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16610 35TH AVE NE_045983_2026
CCity of Arlington a238 N.Olympic Ave. ITT- 15926 Arlington,WA 98223 Clerks Receipt 360-403-3421 Date: Received from: 1�t K GIB For: f6l� ❑ Cash t5eck Amount Received By: o� ` bite-original Yellow-Cash Register Pink-File INSPECTION REPORT 4risi ti1N G T Permit No.:G "S�g3 Lot #: Address:Contractor:- O Owner� G Date: Dy ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. .CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: 7tT Date: /Z-Z,Gy TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in A(Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT I z y3 ¢y1N G?'O Permit No.: oY 5a a Lot#: Address: i fo L i o Z Contractor: -Q.4 c err %...»a 9s, O Owner: e ata (L r?iz pa b oD y C 4ING Date: 0 V 02"PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. ` f Jil 4 Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor 5(l Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation c6K Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: ,ti?C' 'NSPECTION REPORT 1 y3 ` 1N G?' 4ti O Permit No.: ®q 59 85 Lot #: Q' Address: 16 b( 0 5 IrN vE Contractor: "'�c,e= -,j cs 7-- Owner:— Plin"z,,J IN Date: %/- 3-O CY ,, APPROVAL ❑ PARTIAL APPROVAL IOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: %/-3 oy TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing d5t Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage Insulation ❑ Other: INSPECTION REPORT 1;4 7'O Permit No.: ©�rS 9 9 3 Lot#: Address: (10 b /® 3 rA d�Contractor: �,<<.�Owner:' Date: ,._ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: t, -V t— Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor A Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT ii T Permit No.: o 1l 55.f 3 Lot #: Address: ((P (6 f D 35 fN-�Contractor:�O Owner: �n o_. c)o aJ Date: / o-21 rc> ,APPROVAL El PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: / 0- Z7-v L/ TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping tW Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: r~ INSPECTION REPORT ZN cT ¢ti O Permit No.: 611 5913 Lot #: Address: l G 4 i o 3 S tl-v67 Z Contractor: ca�o,- W r�r ~ys, �O Owner: "z,.) IN Date: 1 - APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: I z TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in 1e_ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: C I T Y C3 F A R L I M G T U P4 COIVSTRUGT' I OIV PERM I T PERM I T P4C3 4-5983 Owner: SMOKEY POINT DODGE PO BOX 3129 ARLINGTON 98223 Value of Work: $25, 000. 00 Tax ID: 293105-1-021-0008 Phone: 360. 653. 3664 Describe Work: INTERIOR REMODEL & EXTERIOR Proposed Use: CAR SALES Legal Description: Job Address: 16610 35TH AVE HE Contractor's Name Type Address License* PUGET WEST CORPORATION GEN P. O. BOX 3535 PUGETWC187KG TOTALS Fee Permit Fee $432. 50 Plan Fee $281. 13 State fee $4. 50 NATURE: TOTAL FEE. . . . . . . . . . . . . . . . . $718. 13 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $0. 00 KNOW THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $718. 13 ORDINANCES GOVERNI THIS TYPE OF WORK W L B COMP ED WITH WHETHER SPU E EI , OR T. DATE RECEIPT # BW1L OFFICIA I V� f� t/i[ ) ! ". )tit r I • 1 � ) I l_i r' 1 ! '_ .-''•- � i I •.Jai - r, , i .,.s; i ;� �, , ;,.. ;'i.. ti•.uwl) : A-1(1w 'A t•T a-IJQ :-jail b--4s,1L.)gll 1't rtul Irta 1u:a�Q It;u'1J d• •; - rif,h:+ .++av : `.IA 1A)I .'JHUTA14;41'i. ( .ES • . . . . . . . . . . . . . . . . .A:1 1 .iA•I*Lji ,} I',: , ai11M):a''. . = Jb1A 1 id' I . . . . . . . . . . . . . . • - lOf .-1A '1M( �i•. .1JIW i11 +_1w - - -- .IA I -1)J A 40 it.l(1.11'1ill CWA CONSULTANTS STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 22421 N.E.20th Street,Sammamish,WA 98074 (425)836-2833 FAX:(425)836-3707 E-Mail:chuck.cwa@verizon.net July 1, 2004 Smokey Point Dodge Remodel -#04- 5983 Type of Construction: V-N Occupancy— B Stories: 1 1997 Uniform Building Codes Seismic Zone: 3 Wind Speed: 80 Wind Exposure: B RECEIVED David W. Anderson Building Official City of Arlington COA uua-LUNG DEPT 238 N. Olympic Avenue Arlington, WA 98223 Dear Mr. Anderson: We have completed our review of the remodel of the Smokey Point Dodge Showroom. The plans are in substantial compliance with the 1997 Uniform Building Code. The plans are approved and are being returned with our indication of review on them. STRUCTURAL 1. Special inspection is required for the structural welding. Sincerely, Chuck Williams SE CWA Consultants COMMUNITY DEVELOPMENT DEPARTMENT 80 Columbia Avenue • Marysville, WA 98270 crtyarnr�«s�m� (360) 651-5100 • (360) 651-5099 FAX INCORi oaAiao laal MEMORANDUM DATE: May 27, 2004 ®ECEIVEC� TO: Linda, City of Arlington Development Services e� 238 N. Olympic Ave,Arlington, WA 98223 JUN 0 2 2004 FROM: Deryl Taylor,Development Services Technician k CC')A BUILDING RE: RFR for BP #04-5983, Smokey Point