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Home My WebLink About16419 SMOKEY POINT BLVD_056376_2026 Y ZS INSPECTION REPORT ¢1.ZN G rO Permit No.: n.5- 63 7& Lot #: Q' Address: t 1�yr q -SmC, /&., PT 3'_/a Contractor: 3+ OCo_Owner: INC',� 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: Date: /a 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 /Z!O Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: z�z NSPECTION REPORT i�; Permit No.: 05- 63 7lp Lot #: Address: /&Y i5Contractor: .� 8. �O Owner: �SS Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION 2KCORRECTION 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. 5eZ412r 4Mt-- ,.,f ro P�-a I AJ r24-1—L 900 c5LA ex_.� t)rJ Go c�lO�Al S — �,v►7 ,.i S�c►-rr� y2.� 2.3�1 �f Uzi Inspector: ��'Z�s�ti- Date: /'0 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical M-Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in X Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT 1� C' y ti1N Gr0 Permit No.: oS C 3 7 L-, Lot #: Address: i tv v i 9 $2r 64-VO Z Contractor: JW is a 4 Z L3q 102-1 ems, �4 Owner: i�f . C�u- AN lc- G IN Date: 61- 2-6 -cS' ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION 0 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: �l TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical XGrid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 1i 1-`t �xL"✓ INSPECTION REPORT ¢tiIN G T® Permit No.: 0 S 6 3 71m Lot#: Q" Address: f e 6' s • Z Contractor: J uc 13 �O Owner: !� �t1 �<- I N Date: q—`i—C S� 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. y2i Z3c' goz7 Inspector: !',z — Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing 'W( Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 1 a C-a INSPECTION REPORT ¢y1N G rO Permit No.:05-4 3 76-ot#: F Address: / `f / 1 - �• - Contractor: —4 f O Owner: cll. / s� G 9,I N � 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: Date: 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 ❑ Final ❑ Masonry ❑ Drainage /2r Insulation 0 Other: V' INSPECTION REPORT 1'-;' 4 To Permit No.: -3�*'Lot #: Address:Contractor: /�< </4bi 'e ,t4Owner: C�3�r2z.Date: 8 ' ��— AAPPROVAL ❑ 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. C Inspector: �� Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor �raming ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 'L o3 p - INSPECTION REPORT 4�ZN G TO Permit No.: ©cS 63-7 Eo Lot #: Address: t 151-4(l S.M !�:, Pr QLrO Z Contractor: ! i� Li L z 9 O Owner: Al . QQJrJ22? get Am- `S I N G� Date: i S - os ❑ APPROVAL ;PARTIAL APPROVAL ❑ VIOLATION ,g CORRECTION REQUESTED ,i.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. 72.,E�i�a /• :� �3-S <..in.t E .wK.s � f�� 11%r 2 A�'P2 o r� -14 Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing 1� Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork 0 Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: PA INSPECTION REPORT N cTo Permit No.:(_1�6"4 376 Lot#: Q Address: 16� Contractor: ,c z �O Owner: 9 Date: $.je 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. 114ZCCr/ '4,o�57-939'r ®a�' Inspector: Date: �— TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove �C Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT . �¢ti0 G, Permit No.: c)S- 4937G Lot #: Address: 1 61f 1 , T Contractor: _1,4 8j a Yzf 2-31 'foLl 4 Owner: s�ljNG� Date: -7- Li--off -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�OR RE-INSPECTION - 24 hour notice required. Inspector: Date: r S� 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 ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: Ir yt, ��r-- 'NSPECTION REPORT ¢titN G rO Permit No.: 05 07( Lot #: Address: i Q 4 19 S�vtk,.� Pr- 6 ;. .- Contractor: -1 A(h 6' wzr AVY icz,7 1E, � ~� 4 Owner: C s. 3 ^3 y- SHIN Cs� Date: AAPPROVAL ❑ 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. �arrI Inspector: Date: �. � - �► 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 ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT Permit No.: OS le'Alfa Lot #: Q" Address: [ (&ti 19 Contractor: -�� e �O Owner: ,4 . 'R AA is LINO Date: ,3kAPPROVAL ❑ 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: G /S-OS' 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 ❑ Final ❑ Masonry OkDrainage ❑ Insulation 01 Other: INSPECTION REPORT 4ti1N GTO Permit No.: _�� Lot# Address: Z Contractor: rN G�4 Owner. n 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. -) Date: Inspector: i f 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 ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT Q� T Permit No.: 05 le3l fo Lot#: Address: 161419 S.vt k:n Pi OL"lo Contractor: •.Su 3, �57 4gr 2-31 qm? O Owner: N yr-rt 4-j,_;4 (jA!Alic— ii 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: �c - Date: Io-8-0& 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 ❑ Final ❑ Masonry ❑ Drainage ' Insulation 5- L-•t&. ❑ Other: io 'i9 INSPECTION REPORT o ¢y1N G?'o Permit No.: dS 6376 Lot #: Q' Address: j 6 y/9 -S Contractor: i c Owner: NDfLrrt Co, 6A0gje__ I N C' Date: fo b Ef 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. r �,,a OP )7 4 /q'019rz-.-�,��o Inspector: .5 Date: - !as-TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation 4 Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT 1;4 ?' Permit No.: DS (c 637 Lot #: Address: / � -( 19 5:-A ►(--, eT Contractor: -AeA a-� y t i' Z3�Owner: %Li ar �.;�% '�� K Date: ©,4r 1U 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. 2--r7.y Inspector: �t,�r-� Date: 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 ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: I© INSPECTION REPORT ie +V' G?O Permit No.: 05 6 3 7 t- Lot #: Address: i,t-v /1i S,Yr lent/ r— Contractor: -t& 6,e5- Owner: IN O,S4 _ /Ze z_a-rf Date: V S ❑ 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: c,c Date: 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 ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: 6i 6"A-na". C; I -r,y tom " H1_ 1 r%1t3-rC)t_1t �vt� -r r2uc r I c�rq f:>E-- HM I "t, V-D,L--- Rt-1 I -r t%tu _ _ IZIt5--� ___37c�, Owner: NORTH COUNTY BANK 16419 SMOKEY POINT BLV'D ARLINGTON 98223 Value of Work: $198, 548. 00 Tax ID: 310528-002-010-00 Phone: Describe Work: 2232 SO FT ADDITION Proposed Use: OFFICES/BANK Legal Description: Job Address: 16419 SMOKEY POINT BLVD Contractor's Name Type Address License - JUBIE CONSTRUCTION GEN 4229 76TH ST NE JUBIEC1078B6 P E R M I T F E E S Equipment and Fixtures Number Fee Total Charge PLUMBING FIXTURES 5 $10. 00 $50. 00 S U fB T O T A L. . . . . . $50. 00 TOTALS Fee Permit Fee $1, 742. 70 Fixture $50. 00 Plan Fee $1, 132. 76 Plumb Permit $25. 00 State fee $4. 50 Traffic Mitigation $3, 114. 00 SIGNATURE: TOTAL FEE. . . . . . . . . . . . . . . . . $6, 068. 96 I HEREBY C •RTIFY 'T T I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $1, 137. 00 KN-W THE SAME TO BE TRUE AND COR- R•C ALL PROVISIONS OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $4, 931. 96 OE D1 NANt-i GU 'ERt ING THIS TYPE OF W- K WI I M IED WITH WHETHER I f i N BIZ NOT. 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Date/Time:3/7/2005 11:46:39 AM Answers to Frequently Asked Questions about Parcel Data(opens as new window) Return to PrODerty Information Entry page Parcel Number 31052800201000 Prev Parcel Reference 28310520100000 View Map of this parcel (opens as new window) Links to property information below • General Information Names&Addresses,Property Legal Description • Treasurer's Tax Information Total Current Year's Taxes and other information • Assessor's Property Values Market Values,Current Use Values(if any) • Assessor's Property Characteristics Tax Code Area,Use Code,Parcel Size • Assessor's Structure(s) Data Data related to the structures on a parcel • Assessor's Prosy Sales Sales recorded since 7/31/1999 • Assessor's Mapping Information Traditional and Interactive maps,Neighborhood General Information Taxpayer Name it Address (contact the Treasurer if you have questions) NCB LLC 114229 76TH ST NE #204 - - - MARYSVILLE,WA 98270 If the above mailing address is incorrect and you want to make a change,see the information on Name and Address Chan-ge Owner Name ii Address (contact the Assessor if you have questions) NCB LLC 114229 76TH ST NE # 204 --- MARYSVILLE,WA 98270 Street(Situs)Address (contact the Assessor if you have questions) NT BLVD -- - ARLING ON,WA 98223 Parcel Legal Description SEC 28 TWP 31 RGE 05 N 208.71FT OF W 208.71FT OF FDT W 7 AC OF S 528FT OF NW1DLESSCO RD LESS N 170FT THOF&LESS S 119FT THOF LESS R/W TO CO PER SWD REC AF 9304220640 Go to "Treasurer's "Tax Information Taxes .For answers to questions about Taxes, please contact the Treasurer's office (opens as new window) 2005 Taxes for this parcel $13,903.83 (Taxes may include Surface Water Management and/or State Forest Fire Patrol fees. LID charges,if any,are not included.) To obtain a duplicate tax statement, either download our Tax Statement RMUest form or call 425-388-3366 to request it by phone. Go to flop of_page http://web5.co.snohomish.wa.us/propsys/asr-tr-propinq/PrpIngO2-ParcelData.asp?PN=31052800201000 3/7/2005 �• �" i � �[ 1 Snohomish County, WA Assessor Parcel Data , Page 1 of 2 1 SnohomishOnline Government Information& services County4O Washington R E A L * Property Information County Quick Info Directory Departments E io links: I p �rment Calendar Questions Search County Home Common AssessorHome Treasurer Home Information on which De ap rtment to contact links: Please view Disclaimer If you have questions,comments or suggestions,please Contact Us. Date/Time:3/7/2005 11:44:50 AM Answers to Frequently Asked Questions about Parcel Data(opens as new window) Return to Property Information Entry Parcel Number 31052800201000 Prev Parcel Reference 28310520100000 View Map of this parcel (opens as new window) Links to property information below • General Information Names&Addresses,Property Legal Description • Treasurer's Tax Information Total Current Year's Taxes and other information • Assessor's Property Values Market Values, Current Use Values(if any) • Assessor's Property Characteristics Tax Code Area,Use Code,Parcel Size • Assessor's Structure(s) Data Data related to the structures on a parcel • Assessor's Property Sales Sales recorded since 7/31/1999 • Assessor's Mapping Information Traditional and Interactive maps,Neighborhood General Information Taxpayer Name 11 Address (contact the Treasurer if you have questions) NCB LLC 114229 76TH ST NE #204 --- MARYSVILLE,WA 98270 If the above mailing address is incorrect and you want to make a change,see the information on Name and Address Changes Owner Name 11 Address (contact the Assessor if you have questions) NCB LLC 114229 76TH ST NE #204- - - MARYSVILLE,WA 98270 Street(Situs)Address (contact the Assessor if you have questions) T BL D--- NG 9 Parcel Legal Description SEC 28 TWP 31 RGE 05 N 208.71FT OF W 208.71FT OF FDT W 7 AC OF S 528FT OF NWIA LESS CO RD LESS N 170FT THOF&LESS S 119FT THOF LESS R/W TO CO PER SWD REC AF NO 9304220640 G of pa 'Treasurer's 'Tax Information Taxes For answers to questions about Taxes, please contact the Treasurer's office(opens as new window) 2005 Taxes for this parcel $13,903.83 (Taxes may include Surface Water Management and/or State Forest Fire Patrol fees. LID charges,if any, are not included.) To obtain a duplicate tax statement,either download our Tax Statement Request form or call 425-388-3366 to request it by phone. Go lotop ot—p http://web5.co.snohomish.wa.us/propsys/asr-tr-propinq/PrpIngO2-ParcelData.asp?PN=31052800201000 3/7/2005 Snohomish County, WA Assessor Parcel Data Page 1 of 2 Snohomishonfine Govrnm•nt information &s•rvic•s County4O Washington R L A L * Property Information CountyQuick Info Directory Departments Em Ip oyment Calendar Questions Search County Home links: Common AssessorHome Treasurer Home Information on which Department to contact links: Please view Disclaimer If you have questions,comments or suggestions,please Contact Us. Date/Time:3/7/2005 1:22:09 PM Answers to Frequently Asked Questions about Parcel Data(opens as new window) Return to Property Information Entry page Parcel Number 31052800201000 Prev Parcel Reference 28310520100000 View Map of this parcel (opens as new window) Links to property information below • General Information Names&Addresses,Property Legal Description • Treasurer's Tax Information Total Current Year's Taxes and other information • Assessor's Property Values Market Values,Current Use Values(if any) • Assessors Property Characteristics Tax Code Area,Use Code,Parcel Size • Assessor's Structure(s) Data Data related to the structures on a parcel • Assessor's Property Sales Sales recorded since 7/31/1999 • Assessor's Mapping Information Traditional and Interactive maps,Neighborhood General Information Taxpayer Name II Address (contact the Treasurer if you have questions) NCB LLC 114229 76TH ST NE #204 - - - MARYSVILLE, WA 98270 If the above mailing address is incorrect and you want to make a change,see the information on Name and Address Changes Owner Name II Address (contact the Assessor if you have questions) NCB LLC 114229 76TH ST NE #204 - - - MARYSVILLE, WA 98270 Street(Situs)Address (contact the Assessor if you have questions) T BLVD - - -ARLINGTON, WA 98223 C Description 28 TWP 31 RGE 05 N 208.71FT OF W 208.71FT OF FDT W 7 AC OF S 528FT OF NW1/4 LESS D LESS N 170FT THOF&LESS S 119FT THOF LESS R/W TO CO PER SWD REC AF NO 220640ae "Treasurer's 'Tax Information Taxes