Dodge ��� 16610 Smokey Point Blvd, Arlington (310529-001-020-00) CC: Gloria Hirashima, Community Development Director David Ostergaard,Development Services Manager Larry Larson, Public Works Superintendent John Dorcas,Building Official The subject property is located within the city limits of Arlington and also within the Marysville utility service area. Therefore, capital improvement fees apply to the new building addition as follows: Capital Improvement Fees Capital improvement fees for the development of commercial properties are dependent upon the square footage of the building and type of use. Water Cap Imp fee: (3452so($1.70/so = $5,868.40. Sewer Cap Imp fee: (3452so($1.15/sf- $0.045/sf credit for ULID 1) = $3,814.46 Total: $9,682.86 The applicant is required to make payment prior to final building acceptance. Please make payment at the Public Works Building, 80 Columbia Avenue, Marysville. Everett Office M_ AYES TESTING ENGINEERS, INC. 917-134 h Street SW Suite A-1 Everett,WA 98204 ph 425.742.9360 fax 425.745.1737 MTE NO.: E4400 Tacoma office Project: GREG RAIRDON DODGE OF SMOKEY POINT 10029 S.Tacoma Way Suite E-2 Address: 16610 35`h Avenue NE, Arlington, WA Tacoma,WA 98499 Permit No.: 04-5983 (City of Arlington) ph 253.584.3720 fax 253.584.3707 Owner: -- � IV � 7911 Portland O Office Drive Architect: -- Suite 190 Engineer: -- DEC 2004 ph 503.281.7515 Portland,OR 97211 Contractor: Puget West Corporation fax 503281.7579 Page 1 COA BUILDING DEPI. Date: 11/17/04 Weather: Sunny Inspection: Visual Sample(s): N/A Performed visual weld inspection on structural steel at Rairdon Dodge in Arlington. Inspection was performed on welds to the tube steel structure at the main entryway. Welds were found in compliance with the structural drawing details. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mike Virgilio REVIEWED BY: /47 Timothy eckerle, P.E. cc:Mike Krautkremer-Puget West Corporation; Bldg Dept-City of Arlington r J.Mark D'Amato•Guy A.Conversano T Elizabeth A.Jensen•Roger L.Heeringa•Mark D.Aden D 1 • E N �T E E R S Harry Jones II•Troy E.Bean-Tom C.Xia,Ph.D. 1 Richard L.Hemmen•Grant C.Buckingham D ' AMATO CONVERSANO INC . RAIRDON DODGE T.I. SMOKEY POINT, WA NEW STOREFRONT Structural Calculations For Permit Prepared For: Carletti Architects 1404 E College Way Mt. Vemon, WA 98273 q r 51 B 3 E. RECEIVED OV WAS 2004 �a MAY 2 0 � 4.'��: �� COA BUILDING 2 ILDING DEPT 29759 LQ C� � CISTE� NA1- - EXPIRES 12/2/pSj May 10, 2004 DCI Job #04-11-139 10900 NE 41h Street, Suite 1200 « Bellevue, WA 98004 f Phone: (425) 827.2238 « Fax: (425) 827.8986 Bellevue Spokane Everett Portland San Diego i <.: �. D C I - ENGINEERS Project No. Sheet No. D ' AMATO CONVERSANO INC, Project Date Subject By ell 54 -�� /�,,,.,� ,lfrl 14) • � 'Y' � �✓y`rr1 E 57 12) x T5 !q 3 � o 1 Solution:Envelope - — D'Amato Conversano, Inc. Dodge Rairdon T.I. - New Canopy Frame KRS May 3, 2004 at 2:21 PM 014-11-139 untitled.r3d _ i r. 1 �I I Company D'Amato Conversano, Inc. May 3, 2004 Designer KRS 2:17 PM Job Number : 014-11-139 Dodge Rairdon T.I. - New Canopy Frame Checked By: Global _ Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include W a in Yes Area Load Mesh in^2 144 Mer a Tolerance in .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y WWood el Code AISC:ASD 9th teel Code AISI 99: ASD de NDS 91: ASD ture < 100F ACI 1999 Number of Shear Re ions Region Spacing Increment !71 Biaxial Column Method xact Inte ration Parme Beta Factor PCA 5 Concrete Stress Block ectan ular Use Cracked Sections es Bad Framing Warnings No Unused Force Warnings Yes General Material Properties _ _Label Nu Ther (11 E5 F D _ it k/ft^3 E i k ' .145 04en Ten Conc3NW 3155 1372 .15 .6 .145 en o c4NW _ 3644 I 1584 .11 on Conc3LW 2085 906 15 6 Conc4LW 2408 1 47 .15 .6 .11en Alum 10600 4077 .3 1.29 .173gen Steel 29000 11154 .3 .65 .49 Hot Rolled Steel Properties LabelE t G i N The \ F ens k/ft^3 iet k i 1 A36 29000 11154 .3 .65 .49 36 2 A572Grade50 29000 11154 .3 .65 .49 50 A992 29000 11154 .3 .65 .49 50 4 A500 42 29000 11154 .3 .65 .49 42 5 A500 46 29000 11154 .3 .65 .49 46 Member Primary Data La I oint t K int ti Shame Design Lis M t rial D si n R I 1 M1 N1 N5 90 HSS8X6 Wide Flange. B am ASOO 46 T ical 2 M2 N2 N6 90 HSS8X6 Wide Flan aBeam IA500 46 T Kcal 3 M3 N3 N4 90 HSSAYA Wide Flan a Beam4A500 46 T ical 4 M4 N5 N6 90 HSS8 2 Wide FI n e BeamA500 46 T ical s M5 N7 N8 1 1 90 I HSS8X2 Wide Flan a Beam IA500 461 Typical Member Advanced Data be Re B�Se I ff et T/C Only�Phy!jical T Inactive r 1 T M1 RISA-3D Version 5.Ob [c:\RISA\untitled.r3d] Page 1 1 May 3, 2004 Company D'Amato Conversano, Inc. 2:17 PM Designer KRS Checked B Job Number : 014-11-139 Dodge Rairdon T.I. -New Canopy Frame y Member Advanced Data Continued La I I Rel s I Offsetfinl J ffs i T/C Onl i s t TOM tiv Y 2 M2 Yes 3 M3 Yes 4 M4 BenPIN BenPIN Yes 5 M5 BenPIN_I BenPIN Joint Coordinates and Temperatures L bel f Y ft Z Tern F Detach From Di pp... 0 0 0 0 2 N2 15.5 0 0 ' 0 3 N3 0 15 0 O 15.5 15 0 0 4 N4 p O 5 N5 0 18:5 i 6 N6 15.5 18.5 0 0 7 N7 7.75 18.5 0 0 8 �-N8 7.75 1 0 0 i Joint BoundaryConditions Joint Label X k/' Y kl' Z kfin X R t k-ft/ Y t.k-ft/r Ro k-ft/r dl 1 N1 Reaction Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction 1 Reaction Reaction Reaction Hot Rolled Steel Desi n Parameters Label Shape Len th .. Lb ft Lbzz ft L om too..Lcomp bot... K Cm- m zz Cb waUswa 1 M1 HSS8X6 18.5 2 M2 HSS8X6 18. 3 M3 HSS8X6 15. 4 ! M4 HSS8X2 15.5 5 M5 HSS8X2 3.5 Joint Loads and Enforced Displacements (BLC 1 : DEAD) Joint a LDM _ Direction nit k k-ft in k's^2 ft -.25 1 2 N4 1 L Y -.75 3 N7 L Y Joint Loads and Enforced Displacements (BLC 2 : SNO of t Label LDM Direction a nitude k k-ft in.rad k's^2/ft 1 N3 E Y -.45_ E�� � -.45 2 N4 Y -1.55 3 N7 Joint Loads and Enforced Displacements WC 3 : WIND Joint L D,M Direction nitud k- rad 's^ t 1 N3 I L X 9 Member Point Loads Direction M ni - tin o — Member Label No Data to Print... RISA-3D Version 5.Ob [c:\RISA\untit1ed.r3d] Page 2 i P j Company D'Amato Conversano, Inc. May 3, 2004 2:17 PM Designer KRS Job Number : 014-11-139 Dodge Rairdon T.I. -New Canopy Frame Checked By: Member Distributed Loads (BLC 1 : DEAD) Member Lab irect' t agBit�de(4�ft ..End i df tart Lo 0ti n ff;Js E d Local i n ft%n 1 M3 Y - 045 -045 = Plate Surface Loads Plate Label Direction Mngnitude[ksfJ� No Data to Print II Moving Loads Tag Pattern Incree Both 1stjoin nd Join Ord Joint 4th Joint 5th Joint 6 h Jjoint t 7th t Join t t Joint 10t i m t No Data to Print Member Area Loads _Joint A Joint B Joint C Joint Direction Distribution Ma nitude k No Data to Print Basic Load Cases B Descri tion Category _X G vi Y r1 vi Z r vi J 3n i Dis 1 t d Me... rf c P.. 1 DEAD DL 3 _2 SNOW SL 1 3 WIND WL Load Combinations Descri lion Sol.. PD.. R. WFtorF t r BL Factor BL Fact r BLC Factor BLC Fa for BL Fa for BLC Fat rY YI2 1 DL+SL Yes Y 1 3 DL+ L+WU2 Yes Y 1 .5 4 DL+S 2 +WL Yes Y .5 3 1 5 0.67DL+WL Yes 1 1 67 1 3 1 Load Combination Desk in De_$cnpt�on_ ASIF _CD rvi of Iled Co F r Wood Co to 1 DL _ _ Yes Yes Yes Yes 2 DL+ SL Yes I Yes Yes Yes 3 DL +SL+WL/2 1.33 Yes Yes Yes Yes 4 DL+SU2+W L 1.33 _ Yes Yes Yes Yes 5 0.67DL +WL 1.33 Yes Yes Yes Yes Envelope Joint Displacements in mRotation. Yin 1 N1 max 0 5 0 5 0 1 0 1 0 1 3.754e-4 2 2 in 2 0 2 0 1 0 1 1 0 1 -9.396e-3 4 3 N2 ax 0 4 0 1 0 1 0 1 1 -1.923e-4 1 4 min 0 1 0 3 0 1 0 1 1 -9.957e-3 4 5 N3 MAX1.315 4 0 5 0 1 0 1 0 1 -3.84e-4 1 6 min 0 2 -.00 2 0 1 0 1 1 0 1 1-3.079e-3 4 7-1 N4 x 1.316 4 -.002 1 0 1 0 1 0 1 7.497e-4 2 g min 0 1 -.003 3 0 1 0 1 1 0 1 -2.215e-3; 5 RISA-3D Version 5.Ob [cARISXuntitled.r3d] Page 3 i Company D'Amato Conversano, Inc. May 3, 2004 Designer KRS 2:17 Job Number : 014-11-139 Dodge Rairdon T.I. -New Canopy Frame Checked By: Envelope Joint Displacements Continued int IC Y in Z in t ti n I Rotation 9 N5 max 1.422 4 0 5 0 1 0 1 0 1 2.512e-4 2 10 min 0 1 -.003 11 N max 1.42 4 -.002 1 0 1 0 1 0 1 -1.287e-4 1 12 min 1 0 1 2 -.003 3 0 1 0 1 0 1 -2.713e-3 4 13 N7 max 1.421 I 4 14 mi 0 1 1 -.137 2 1 0 1 1 0 1 0 i 1 -9.781e-6 4 15 N8 max 1.315 4 -.045 5 0 1 0 1 0 1 1.189e-3 4 16 min 0 1 1 -.136 1 2 1 0 1 0 1 1 0 1 0 1 Envelope Member Section Forces Member Sec Axial k I ark Ic z Shear c T r a -ft Ic - M m n.. Ic -z M en... Ic 1 M1 1 max 2.887 2 0 1 073 2 0 1 0 1 0 1 2 min 228 5 3 2 max 2.79 2 0 1 .073 2 0 1 .338 2 0 1 4 min 163 5 0 i 1 -.433 5 0 1 -2.001 5 0 1 5 3 max 2.694 2 0 1 .073 2 0 1 .676 2 0 1 6 1 min .099 5 0 1 -.433 5 0 1 -4.002 5 0 11 7 4 max 2.597 2 0 1 .073 2 0 1 1.015 2 0 1 8 1 min .034 5 0 1 -.433 5 1 -6.002 5 0 1 9 5 max 083 2 0 1 1.195 3 0 1 0 1 0 1 10 min 042 5 0 1 .412 5 0 1 0 1 0 1 11 2 1 max 3.343 3 0 1 -.037 1 0 1 0 1 0 1 12 min 1.662 1 13 2 max 3.246 3 14 min 1.565 1 0 1 -.52 4 0 1 -2.406 4 0 1 15 3 max 3.149 16 min 1.469 1 0 1 -.52 4 0 1 -4.52 4 0 17 4 max 3.052 3 0 1 -.037 1 0 1 -.52 1 0 1 18 min 1.372 1 0 1 -.52 4 0 1 -7.219 4 0 1 19 5 max .083 2 0 1 -.414 5 0 1 0 1 0 1 20 min .042 5 0 -1.198 3 0 1 0 1 0 1 21 M3 lmnv I 056 15 0 1 .241 5 0 1 5.279 2 0 1 22 min -1.122 2 0 1 -1.715 2 0 1 -5.046 5 0 1 23 2 max 056 5 0 1 .412 5 0 1 -.527 1 0 1 24 min -1.122 2 0 1 -1.46 2 0 1 -4.192 4 0 1 25 3 max .056 5 0 1 1.73 4 0 1 -1.853 5 0 26 min -1.122 2 0 1 -1.204 2 0 1 -6.034 2 0 1 27 4 max .054 5 0 1 1.985 4 0 1 3.081 5 0 1 28 min -1.122 2 0 1 .706 1 29 5 max .054 5 0 1 2.241 4 0 1 10.987 4 0 1 30 min -1.122 2 0 1 .962 1 0 1 2.704 1 0 1 31 M4 1 max 1.195 3 0 1 -.042 5 0 1 0 1 0 1 32 min .413 5 0 1 -.085 2 0 1 0 1 0 1 33 2 max 1.195 3 0 34 min 35 3 max 1.198 3 0 1 .05 1 0 1 -.034 5 0 1 36 min .414 5 0 1 -.039 4 0 1 -.218 2 0 1 37 4 max 1.198 3 0 1 .028 2 0 1 -.09 5 0 1 38 min .414 5 0 1 .004 0 39 5 max 1.198 3 0 1 .085 2 0 1 0 1 0 1 40 min .414 5 0 1 .042 5 0 1 0 1 0 1 41 M5 1 max 2.36 3 0 1 0 1 0 1 0 1 0 1 42 min .57 5 0 1 0 1 0 1 0 1 0 1 43 2 max 2.373 3 0 1 0 1 0 1 0 1 0 1 44 min .579 5 0 1 0 1 0 1 0 1 0 1 45 _ 3 max 2.386 3 0 1 0 1 0 1 0 1 0 1 Page 4 RISA-3D Version 5.Ob [cARISA\untit1ed.r3d] i .. .