For answers to questions about Taxes, please contact the Treasurer's office (opens as new window) 2005 Taxes for this parcel $13,903.83 (Taxes may include Surface Water Management and/or State Forest Fire Patrol fees. LID charges,if any, are not included.) To obtain a duplicate tax statement, either download our Tax Statement Request form or call 425-388-3366 to request it by phone. Go to top of page http://web5.co.snohomish.wa.us/propsys/asr-tr-propinq/PrpIngO2-ParcelData.asp?PN=31052800201000 3/7/2005 Snohomish County, WA Assessor Parcel Data Page 1 of 2 SnohomishOnline Govrnm•nt Information& Sorvices County4O Washington R E A. L * Property Information County Quick In Directory_Departments Employment Calendar Questions Search County Home links: e m a Common AssessorHome Treasurer Home Information on which De gnt to contact links: —- - - p— —__ Please view Disclaimer If you have questions,comments or suggestions,please Contact Us. Date/Time:3/7/2005 1:22:09 PM Answers to Frequently Asked Questions about Parcel Data(opens as new window) Return to Property Information Entry age Parcel Number 31052800201000 Prev Parcel Reference 28310520100000 View Map of this parcel (opens as new window)] Links to property information below • General Information Names&Addresses,Property Legal Description • Treasurer's Tax Information Total Current Year's Taxes and other information • Assessor's Property Values Market Values,Current Use Values(if any) • Assessor's Property Characteristics Tax Code Area,Use Code,Parcel Size • Assessor's Structure(s) Data Data related to the structures on a parcel • Assessor's Property Sales Sales recorded since 7/31/1999 • Assessor's Mapping Information Traditional and Interactive maps,Neighborhood General Information Taxpayer Name 11 Address (contact the Treasurer if you have questions) NCB LLC 114229 76TH ST NE # 204 - - - MARYSVILLE,WA 98270 If the above mailing address is incorrect and you want to make a change,see the information on Name and Address Changes Owner Name 11 Address (contact the Assessor if you have questions) NCB LLC 114229 76TH ST NE # 204 -- - MARYSVILLE, WA 98270 Street(Situs)Address (contact the Assessor if you have questions) .V --- ARLINGTON, Parcel Legal Description SEC 28 TWP 31 RGE 05 N 208.71FT OF W 208.71FT OF FDT W 7 AC OF S 528FT OF NW1/4 LESS CO RD LESS N 170FT THOF&LESS S 119FT THOF LESS R/W TO CO PER SWD REC AF NO 9304220640 Go a Treasurer's Tax Information Taxes For answers to questions about Taxes, please contact the Treasurer's office (opens as new window) 2005 Taxes for this parcel $13,903.83 (Taxes may include Surface Water Management and/or State Forest Fire Patrol fees. LID charges,if any, are not included.) To obtain a duplicate tax statement, either download our Tax Statement Request form or call 425-388-3366 to request it by phone. Go to top of page http://web5.co.snohomish.wa.us/propsys/asr-tr-propinq/PrpIng02-ParcelData.asp?PN=31052800201000 3/7/2005 2003 Wo" igton State Nonresidential Energy Code Com, -ice Form 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July 2004 Project Info Project Address NORTH COUNTY BANK ADDTITION Date 3/11/2005 16419 SMOKEY POINT BLVD. For Building Departmgnt.Use ARLINGTON, WA 98223 Applicant Name: HARVEY JUBIE, sUBIE CONSTRUCTION Applicant Address: 4229 76TH AVE. NE, STE. 204, MARYSVILLE, WA 98270 MAR 1 4 20051 Applicant Phone: (360) 659-5556 Project Description ❑ New Building [A Addition ❑ Alteration ❑Change of Use Compliance Option Q Prescriptive ❑ Component Performance ❑ ENVSTD 2.1 ❑Systems (See Decision Flowchart(over)for qualifications) (4.0 not acceptable) Analysis Space Heat Type 0 Electric resistance *All other (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls 465. 0 — 2409 . 0 X 100 = 19 .3% 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option O no Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying assembly below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior-maximum U-factor is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic 30.0 If project qualifies for Concrete/Masonry Option,list walls All Other Roofs with HC>_9.0 Btu/fta°F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls' 11.0 from Table 20-5b in the Code. Below Grade Walls Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value&position) Slabs-on-Grade 10.0 Radiant Floors Maximum U-factors Opaque Doors Vertical Glazing 0.750 Overhead Glazing Maximum SHGC(or SC) Vertical/Overhead Glazing Semi-heated space 2 Minimum Insulation R-values Roofs Over Semi-Heated Spaces2 1.Assemblies with metal framing must comply with overall U-factors 2. Refer to Section 1310 for qualifications and requirements Notes: Designs Northwest Architects Inc. Page 4 2003 Wa," igton State Nonresidential Energy Code Com ice Form Envelope • ZoneT ENV-SUM 2003 Washington Slate Nonresidential Energy Code Compliance Forms Revised July 2004 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not,either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type:For the purpose of determining building envelope Electric Resistance:Space healing systems which use electric resistance requirements,the following two categories comprise all space healing types: START elements as the primary heating system including baseboard,radiant,and Other:All other space healing systems including gas,solid fuel,oil,and forced air units where the total electric resistance heat capacity exceeds 1.0 propane space healing systems and those systems listed in the exception to W/ft2 of the gross conditioned Floor area. Exception:Heat pumps and electric resistance. (continued at right) terminal electric resistance heating in variable air volume distribution systems. Electric NO Resistance Yes Heat? i All walls R-11 / tvtasonrywall Nlasopl All walls R-19 insulation. No►l criteria OK? Yes yes criteria OK? insulation? �\(below) (below) Yes T Yes No No <40% <40% <20% <20% Glazing? No No Glazing? Glazing? No No Glazing? Yes Yes Yes Yes All Insulating Installed? All Insulating Installed? All Insulating Installed? All Insulating Installed? Opague Wall R-11 Opague Wall R-11 Metal Framed Wall U-0.062 Metal Framed Wall U-0.062 Below Grd Wall(ext) R-10 Masonry Wall(int) U-0.19 Other Opaque Wall R-19 Other Opague Wall R-19 Below Grd Wall(oth) R-11 Masonry Wall(other) U-0 25 Masonry Wall(int) U-0.19 Below Grd Wall(ext) R-10 Roof Over Attic R-30 Below Grd Wall(ext) R-10 Masonry Wall(other) U-0.25 Below Grd Wall(oth) R-19 All Other Roof R-21 Below Grd Wall(oth) R-11 Below Grd Wall(ext) R-10 Roof Over Attic R-38 Raised Floor R-19 Roof Over Attic R-30 Below Grd Wall(oth) R-19 AN Other Roof R-30 Slab-On-Grade R-10 All Other Roof R-21 Roof Over Attic R-38 Raised Floor R-30 Radiant Floor R-10 Raised Floor R-19 All Other Roof R-30 Slab-On-Grade R-10 Opaque Door U 0.60 Slab-On-Grade R-10 Raised Floor R-30 Radiant Floor R-10 Radiant Floor R-10 Slab-On-Grade R-10 Opaque Door U 0.60 Glazing Criteria Met? Opaque Door U-0.60 Radiant Floor R-10 Glazing Criteria Met? Glazing Vert OH Glazing Criteria Met? Opaque Door U-0.60 Area% UVal UVal SHGC Glazing Criteria Met? Glazing Vert OH 0-15% 090 1.45 1.00 Glazing Vert OH g Area% UVal UVal SHGC 15-20% 0.75 140 1.00 Area% UVal UVal SHGC Glazing Vert OH 0-20I 0.40 0.80 1.00 20-30% 0,65 1,30 0.65 0-10% 0.90 1.45 1.00 Area% UVal UVal SHGC 30-40% 0.60 1.30 0.45 10-15% 075 1.40 1.00 0-20% 0.40 0.80 1.00 15-20% 065 1 30 0.80 20-25% 0.60 1.30 0.45 Yes Yes No Yes-, r Prescriptive No Path Allowed Yes No Component Performance - ► or - No Systems Analysis Required Concrete/Mason Option* Wall Heat Capacity (HC) *If the area weighted heat Assembly Description Assy.Tag HC** Area(sf) HC x Area capacity(HC)of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls,assume HC=1.0 unless calculations are provided;for all other walls,use Totals Section 1009. Area weighted HC:divide total of(HC x area)by Total Area Designs Northwest Architects Inc. Page 3 u 1` •i 2003 W2 igton State Nonresidential Energy Code Com ice Form Envelope ' Calculfflons Climate Zonefw ' 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July 2004 Project Address NORTH COUNTY BANK ADDTITION Date 3/11/2005 Space Heat Type Q Electric resistance Q• All other For Building Department Use Glazing Area as%gross exterior wall area 19.3% Prop. 40.0% Max.Target Concrete/Masonry Option O Yes Q No Notes: If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). If Concrete/Masonry Option is used,Target U-factors,SHGC and Glazing%will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA List components by assembly ID&page# U-factor x Area(A) =UA(U x A) U-factor x Area(A) =UA(U x A) U=0.400 Plan IDA, A6.1 0.750 63.0 47.3 0.750 465.0 348.8 U=0.400 Plan ID B, A6.1 0.750 226.0 169.5 Glazing% Electric Resist. Other Heating rn U=0.400 Plan ID C, A6.1 0.750 113.0 84.8 0-15% 0.40 0.90 C 'iq U=0.400 Plan ID D, A6.1 0.750 63.0 47.3 >15-20% 0.40 0.75 > C9 U= Plan ID: >20-30% see note above 0.60 U= Plan ID: >30-40% see note above 0.50 U= Plan ID: (see Table 13-1 for Conc/Masonry values) U= Plan ID: m Q U= Plan ID: Glazing% Electric Resist. Other Heating m > U= Plan ID: 0-15% 080 1.45 O O U= Plan ID: >15-20% 0.80 1.40 v t o U= Plan ID: >20-30% see note above 1.30 o U= Plan ID: >30-40% see note above 1.25 > IY O r U= Plan ID: (see Table 13-1 for Conc/Masonry values) O 1U= Plan ID: � �, U= Plan ID: m o U= Plan ID: Electric Resist. Other Heating O U= Plan ID: 0.60 0.60 n u R=38.0 Plan ID A2.2 0.036 2884.0 103.8 0.036 2884.0 103.8 > R= Plan ID: Electric Resist. Other Heating C O c R= Plan ID: 0.031 0.036 R= Plan ID: a� O IY R= Plan ID: Electric Resist. Other Heating R= Plan ID: 0.034 0.050 R=19.0 Plan ID A3.i, A3.2 (ALL 272.2 0.140 1944.0 272.2 EXTERIOR WALLS) 0.140 1944.0 x R= Plan ID: ** m R= Plan ID: ** R= Plan ID: Electric Resist. Other Heating m R= Plan ID: Ordinary 0.062 0.14 O R= Plan ID: Conc(int) 0.19 0.19 R= Plan ID: Conc(oth) 0.25 0.25 **Note:sum of Target Areas here should equal Target Opaque Wall Area(see back) R= Plan ID: v R= Plan ID: Electric Resist. Other Heating o c7 ? R= Plan ID: 0.062 0.14 Note:if insulated to levels required for opaque walls,list above with opaque walls R= Plan ID: L > c. R= Plan ID: Electric Resist. Other Heating = R= Plan ID: 0.029 0.056 R= Plan ID: `c R=10.0 Plan ID A2.2 0.540 2508.0 1354.3 0.540 2508.0 1354.3 u E R= Plan ID: Electric Resist. Other Heating o °1 R= Plan ID: F=0.54 F=0.54 R= Plan ID: (see Table 13-1 for radiant floor values) *For CMU walls,indicate core insulation material. Totals 7801.0 2079.1 Totals 7801.0 2079.1 For compliance: 1)Proposed Total Area shall equal Targe o a rea, and 2)Proposed I Otal UA shall not exceed rge otal 0A. 2003 Wa igton State Nonresidential Energy Code Com ice Form Climate Zone 1 ENV-SHGC 2003 Washington State Nonresidential Energy Code Compliance Fuj n. Revised July 2004 Glazing Proposed SHGC Target SHGC List components by assembly ID&page# SHGC* x Area(A) =SHGC x A SHGC x Area(A) =SHGC x A ID:VERTICAL GLAZING 1.000 465.0 465.0 1.000 465.0 465.0 rn ID: Glazing% Electric Resist. Other Heating N ID: 0-20% 1.00 1.00 ID: >20-30% not allowed 0.65 ID: >30-40% not allowed 0.45 ID: (see Table 13-1 for Conc/Masonry values) *Note:Manufacturer's SC may be used in lieu of SHGC. Totals 465.O 465.0 Totals 465.0 465.0 For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE:Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target • Calculations If the total amount of glazing area as a%of gross exterior wall area(calculated on ENV-SUM1)exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Glazing Area OG= OG= VG= 465.0 Note: OG=overhead glazing Opaque Area 2884.0 1944.0 VG=vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area 2409.0 X 40.0% _ 00 = 963.6 Target OG Area in Roofs over Attics Target OG Area in Other Roofs Max OG Remaining Target VG Area For Target OG's,the 963.6 — Fj lesser = 963.6 — �j lesser = 465.0 lesser values are used both here and �> 963.6 �> 963.6 I below. Proposed Opaque Area Proposed OG Area Target OG AreaW Target Opaque Area Roofs over Attics 2884.0 + _ = 2884.0 Other Roofs + I — _ Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walls 1944.0 I + 1 465.0 — 465.0 = 1944.0 1 1 Target Areas OK Note: If there is more than one type of wall,the Target VG Area may be distributed among them,and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. t� `_ �i 2003 Wa ri ton State Nonresidential Energy Code Corr ice Form , Buil • • Permit PlanTChecklist NW ENV-CH 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July 2004 Project Address NORTH COUNTY BANK ADDT1T10N Date 3/11/2005 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type: Electric resistant Ilf"Other', A2.2 Indicate on plans that electric resistance heat is not allowed 1310.2 Semi-heated spaces Semi-heated spaces identified on plans if allowed N/A 1311 Insulation 1311.1 lnsul.installation Indicate densities and clearances A4.1 1311.2 Roof/ceiling insul. Indicate R-value on roof sections for attics and other roofs; A4.1 Indicate clearances for attic insulation; A4.1 Indicate baffles if eave vents installed; A4.1 Indicate face stapling of faced batts A4.1 1311.3 Wall insulation Indicate R-value on wall sections; A4.1 Indicate face stapling of faced batts; A4.1 Indicate above grade exterior insulation is protected; A4.1 Indicate loose-fill core insulation for masonry walls as necess; N/A Indicate heat capacity of masonry walls N/A if masonry option is used or if credit taken in ENVSTD: 1311.4 Floor insulation Indicate R-value on floor sections; N/A Indicate substantial contact with surface; N/A Indicate supports not more than 24"o c; N/A Indicate that insulation does not block N/A airflow through foundation vents 1311.5 Slab-on-grade floor Indicate R-value on wall section or foundation detail; A4.1 Indicate slab insulation extends down vertically 24"from top; A4.1 Indicate above grade exterior insulation is protected N/A 1311.6 Radiant floor 11ndicate R-value on wall section or foundation detail; N/A Indicate slab insulation extends down vertically 36"from the top; N/A Indicate above grade exterior insulation is protected; N/A Indicate insulation also under entire slab where re 'd.by Official N/A 1312 Glazing and doors Provide calculation of glazing area(including both vertical AO.2 vertical and overhead)as percent of pross wall area 1312.1 U-factors Indicate glazing and door U-factors on glazing and door A6.1 schedule(provide area-weighted calculations as necessary); Indicate if values are NFRC or default,if values are default A6.1 then specify frame type,glazing layers,gapwidth,low-e coatings,gas fillings 1312.2 SHGC&SC Indicate glazing solar heat gain coefficient or shading A6.1 coefficient on glazing schedule(provide area-weighted calculations as necessary) 1313 Moisture control 1313.1 'Vapor retarders Indicate vapor retarders on warm side A4.1 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; A4.1 Indicate va .retard.with sealed seams for non-wood strut. N/A 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A4.1 1313.4 Floor vapor retarder Indicate vapor retarder on floor section N/A 1313.5 Crawl space vap.ret. 111ndicate six mil black polyethylene overlapped 12"on ground A4.1 1314 Air leakage 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping A4.1, A6.1 1314.2 Glazing/door sealing Indicate weatherstripping A6.1 1314.3 Assemb.as ducts Indicate sealing,caulking and gasketing N/A PRESCRIPTIVEXOMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) Envelope Sum.Form Completed and attached. YES Provide component performance worksheet if necessary N/A Provide ENVSTD 2.1 screen 1 output if necessary N/A If"no"is shown for any question,provide explanation: .. .---,r �� I I 2003 WF 'n ton State Nonresidential Energy Code Corr ice Form Building 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July 2004 Envelope - General Requirements 1311 Insulation Product samples used for U-factor determinations shall be production line units or representative of units as purchased by 1311.1 Installation Requirements: All insulation materials the consumer or contractor. Unlabeled glazing and doors shall shall be installed according to the manufacturer's instructions be assigned the default U-factor in Section 2006. to achieve proper densities,maintain clearances, and maintain uniform R-values.To the maximum extent possible, insulation 1312.2 Solar Heat Gain Coefficient and Shading shall extend over the full component area to the intended R- Coefficient: Solar Heat Gain Coefficient(SHGC), shall be value. determined, certified and labeled in accordance with the National Fenestration Rating Council(NFRC) Standard by a 1311.2 Roof/Ceiling Insulation:Open-blown or poured loose- certified, independent agency, licensed by the NFRC. fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty Exception: Shading coefficients(SC)shall be an inches of clear distance from the top of the bottom chord of the acceptable alternate for compliance with solar heat truss or ceiling joist to the underside of the sheathing at the gain coefficient requirements. Shading coefficients roof ridge.When eave vents are installed, baffling of the vent for glazing shall be taken from Chapter 27 of openings shall be provided so as to deflect the incoming air Standard RS-27 or from the manufacturer's test data above the surface of the insulation. 1313 Moisture Control Where lighting fixtures are recessed into a suspended or 1313.1 Vapor Retarders:Vapor retarders shall be installed on exposed grid ceiling,the roof/ceiling assembly shall be the warm side(in winter) of insulation as required by this insulated in a location other than directly on the suspended section. ceiling. Exception:Vapor retarder installed with not more Exception: Type IC rated recessed lighting fixtures. than 1/3 of the nominal R-value between it and the Where installed in wood framing,faced batt insulation conditioned space. shall be face stapled. 1313.2 Roof/Ceiling Assemblies: Roof/ceiling assemblies 1311.3 Wall Insulation:Exterior wall cavities isolated during where the ventilation space above the insulation is less than framing shall be fully insulated to the levels of the surrounding an average of twelve inches shall be provided with a vapor walls.When installed in wood framing,faced batt insulation retarder. Roof/ceiling assemblies without a vented airspace, shall be face stapled. where neither the roof deck nor the roof structure are made of Above grade exterior insulation shall be protected. wood, shall provide a continuous vapor retarder with taped seams. 1311.4 Floor Insulation: Floor insulation shall be installed in Exception: Vapor retarders need not be provided a permanent manner insubstantial contact with the surface where all of the insulation is installed between the being insulated. Insulation supports shall be installed so roof membrane and the structural roof deck spacing is not more than twenty-four inches on center. Installed insulation shall not block the airflow through 1313.3 Walls:Walls separating conditioned space from foundation vents. unconditioned space shall be provided with a vapor retarder. 1311.5 Slab-On-Grade Floor: Slab-on-grade insulation 1313.4 Floors: Floors separating conditioned space from installed inside the foundation wall shall extend downward from unconditioned space shall be provided with a vapor retarder. the top of the slab a minimum distance of twenty-four inches or 1313.5 Crawl Spaces:Aground cover of six mil(0.006 inch to the top of the footing,whichever is less. Insulation installed thick)black polyethylene or approved equal shall be laid over outside the foundation shall extend downward a minimum of the ground within crawl spaces.The ground cover shall be twenty-four inches or to the frostline,whichever is greater. overlapped twelve inches minimum atthejoints and shall Above grade insulation shall be protected. extend to the foundation wall. Exception:For monolithic slabs,the insulation shall Exception:The ground cover may be omitted in extend downward from the top of the slab to the crawl spaces if the crawl space has a concrete slab bottom of the footing. floor with a minimum thickness of three and one-half 1311.6 Radiant Floors(on or below grade): Slab-on-grade inches. insulation shall extend downward from the top of the slab a 1314 Air Leakage minimum distance of thirty-six inches or downward to the top of 1314.1 Building Envelope:The requirements of this section the footing and horizontal for an aggregate of not less than shall apply to building elements separating conditioned from thirty-six inches. unconditioned spaces. Exteriorjoints around windows and If required by the building official where soil conditions door frames, openings between walls and foundation, between warrant such insulation,the entire area of a radiant floor shall walls and roof and wall panels;openings at penetrations of be thermally isolated from the soil. Where a soil gas control utility services through walls,floors,and roofs; and all other system is provided below the radiant floor,which results in openings in the building envelope shall be sealed, caulked, increased convective flow below the radiant floor,the radiant gasketed, or weatherstripped to limit air leakage. floor shall be thermally isolated from the sub-floor gravel layer. 1314.2 Glazing and Doors:Doors and operable glazing 1312 Glazing and Doors separating conditioned from unconditioned space shall be 1312.1 Standard Procedure for Determination of Glazing weatherstripped. Fixed windows shall be tight fitting with glass and Door U-Factors: U-factors for glazing and doors shall be retained by stops with sealant or caulking all around. determined, certified and labeled in accordance with Standard Exception: Openings that are required to be fire RS-31 by a certified independent agency licensed by the resistant. National Fenestration Rating Council(NFRC). Compliance 1314.3 Building Assemblies Used as Ducts or Plenums: shall be based on the Residential or the Nonresidential Model Building assemblies used as duds or plenums shall be sealed, Size. caulked, and gasketed to limit air leakage. Clayton M. Canfield, P.E. CONSULTING ENGINEER P.O. Box 1637 Mukilteo, WA 98275 425-471-6578 STRUCTURAL ENGINEERING CALCULATIONS CLIENT: Designs Northwest ARchitects PROJECT: Addition to North County Bank LOCATION: 16419 Smokey Point Blvd Arlington, WA C-9; �\ ` 'yet• �,G' Enclosed calculations valid for the ab ve sitp(s) only, tNorized copies display a colored wet stamp and colored wet signatuti f o er site Iocation. All others are unauthorized copies. 31466 -7S EO LXPIRES 10/18/ PIZGJECT-NO. 5001 March 10, 2005 Enclosed Calculations Performed By: RECEIVED Clayton M. Canfield, P.E. MAR 14 20051 COA BUILDING DEPT Crow(911(P Clayton M. Canfield, P.E. CONSULTING ENGINEER Experienced in Structural Analysis and Design P.O. Box 1637 -- Mukilteo, WA 98275 425-471-6578 DATE: G OS CLIENT: PROJECT NO: moo/ PROJECT: ��.a'N TT7 AeL,0V 47-Z7AJ C61i1AJ7-f Zr4/UA:f, LOCATION: Smo,�Y /bi vT 8L Yc> JURISDICTION: APPLICABLE CODE: 2003 IBC DESIGN CRITERIA: LIVE LOADS: DEAD LOADS: ROOF: (25) psf ROOF (str): '� (15) psf FLOOR: (40) psf MECH'L: ✓ (10) psf DECKS: (40) psf TOTAL ROOF: 245- 1(15) psf EXT. BALC: (60) psf FLOOR: (str): (10) psf psf MECH'L: 00) psf WIND: ✓ (85) mph EXP: G (B) PARTITIONS: (10) Osf SEISMIC ZONE: ✓ (3) TOTAL FLOOR: (10) psf SOILS: (Information based on U UBC minimums, (__) Owner's engineered soils report) SOIL WEIGHT: '� (110) pcf MAX. BEARING CAPACITY: (2000) psf MIN. BEARING PRESSURE: psf LATERAL EARTH PRESSURES: Active: (30) pcf At Rest: (50) PSF Passive:_ (150) pcf Engineer's wet stamp and wet signature on title sheet of calculations verifies engineering enclosed was performed for: (1) Lateral forces,_ Lateral forces on portions of building only (2)�ravity Loads,_Gravity Loads on portions of building only. (3)— Foundation, _Portions of foundation only _Gravity Loads_Lateral forces. (4) Modifications to above for existing structure. Engineer's wet stamp and wet signature appear on plan sheets which have been: —drafted in engineer's office, —reviewed by engineer for compliance with calculations, &-narked by engineer to meet engineering requirements. See calculations for engineering work performed. Work comprises= review of plans, ✓ sheets of engineering calculations, engineering notes, --engineering details. All parts void unless attached to or included in construction plans. Page ii "tscdescr" Clayton M. Canfield, P.E. CONSULTING CIVIL ENGINEER Experienced in Design and Engineering of Structures P.O. Box 1637 Mukilteo, WA 98275 425-471-6578 SIMPLIFIED DESIGN WIND PRESSURES DESIGN WIND PRESSURES FOR LATERAL ENGINEERING: Wind Pressure vs. Height and Exposure (Expressed in pounds per square foot) 85 mph Wind Speed Zone C Roof Angle 20 deg 00 6 psf) Horizontal Pressure: Uplift Pressure: Height: B C B C 30-40ft: 15 20 11 15 25-30 ft: 13 18.5 10 14 20-25 ft: 13 18 10 13.5 15-20 ft: 13 17 10 13 0- 15 ft: 13 16 10 12 Notes: a. In some cases, for simplification,the average or maximum pressure over the tributary area may be used. b. For remodels and additions,the following criteria are used: 1. All new construction is calculated as per the 2003 IBC 2. Where additional lateral forces are incurred, existing structure is checked and strengthened as necessary to carry additional forces. 3. Where existing structure is weakened, strength is added to compensate for that lost plus any new forces added. TSC-1-80 Page iii Clayton M. Canfield, P.E. CONSULTING CIVIL ENGINEER Experienced in Design and Engineering of Structures P.O. Box 1637 Mukilteo, WA 98275 425-471-6578 TYPICAL DESIGN WEIGHTS OF BUILDING SYSTEMS: ROOF SYSTEMS: Composition Roofing: 2.0-6.0 psf 1/2"COX plywood decking: 1.5 2x10's @ 16"or trusses @ 24": 3.6 1/2" Drywall ceiling: 2.2 Insulation: 2.0 Total: 11.3-15.3 psf (Add'I 5psf if concr tile or slate) EXTERIOR WALL SYSTEMS: Studs: 2x6's @ 16"o.c. (ave. 12"o.c.) 19.5 plf T&B Plates: 7.8 1/2" Drywall (1) side: 17.5 Insulation: 8.0 1/2"Sheathing: 8.0 Wood Siding: 16.0 Nails: 1.0 Blocking or Rim Joist: 2.6 Total: 80.4 pif INTERIOR WALL SYSTEMS: Studs: (2x4's @ 16": 9.0 plf Plates: 4.8 1/2" Drywall, both sides: 35.0 Misc: 1.2 Total: 50.0 pif FLOOR SYSTEMS: Flooring: 2.0 psf 3/4"COX Floor Sheathing: 2.3 2x10's @ 16"o.c.: 3.6 1/2" Drywall Ceiling: 2.2 (3/4"Gyperete 5.0) Total: 10.1 psf (15.1 psf W/gyperete) CMC-MWTS Page v Clayton M. Canfield, P.E. Project No. CONSULTING CIVIL ENGINEER Client: �u8je- Structural Analysis and Design Project: A)G. Subject: By: Date:a v i i I i 3 i l -7 �o�.