+ _J May 3, 2004 Company D'Amato Conversano, Inc. 2:17 PM Designer KRS Checked B Job Number : 014-11-139 Dodge Rairdon T.I. - New Canopy Frame Y Envelope Member Section Forces Continued r AA k I r k I a r I7- e cfi1 1 0 0 146 min 587 5 0 1 047 4 max 2.3 9 3 0 1 0 148 min 596 5 0 0 1 0 149 5 max 2.412 3 0 1 0 1 0 1 150 min .604 5 0I1 0 1 1 Envelope ASD Steel Code Checks embe h e ode ...Loc ft Ic She Loc ft Dir Ic Fa psi t Mil F Cb Cm C z ASD Ern 1 M1 SS8X6x4 .173 14.839 5 .023 15.031 z 2 21.333 36.708 36.708 40.379 1... .6 .6 H1-2 SS8X6x4 .221 ,14.839 4 .023 15.031 z 2 21.333 36.708 36.708 140.379 1...1 .6 .6 H1-2 2 M2 1... ,85 .6 H2-1 3 M3 SS8X6x4 .299 15.5 4 .033 0 z 2 24.826 36.708 36.708 40.379 1 1 1 .6 1-3 4 M4 1iSS8X2X4 .131 9.688 2 .005 15.5 1 z 2 2.951 27.6 27.6 27.6 5 M5 SS8XZX4 .025 3.5 2 .000 0 v 1 22.584 27.6 27.6 3 1-1 0.36 1••• .6 .6 H Envelope Joint Reactions 1 Y fkl Z[k] I - I MY -ft Z -t 1 N1 i t max .073 2 2.887 2 0 1 0 1 0 1 0 1 2 min -.432 5 .228 5 0 0 1 1 1 0 1 0 1 3 N2 max -037 1 3.343 3 0 1 0 1 0 1 0 4 min -.498 4 1.662 1 0 1 0 1 0 1 0 1 5 Totals: max 1 5.775 2 0 1 6 min -.9 4 2.228 RISA-3D Version 5.Ob [c:\RISA\untitled.r3d] Page 5 � y, C I E N I N E E R S =Project Sheet No. D ' AMATO 41 CO NVERSAN0 INC. � �K Date Project p pvl--> J� /�`�.C',�L`, � By Subject v v , �f L .r / �t7�/!-�.f��' �lj�• � � /Y.Gr1�1/ L sl'-� •��J'CLP. o� Tl% D C I - ENGINEERS Project No. Sheet No. D ' A M A T O CONVERSANO I N C. Project Subject By aILI ► a, I !I r A( A '/.Y ' �s D C I • E N C I N E E R S Project No. Sheet No. l� D ' AMATO C0NVERSAN0 INC. Project Date�� �l Subject By y'/�irv'1 �rr1 r3�'.v. ������tf• � + �,�vr'!�',�'�+�I' C. s s r � . M D C I . E N C I N E E R S Project No. Sheet No. .0�. D ' AMATO CONVERSAN O INC. 7 � � �1� Date Project �r�p il Subject y Kg �L.�'Y�,���Win/ � � ��� i✓�L�'�e' w/ MIH. t57 �O( I �� 3/lr� 3I1� �> CO i � , d ,� I � I 1 1 r1 OFFICE COPY DCI - ENGINEERS J•Mark r L.H t. •Guy A.Mark D.Conv den r Elizabeth A.Jensen•Roger L.Heeringu•Mrtrlt D.Aden Harty Jones 11•Troy E.Bean-Tom G.Xia, Ph.D. D ' AMATO CONVERSANO INC. Richard L,Hemmen•Giant C.Buckingham RAIRDON DODGE T.I. SMOKEY POINT, WA NEW STOREFRONT Structural Calculations For Permit Prepared For: Carletti Architects 1404 E College Way Mt. Vernon, WA 98273 OY wIAsyj�Q� o 29759 pcVw ASS NAI-l'-- EXPIRES 12/2/b6- May 10, 2004 DCI Job #04-11-139 10900 NE 4"' Street, Suite 1200 « Bellevue, WA 98004 f Phone: (425) 827.2238 « Fax: (425) 827.8986 Bellevue Spokane Everett Portland San Diego rADCI . ENGINEERS Project No. Sheet No. D ' AMATO CONVERSANO INC. Project Date Subject By Al L„ i ,;.; I r� �x M4 6 s r 3 14 �!3 � . J i D'ltion:Envelope Amato Conversano, Inc. Dodge Rairdon T.I. - New Canopy Frame KRS May 3, 2004 at 2:21 PM untitled.r3d 014-11-139 i I �7 Company D'Amato Conversano, Inc. May 3, 2004 Designer KRS 2:17 PM Job Number : 014-11-139 Dodge Rairdon T.I. - New Canopy Frame Checked By: Global _ Dis la Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes _ Include Warping,_ Yes Area Load Mesh in"2 144 Merge Tolerance in .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC:ASD 9th Cold Formed Steel Code AISI 99:ASD NDS Wood Code NDS 91:ASD NDS Temperature < 100F Concrete Code ACI 1999 Number of Shear R ions 4 Re ion S acin Increment(in) 4 Biaxial Column Method Exact integration Parme Beta Factor PCA .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framin Warnings No Unused Force Warnings Yes General Material Properties Label E ksi jG u E F De i ^ 1Aen Conc3NW 3155 15 .6 .145 2n COnc4NW 3644 .15 .6 .145 3n Conc3LW 2085 .15 .6 .11 4n Conc4LW 2408 .15 .11 5en Alum 10600 .3 1.2 .173 nPn Steel 29000 .3 .65 49 6- _ -- Hot Rolled Steel Properties Ubel E lksil Therm \1E5 F� Densit k/ ^3 -Y'el [ksil 1 A36_ 29000 11154 .3 .65 .49 36 2 A572Grade50 290 0 11154 .6 ELE]A� 50 92 29000 11154 .3 .6550 4 A50 42 29000 11154 .3 65 A9 46 5 A500 46 29000 11154 .3 .65 Member Primary Data Label__ I;NJI t K Joint to de ) S ct' n! h De i L' trial i ul s 1 M1 N5 90 HSS8X6 Wide Flan a Beam A500 46 T ical 2 - M2 I N6 0 HSS8X6 Wide Flan e I Beam A500 46 T ical 3 _ M3 N4 90 HSS8X6 Wide Flan a Beam A500 46 T 4 M4 N6 90 HSS8X2 Wide Flan a Beam A500 46 T icaM5 N8 90 HSS8X2 Wide Flan a Beam A500 46 T pical Member Advanced Data Label I O tin J Offset[i111 T/ n Pt i t I a tiv �I M1 I Yes Page 1 RISA-3D Version 5.Ob [c:\RISA\untitled.r3d] ' Company D'Amato Conversano, Inc. May 3, 20042:17 PM Designer KRS Checked B Job Number : 014-11-139 Dodge Rairdon T.I. -New Canopy Frame Y Member Advanced Data Continued I ele Rele I OffsetldOf t i T I P Yes i al T Inac