�r► �3k Ass � � ._ � � � � l -� ! � � � 1 Fz I f i P.O. Box 1637 Mukilteo, WA 98275 Ph: (425) 513-6868 Clayton M. Canfield, P.E. Project No. 4s�2767) CONSULTING CIVIL ENGINEER Client. -,T 41E: Structural Analysis and Design • Project. Subject By. Date:#I* Ajeltl I i �0'� d4o— �/is! � �T�i l•J�C1T/� � I ! I i fi P.O. Box 1637 Mukilfeo, WA 98275 Ph:(425) 513-6868 Clayton A Canfield, P.E. CONSULTING ENGINEER Experienced in Structural Analysis and Design P.O. Box 1637 Mukilteo, WA 98275 425-471-6578 2003 IBC SEISMIC DESIGN CRITERIA PROJECT NO. SaaV DATE: `ate CLIENT: 8lE PROJECT: Av&,V 77' A. SEISMIC USE GROUP: 1 II III (default) (Sec. 1616.2&Figure 1616.2) B. SITE CLASS: A— B_C_D rBC default) E_F T(Table 1615.1.1) C. SPECTRAL RESPONSE: 0.2 Sec. Spectral Response: S.= [Figure 1615(1) default = 1.401 (If simplified or Equivalent Lateral Force Procedure used, proceed to Section G, using coefficients determined by asterisked lines below) 1.0 Sec. Spectral Response: S, = q. [Figure 1615(2) default= .351 D. SITE COEFFICIENTS: * Design Short-Period Site Coefficient: FA = /. d [Table 1615.1.2(1) default= 1.5] Design Long-Period Site Coefficient: Fv= [Table 1615.1.2(2) default= 1.7] "SMs=(FA)(Ss) _ (default= 2.1) SM,= (F„)(Sd_ (default=0.60) *Sos=(2/3)(SMs)= (default= 1.4) Spi=(2/3)(SML) _ (default= 0.40) To=(0.2)(SDL)/(Sos) _ (default=0.06) TS= (SDL)/(SDS)= (default= 0.29) E. IRREGULARITIES: 1 Plan Irregularities: 2. Vertical Irregularities: 1a. Torsional Irregularity 1a. Stiffness Irregularity 1 b. Extreme Torsional Irregularity_ 1 b. Extreme Soft Story 2. Re-Entrant Comers 2. Mass Irregularity 3. Diaphragm Discontinuity 3. Vertical Geometric Irregularity 4. Out of Plane Offsets 4. In-Plane discontinuity in LFRE's S. Non Parallel Systems 5. Weak Story cmc-seis-crit-IBC Clayton M. Canfield, P.E. Seismic Design Criteria F. STRUCTURAL SYSTEM: 1. Brg Wall --2. Bldg Frame 3. Mom Frm_4. Dual R= ne: BUILDING HEIGHT: h = Ft. STRUCTURE PERIOD, T=r4h„314) = sec. If T>0.7,V=W(C„I/RT)lf T<0.7,VaW(2.5CJR) (C=.035 for steel, .030 for concrete, .02 for wood buildings) G. SELECTED PROCEDURE: Simplified Static: Equivalent Force: Simplified Method Preliminary Base Shear: V= (1.2)(SDS)("/R= For ASD: V= (0.7)(1.2)(SDS)(W)/R= T Equivalent Lateral Force Procedure: C.= SDAR/1) l- LL- e:)' 9 (For ASD multiply by 0.7) CS= (67,7 W CS(MIN)=`�/�(0.44)SD9(I) _ V= CS(W) = ( For ASD: CS= ( )(0.7) = H. REDUNDANCY: ESTIMATED BASE SHEAR: k ESTIMATED r,naxi �'- Building Ground Floor Area: Sf (Use story above if all above are smaller than ground level) Redundancy Factor: p= 2- _!20 = 0,7a (Min. 1.0 < p< 1.5 Max.) Use p= �•� Amax y Ab cmc-seis-crit-IBC �� IIV 10 IN 1�74 &Z N Z N DE0 99VNOlS(N) H03W(N) /jINI3 r I / I \\ I I V LJ I N80M(N) 00 oc - gu m 30' n n a ;•. 1 Inn •1\ 1 L/:41 r Clayton M. Canfield, P.E. Project No. CONSULTING CIVIL ENGINEER Client: B>�' Structural Analysis and Design �; '• Project: JU��8 i900%d Subject 2-ATrXAL 4N A4-yS) s Pr Dater Gass f�iec•Es � , I �L.y +�. 11G� soon : s - ry,N- D,F :5.vr/ff�9 — 3779 sTNo)A) O, IWT Oe 70 L1'i.•r' _' '7 77G��1�1,5'-r.1�5!1.5� ,_ � _, I �G� pLF'-- s y✓3 ! 1 � O3y ( I I P.O. Box 1637 Mukilteo, WA 98275 Ph:(425) 513-6868 Clayton M. Canfield,P.E. Project No. �a� CONSULTING CIVIL ENGINEER .� Structural Analysis and Design Client. Project. Subject By., Dater G cis o . � 1 IUo �Rcs- T Y.-��1 — �s� �179T1vN; 1 , ir vow 4,7) :L.R.//� .=�.2 0 •fill°� �� 3 �. l O 9�G�� - J 4- J SSE y I P.O. Box 1637 Mukilfeo, WA 98275 Ph: (425) 513-6868 x I Clayton M. Canfield, P.E. Project No. 5001 P.O. Box 1637 Client: Jubie Mukilteo, WA 98275 Project: N. Cty Bk Add'n 425-471-6578 Component: Roof Designer: C.M.C. Date: 2/6/2005 Diaphragm Rotation Deflections: See pages 26-28 of APA Publication"Diaphragms" L= 44 Ft Length of Diaphragm B= 54 Ft Width Across Open End H= 9 Ft Height of Sidewalls w= 175 PLF Uniform Load Along Side P= 0 Lbs Point Load at End tdiaph= 0.319 in. Plywood effective shear thickness(Default for 3/8"= 0.293")** t.= 0.293 Effective Shear Thickness: t,M,= 0.293 Effective Shear Thickness: , E= 1,300,000 psi Modulus of Elasticity(Default= 1,300,000) G= 90,000 psi Modulus of Rigidity(Default=90,000) endiaPh= 0.00041 in. Nail Slip(Default=0.008)* erA"us 0.00149 Nail Slip(Default=0.008)* A= 10.5 Chord Cross-sectional area(Default=5.25 V= 7700 Reaction at Rear of Diaphragm Vdieph= 143 PLF (Unit Shear at Base Shearwall and Diaphragm) M= 169400 Ft-Lbs (Moment at Base Shearwall) V9W= 3137.037 Lbs (Sidewall Shear) vg,,,,= 71 PLF (Sidewall Unit Shear) Diaphragm Deflection from Rotation Equals Sum of: A. Diaphragm Deflection: 1. Bending Deflection = 0.000 in. 2. Chord splice Slip = 0.000 In. 3. Shear Deflection: = 0.007 In. 4. Shear Deflection-Nail Slip: = 0.109 in. B. Rotational Deflection = 0.045 in. See UBC Standard 25-9 C. End Wall Deflection = 0.054 in. See UBC Standard 25-9 Total = 0.215 in. Equals H/ 502 0.0020 xH * For 8d Commons: en=(vn/616)^3.018 For 10d Commons: en=(v„/769)^3.276 vn= unit shear per nail ** Effective Thickness for 1/2"=0.316", for 5/8" _ .336, for 3/4"= .467 �3Go-►- '77)(-Igv,7c,1, L-�l� �, r, . ". •.�- s I 2003 E TEPMATIONAL DI NG Plan Review # — I)IS— (157 09 76 COPE BUILI)IZ'G C01)E Date: D G Valuation: 20031 PLAN 11111 : V RE,CORD Fee: JURISDICTION: (City, County, Township, etc.) BUILDING LOCATION: (Street address) BUILDING DESCRIPTION: REVIEWED BY: Numerals indicated in parenthesis are applicable code sections of the 2003 Intemationat Building Code.The plan review accomplished as indicated in this record is limited to those code sections specifically identified herein.This record references commonly applicable code sections.it does not reference all code provisions which may be applicable to specific buildings.This record is designed to be used only by those who are knowledgeable and capable of exercising competent Judgement in evaluating constriction documents for code compliance. CORRECTION LIST Code No. DESCRIPTION Section ICCCopyright, Reproduction by any means is prohibited. . International Code Council,Inc.,and is registered in the U.S.Patent and Trademark Office.For additional forms,contact: • .D CODECOUNCle • 1-800-7864452*WWW.ICCSAFE.ORG 07/04 -1- IN CORRECTION LIST(cont'd.) . Code No. DESCRIPTION Section -2- t t r: � � ti CORRECTION LIST(cont'd.) Code No. DESCRIPTION Section -3- } � 1 1 � 1' CORRECTION LIST (cont'd.) Code No. DESCRIPTION Section -4- a� . � r NOTES: N.R.—Not required N.A.— Not applicable ADMINISTRATION (Chapter 1) Complete construction documents Signed/sealed construction documents (106.1, 106.2) (106.1, State laws vary) BUILDING PLANNING (Chapters 3, 4, 5, 6) OCCUPANCY CLASSIFICATION (302.0-312.0) Single Occupancy (302.1) Incidental use areas (302.1.1) Mixed Occupancy (302.3) Accessory use areas (302.2) GENERAL BUILDING LIMITATIONS (Chapters 5 & 6) Apply Case 1 to determine the allowable height and area and permitted types of construction for a building containing a single occupancy or nonseparated mixed occupancies.Apply Case 2 to determine the allowable height and area and permitted types of construction for a building containing separated mixed occupancies. AREA MODIFICATIONS TO TABLE 503 % of Allowable tabular area, At(Table 503) 100% Frontage a % Increase for frontage, It(506.2) +_`_ (506.2) . North East South West % Increase for automatic sprinklers, Is (506.3) + %_ Total Frontage (F) _ -ft. Perimeter(P) .54 ft. Total percentage factor = % Width of open space (W)_ Conversion factor y % Frontage increase (16 = Total percentage factor=100% (506.2) rr F ll W If=100LP-0.25J30 CASE 1 — SINGLE OCCUPANCY OR NONSEPARATED USES (302.3.1) Using Table 503, identify the allowable height and area of the single occupancy or the most restrictive of the nonseparated mixed occupancies.Construction types that provide an allowable tabular area equal to or greater than the adjusted building area and allowable heights(as modified by Section 504)equal to or greater than the actual building height are permitted. DETERMINE CONSTRUCTION TYPE CHECK ALLOWABLE AREA(506.4) Actual building area ft2 Allowable area per floor (Aa) Adjusted building area ft2 x `f ( .% = ft` actual building area+conversion factor conversion factor tabular area(Table 503) Actual building height feet _stories Total floor area(all stories) Allowable building height _ feet stories Allowable floor area (all stories) Permitted types of construction L" x = r } Allowadle area per floor number of stories Type of construction assumed (A) (maximum 3) for review (602.1.1) _ Compliance verified (Single Occ.or Nonse .) -5- �. :� - .r CASE 2- MIXED OCCUPANCY SEPARATED USES. '02.3.2) Using Table 503,identify the allowable height and area of each of the separated uses within the building.Construction types that provide,for each story of the building,tabular areas(as modified by Section 506)which result in a sum of the ratios of 1.00 or less and allowable heights(as modified by Section 504)equal to or greater than the actual height of the use are per- mitted. Actual Adjusted Actual Allowable Story Group floor area floor area* height height ft2 ft2 ft stories It stories ft2 ft2 ft stories It stories ft2 ft2 ft stories ft stories 1 ft2 ft2 ft stories It stories ft2 ft2 ft stories ft _stories 1 ft2 ft2 ft stories ft stories ft2 ft2 ft stories It stories Adjusted floor area' + Allow. tab. area, A, (Table 503) + + 1A0_ <_ *Adjusted floor area=actual floor area+conversion factor CHECK ALLOWABLE AREA (506.4) Allowable area per floor (Aa) x . = ft2 Permitted types of construction conversion factor tabular area (Table 503) Total floor area (all stories) , ft2 Type of construction assumed for review (602.1.1) Allowable floor area (all stories) x 1 = ft Compliance verified (Mixed Occ. Separated) Allowable area per floor number,n stories (A,) (maximum 3) MEZZANINES (505) Area limitation (505.2) Openness (505.4) Egress (505.3) Equipment platforms (505.5) UNLIMITED AREA BUILDINGS (507) Unsprinklered, one story (507.1) High-hazard use groups (507.6) } Sprinklered, one story (507.2) _ Aircraft paint hangar (507.7) ti s"i Two story (507.3) Group E buildings (507.8) -tk Reduced open space (507.4) Motion picture theaters (507.9) Group A-3 buildings (507.5) SPECIAL PROVISIONS (508) Special condition applicable (508.1) Compliance verified SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY (Chapter 4) COVERED MALL BUILDINGS (402) Standpipe system (402.8.1) Egress (402.4, 402.11) Smoke control (402.9) Mall width (402.5) Kiosk requirements (402.10) Unlimited area (402.6) Emergency voice/alarm Fire separations (402.7) (402.12, 402.13) Automatic sprinkler system (402.8) Plastic signs (402.14) Fire department access (402.15) -6- 1 R HIGH-RISE BUILDINGS (403) OTHER SPECIAL L,.,E AND OCCUPANCY Automatic sprinkler system (403.2) Underground structures (405) _ Fire-resistance rating reduction (403.3) Motor vehicle related occupancies. Automatic fire detection (403.5) (406, 508) _ Emergency voice/alarm systems(403.6) Group I-2 (407) Fire department communication (403.7) Group 1-3 (408) Fire command center (403.8) _ Motion picture projection rooms (409) Elevators (403.9) Stages and platforms (410) Standby power (403.10) Emergency power (403.11) Special amusement buildings (411) Stairway doors (403.12) I O Aircraft-related occupancies (412) Smokeproof exit (403.13) _ r' Combustible storage (413) ATRIUMS (404) Hazardous materials (307.9, 414) Atrium use (404.2) Groups H-1, H-2, H-3, H-4, and H-5 Automatic sprinkler system (404.3) (415) Smoke control (404.4) Application of flammable finishes (416) Enclosure (404.5) Drying rooms (417) Standby power (404.6) Interior finish (404.7) Organic coatings manufacturing (418) _ Travel distance (404.8) FIRE PROTECTION (Chapters 6, 79 89 9) FIRE-RESISTANCE-RATED CONSTRUCTION (Tables 601 & 602 and Chapter 7) Note: Entry in ❑ indicates required rating in hours. NC BUILDING ELEMENTS (Table 601) indicates noncombustible construction required. ❑ Structural frame (714) Construction classification (602) ❑ Interior bearing walls COMBUSTIBILITY (602.2, 602.3, 602.4, 602.5, 603) b� El Interiornonbearing walls Exterior walls �p�• Interior elements ❑ Floor construction (711) ��• Roof ❑ _ Roof construction (711) FIRE-RESISTANCE RATINGS AND FIRE TESTS (703) EXTERIOR WALLS (507,Table 602, 704,706.6) Ratings/Combustibility (703.2, 703.4) Fire North East South West separation Alternative methods distance (703.3, 718, 720, 721) Bearing ❑ ❑ ❑ ❑ Nonbearing ❑ ❑ ❑ ❑ -7- �. .� ♦. e:� i �k_ � 6� � � � ��„ �. ..A d � �l EXTERIOR WALLS (continued) OTHER FIRE RESIST, ,`T CONSTRUCTION ❑ Opening protection (704.8, 704.12, ❑ Fire walls (705) 704.14) ❑ Vertical fire spread protection ❑. Fire partitions (708) (704.9, 704.10) ❑ ❑_ _ Smoke barriers (709) Parapets (704.11) FIRE BARRIERS (706) Smoke partitions (710) ❑ Shaft enclosures (706.3.1) Penetrations (712) ❑ Exit enclosures (706.3.2, 706.3.3) Fire resistant joint systems (713) ❑ Horizontal exits (706.3.4) Opening protectives (715) Incidental use areas 706.3.5 4 ( ) _ Dampers (716) ❑ Mixed occupancy and fire area Concealed,spaces (717) separations (706.3.6, 706.3.7) s SHAFTS (707) Thermal and sound-insulating materials ❑ Exceptions (707.2) (719) ❑_ Construction (707.3- 707.14) INTERIOR FINISHES (Chapter 8) Smoke development (803.1) Floor finish (804) Flame spread (803.1) Decorations and trim (805) Non-textile finish (803.2) FIRE PROTECTION (Chapter 9) AUTOMATIC SPRINKLER SYSTEMS (903) Additional required systems (Where required) (Table 903.2.13) Assembly (A-1, A-2, A-3, A-4, A-5) International Fire Code (IFC 903.2.13) (J03.2.1) AUTOMATIC SPRINKLER SYSTEMS' (903) Educational (E) (903.2.2) (Design) Factory/Industrial (F-1) (903.2.3) Shop drawings (106.1.1.1) High-hazard (H-1, H-2, H-3, H-4, H-5) NFPA 13 system (903.3.1.1) (903.2.4) NFPA 13R system (903.3.1.2) Institutional (1-1, 1-2, 1-3, 1-4) (407.5, 903.2.5) NFPA 13D system (903.3.1.3) Mercantile (M) (903.2.6) Quick-response and residential heads Residential (R) (903.2.7) (903.3.2) Storage/Repair garage (S-1) (903.2.8) Actuation (903.3.4) Parking garages (903.2.9) Water suply (903.3.5) Hose connections (903.3.6, 903.3.7) Windowless story (903.2.10.1) Sprinkler monitoring and alarms Rubbish and linen chutes (903.2.10.2) (903.4, 907.13) Buildings over 55 ft.high (903.2.10.3) ' Also see Fire Code Sprinkler Plan Review Record Incidental use areas (302.1.1) -8- r .. � • w � ...