iv i 2 M2 Yes 3 M3 Yes 4 M4 BenPIN B nPIN Yes 5 M5 BenPIN BenPIN Joint Coordinates and Temperatures La x 1VI Z T DetachFrom Di 1 N1 0 0 0 2 N2 15.5 0 0 N3 0 0 O 4 N4 15.5 0 0 I 5 N5 0 18.5 0 0 6 N6 15.5 18.5 0 O 7 N7 7.75 18.5 0 0 8 N8 7.75 15 0 0 Joint Boundary Conditions oint Lab k/' Y k/' Z[KjLn of[k-ft/ra Y ot.jk ft/ra Z Z. -fU 1 N1 Reaction I Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction Reaction Reaction Reaction Hot Rolled Steel Design Parameters La el Sha a Len th... Lb ft Lbzz ft Lcom top...Lcom bot... K Kzz Cm- Cm-zz C swa z swa 1 M1 HSS8X6 18.5 _2 M2 HSS8X6 18.5 3 M3 HSS8X6 15.5 4 M4 HSS8X2 15.5 5 M5 HSS8X2 3,5 Joint Loads and Enforced Displacements (BLC 1 : DEAD o tLa e L Direction a 't -ft in r "2/ft 1 N3 L Y 25 Y - 2 N7 L y -.75 3 - - - Joint Loads and Enforced Displacements (BLC 2 : SNOM Joint Labgl L D M Direction Magnitudelk k-ft in sad k's^2/ftL N3 L Y -45 2 N4 L Y -.45 3 I N1 L Y -1.5 Joint Loads and Enforced Dis lacements BLC 3 : WIND J 'n L l L.1).M Direction Maanitudefk k-ft in rad k"s^2/ftl 1 N3 L X I y i Member Point Loads MemberLaDel Dir lionMag[!Jtudelk J Location f[t 1s]_� No Data to Print... Page 2 RISA-3D Version 5.Ob [cARISA\untitled.r3d] i r i L Company D:Amato Conversano, Inc. May 3, 2004 Designer KRS 2:17 PM Job Number : 014-11-139 Dodge Rairdon T.I. - New Canopy Frame Checked By: Member Distributed Loads (BLC 1 • DEAD) m r b I t' tart Ma ni d k/ft .En M it def k/ft,d... tart Lo tion[ft% c tion[L°ls] �— M3 Y -.045 -.045 0 0 Plate Surface Loads Plate Label Direction Macinitudelksfl No Data to Print Moving Loads Tga Pattern Incre ...Bo t int n joint 3rd Joint th int 5th oint 6th Joint 7th Joint SSh Joint 9th Joint 1 th int No Data to Print Member Area Loads Joint A Joint B Joint C Joint D Direction Distribution Maanitude(k No Data to Print Basic Load Cases BLC De cri tin -CalegmL X Gr vity Y Gr vi Z GraA Join Qint Di ib t d Area(ale.. c 1 DEAD DL -1 3 2 SNOW SL 3 3 WIND WL 1 Load Combinations Description Scill...PD... R...BLC F ct r BLC ct r BLC Fa for BLC Fa for BL act r BLC for BLC F or BLC Fac r 1 DL Yes Y 1 1 2 DL+ SL Yes Y 3 IDL+ SL+WL/2 Yes Y 1 1 2 1 3 .5 i 4 IDL + S 2+WLYes Y I 1 1 2 .5 1 5 0.67DL+WL Yes Y 1 .67 3 1 1 Load Combination Desi n Desql tion A I S rvic Ho of I Fo NDS Wood n r t 1 DL Yes Yes Yes Yes 2 DL+ SL Yes Yes Yes Yes 3 DL+ SL +WU2 1.33 Yes Yes Yes Yes 4 DL+SU2+WL 1.33 Yes Yes Yes Yes 5 0.67DL +WL 1.33 Yes Yes Yes Yes Envelope Joint Displacements in ti Qt ti ration ... Ic 1 N1 max 0 5 0 5 0 1 0 0 1 3.754e-4 2 2 min 0 2 3 N2 max 0 4 0 1 0 1 0 1 1 0 1 -1.923e-41 1 4 min 0 1 0 3 0 1 0 1 0 1 -9.957e-3 4 5 N3 lmnyl1.315 4 0 5 0 1 0 1 0 1 -3.84e-4 1 6 1111111. 0 7 N4 max 1,316 4 -.002 1 0 1 0 1 0 1 7.497e-4 2 8 min 0 1. 1 -.003 3 ' 0 1 1 0 1. 1 0 1 -2.215e-3' 5 Page 3 RISA-3D Version 5.Ob [c:\RISA\untit1ed.r3d] i Company D'Amato Conversano, Inc. May 3, 2004 Designer KRS 2:17 Job Number : 014-11-139 Dodge Rairdon T.I. -New Canopy Frame Checked By: Envelope Joint Displacements Continued .nt Ic I z in I x It ti n Ratafion... Ic 9 N5 max 1.422 4 0 5 0 1 1 0 1 2.512e-4 2 10 min 0 1 -.00 2 0 1 1 p 1 0 1 -2.377e-3I 5 11 N6 max 1.42 4 -.002 1 0 1 0 1 1 -1.287e-4 1 12 min 0 2 -.003 3 1i 1 0 0 1 -2.713e-3 4 13 N max 1.421 4 -.04 5 I 0 1 11 1 14 min 0 -.137 2 i 0 1 1 0 1 . 0 1 -9.781 15 N8 max 1.315 -.045 5 0 1 0 1 0 1 1.189016 .189e-3 4 16 min 0 1 -.136 2 0 1 O 1 0 1 0 1 Envelope Member Section Forces Me r S AxIc ial I Shear Ic z Sh r k Ic Tor a k- c - men.. z- M n... 1 M1 1 max 2.887 2 0 1 .073 2 0 1 0 1 0 1 2 min 228 5 0 1 -.433 5 0 1 0 1 0 1 3 2 max 2.79 2 0 1 .07' 2 0 1 .338 2 0 1 4 min 163 5 0 1 -.433 5 0 1 -2.001 5 0 1 5 3 max 2.694 2 0 .073 2 0 1 .676 2 0 1 g min .099 5 0 1 -.433 5 0 1 -4.002 5 0 1 7 4 max 2.597 2 0 1 .073 2 0 1 1.015 2 0 1 8 min 034 5 0 1 -.433 5 0 1 -6.002 5 0 1 g 5 max .083 2 0 1 1.195 3 1 0 1 0 1 10 min 042 5 0 1 .412 5 0 1 0 1 0 1 11 M2 1 max 3.343 3 0 1 -.037 1 0 1 0 1 0 1 12 min 1.662 1 0 1 -.52 4 0 1 0 1 0 1 13 2 max 3.246 3 0 1 -.037 1 0 1 -.173 1 0 1 14 min 1.565 1 0 1 -.52 4 0 1 -2.406 4 0 1 15 3 max 3.149 3 0 1 -.037 1 0 LL -.346 1 0 1 16 min 1.469 1 0 1 -.52 4 0 1 -4.813 4 0 1 17 4 max 3.052 3 0 1 -.037 18 min 1.372 1 0 19 5 max .083 2 0 20 min 042 0 1 -1.198 3 0 1 0 1 0 1 21 M3 1 max .056 5 0 1 .241 5 0 1 5.279 2 0 22 min -1.122 2 0 1 -1.715 2 0 1 -5.046 5 0 1 23 2 max .056 5 0 1 .412 5 0 1 -.527 1 0 1 24 min -1.122 2 0 1 -1.46 2 0 1 -4.192 4 0 1 25 3 max 056 5 0 1 1.73 4 0 1 -1.853 5 0 1 26 min -1.122 2 0 1 -1.204 2 0 1 -6.034 2 0 1 27 4 max .054 5 0 1 1.985 4 0 1 3.081 5 0 1 28 min -1.122 2 0 1 .706 1 0 1 -.872 2 0 1 29 5 max 054 5 0 1 2.241 4 0 1 10.987 4 0 1 30 min -1.122 2 0 1 .962 1 0 1 2.704 1 0 1 31 M4 1 max 1.195 3 0 1 -.042 5 -0 -1 0 0 1 32 min .413 5 0 1 -.085 2 -0 -1- 0 1 0 1 ' 33 2 max 1.195 3 0 1 -.004 5 0 1 -.09 5 0 1 34 min .413 5 0 35 3 max 1.198 36 min 414 5 0 1 -.039 4 0 1 -.218 2 0 1 37 4 max ..198 3 - 1 .028 2 0 1 .21 0 5 0 1 38 min .414 5 0 1 .004 5 0 1 -. 2 0 1 39 5 max 1.198 3 0 1 .085 2 0 1 0 1 0 1 40 min .414 5 0 1 .042 5 0 1 0 1 0 41 M5 1 max 2.36 3 0 1 0 1 0 1 0 1 0 1 42 min .57 5 0 1 0 1 0 1 0 1 0 1 43 2 max 2.373 3 0 1 0 1 0 11 0 I1 0 1 44 min .579 5 0 1 0 1 0 1 0 1 0 1 45 3 max 2.386 3 0 _ 1 0 1 0 1 0 1 1 0 1 1 RISA-3D Version 5.Ob [c:\RISA\untitled.r3d] Page 4 i I Company i D'Amato Conversano, Inca May 3, 20042:17 PM Designer KRS Checked B Job Number : 014-11-139 Dodge Rairdon T.I. -New Canopy Frame Y Envelope Member Section Forces Continued Axial I h k I h r Ic r k- 7. MjC r min .5 7 5 0 1 0 1 0 146 1 0 1 0 147 4 max 2.399 3 04$ mi .596 5 0 1 0 1 0 1 49 5 max 2.412 3 0 1 0 1 0 1 0 1 0 1 50 min .604 5 0 1 i 1 0 1 0 1 0 1 Envelope ASD Steel Code Checks b r ha e C e C...Loc ft She ... Loc ft Dir Ic F ksi Ft ksi Fb -Y I F z-z Cb Cm Cmz ASD E n 1 M1 SS8X6X4 .173 14.839 5 .023 15.031 z 21.333136.708 36.708 40.379 �••• .6 .6 H1-2 2 M2 IHSS8X6X4 .221 14.839 4 .023 15.031 z ` 2 !21.333`36.708 36.708 40.379 1• 6 6 H1-2 3 M3 ss8x6x4 ,299 15.5 4 .033 0 z 2 24.826 36.708 36.708 40.3791... .85 .6 H2-1 4 I M4 SS8X2X4; .131 9.688 2 .005 15.5 z 2 2.951 27.6 27.6 27.6 1••• 1 I .6 H 1-3 5 M5 SS8=4 .025 1 3.5 2 .000 0 1 22.584 27.6 97.6 130.36 1••• .6 .6 H1-1 Envelope Joint Reactions it Yk I Z -ft N1 max .073 2 2.887 2 0 1 0 1 0 1 0 1 2 min -.432 5 228 5 0 0 1 0 1 0 1 3 N2 m x -.037 1 3.343 3 1 0 1 0 1 0 1 4 min -.498 4 1. 62 1 0 1 0 1 0 1 1 0 1 5 Totals: max 0 1 5.775 2 0 1 6 min -.9 i 4 1 2.228 5 0 RISA-3D Version 5.Ob [cARISA\untit1ed.r3d] Page 5 �. I rD C I • E N G I N E E R S Project No. Sheet No. 1� D ' AMATO C0 NVERSAN 0 INC Al Date ProjectBy Subject 7- m�, �h 1 : lineJ> L 'J x �a �+ C 1�✓,� /�.� �7 ��' i'Y/�� �. tom'" �/�"' ��..� �1/`�L�� .�'•�i�.t. �d1'Y f5 .ee a lam, m' D C I - ENGINEERS Project No. Sheet No. > M D ' AMATO CONVERSANO INC. Date Project Da C Subject By ,�7oGt B�igr✓l /zoo ( ( � Z rr a ej fAq I e MRa per 4n# V\ +� Al l i �,� mm) ► �L'� phi _..� �. �b•vG, �lsr . D C I - ENGINEERS Project No. Sheet No. z t D ' AMATO CONVERSANO INC. 4919 Project Date YID 1/ Subject By / 5 ♦/VI b lG) .�1��. vie'.S/�Lfk�i+/T � � /,�.�L j°�C" 9'�rNi/y, �r19t3�1�. �E�'�,�� � � f'��'�'L�i'►/I' — — — O r� ) Ler✓G. 5Ll9 Y ire y � 14 OOK-�v MD C I ENGINEERS Project No. Sheet No. D ' AMATO CONVERSANO INC, Project Date Subject rB y 3/lr� i Ser' 'y: DODGE OF MONROE; 4256096752; Jul-14 04 12:38PM; Page 1 /2 Or"Rairdon�s FROM THE DESK OF GREG RAIRDON FACSIMILE TRANSMITTAL SHEET TO FROM: GTeg i airdOII COMPANY: _ DATE: FAX NUMBER: 7()I-Al.NO.OP PAOE3 INCLUDING COVER! PHONE NUMBER; SENDER'S REFERENCE N IMBE,.R: RE: YOUR AE SRF;NCE NUMBER: ❑ URGENT ❑FOR REVIEW ❑PLEASE COMMENT ❑PLEASE REPLY ❑PLEA,SS RECYCLE NOTESICOMMENTS: (p oy, -78]?f yo PQ BOX 486 MONROE WA 98272 PHONE 425-609-6700 FAX 425-609-6742 E-MAII. ORAIRpON a RAIRDUN.CUM • 1 1.' . . . _ _E . . J 1 • 7 No 1 0 MW.MR6 d EEL. I to 0 d%m Lm . :d 0 m 0 0 ■ �. ■ � . ■ - 'Eh � . ` ■ ` ` P � • i ■ 00 � 1% • r ■ ird?Wl ■ ■ ■ ■ 1 � ■ ■ _ ■ ■ ■ � ■ ■ : _ ■ ■ ■ - . . . ■ ■ No 0 moll ■ . ■ .• ■ ■ ' ME ■ ■ ■ ■ ' ■ 1 . _ .I 4" 0 .0 ME me& y7• • • . Ed • � 1 •. : 1 ti ■ ■ ■ NONE No .� ■ • i • ■• 2L • Ser'0G'By: DODGE OF MONROE; 4256096752; Jul-l4� -04 12:38PM; Page 2/2 Ft. saved: 8/20104 4:29PM, > ucluum ut- mil or- rayga c JUN-29-2004 17:25 PUGET WEST CONSTRUCTION P.02 Pug--'ET WEST CORPORATION P,O,Box 3535 Arlington,WA 98223 (425)290-9696 Fax:(360)658-6672 Proposal-Acceptance Submitted To: Greg Rairdon Smokey Point Dodge, Chrysler,Jeep 16610 Smokey Point Blvd. Arlington,wa. 98223 Date: June 29,2004 1NEBY SSugmit$peolf{cations and E,stLmates For: New front entev remodel r,Pr Carletd Architect:? tans dated 1 03_Zjsheets A .0 A2 0 A2. . 83.0. Base Bid Amount NAZ=DO Payment to be made as follows: Progress Payments billed at end of month, payment by 101 of following month. Final payment within 15 days of final completion. All metwiai is ti,aranteed to be as specified. All work shall be Completed in workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra coats will be executed only upon written orders,and will become an exba charge over and above the amount get forth above. We shall not t»responolbla for delays caused by strikes,accidents,or other continganci"beyond cur control. Owner agree., to Gang Are,lomado and other nocessary irourance. Our worXers are fully covered by Workmen's CompensaHOn irsurwca. Interert at 1%per month will be charged on oil poet dwq amounlu;over 30 days from the date of invoice. in the event of dispute or eollaction,all legal foes will be due the prewiling party The about price:?,spec canons,terms,and condition era satisfactory and are hereby accepted. You are authorized to do the work Re specified. Payment will he made as tytl 1ned above. Puget Wes Corporation Accepted By: Date:. e� Z - � Date- Note: This proposal may be wiftrown by us if not accepted Mthin 10 days, _ . . Z . i . dr Elm 0 ■ . . . .. ME ME 06 J4411m 11 Jqm.m'qM 06M MEN . .N Mill . ME 0 ME mmm� No ME or ot L 0 do or NNN or 0 MEN ME Po0 MEN ME 0 Id ME MEME ME : 10 ■ 0 0 No . . ■ 7 `• 0 . . - . ■ � ■ _ ■ ■ _ ■ ■ _ ■ ■ ■ T • _ • ■ MEN ■ �I . _ 0 0 . . 