�; .� '� S Y ALTERNATIVE AUTOMATIC FIRE-EXT, JUISHING Single, iltiple station smoke alarms .SYSTEMS (904) (907.2.10) Installation (904.3) High rise buildings (907.2.12) Wet-chemical systems (904.5) Atriums (907.2.13) Dry-chemical systems (904.6) _ Other buildings/areas (907.2.11, 907.2.14 -907.2.23) _ Foam systems (904.7) FIRE ALARM AND DETECTION SYSTEMS (907) Carbon dioxide systems (904.8) (Design) Halon systems (904.9) Residential smoke alarm power source Clean-agent systems (904.10) (907.2.10.2) __ Residential smoke alarm interconnection Commercial cooking systems (907.2.10.3) (904.2.1, 904.11) 905 _ Location/Power supply/Wiring STANDPIPE SYSTEMS ( ) (907.3- 907.5) Installation standards (905.2) Activation/Presignal/Zones Building height (905.3.1) (907.6-907.8) Group A (905.3.2) Alarm notification appliances (907.9) Covered malls (905.3.3) Detectors (907.10-907.12) Stages (905.3.4) Monitoring (907.14) Underground buildings (905.3.5) EMERGENCY ALARM SYSTEMS (908) Helistops/heliports (905.3.6) Detection system applicable Hose connections and locations (908.1 -908.6) (905.1, 905.4, 905.5, 905.6) SMOKE CONTROL SYSTEMS (909) Cabinets (905.7) Where required (402.9, 404.4, 405.5, Dry standpipes (905.8) 408.8, 410.3.7.2, 1019.1.8, 1024.6.2.1) Valve supervision (905.9) Design requirements (909.1 - 909.4) PORTABLE FIRE EXTINGUISHERS (906) . _ Smoke barriers (909.5) Required locations - IFC (906.1) Pressurization method (909.6) FIRE ALARM AND DETECTION SYSTEMS (907) (Where required) Airflow method (909.7) Construction documents (907.1.1) Exhaust method (909.8) Assembly (A-1, A-2, A-3, A-4, A-5) Equipment/Power (909.10, 909.11) (907.2.1) Detection and control (909.12-909.18) Business (B) (907.2.2) Smokeproof enclosures (909.20) Educational (E) (907.2.3) Underground buildings (909.21) Factory(F-1, F-2) (907.2.4) High-hazard (H-1, H-2, H-3, H-4, H-5) SMOKE AND HEAT VENTS (910) (907.2.5) _ Requirements (910.1 -910.3) Institutional (1-1, 1-2, 1-3, 1-4) (907.2.6) Mechanical alternative (910.4) Mercantile (M) (907.2.7) FIRE COMMAND CENTER (911) Residential (R-1, R-2) (907.2.8, 907.2.9) Features (911.1) -9- �5 OCCUR NT NEEDS (Chapters 16,}11, 12) MEANS OF EGRESS (Chapter 10) OCCUPANT LOAD (1004.1.2 and Table 1004.1.2) CAPACITY OF EGRESS COMPONENTS (1005.1 and Table 1005.1) Floor Sq.ft./ Occt. Other Egress width (inch/occupant) Location — = occt. Total Area person load loads Stairways /�.9r►!� Z 9di/ �= /a� 1/ Other egress components CAPACITY Other egress Location Stairways components NUMBER OF EXITS (1018.1, 1018.2) Location Required Shown -10- :, :� r i FANS OF EGRESS (continued) GENERAL MEANS OF EGRESS Design requirements Door landings/Thresholds/Arrangement (1003.2- 1003.7) (1008.1.4 -1008.1.7) Means of egress illumination (1006) Door hardware (1008.1.8, 1008.1.9) Exit signs (1011) Stairways (1009) Accessible means of egress (1007) Handrails (1009.11) Means of egress doors (1008.1-1008.1.2) Roof access (1009.12) Special doors/Gates/Turnstiles Ramps (1010) (1008.1.3, 1008.2, 1008.3) Guards (1012) EXIT ACCESS Door number and arrangement (1013.2, Egress balconies 1014.1, 1014.2) (1013.5, 1015.3) Exit access travel distance Corridors (1016) (1013.3, 1015.1) Air movement in corridors (1016.4) Aisles (1013.4) EXITS/ EXIT DISCHARGE Exits/Exit doors (1017, 1018) Horizontal exits (1021) Interior exit stairways (1019) Exterior exit ramps/stairways (1022) Exit passageways (1020) Exit discharge (1023) OTHER MEANS OF EGRESS Miscellaneous egress requirements Assembly aisles &features (1014.3- 1014.6) (1024.6-1024.15) Bleachers (1024.1.1) Emergency escape and rescue (1025) Assembly exits&egress (1024.2- 1024.5) ACCESSIBILITY* (Chapter 11) Scoping requirements (1103) Dwelling units and sleeping units (1107) Accessible route (1104) Special occupancies (1108) _ Accessible entrances (1105) Features and facilities (1109) Parking and passenger loading (1106) Signage (1110) 'Also see Accessibility Plan Review Record -11- e� • � 1lwe �' IN, cRIOR ENVIRONMENT (Chapter ') Ventilation openings (1203) Sound transmission (1207) Temperature control (1204) Interior space dimensions (1208) T Lighting (1205) Access to unoccupied spaces (1209) Yards or courts (1206) Surrounding materials (1210, 2509) BUILDING ENVELOPE (Chapters 13*, 14, 15) 'See Energy Conservation Code Plan Review Record EXTERIOR WALLS (Chapter 14) Performance requirements (1403) Exterior wall coverings/MCM's (1405, 1407) Materials (1404) Combustible material restrictions (1406) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES (Chapter 15) Weather protection (1503) Materials (1506) Flashing (1503.2, 1507.2.9, 1507.3.9, Roof coverings (1507) 1507.5.6, 1507.7.6, 1507.8.7, 1507.9.8) Roof insulation (1508) Performance requirements (1504) Rooftop structures (1509) Fire classification (1505) Reroofing (1510) STRUCTURAL SYSTEMS (Chapters 16, 17, 18) STRUCTURAL DESIGN (Chapter 16) STRUCTURAL DESIGN CALCULATIONS _ Live load reduction (1603.1.1, 1607.9, 1607.10) Submitted for all structural members (106.1, 106.1.1) Roof live loads (1603.1.2, 1607.11) DESIGN LOADS ON CONSTRUCTION DOCUMENTS Roof snow loads (1603.1.3, 1608) (1603) Ground snow load, Pg(1608.2) Uniformly distributed floor live loads (1603.1.1, 1607) If Pg> 10 psf,flat-roof snow load, Pf Floor Area Use Loads Shown (1608.3) If Pg> 10 psf, snow exposure factor, Ce (Table 1608.3.1) If Pg> 10 psf, snow load importance factor, IS(Table 1604.5) Roof thermal factor, Cr(Table 1608.3.2) Sloped roof snowload, PS(1608.4) -12- 'y' ,�' '",: », � r :� r° DESIGN LOADS (continued) _ _ Seis `design category (1616.3) Wind loads (1603.1.4, 1609) Basic seismic-force-resisting system (Table 1617.6.2) Design option utilized (1609.1.1, 1609.6) Response modification coefficient, R, Basic wind speed (1609.3) and deflection amplification factor, Cd (Table 1617.6.2) Building category and wind importance factor, lW(Table 1604.5, 1609.5) Analysis procedure (1616.6, 1617.5) Wind exposure category (1609.4) Design base shear (1617.4, 1617.5.1) Internal pressure coefficient (ASCE 7) Flood loads (1603.1.6, 1612) Component and cladding pressures (1609.1.1, 1609.6.2.2) Flood hazard area (1612.3) Main force wind pressures (1609.1.1, Elevation of structure 1609.6.2.1) Other loads Earthquake design data (1603.1.5, 1614 - 1623) Concentrated loads (1607.4) Design option utilized (1614.1) Partition loads (1607.5) Seismic use group ("Category") Impact loads (1607.8) (Table 1604.5, 1616.2) Misc. loads (Table 1607.6, 1607.6.1, Spectral response coefficients, SDS& 1607.7, 1607.12, 1607.13, 1610, SD1 (1615.1) 1611, 2404) Site class (1615.1.5) (QUALITY ASSURANCE (Chapter 17) Approvals/Research report(s)(1703, Wall panels and veneers/EIFS 1703.4.2)Report No. (1704.10, 1704.12) Owner's special inspection program Sprayed fire-resistant materials specified (1704.1.1) (1704.11) Prefabricated items (1704.2) Quality assurance plan -Seismic/Wind (1705, 1706) Steel construction (1704.3) Seismic resistance (1707) Concrete construction (1704.4) Structural testing/Observations (seismic) Masonry construction (1704.5) (1708, 1709) Wood construction (1704.6) Testing (other) (1710- 1715) Prepared fill and foundations (1704.7, 1704.8, 1704.9) SOILS AND FOUNDATIONS (Chapter 18) Soils investigations/Reports _ Footings and foundations (1805) (1802.1, 1802.6) Retaining walls (1806) Soil classification (1802.3) Dampproofing and waterproofing (1807) Excavation, grading and fill (1803) Foundations (other types) (1808- 1812) Load-bearing values (1804) -13- -� �, F: STRUCTURk ' MATERIALS (Chapters 9, 219 229 23) CONCRETE (Chapter 19) Plain and reinforced concrete Hot weather and cold weather curing design/construction standard specified (1905.12,1905.13) specified (1901.2, 1908) _ Seismic design (1910) Construction documents (1901.4) Slab provisions (1911) Minimum concrete strength (Table 1904.2.2[2]) MASONRY (Chapter 21) Design method, construction standard Cold weather and hot weather construc- specified (2101.2) tion specified (2104.3, 2104.4) Construction documents (2101.3) _ Seismic design (2106) Construction materials (2103) Glass unit masonry (2110) Mortar type (2103.7) _ Fireplaces/Heaters/Chimneys (2111, 2112, 2113) STEEL (Chapter 22) Structural steel design/construction Cold-formed steel design/construction standard specified (2205) standard specified (2209) Open-web steel joist design/construction Light framed cold-formed steel design/ standard specified (2206) construction standard specified (2210) Steel cable structures (2207) Wind/seismic design of light-framed, cold-formed steel shear walls (2211) Steel storage racks (2208) WOOD (Chapter 23) Design method option used (2301.2) Heavy timber construction (2304.10) MATERIAL STANDARDS/CONSTRUCTION Shear walls and diaphragms REQUIREMENTS (2303 -2306) (2305, 2306) Lumber (2303.1.1) CONVENTIONAL LIGHT-FRAME CONSTRUCTION Wood I-joists (2303.1.2) (2308) Limitations satisfied (2308.2) Glue laminated timbers (2303.1.3) Wind/Seismic requirements (2308.2.1, Wood structural panels 2308.2.2, 2308.11,2308.12) (2303.1.4, 2304.6, 2304.7) Braced walls (2308.3, 2308.9.3) Fiber-, hard-, &particle-, boards (2303.1.5-2303.1.7) Foundation anchorage (2308.3.3, 2308.6) Decay and termite protection (2303.1.8, 2304.11) Floor joists (Tables 2308.8[1], 2308.8(21) Structural composite lumber (2303.1.9) _ Wall studs (Table 2308.9.1) Fire-retardant-treated wood (2303.2) _ Girders (Tables 2308.9.5,2308.9.6) Hardwood plywood (2303.3) Ceiling joists (Tables 2308.10.2[1], 2308.10.2[2]) Metal plate connected trusses (2303.4) _ Roof rafters (Tables 2308.10.3.(1]- Joist hangers and connectors(2303.5) 2308.10.3(61) Fasteners and fastening Roof uplift (2308.10.1) (2303.6, 2304.9, Table 2304.9.1) -14- �; • . � . ' _ I I NONSTRUCTb,4AL MATERIALS (Chaptt.. j 249 259 26) GLASS AND GLAZING (Chapter 24) Sloped glazing and skylights (2405) _ __ Safety glazing (2406, 2407, 2408, 2409) GYPSUM BOARD AND PLASTER (Chapter 25) Gypsum board materials Plaster (2507, 2508, 2510-2513) (2506, Table 2506.2) PLASTIC (Chapter 26) FOAM PLASTIC INSULATION (2603) Special approval (2603.8) Labeling (2603.2, 2603.5.6) MISCELLANEOUS PLASTICS Surface-burning characteristics Interior finish and trim(2604) (2603.3, 2603.5.4) Plastic veneer (2605) Thermal barrier (2603.4) Light-transmitting plastics (2606-2611) Exterior walls/Roofs (2603.5, 2603.6) BUILDING SERVICES* (Chapters 27, 289 295 30) ELEVATORS AND CONVEYING SYSTEMS (Chapter 30) Construction standard specified (3001.2) Hoistway venting (3004) Hoistway enclosures (3002) Conveying systems (3005) Opening protectives (3002.1.1) Machine rooms (3006) Emergency operations (3003) * Also see Electrical (Ch 27) Mechanical (Ch 28) and Plumbing (Ch.29) Plan Review Records SPECIAL DEVICES AND CONDITIONS (Chapters 31 , 34) SPECIAL CONSTRUCTION (Chapter 31) Membrane structures (3102) PEDESTRIAN WALKWAYS AND TUNNELS (3104) Awnings and canopies/Marquees Construction and use (3104.3, 3104.4) (3105, 3106) Separation (3104.5, 3104.10) Signs (3107) Public way (3104.6) Radio and television towers (3108) EgressNentilation Swimming pool enclosures (3109) (3104.7-3104.9, 3104.11) EXISTING STRUCTURES (Chapter 34) Additions, alterations, repairs (3403) Accessibility (3409) Fire escapes (3404) Compliance alternatives (3410) Change of occupancy (3406) -15- ,� ,� I I V I ., _ Bl. JING EVALUATION SUMMARY (Table 34 7) Existing occupancy Proposed occupancy _ Year building was constructed _ Number of stories Height in feet Type of construction Area per floor Percentage of frontage % Corridor wall rating Completely suppressed: Yes No Required door closers: Yes No Compartmentation: Yes No Fireresistance rating of vertical opening enclosures Type of HVAC system serving number of floors Automatic fire detection: Yes No type and location Fire alarm system: Yes No type Smoke control: Yes No type Adequate exit routes: Yes No Dead ends: Yes No Maximum exit access travel distance Elevator controls: Yes No Means of egress emergency lighting Yes No Mixed occupancies: Yes No Safety Fire Means General parameters safety(FS) of egress(ME) safety(GS) 3410.6.1 Building height 3410.6.2 Building area 3410.6.3 Compartmentation 3410.6.4 Tenant and dwelling unit separations 3410.6.5 Corridor walls 3410.6.6 Vertical openings 3410.6.7 HVAC systems 3410.6.8 Automatic fire detection 3410.6.9 Fire alarm system 3410.6.10 Smoke control ' ' ' ' 3410.6.11 Means of egress '' ' 3410.12 Dead ends 3410.13 Max.exit access travel distance 3410.6.14 Elevator control 3410.6.15 Means of egress emergency lighting ' ' '' 3410.6.16 Mixed occupancies 3410.6.17 Automatic sprinklers _ 2= 3410.6.18 Incidental use area protection Building score—total value No applicable value to be inserted. BUILDING SAFETY EVALUATION SCORE (Table 3410.9) Formula Table 3410.7 Table 3410.8 Score Pass Fail FS—MFS>_0 (FS) — _ (MFS) = _ — ME—MME>_0 (ME) — (MME) = _ - GS—MGS>_0 _ (GS) — (MGS) = — FS = Fire Safety MFS = Mandatory Fire Safety ME = Means of Egress MME = Mandatory Means of Egress GS = General Safety MGS = Mandatory General Safety APPENDICES A - J Appendices adopted (101.2.1) Compliance verified -16- �, � _ �. ,' I April 5, 2005 Hary Jubie 4229 76"Ave NE Suite 204 Marysville, WA 98270 Re; North County Bank Addition Permit#05-6376 Dear Mr. Jubie, The submitted drawings have been reviewed for compliance with the 2003 Edition of the international Building Code. The following applicable code data corrections and/or additional requirements are necessary before the permit can be issued. 