0 . ME ME 1 MINES MEME! r I _ . . 0 amp WE 0 NO 0 04 0 ME 0 0 -�Ll�mr 1 9 1 0 0 0 :Mix Or Ajpw f City of Arlington Building Department REQUEST FOR REVIEW FORM * NAME: .S� c y P� `moo d q-f- BP #: d y-S 9p3 DATE: 12 Lf--Z() RETURN THIS FORM BY: /D W L PROJECT SUMMARY: RESPONDING DEPARTMENTS: `LMLL L"uVj CJSte/ ❑ TOM C., FIRE ko ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCECIO floaG Vrne YVONNE P., PLANNING GREGG E., ENGINEERING ' ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form,to the Building Department. 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 LINDA. COMMENTS FOR THIS REVIEW ARE 1NATTACHED-MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE 1,-7 Z n City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: .SrnD.c.I p4 ',k-�)O d g-e_ BP #: 0y-S y�3 DATE: / 24-JO L/ RETURN THIS FORM BY: /D W L PROJECT SUMMARY: 7-4-e vcn2 Z. ,�7 /l C�t clyc_ Ile vyt�� f RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING GREGG E., ENGINEERING JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. 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 LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE O�o1 L fl c G�� Y � ENGINEERING N ERING DIVISION �'0� �c lING MEMORANDUM TO: Building Department FROM: Gregg Eaton SUBJECT: Smokey Point Dodge -#04-5983 DATE: June 3, 2004 The architectural plans refer to site civil and landscape drawings. There were none attached. Until I see those drawings I have no comment. • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: SY ck- ' }�kV-tf �Dc� BP #: Oq DATE: S21 RETURN THIS FORM BY: /D PROJECT SUMMARY: y-e j yrz���G 1 ���� f2j, RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ Imo., UTILITIES Oty C' Marys,41io ❑ BILL B., NATURAL RESOURCE C�r-j�munity Development ❑ YVONNE P., PLANNING MAY, 25, 200rk ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. 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 LINDA. a' COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE l r � , • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: S►W0kCL, P� 'moo d y�- BP #: DATE: 2 / 10 RETURN THIS FORM BY: /0 W L PROJECT SUMMARY: �VJ--e t-I v-)e_ RESPONDING DEPARTMENTS: `l'�LL ��� S�c/J ❑ TOM C., FIRE KAREN L., UTILITIES BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PI EASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY nATF_. dal, MEMO City of Arlington • Planning and Community Development TO: Building Department CC: FROM: Bill Blake DATE: 05-24-04 RE: Smokey Point Dodge Hi, I see by the plans that there are proposed changes to the stormwater drainage system. Have these details been approved by Engineering? Is the project proponent required to bring their stormwater system up to current specifications being that this was developed under county regulations and it may no longer meet the DOE manual requirements? Is there any significant trees/Landscaping on the site that will be disturbed as a result of this proposal? Than B • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: p� 0 C1 e- BP #: 0y-S 1p3 DATE: j` 2 1 10 t/ _RETURN THIS FORM BY: //O W L PROJECT SUMMARY: C-h RESPONDING DEPARTMENTS: `L�LL �u� S � ;K TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE RECEIVED ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT COA BUILDING DEPT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. 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 LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO C NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY I)ATE Og U u MAY 2 4 2{O4 U City of Arlington Utilities Div. Building Department REQUEST FOR REVIEW FORM NAME: Srn We�� P� `moo c1 BP #: dy-S 9p3 DATE: � 2 I /U LI RETURN THIS FORM BY: /D W L PROJECT SUMMARY: RESPONDING DEPARTMENTS: TOM C., FIRE KAREN L., UTILITIES BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. 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 LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT COMMENTS �� c 1116-w Ae, wAcv IRS Inlay, 5"< 13 REVIEWED BY DATES a CITY OF ARLINGTON CONSTRUCTION PERMIT /� �j �/ ?� ❑ COMBINATION eaulLOING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. '`' —J ( 6 J OWN MAILA RE55 la L P 1g .�. p,O•IDOo �l ►�eLlr4 I T ZIP z3 31� A N TEC OR DESWNER MAIL CITY ZIP PNDIuE f- �( �l V g 27:� 3 �424 N RAL CONTR i MAIL ADDRESS CITY ZIP HONE � T �o.