1. The building drawings need to be corrected to comply with the 2003 International Code. The footnotes on all pages make reference to the 1997 Uniform Building Code and related sections. 2. The structural drawings need to be corrected to comply with the 2003 International Code. The calculations and the footnotes make reference to the 1997 Uniform Building code and related sections. 3. Penetrations shall comply with IBC Section 712. 4. Fire resistant joints systems shall comply with IBC Section 713. 5. Dampers are required in the corridor and the storage room and shall comply with IBC Section 716. 1 6. Fire blocking and draft stops in concealed locations shall comply with IBC Section 717. V 7. Thermal and sound insulating materials shall comply with IBC Section 719. /8. Portable fire Extinguishers are required in locations as determined by the Arlington Fire Department. IFC 906.1 .,/"9. The total occupant load for the building is 91 occupants. Occupant load must be displayed in a conspicuous location near the main exit. Section 1004.1.2 v-10. All required exits required illumination IBC Section 1006. V11. Exit signs are required at all exits. IBC Section 1011. V12.All exterior doors require landings and thresholds per IBC Section 1008.1.7 \/13. All egress doors shall be readily openable from the egress side without the use of a key or special knowledge. IBC Section 1008.1.8 14. Halls 117 and 121 are required to be 1 hour rated corridors IBC Section 1016. 15. Mechanical drawings are required for review and approval. This will require a separate permit application 16. Plumbing drawings are required for review and approval. This will require a separate permit application. 17. Performance requirements for the exterior wall construction shall comply with IBC Section 1403, 1404, 1405, 1406, and 1407. 18. the exits labeled 1 and 2 shall be one half the diagonal distance apart. The doors are to close together. IBC Section 1014. A plan review cannot be performed without the required changes submitted. These are intended to be a general guide for compliance and are not limited to a complete review for approval and issuance of a building permit. 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I 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 April 20, 2005 Permit#: 05-6376 Project: North County Bank Addition Arlington, Washington Code Info: B/M Occupancy ,V-B 1-story Floor Area: 6,652 sf (E)/2,232 sf (new) Allowable 14,000 sf 2003 International Building Code Seismic Design Category D Basic Wind Speed: 85 mph Exposure: B David W. Anderson Building Official City of Arlington 238 N. Olympic Avenue Arlington, WA 98223 Dear Mr. Anderson: We have completed our review of the North County Bank Addition. The plans are in substantial compliance with the 2003 International Building Code and the NREC. The plans are approved and are being returned with our indication of review on them. Hold downs and shear walls have been highlighted for ease of field inspection. Please note the changes to the plans as stated below: NONSTRUCTURAL 1. The masonry veneer must be attached to the stud wall. I have added a note to Sheet A4.1. 2. The suspended ceiling system must be installed in accordance with ASCE -7, Section 9.6.2.6. 1 have added a note to Sheet A4.1. 3. No mechanical plans were submitted. I have listed this as a deferred submittal. 4. The seismic force should have included the masonry veneer on the exterior walls. However, with these included the wind forces still control. Otherwise the structural plans are acceptable as submitted. Sincerely, Chuck Williams SE CWA Consultants • City of Arlington Building Department Nw REQUEST FOR REVIEW FORM NAME: BP #: 05- LC 3 7 ip DATE: 31184 RETURN THIS FORM BY: PROJECT SUMMARY: RESPONDING DEPARTMENTS: ' TOM C., FIRE ❑ KAREN L., UTILITIES C) DERYL T., UTILITIES C3 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 U COMMENTS _ 3 REVIEWED BY %�� DATE R iVED PJ �! .i i L��4. � � � � �� ti s • � • lqu, I -= I RECEPYED MAR 15 2005 41 City of Arlington utilities Div. Building Department REQUEST FOR REVIEW FORM NAME: N04M 6L BP #: 05- �e 3 7 to DATE: IqRETURN THIS FORM BY: V ?s 'PROJECT SUMMARY: RESPONDING DEPARTMENTS: ❑ TOM C., FIRE = V ,We KAREN L., UTILITIES NO DERYL T., 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 /. r COMMENTS .,4&nd, Qo C® REVIEWED BY DATE - wi ll VL � 1 �I rS City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: it BP #: 05- DATE: RETURN THIS FORM BY: PROJECT SUMMARY: / RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ DERYL T., UTILITIES JK 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 �, ►r lie � J City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: Vw% t&Kkw _BP #: 05- V 2ja? DATE: r it �R -TURN THIS FORM BY: 3 PROJECT SUMMARY: 4—t �/ ` _s W 0 P U RESPONDING DEPARTMENTS: / ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ DERYL T., 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, 4 COMMENTS FOR THIS REVIEW ARE ffi A �E$-M-E-MO- 4 NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY �a`- DATE W1 D� !! s Ac WE City of Arlington 7AR 2}u�,y Building Department MafvJr.ic Werks REQUEST FOR REVIEW FORM NAME: A td&!4&jV 16MAr BP #: 0 �Q 3 CD DATE: RETURN THIS FORM BY: PROJECT SUMMARY: k� RESPONDING DEPARTMENTS: ❑ TOM C., FIRE Q KAREN L., UTILITIES DERYL T., UTILITIES BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING tj 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. J COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE W 1 —� 1 , rt COMMUNITY DEVELOPMENT DEPARTMENT 80 Columbia Avenue • Marysville, WA 98270 City of (360) 651-5100 • (360) 651-5099 FAX I NCOQPOIATED 1691 MEMORANDUM DATE: March 21, 2005 TO: City of Arlington Building Dept, Attn:Linda 238 N. Olympic Arlington,WA 98223 FROM: Deryl Taylor,Development Services Technician Z,l RE: RFR for North County Bank addition located at 16419 Smokey Point Blvd BP #05-6376 CC: Gloria Hirashima, Community Development Director David Ostergaard, Development Services Manager Utilities & Fees 1) Capital Improvement Fees Utility capital improvement fees for the development of commercial properties are dependent upon the square footage of the building, type of use, number and size of water meters, and fire sprinkler systems. Water capital improvement fees are currently$1.99 per square foot of floor space. Sewer capital improvement fees are currently$2.00/SF for office space. Water fee: $1.99/sf x 2232 sf= $4,441.68 Sewer fee: $2.00/sf x 2232 sf= $4,464.00 2) Utility Main Fees —None 3) Recovery Fees —Sewer trunk (RC#262) recovery fees are $0.036 per square foot. Recovery fee: $.036 x 2232 sf= $80.35 Fee assessments will be based on the fee schedule in effect at time of building permit issuance. Utility fees can be paid after building permit issuance and must be paid prior to final building approval. Please see attached fee sheet. I I I� �� WA. �R and SEWER Connection F.._-s for Water& Sewer- Rural Rates Name: HARV JUBIE UT05-0113 Address: 16419 SMOKEY POINT BLVD ARL 03-21-2005 Type: Addition to North County Bank WATER CAPITAL IMPROVEMENTS Residential - # Units: 0 $4,441.68 Commercial - Sq. Ft.: 2232 METER City Installed - Size: $0.00 Developer Installed - Size: FRONTAGE Main Per Foot - $0.00 # Feet: 0 $0.00 Recovery Fees Total - $0.00 OTHER Other Info and/or Charges - $0.00 Credits (reflected in a charge) - $0.00 Total: $4,441.68 SEWER CAPITAL IMPROVEMENTS Residential - # Units: 0 $4,464.00 Commercial - Sq. Ft.: 2232 SEWER INSPECTION FEE Per Connection - # Conn.: 0 $0.00 FRONTAGE Main Per Foot - $0.00 # Feet: 0 $0.00 Recovery Fee Total - $0.04 $89.28 OTHER Other Info and/or Charges - $0.00 Credits (reflected in cl charge) - RC rounding $8.93 Sewer Total: $4,544.35 Filing Fee: $20.00 FINAL TOTAL: $9,006.03 � i . _i e City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: it BP #: 05- 3�� DATE: 3114 RETURN THIS FORM BY: 5 -ee PROJECT SUMMARY: 444L" RESPONDING DEPARTMENTS: TOM C., FIRE ❑ KAREN L., UTILITIES ❑ DERYL T., 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 I NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS77U.4;7o,.� — �6f�LL 04 Tb ,3-e REVIEWED BY DATE 2 ZrI.2©s7- t* j � � ti �1 � s i � A �j,� 4, f, � �+� ��a ��^�� i ��.. J Y Or Development Services Design Review Decision I N G' , March 10, 2005 North County Bank Addition DR-05-001 A. PROJECT DESCRIPTION AND REQUEST This is a request for design review approval for the development of a 2,232 square foot addition to an existing bank located at 16419 Smokey Point Boulevard. The addition is located at the southern end of the building and will contain new offices, restrooms and storage areas. The site is approximately 0.95 acre and is zoned Highway Commercial. B. GENERAL INFORMATION 1 Applicant/Owner: Jubie Construction, Hary Jubie, 4229 76th Avenue NE #204, Marysville, WA 98270. 2. Contact Person: Design Review Northwest Architects, Tom Rochon, PO Box 1270, Stanwood, WA 98292. 3. General Location: The site is located at 16419 Smokey Point Boulevard, in Section 28, Township 31 E, Range 05 E, WM (Tax ID No. 310528-002-010-00). 4. Address of Property: 16419 Smokey Point Boulevard. 5. Description of Proposal: Development of a 2,232 square foot addition to an existing bank. 6. Acreage: Approximately 0.95 of an acre, or 41,528 square feet. C. BACKGROUND The subject design review application was received by the City of Arlington on January 5, 2005, and the application was deemed complete on January 25, 2005. Pursuant to AMC §20.46.020, the Design Review Board has jurisdiction over the design review of this project. D. FINDINGS The following findings are made based on the project description and the guidelines of approval. 1. The design guideline compatibility matrix for each of the sections of the general design guidelines that appear to be applicable to this project has been reviewed per the information submitted on January 5, 2005. The matrix indicates that the N County Bank DRB decision doc yip;3/10/2005 Page 1 of 2 I I I Design Review Decision 1 March 10, 2005 North County Bank Addition DR-05-005 applicant has met the intent of all of the applicable design requirements and guidelines. E. DESIGN REVIEW DECISION At their meeting on March 1, 2005, the Design Review Board reviewed the design of the North County Bank Addition (File No. DR-05-005) for consistency with the development design guidelines pursuant to AMC Chapter 20.46. The Design Review Board determined that the project meets all the required design review guidelines pursuant to the Land Use Code and draft design review decision dated February 22, 2005. F. APPEAL This Design Review Decision may be appealed to the City Council within 14 days of issuance per AMC §20.20.010 (Appeals, Variances, Interpretations) and Chapter 36.70C RCW, Judicial Review of Land Use Decisions. G. EXHIBITS 1. Draft Decision dated February 22, 2005 (on file at City Hall). 2. Design Guidelines Compatibility Matrix received by the City of Arlington on January 5, 2005 (on file at City Hall). 3. Site Plans received by the City of Arlington on February 22, 2005 (on file at City Hall). 4. Landscape/Site Plan and Elevations received by the City of Arlington on February 22, 2005. 5. File DR-05-005 (North County Bank) (on file at City Hall). ORDERED THIS 10TH DAY OF MARCH 2O05. r e-1 Cliff trong, Planning Manag it Re p nsible Official Distributed to the Following Parties of Record: • Jubie Construction, Hary Jubie, 4229 76th Avenue NE #204, Marysville, WA 98270 • Design Review Northwest Architects, Tom Rochon, PO Box 1270, Stanwood, WA 98292 N County Bank DRB decision doc yjp; 3/10/2005 Page 2 of 2 �: I David W. Anderson From: Gregg Eaton [geaton@ci.arlington.wa.us] Sent: Thursday, May 05, 2005 3:02 PM To: David Anderson Subject: RE: North county Bank Traffic Mit Please refer to Land Use Code 20.90.040- Imposition of Impact Fees on Development-(a) & (a) 1. Traffic Mitigation required: 3 p.m. peak hour trips per 1,000 s.f. " Therefore, it would be 3 x$1,038.00=$3,114.00 "Note: The formula used is consistent with the formula used back in 2000 when the bank was originally built. Gregg Eaton, Engineering Division City of Arlington 238 No. Olympic Arlington, WA. 98223 Tel:360.403.3527/Fax: 360.403.3447 Notice: This electronic communication may contain confidential or privileged information. If you are not the intended recipient, or believe that you may have received this communication in error, please do not print, copy, disseminate, or otherwise use the information. Also, please indicate to the sender that you have received the email in error, and delete the copy you received. Thank you. -_-Original Message----- From: David Anderson [mailto:danderson@ci.arlington.wa.us] Sent: Wednesday, May 04, 2005 9:56 AM To: Gregg Eaton Cc: Yvonne Page Subject: North county Bank Traffic Mit I have received comments from you and Yvonne on the North County Bank addition. Yvonne comments refer to you in regards to the traffic mitigation fees. Your comments refer they are to be paid prior to the issuance of the building permit. If you would give me the amount I'll collect it with the issuance of the permit. Also what city regulation is this requirement referring to. There is no land use permit for this project. I'm currently ready to issue the permit as of 5/4/05. David W. Anderson Building Official (360)403-3432 danderson@ci.arlington.wa.us i _ r 1 • v ■ - � 11 C 111dl11F 11 n1- � 1 •.�1 1 � I l r ' I II'T ■ I V. r ? 1 117 ; ♦ I k. ■JUL L 1 1 A TI 1 ■- MIR 1 L ■ tiS ■� .1 , - 7 1 • 1 � �� err, I 71 1 IIII It ! 1 - •? '1 I• 1� t 1 I I 11 1 • 1 ' r; ■ 1 • 1 - V I APR 12 2005 10:45AM FPH MANAGEMENT CORP 360-377-34GG p.2 is CD0(cWAFW 42 C ar suanNa FI •-117 Al eu o' 5£ r+MN[E uMrs 2�O +n rxwonlc srruc on a.rN taw I _ y solex Lrw.0 1A w tN.K rp LNGMV V 4 0 c r w cm—SC J.�r . E\ fE sw I.HE I -------- TOPE Of QMLI�[ (s YR - —— r rva ps Irtlml LM TAWZ 1 Sb X svf*t i - - � R. -W-1 • +, f u eery • +, wI IE 1 l .�.' '.'. ..li„ sown.esaoo4+ swl.rc 3 } lOOu' >WXU 7 r]AI PROPLR7lE5 1N 70POGRAPHY r +.Lem A,e.NO c or cm cr va kno N T S Wr r1Ar Y 6/'AS PCCWOEO INVOL L Iq,•r•(N9W EOWry swot 9r IFN OOf flaar,Ap+9. 01,7. PMCR 13Ow-r..a77-7lak Q -400-off-Vtaa,]St-ppp.pla-afM, � ME:w• v aDu,Wtr"UD.-e-n a nn.mnaua ocsrninlc MtA nloN+we IM+Iw1C;■Ev-n-�w m M:Amm'm rmms wr-oi wo av-o+ � ] I f� I took Up a Contractor, Electrician or Plumber License Detail Page 2 of 3 Business Owner Information Effective Expiration Name Role Date Date JUBIE, ALFRED I PRESIDENT 05/08/1995 JUBIE, VICE KATHLEEN PRESIDENT 05/08/1995 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until #3 CBIC SA8858 05/08/2002 Cancelled $12,000.00 04/30/2002 #2 CBIC SA8858 05/08/1997 05/08/2002 $6,000.00 AMERICAN BANKERS INS CO LPM350836 05/08/1995 05/08 /1997 $6,000.00 Savings Information No Matching Information Insurance Information Company Policy Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amount Date #6 CBIC INSSA8858 05/08/2005 05/08/2006 $1,000,000.00 05/04/2005 #5 CBIC INSSA8858 05/08/2004 05/08/2005 $1,000,000.00 06/14/2004 #4 CBIC INSSA8858 05/08/2003 05/08/2004 $1,000,000.00 04/15/2003 #3 CBIC SA8858 05/08/2002 05/08/2003 $1,000,000.00 04/30/2002 OREGON MUTUAL #2 INS CO SXWO08367 05/08/1996 05/08/2002 04/18/2001 OREGON MUTUAL #1 INS CO SXWO08367 05/08/1995 05/08/1996 Summons/Complaints Information No Matching Information Start a New Search Printer Friendly Version https://fortress.wa.gov/lni/bbip/Detail.aspx?License=ALFREIJ055KH 6/8/2005 -Look Up a Contractor, Electrician or Plumber License Detail Page 3 of 3 - -1 About Lftl I Find a job at L&I I Informaci6n en espanol I Site Feedback® 1-800-547-8367 .•washinglon J10 Washington State Dept.of Labor and Industries. Use of this site is subject to the laws of the state of Washington. Access Agreement I privacy and security statement I Intended use/external content policy Visit access.wa.gov Staff only link https://fortress.wa.gov/lni/bbip/Detail.aspx?License=ALFREIJ055KH 6/8/2005 06/07/2005 23:©© 425-290-1456 ALFRED JUBIE CONST PAGE 01 4� - ctive �- s 71 ALFRED I. J UBIE Construction Inc. Real Estate Division 1821 19th Drive r i Mukilteo,WA 98275 (206) 290-1456 T • - 1 • 0 or • ! ■ ■ or Ir or 1 ■ ON ■ JN 0 ■ • ■ ■ • ■ TO • . . - . . r ■ - . ■ - . . . . . ■ E e9111 mq `bw ' ;: Nil mmei lkmil V L No IN•. . ■ .• . • ■ rqm - - 1d . • h 1 J ' ■ • ' jr • Y• . J ice rl r ME ■ ■ ■ ■ 01 . 1 . . •. 1 1 . ME . . - - • mii. �■• • i✓ 06/'07/2005 23:00 425-290-1456 ALFRED JUBIE CONST PAGE 02 ACORD-L CERTIFICATE OF LIABILITY~ INSURANCE 04/25/20055 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION GREIERT INSURANCE INC O LY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 7304 10TH ST SE H DER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR A TER THE COVERAGE AFFORDED BY THE POLICIES BELOW. EVERETT, WA 98205 IN$ RERS AFFORDING COVERAGE INSURED ALFRED I. JUBIE CONSTRUCTION, INC. Cn ANYA: Contractors Bondina &Insurance Comoany 1821 19 DR ANY B: MUKILTEO, WA 98275 ANYc: COMPANY 0: CO ANY E: COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEENiISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF AN CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY T jE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE SEE1fIf4444 REDUCED BY PAID CLAIMS. C M ADDI POLICY NUMBER POLICY FFECTIVE POLICY EXPIRATION LIMITS JMJIL TYPE Of INSURANCEGENERAL LIABILITY GENERAL AGGREGATE S 2,000,000. X COMMERCIAL GENERAL LIABILITY PRO_ U r S 2,000,000 CLAIMS MADE Q OCCUR PERSONAL&ADV INJURY S 1,000,000 A INSSA8858 05/043/2005 05/08/2006 EACH OCCURRENCE S 1,000,000 FIRE DAMAGE(Any One re $ 300,000 GEWL AGGREGATE LIMIT APPLIES PER: {{ VIED EXP jAny one parson S 5,000 POLICY El PRO El Los I AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Es accident) $ ALL OWNED AUTOS BODILY INJURY (Per person) SCHEDULED AUTOS S HIRED AUTOS BODILY INJURY NONAWNEDAU70S (Per accident) $ PROPERTY DAMAGE $ (Pareccwent) GARAGE LIABILITY j+'CE V AUTO ONLY-EA ACCIDENT S ANY AUTO OTHERTHAN EAACC S AUTO ONLY: AGG $ EXCESSMIIBRELLA LIABILITY U4EACH OCCURRENCE IE OCCUR CLAIMS MADE D�,p Op� AGGREGATE $ OP S HDEDUCTIBLE EVER 'T7, f s RETENTION S S We STATU- OTH- WORKERS COMPENSATION AND EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ ANY PROPRIETORIPARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED7 E.L.DISEASE-EA EMPLOYE $ II yea,dawunbe under SPECIAL PROVISIONS belvx E.L.DISEASE•POLICY LIMIT S OTHER DESCRIPTION OF OPERATIONS)LOCATIONS I VEHICLES I SPECIAL ITEMS CERTIFICATE HOLDER C NCELLAT}ON SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION STATE OF WASHINGTON BATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN DEPARTMENT OF LABOR&INDUSTRIES NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO MAIL SUCH PO BOX 44450 NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, OLYMPIA, WA 98504 rtS AGENTS ORREPRESENTATIVE EPRESENTATIVE Acord 25-S(1195) Nintains copyrights a anal of 0 A6PRD CORPORATION 1988 GD . . 0. NN . _ NO . . 1 . . m NO '7 ■ ML • ■ % ■ ■ ■ ■ `• ■ ■ ■ ■ • . ■ ■ ■ ■ ■ ■ ■ ■ ON IIIIIII if "MONE - A ■ . . ■ _ ■ ■ ■ . . . 0 ■ - IN NNm OU M L# "I NO I R OOP s 'INNE NO010 of 0T NO oil a ON r4r 13IO-CINNo mmwj� OIL L111111111111%IIIIIIII IN 101111 0 N -4 0 217: Mir I i • mM m MIL MO NO 06/07/2005 23:00 425-290-1456 ALFRED JUBIE CQNST PAGE 03 License Detail Page 1 of 2 License Information License ALFREIJ055KH Licensee Name ALFRED I JUBIE CONST'INC _ License T e CONSTRUCTION CONTRACTOR (CC) UBI/SSN 601 562 731 Ind._ Ins. Account Id l Has Em to ees No Business T e CORPORATION (C) Birthdate Address 1 1821 19TH DR Address 2 CityMUKILTEO Count �SNOHOMISH State WA Zip98275 Count Phone (425) 290-1456 Status ACTIVE (A) Specialty 1101 GENERAL Specialty 2100 UNUSED Effective Date 105/0811995 Expiration Date 06/14/2006 Suspend Date Separation Date Associated License Parent Com Last U dated 06/14/2004 00:00:00 Last Updated B FELP235 Bond/reformation Bond#1 Bonding Com an Name CBIC Bond Number SA8858 Effective Date 05/08/2002 Ex iration Date Cancel Date http://quickcards.apps.Ini.wa.gov/Maint/Details.asp?G={'321 DO393-4258-46F6-B3BE-BCE... 5/4/2005 ■ 0 0 0 0 0 0 ME 1 - MEME - ■ ■� r . . ■ . . . . '. ' 1 ' : 0pi - . � 1 . ' 0 ME 1 . ME ME ME 7 ■ '. 1 . ■ 1 - - - - ME OEM IME 0 or . Ell - ME • r . Z ■ ' _ _ r � ■ . ■ 1 � 0 7 . . - 0 . 1 ,00k Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Topic Index Contact Info Search Home Safety • Claims$Insurance workplace Rights Trades& Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License ALFREIJ055KH Licensee Name ALFRED I JUBIE CONST INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601562731 Veriy Workers Comp Premium Status Ind. Ins. Account Id Business Type CORPORATION Address 1 1821 19TH DR Address 2 City MUKILTEO -� County SNOHOMISH L J State WA Zip 98275 Phone 4252901456 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/8/1995 Expiration Date 6/14/2006 Suspend Date Separation Date Parent Company Previous License ALFREIJ132LH Next License Associated License https:Hfortress.wa.gov/lni/bbip/Detail.aspx?License=ALFREIJ055KII 6/8/2005 ., - ii ti i Project: N0. C0V9T( tA+1K Date: 3I1!!� 05 Permit# 04- A COMPLETED APPLICATION MUST CONTAIN THE FOLLOWING ❑ Owner's name, Address, City, Zip, Phone # ❑ Architect's name, Address, Phone # (if over 4,000 square feet) ❑ Contractor's name, Address, City, Zip, Phone, License # ❑ Class of work ❑ Valuation of project ❑ Description of work ❑ Proposed use of building ❑ Plat name, Lot # and parcel tax ID # (found on property tax statement) ❑ Signed and dated ❑ Plan Review Fee RESIDENTIAL SINGLE FAMILY MULTI-FAMILY, COMMERCIAL & & DUPLEX INDUSTRIAL 5 copies of site plan including 8 c pies of site plan-including vicinity storm drainage design ap 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 calculations or City of Arlington form form Copy of current contractor's copies of Structural Calculations license _ 'opy of Land Use Permit These items must be submitted with the application. Failure to submit these items will result in having your application returned to you as incomplete. There are no exceptions unless approved by the Building Official. ALL PLANS MUST BE FOLDED Date: , -1,41_C BP# BARS# DESCRIPTION AMOUNT _ngineering 002.322.40.00 Right-of-way Permit 002.322.90.01 Miscellaneous Permit 002.343.19.00.00 2Y2%Plan Review 002.369.00.10 Deposit 002.341.50.00.00 Standards $25.00 002.341.50.00.00 Zoning and other maps 002.322.40.01 Grading Permit Planning 001.345.89.02 Land Use Permit Processing 001.389.00.04 Direct Deposit 001.341.50.01 Publications Building 001.322.10.00 Building 001.345.83.00 Plan Check Fee 001.386.00.01 St.Bldg. Code Fee Mitigation Fees 107.002.344.90.00 Trip Generation Mitigation 107.003.345.85.00 Parks Mitigation Total Receipts! - k I1466 SMOKEY POINT BANK PROJECT 98-856/1251 , 4229 76TH ST. NE,STE.204 01 MARYSVILLE,WA 98270 DATE PAY I ? TO THE ORDER OF 11 .c f �J� �� C�.� �.•��a t 3' x y P.O.BOX 9427 _ ARLIN 65 WA 99223 n-, (360)601059-7100 ® I FOR - L00❑ 2 701I' � �-r.� � u'00 L466n' i. L 25 L08 . �560 � • '' i 1 City of Arlington 16 -992 1 1 238 N.Olympic Ave. Arlington,WA 98223 Clerks Receipt 360-403-3421 1 Date: 1 Received from: � For: 1 1 1 1 �I ❑ Cash ❑,°C-hjff&- Amount Received By: White-original Yellow-Cash Register Pink-File . . �r_ -.. CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. OWNER MAIL ADDRESS CITY ZIP PHONE wikgv 1UBlrl 1bj& AVf- .Nl:, m.2o4 1'MAV-fSyl" ,WA 98270 (NA(o15`I-555S(P ARCHITECT OR DESIGNER MAIL ADDRESS p.0.isCAt1.70 CITY c+VT-mwCw ZIP PHONE C PIS 1y0�R tt� Wm A& S I1-. oD SR 5 Z . T7'CnWA gZ2°12 (3Sa) 629-3$�4� GENERALCONTRA TOR MAIL ADDRESS 229 'lb-m-Avc,1JECITY ZIP PHONE LICENSE 0 Z_-,rLV1: 1UI51r- CAMMUf4 2p+ HPr%LYSvILLE,WA 9Q27ti (36c�)1a5y-5ssb ME IIIANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE!� �v ALA#ZtTo55 m PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE! i DY CLASS OF WORK ❑NI W CRAUUITION ❑ALTERATION ❑REPAIR ❑UEMOLI f ION ❑BUILDING RELOCATION VALUA110N OF WORK f J..001 000 . 00 DESCRIBE WORK 2, 'M St- AWt11o01-0 Cr--) 6 cost SP SWV- 9,01WIllIti OM-0 4 A' PROPOSE U USE OF BUILDING �� I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLUAL UEM RIPT ION Of PROPE RTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOI BLOCK - OF r. WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OFTHE PERFORMANCE OF 1 1052.$ 00 20 10d0 CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE i��S NCE. SIGNAT E OF CONTRACTOR OR AUTHORIZED AGENT DATE 'T 108 AUURLSS ,n1�� 65 l(,4H9 Wo1�Y fboXr ml)-) >A_Ur�c m4jWk x � '�1�� ClO�IG,NS r1o1 (OFFICE USE ONLY) PLUMBING MECHANICAL NO TYPE OF FIXTURE FEE NO TYPE OF EQUIPMENT FEE 2, WATER CLOSET (TOILET) AIR CONU UNITS - li P EA BA I III UB REFRIGERATION UNITS - H P EA 2 LAVATORY (WASH BASIN) BOILERS - H P EA SHOW'LR GAS FIRED A C UNITS- TONNAGE EA KI ICIILN SINK & DISP. FORCED AIR SYSTEMS - B T U MEA DISHWASHER WALL HEATERS - B T U M LAUNDRY TRAY UNI1 HEATERS- B T.0 M CLOIHLS WASHER EVAPORAI I`VE COOLERS WA1LR HEATER CLOTHES DRYERS URINAL VENTILATICN FAN 2. DRINKING F OUN I AIN RANGE FIOOD COMMERCIAL I LOOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOF DRAINS RAINLEAUERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,ETC I WATER HEATER GAS PIPING SUB TOTAL f SUBTOTAL f PERMIT f PERMIT f TOTALFEE f TOTAL FEE f SIUL Y ARD SL I BACK STRLLI SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE S1—Oa JOI!-otl 5;Ou FEE RECEIPT (9� USE /ON[ LOT ARIA VACANT SITE I' 37. �`-� �� G -W-41 5a � YES NO FEES VALUATION FEE N C coMK — 'a ❑ IYPL OF CONS] OC U ANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG G-Z-15 17 tA A BU'LDING S SILL Of BLU(. NO.OF STORILS MAX.000.LOAD 2,2-32 51-(AM t" 1„ PLUMBING FIRE SPRINKLERS REQUIRED ❑YES AND MECHANICAL COMMENTS STATE BLDG.CODE ENERGY CODE SURCHARGE PENALTY SECC303(al RECEIVED WATERISEWER FEES MAR 14 2005 TOTAL PERMIT VALIDATION Q0AB U i LD r N G D E PT WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT&RECEIPT PAID CR# BY cc: ASSESSOR,APPLICANT,TREASURER,BLDG, DEPT BUILDING OFFICIAL DATE RECORDS COPY REVISIONS: 0. 1. 