�x ICE 4ANICAL CONTRACTOR MAIL ADDRESS CITY r_ ZI► PHONE LICENSE I N _ PLUMBING CONTRACTOR MAIL ADDRESS C17Y ZIP PHONE LICENSE NN CLA_ O K NEW ❑ADDITION ALTERATION ❑REPAIR []DEMOLITION ❑BUILDING RELOCATION VALUATION Of WORK $ 2 DLSCRIBE WORK kmwt auc bmFft PROPOSE D USE Of BOIL NG I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA• LL RIPIJWOF PROPIR N W O LOR ATTACH FOUR COPIES) TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI• Ll ptl1 SIONSOF LAWS AND ORDINANCES GOVERNING THIS TYPE OFWORK tl 4 uC� �i WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE �I GRANTING OFA PERMIT DOES NOT PRESUMETO GIVEAUTHORITYTO 'OS-1-ozl-00A 4 i 3I0 f f-jzo-000� VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR AX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION.PERM[T EXPIRE4 YEAR FROM DATE OF ISSUANCE. 11T7!AUV lSS SIGW ONfRACT IL11E q cOFFICE USE ONLY) PLUMBING ' MECHANICAL NO. TYPE,OF FIXTURE FEE N0. TYPE OF EQUIPMENT FEE WATER CLOSET I TUILE T) AIR CONU.UNITS-H.P.EA. BATH U -- REFRIGERATION UNITS-H.P.EA. LAVA108Y IWASH BASIN) BOILERS- .EA SI�WIR GAS FIRED A. . NITS-TONNAGE EA, KI ICNLN SI 8 UISP• FORCED AIR SYS 5-B.T.0 MEA UISIIWASIIEk IK WALL HEATERS LAUNDRY IRAY UNIT HEAIERS-R.T.U. M CLUIHESWASHLR EVAPORATIVE COOLERS / WA 1 ER IIEATER CLOTHES DRYERS URINAL VENTILATICN FAN DR INKING FWN I AIN RANGE HOOD COM M E RC I A TLUOK UNAIN AIR HANDLING UNIT CPM VACUUAIBREAKERS STOVE L RUE11 DRAINS•-AAINJ,4EAUj k$ I METAL FIR ACE dr CHIMNEY SINK(SERVICE-o4k.ETC.) WAT EATER r PIPING SUBTOTAL S SUBTOTAL S PERMIT S PERMIT I TOTAL FEE B TOTAL FEE I SIDL YARV SLIBACK STREEI SLIBACK REAR YARD SETBACK PLAN GHECK NUMBER PLAN CHECK FEE S/ FEE RECEIPT NO. U T LUNI ` A LOT AREA VACANT SI /` ❑YES P]P40 FEES VALUATION Fee TYPE OE 1, OCCUPANCY GROVE NO.OF DWELLING UNITS PLAN CHECKING Vp 2 P/ 3 OFILOG. NO,tlf STURILS MAR.OCC.LOAD ��� S /f K - J L/ S `c PLUMBING FIRESPRI ERSREQUIRRD •• ❑YES NO MECHANICAL COMMENTS STATE BUM CODE RECEIVE EIYER13Y CODESIIRCNAROE � . 5-0 PENALTY U.B.C. SEC.SD341 WAt0VRWER PEES MAY 2 0 2004 TOTAL ►J"T VAUDATION OA DING ® MMINPROPERLYVNIDATED BNTHLISPACB TM6y YOUkPENMT&RICO" _— (�/_ BUILDING I IB. �v PAID CRIi BY cc:ASSESSOR,APPLICANT.TREASUIIER,BLDG.DEPT. SUILOING01'"Cuu DATE RECORDS COPY • _ '. . F •v� �� .. ... . CARLETTI ARCHITECTS, P.S. � q�y�vp�,�t q�r architecture&planning LETTER OF T1LOLy1A�Y ayA�Y RTTA1L, TO: 0/':- 1`W4�dA,1 DATE: Q!�OR/ 23 6 009-� CW MAeK_ NdEr, JOB NO.: 6'3 "56P G woo. �i�1z.23 RE: -C?Q24e A +14', LJ N10A F %Qok- WE ARE SENDING YOU ❑Attached ❑Under separate cover via the following items: ❑Shop drawings ❑ Prints tans ❑ Samples ❑ Specifications ❑Copy of letter ❑ Change order ❑ Copies Date Revised/No. Description 1 0 WC4 � ��T �•r�►cptlorJ 05hi I[4. 85 QO4- .161+c a��5 oS Lilo¢ otatmi THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution ❑As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS REUMW M ey 2 0 2004 GO,A BUILDING DEPT �>�`/� 6h�� COPY TO SIGN /f enclosures are not as noted,kindly notify its at once. Carletti Architects,P.S. 2204 Riverside Drive,Suite 270 Mount Vernon, WA 98273 (360)424-0394 FAX(360)424-5726 i .. � . _ . . . .. .� . . . _ t. _ ., 'r 1 i. '� r. .w.r _ .� 'j ♦� I I 1 •�.'? t ri :- 1. �1 � 1. r � 1 1 . , ri •� � . • ,.� r� 1 • r • � . PROJ 'E C- T - C R IT E R I A Z-_ , JURISDICTION: SNOHOMISH COUNTY 1 PROJECT ADDRESS: 16610 35TH AVENUE NE ARLINGTON,WA 98223 TAX ACCOUNT NO: 293105-1- 21-0008 293105-1-020-0009 LEGAL DESCRIPTION: THE EAST 455.34 FEET OF THE SOUTH 518 OF THE N 112 OF THE SE-1/4 OF THE NE-1/4 OF SEC. 29,TWN, 31N, RGE 5E., W.M, LYING SOUTH OF A LINE WHICH IS 30 FEET SOUTH, AS MEASURED AT RIGHT ANGLES AND RUNS PARALLEL LEL TO THE SOUTH LIMII OF THE N-31S OF SAID SUBDIVISION;EXCEPT THE EAST 50.0 FEET FOR ROAD. ALSO KNOWN AS LOTS 2 AND 3 OF REV.SP 194-74 SNOHOMISH CO.A.F.NO. 8307280298 y v, ��. I Project:�2Nr Date: O 5//a/0 Permit k OA� 'bOfJGa� A COMPLETED APPLICATIOiV MUST CONTAIN THE FOLLOWING: Q Owner's name,Address, City, Zip, Phone# - Architect's name, Address, Phone# (if over4,000 square feet) _ 7Q Contractor's name, Address, City, Zip, Phone, License•# 0� Class of work 13 Valuation of project RECEIVED RECEIVED0 Description of work HAY 2 0 2004 Q Proposed use of building MAY 2 0 2004 '0A 13UILDING DEPT Plat name, Lot# and parcel tax ID # (found on property tax st9fih6riOUILDING DEPT Q Signed and dated Plan Review Fee RESIDENTIAL SINGLE FAMILY MULTI-FAMILY, COMMERCIAL& & DUPLEX INDUSTRIAL 5 copies of site plan including 8 copies of site plan storm drainage design ✓ 2 copies of Architectural drawing 8 copies of Structural &architectural drawings 2 copies of WSEC Energy 3 copies of WSEC Energy Calculations or City of Arlington p`' Calculations or City of Arlington form form Copy of current contractor's 8 copies of Storm Drainage Design license Np'` copies of Structural Calculations 8 Each—On-Site Utilities Drawings,Off-Site improvement'Drawings SEPA Checklist (If building is over 4,000 sq. ft.) 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