2, NORTH COUNTY BANK ADDITION 4- m k xnu 16419 SMOKEY POINT BLVD.. 000. '- { ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 98223 �E _ zQU ASSESSOR'S ACCT # 31052800201000 R CEIVEC " � W w �x O U o MA R -( 4 2005 ABBREVIATIONS PROJECT PARTICIPANTS PROJECT DATA DRAWING INDE fl AND (E) EXISTING L LENGTH BCD SEE CIVIL DRAWINGS OCCUPANT: NO I'H COUNTY BANK JURISDICTION - CITY OF ARLINGTON A0,1 COVER SHEET BIADIN ' w ANGLE EA EACH LAV LAVATORY SCH SCHEDULE 16419 SMOKEY Pr,BLVD, PROJECT A02 GENERAL NOTES ram. Q AT EGB EROSION CONTROL BARRIER LF LINEAL FOOT SO SMOKE DETECTOR ARLINGTON,WA 98223 ADDRESS. . - - 16419 SMOKEY POINT BLVD, 1 0 DIAMETER FILE ELECTRICAL LPG LIQUID PROPANE GAS SECT SECTION PH:(3fi0)fi59-7100 ARLINGTON, WASHINGTON 98223 LANDSCAPE DEGREE ENG ENGINEER(ING) LVL LAMINATED VENEER LUMBER SED SEE ELECTRICAL DRAWINGS FX:(260)fi59-3305 L-1,1 DEMOLITION LANDSCAPE PLAN TAX ACCOUNT NOs. 31052800201000 L-1.2 ADDITION LANDSCAPE PLAN 4 POUND OR NUMBER EO EQUAL MAX MAXIMUM SF SQUARE FEET S OUARE FOOT EXT EXTERIOR MB MACHINE BOLT SH SINGLE HUNG OWNER: JUBIF CONSTRUCTION,LLC AB ANCHOR BOLT FAU FORCED AIR UNIT MECH MECHANICAL SHT SHEET HARVEY JUBIE LOT SIZE .. .. .. ARCHITECTURAL ABV ABOVE FD FLOOR DRAIN MEN. MANUFACTURER SIM SIMILAR 4229761h AVENUE NE,STE,204 +/- 41,528 S0.FT, (+/-,95 ACRE) ACOUS ACOUSTIC FE FIRE EXTINGUISHER MIN MINIMUM SL SLIDER MAR'ISVILLE,WA 90270 A1.1 DEMOLITION ARCHITECTURAL SITE PLAN ACT ACOUSTIC CEILING TILE FF FINISH FLOOR MISC MISCELLANEOUS SMD SEE MECHANICAL DRAWINGS PH:1:160)6 59-5556 CODE . ......-. 2003 IBC WITH WASHINGTON AMENDMENTS A1.2 ADDITION ARCHITECTURAL SITE PLAN A2,1 DEMOLITION FLOOR PLAN AND ROOF PLAN AFF ABOVE FINISH FLOOR FG FULL GLASS MOD MODULAR SMB SHEET METAL SCREW FX:(260)653-9611 A2,2 ADDITION FLOOR PLAN AND ROOF PLAN ALUM ALUMINUM FHWS FLAT HEAD WOOD SCREW MT D MOUNTED SPD SEEVLUMBING DRAWINGS ARCH ARCHITECTURAL FIN FINISH MTL METAL SPEC SPECIFICATIONS ZONING, HC(HIGHWAY COMMERCIAL) A2,3 ADD RESTRONENLARGED ATIONS TROOM PLANS AND AWN AWNING FLR FLOOR MUL MULLED WINDOW SS STAINLESS STEEL ARCHITECT: DESIGNS NORTHWEST ARCHITECTS REBTROOM ELEVATIONS Q BD BOARD FOC FACE OF CONCRETE/COLUMN (N) NEW STD STANDARD DAN NELSON,ARCHITECT SEISMIC ZONE 3 A3,1 DEMOLITION EXTERIOR ELEVATIONS BIF BIFOLD FOE FACE OF FRAMINGIFINISH NG NATURAL GAS STK SELECT TIGHT KNOT STAN DOD,R532,SUITE 9 WIND SPEED A3,2 DEMOLITION EXTERIOR ELEVATIONS > M BLDG BILKS BUILDING BLOCKING FOIC FURNISHED BY OWNER INSTALLED NIC NOT IN CONTRACT STL STEEL STANWOOD,WA 98292 80 MPH - EXP 'B' A3,3 ADDITION EXTERIOR ELEVATIONS J BLW BELOW BY CONTRACTOR ROM NOMINAL STRUC STRUCTURAL PH:360-629-3441 A3.4 ADDITION EXTERIOR ELEVATIONS Z m N FX:360-62M159 SNOW LOAD 27 POUNDS PER SF(UNIFORM SNOW LOAD) Aq,1 BUILDING SECTION AND WALL SECTION 20 POUNDS PER SF GROUND SNOW LOAD A5. BM BEAM FOS FACE OF STRUCTUREISTUD/STEEL NTS NOT TO SCALE STS SELF TAPPING SCREW ROOFINGNOWDRIFT LOAD O Z 1 SITE AND BUILDING ADDITION ACCESSIBILITY DETAILS BTM BOTTOM FT FOOT OR FEET OC ON CENTER SV SHEET VINYL A6,1 ADDITION DOOR TYPES/SCHEDULE, BUR BUILT-UP FTG FOOTING OD OUTSIDE DIAMETER (T) TEMPERED STRUCTURAL: CLAYTON M.CANFIELD,P.E., . FROST LINE DEPTH 12 INCHES WINDOW TYPES,AND DETAILS z CENTERLINE FX FIXED GLASS OPH OPPOSITE HAND T8G TONGUE fl GROOVE 2215 MUKILTEO SPEEDWAY d CLG CEILING GA GAUGE OSB ORIENTED STRAND BOARD TBD TO BE DETERMINED MUKILTEO,WA 98275 OCCUPANCY GROUP - B STRUCTURAL } CLR CLEAR GALV GALVANIZED PH PANIC HARDWARE TOG TOP OF CONCRETE PH:(�,25)513 6868 Z CMU CONCRETE MASONRY UNIT GLB GLULAM BEAM p PLATE Top TOP OF PLATE FX:(425)513E868 CONSTRUCTION TYPE - TYPE V-B S-1 STRUCTURAL NOTES,SCHEDULES,AND DETAILS o Q O O COL COLUMN GSM GALVANIZED SHEET METAL PLAM PLASTIC LAMINATE TOE TOP OF FLOOR COMP COMPOSITE GWB GYPSUM WALLBOARD PLWD PLYWOOD TOS TOP OF SLAB/STEEL FIRE SUPPRESSION NO S-2 STRUCTURAL DETAILS CON CONCRETE GYP GYPSUM PR PAIR To TOP OF WALL SYSTEM B-3 ADDITION FLOOR PLAN AND FOUNDATION PLAN, l� CONT CONTINUOUS HC HOLLOW CORE PSF POUNDS PER SQUARE FOOT TS TUBE STEEL CONTRACTOR: JUBIE CONSTRUCTION,LLC ROOF FRAMING PLAN r , Q C v CS CASEMENT HDR HEADER PT PRESSURE(PRESERVATIVE) TYP TYPICAL ALFRED J.JUBIE v C Z CPT CARPET HHS HEX HEAD SCREW TREATED LINO UNLESS NOTED OTHERWISE 4229761h AVENUE NE,STE.204 DESCRIPTION OF. - BANK DEL DOUBLE HIM HOLLOW METAL REINF REINFORCING VERT VERTICAL MARYSVILLE,WA 98270 EXISTING BUILDING RELATED DOCUMENTS = Q°' Of DEMO DEMOLISH HORIZ HORIZONTAL RET RETAINING VIF VERIFY IN FIELD PH:(J60)659-5556 USE DET DETAIL HVAC HEATINGNENTILATION/ RHWS ROUND HEAD WOOD SCREW VPF VEGETATION PROTECTION FENCE FX:(260)653-9611 C Q DH DOUBLE HUNG AIRCONDITIONING RM ROOM W WIDTH DESCRIPTION OF. BANK OFFICES (� GS DIM DIMENSION 10 INSIDE DIAMETER RO ROUGH OPENING w/ WITH NEW ADDITION USE ORIGINAL ARCHITECTURALBY ITECTURA NASH&NAL (PREPARED BY BOTESCH,NASH fl HALL ARCHITECTS,P,S,) DWG DRAWING INSUL INSULATION RWL RAI NWATERLEADER WD WOOD SET BACKS. .. FRONT YARD SET BACK - 10'-0r DATED MAY 24,2000 O TNT INTERIOR SC SOLID CORE Wr WEIGHT (PER ARLINGTON SIDE YARD SET BACK - V-O, (INCLUDES CIVIL,LANDSCAPE,ARCHITECTURAL AND STRUCTURAL DRAWINGS) 2004 ORDINANCE) REAR YARD SET BACK - V-0' STRIPAR D B CLCEAATIO.C(FOR LD,P E M Z SYMBOLS VICINITY MAP (PREPARED H 0,2005NM.CANFIELD,PE) DATED MARCH 10,2005 ALLOWABLE. BASE ALLOWABLE 9,000 5q FT, w 1 751E FI w, ��pp BUILDING AREA FOR B OCCUPANCY TYPE V-B WASWNfiiON 87AiE ENERGY CODE C01.1PL1 Tf.ORAi$(FOA AWITK" ��FOOt' (PREPARED BY DESIGNS NORTHWEST ARCHITECTS,INC,) 7 1J6n'n"" A " ram... PROPOSED FLOOR. EXISTING AREA: 6,652 SF.FT DATED MARCH 11,2005 5,�uhn I�h4M N! a Mwrrt' AREA f`�W ADDITION: 2232 SF. FT- TOTAL AREA: 8,884 SF,FT. U DRAWING NUMBER1; -f.. - �G Sm �P.Imt MAX.BUILDING +/- 32-0"(50'-0" MAX, ALLOWED) REVISION REFERENCE X REVISION NUMBER �= ; e HEIGHT $ BUILDING SECTION % OR WALL SECTION At 1 SHEET NUMBER MASONRY i E REFERENCE = i5"I'si N, PARKING REQUIRED 24 SPACES- PER ARLINGTON 000 A ovm rI(x z '651h 1i Ac (FOR EXISTING BANK) ORDINANCE(4 SPACESCESPER 1,000 SF CONCRETE +sau,sl Nx � SLOG AREA) a 4 oRAxnNC NUMBER STRUCTURAL BUILDING CODES/STANDARDS v REFERENCE a T %{}� ,k _ PARKING REQUIRED. 12 SPACES- PER ARLINGTON 2004 EXTERIOR ELEVATION % GRIDS 1�11i1 INSULATION(LOOSE OR BATT) ?c (FOR ADDITION) ORDINANCE(1 SPACE PER 200 SF BLDG. REFERENCE A I Q AREA) NOTE; >� 2003 INTERNATIONAL BUILDING CODE(IBC)WITH WASHINGTON STATE SHEET NUMBER GRID LINER LOCATE FACE OF INSULATION(RIGID) AMENDMENTS(WAC 51-50) FRAMING AND/OR TOTAL PARKING, 37 SPACES(INCLUDING 2 HC ACCESSIBLE) 1 DRAWING NUMBER s..r.� PROVIDED 2003 INTERNATIONAL MECHANICAL CODE IMC WITH WASHINGTON STATE 0 FOUNDATION STEM WALLS ( ) O UNO EARTH F�+ AMENDMENTS(WAC 51-52) o �... LEGAL. . PARCEL A' INTERIOR ELEVATION 5 1<�LSHEET TRUE NORTH1q�i ^� DESCRIPTION THE NORTH 208,71 FEET OF THE WEST REFERENCE .Sim SAND/PLASTER/MORTAR 208,71 OF THE FOLLOWING DESCRIBED 2003 UNIFORM PLUMBING CODE(UPC)WITH WASHINGTON STATE AMENDMENTS NUMBER n (WAC 57-Sfi 8 51-57) PROPERTY: 3 /�\�\1 r,�•t v w THE WEST 7 ACRES OF THE SOUTH 528 Z` NORTH ARROW D 3 2003 UNIFORM PLUMBING CODE STANDARDS WITH WASHINGTON STATE L� DRAWING NUMBER ROCK FILL FEET OF THE NORTHWEST 1/4 OF SECTION r 3 I 28 AMENDMENTS(WAC 5145) 3 x TOWNSHIP 31 NORTH, RANGE 5 EAST, W,M: DETAIL REFERENCE METAL(LARGE SCALE) 2003 INTERNATIONAL FIRE CODE(IFC)WITH WASHINGTON STATE AMENDMENTS SHEET NUMBER -NIO�IMe ` PROJECT SITE EXCEPT COUNTY ROAD; (WAC 57-54) EXCEPT THE NORTH 170 FEET THEREOF AND 3 STAIR DIRECTION, UP 7R — EXCEPT THE SOUTH 119 FEET THEREOF, CURRENT EDITION OF THE NATIONAL FIRE CODES NFPA WITH WASHINGTON y 1 p RISERS 8 TREADS 11T GYPSUM WALLBOARD ca � 7'00F IkenO;xxY,:4m,i11t,;:2001 NA4TFG STATE AMENDMENTS ( ) w ROOM NUMBER ROOM NAME fl NUMBER ROOM /!//iJ FINISHED W000 1999 NATIONAL ELECTRICAL CODE(NEC)WITH WASHINGTON STATE 101 AMENDMENTS rIll DOOR REFERENCE 101X DOOR LETTER STRUCTURALWOOD I 1 (CONTINUOUS MEMBER) WASHINGTON STATE ENERGY CODE(NREC)(WAG 51-11) •.• O m EQUIPMENT NUMBER 101 STRUCTURAL WOOD WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE(VIAQ)(WAC WINDOW REFERENCE 1MFpOW TYPE 51-13) V CENTER LINER,FLOOR LINER - (NON-CONTINUOUS MEMBER) UTILITY DISTRICTS AT EXTERIOR ELEVATIONS, L PROJECTED LINES I PLYWOOD DEPARTMENT OF ECOLOGY STORM WATER MANUAL(CURRENT EDITION) r WALL TYPE % WALL TYPE DATE: 3/14/05 WSDOTI APWA(CURRENT EDITION) PROPERTY LINES,BOUNDARY - TILE(CERAMIC) ELECTRICAL: SNOHOMISH COUNTY PUD k1(EXISTING) DESIGNED: T R ® - E LINES WATER CITY OF ARLINGTON(EXISTING) ARLINGTON UNIFIED DEVELOPMENT CODE(UDC) DRAWN: K W x KEY NOTE REFERENCE (x} REFERENCE NUMBER STORMWATER: CITY OF ARLINGTON(EXISTING) W E `! SEWER SNOHOM ISH COUNTY PUD#1(EXISTING) ■iil� HIDDEN LINES --------- JOB N0: 6604 ARLINGTON COMPREHENSIVE PLAN TRASH: WASTE MANAGEMENT NW(EXISTING) TELEPHONE: (EXISTING) ARLINGTON FIRE DEPARTMENT STANDARDS W SHEET: AA GAS: CASCADE NATURALGAS(EXISTING) O.� CASEWORK REFERENCE 101 SCHEDULE NUMBER BREAK LINER �V- ARLINGTON MUNICIPAL CODE(RMG) ARLINGTON PUBLIC WORKS STANDARD DETAILS REVISIONS: + E 0, s 2. I NozQ 3. 4. m v a PP R6'-0' _ — EMPLOYEE o o ADDITION ARCHITECTURAL SITE PLAN NOTES: N a q q 4j I �_ — - ��mG y ' m I•• A. REFER TO DEMOLITION ARCHITECTURAL SITE PLAN FOR EXISTING lot a$ + _4_._ 1 IMPROVEMENTS TO BE REMOVED OR RELOCATED m O `O o 0' o I I- B. REFER TO ORIGINAL CIVIL DRAWINGS(PREPARED BY OTHERS)FOR COORDINATION AND LOCATION OF CIVIL WORK. m �^ 3 I ® I C. REFER TO THE DEMOLITION AND ADDITION FLOOR PLANS FOR 5 I FURTHER INFORMATION. Y) u a + I D, REFER TO ASI FOR SITE ACCESSIBILITY INFORMATION. T�T� W (N CTON fN ACCES 8LF ® I V [~ `o TFUP A 8 ALK 4 R2'-G" E, TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS 4 ALK I I ' REQUIRED 'I•'1 x X TR C �❑ I W � � � Q F- REFER TO LANDSCAPE PLANS FOR DEMOLITION OF EXISTING TREES, 0 •F 24'd IE'C 37 • I Q �+ VAN of TREES TO REMAIN,AND FURTHER INFORMATION, 7q �D MAIN ENTRANCE TO(E)BANK 5'-0• 15'-0' 15'-0• 12' m G PARKING LOT STRIPING(WHITE STRIPING)TO BE PROVIDED PER CITY 2•-ems OF ARLINGTON STANDARDS 'OI 1 1 o 00, I I / H. PROVIDE ACCESSIBLE PEDESTRIAN CROSSWALK STRIPING PER CITY g 0- R Y 1 µC' ' (E)BANK BUILDING S OF ARLINGTON STANDARD - SS ALK 8' 24'-0' 18'-0• - 6652 SF 1�4 S E 80-0 HIGHWAY COMMERCIAL (HC) ZONE 0 Ll $� � Q 1 RELOCATE(E) 10 �.-! I w .R (D - WHEELSTOPS ♦J O -(N)PARKING a STRIPING a (EIR ♦ ~/ 7 >l (E)SIDEWALK w I LOMC"' HIGHWA ZONE Q RELOCATED MECH R2'-6' EQUIP.OI(N)CONC (E1EQUIPMENT PAD CURI (N)REQUIREDACCESSIBLELOTLINE 4 ENTRANCESIGN ( I SETBACK ` J MAN+ENTRANCE I ♦ O Z TO(N)BANK ADDITION 0 L ( 6COMP STALL ®CC EA.48'b' ` a I (E1 NT 5'- • Q N)CON CURB (N)BANK M1 I ♦ ' _ 011! 7 TOTAL(E) Y i. I I �♦♦ Y(N)CONC WALK ADDITION 1510P KNG SP Q} OO SS ALlB [E) V MENT 2,2325E y WAV 1 Q C i )PAVEMENT-� I G (N1 REOl ® I SEF CIVIL ADDITIONAL (n Z RaW 10 JAB 4 1 1° SECONDARY .R�• I I FO!• ADDITIONAL J ENTRANCE (N) C.Q,•. _ - INFORMATION ON BANK ADDITION DRAIN qB DRAINAGE Q (9)THOMAS LIGHTING SRS (N)CONC. STRAIGHT ROUND STEEL POLES O y r ACCESSIBLE a. 0 3 O CURB w SRS 20-3,0 W/ • 8 ENTRANCE SIGN >o¢ rc i (6) EMCO SINGLE FIXTURES AA DRIVEWAY Q it w (N)LANDSCAPE o a ¢ ERA201-3H-250MH-MT& z gL a m m AREA(TYP) (3) EMCO DOUBLE FIXTURES a 4 'o vwi ERA202-3H-250MH-MT m I I z o ¢ HIGHWAY COMMERCIAL (HO) ZONE E I `a` ry YAUL r PP p PROJECT NORTH J ADDITION ARCHITECTURAL SITE PLAN 0 y '° 27 49 ?� g SCALE:1'=20'-0' I— o 5540 ~EGISTERED T J flARCHITECT Lu U Lu IEL A. N 3 DATE: 3/14/05 E of was C DESIGNED: Y T R. HINGTON c DRAWM K W E JOB No: 6604 WSHEET: °- A1.2 REVISIONS: 0, 1, 2. 3. NORTH COUNTY BANK ADDITION 4: 1 0-N W U V v � � N 16419 SMOKEY POINT BLVD. �- Op DOo NO E r1 T■ _I N O 'O'O —.- . - - m E C �' � - ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 98223 1 _ - ASSESSOR'S ACCT # 31052800201000 11 �� Q o U ABBREVIATIONS PROJECT PARTICIPANTS PROJECT DATA DRAWING INDEX 8 AND (E) E%ISTING L LENGTH SC SEE CIVIL DRAWINGS OCCUPANT: NOP.TH COUNTY BANK JURISDICTION CITY OF ARLINGTON A0,2 COVERSHEET A0.2 GENERAL NOTES ANGLE EA EACH LAV LAVATORY SCH SCHEDULE 1fi4195MOKEY PT,BLVD. PROJECT @ AT ARLINGTON,WA 98223 ADDRESS, , ECB EROSION CONTROL BARRIER LF LINEAL FOOT SD SMOKE DETECTOR 16419 TON, W POINT BLVD. LANDSCAPE D DIAMETER ELEC ELECTRICAL LPG LIQUID PROPANE GAS SECT SECTION PH:(3 0 659-3305 ARLINGTON, WASHINGTON 98223 p ryQ} DEGREE ENG ENGINEER(ING) LPL LAMINATED VENEER LUMBER SED SEE ELECTRICAL DRAWINGS FX:(360)659-3305 L-1.1 DEMOLITION LANDSCAPE PLAN g�p :� JI Y POUND OR NUMBER EO EQUAL MAX MAXIMUM SF SQUARE FEET TAX ACCOUNT NOs 31052800201000 L-1,2 ADDITION LANDSCAPE PLAN Adl Ff® ` Fy SOUARE FOOT EXT EXTERIOR MB MACHINE BOLT SIT SINGLE HUNG OWNER JUB!E CONSTRUCTION,LLC 1!Q S AB ANCHOR BOLT FAD FORCED AIR UNIT MECH MECHANICAL BHT SHEET HARVEYJUBIE LOT SIZE .. +/— 41,528 SQ.FL (+/— .95 ACRE) ARCHITECTURAL ABV ABOVE FD FLOOR DRAIN MFR MANUFACTURER SIM SIMILAR 4229 761h AVENUE NE,STE,204 A1.1 DEMOLITION ARCHITECTURAL SITE PLAN II 1 ACOUS ACOUSTIC FE F IRE EXTINGUISHER MIN MINIMUM SL SLIDER MARYSVILLE,WA 98270 A1,1 ADDITION AITCMTECIURAL SITE p/�y�ry 1■ILD'N v ' ACT ACOUSTIC CEILING TILE FF FINISH FLOOR MISC MISCELLANEOUS SMD SEE MECHANICAL DRAWINGS PH:(360)659-555fi CODE - 2003 IBC WITH WASHINGTON AMENDMENTS A2.1 DEMOLITION FLOOR PLANANFo„ yY u AFF ABOVE FINISH FLOOR FG FULL GLASS MOD MODULAR SMS SHEET MET AL SCREW FX:(360)653-9611 A2.2 ADDITION FLOOR PLAN AND �¢H�' ALUM ALUMINUM FHWS FLAT HEAD WOOD SCREW MTB MOUNTED SPD SEE PW MBING DRAWINGS ARCH ARCHITECTURAL FIN FINISH MTL METAL SPEC SPECIFICATIONS ZONING. - HC(HIGHWAY COMMERCIAL) A23 ESTRONENLARATIONS TROOM PLANS AND ARCHITECT: DESIGNS NORTHWEST ARCHITECTS REMOL I ELEVATIONS m o AWN AWNING FLR FLOOR MUL MULLED WINDOW SS STAINLESS STEEL DAN NELSON,ARCHITECT SEISMIC ZONE 3 A3.1 DEMOLITION EXTERIOR ELEVATIONS err BD BOARD FOG FACE OF CONCRETEICOLUMN (N) NEW STD STANDARD 100:11 SR532,SUITE B ` Ch BIF BIFOLD FOF FACE OF FRAMING/FINISH NG NATURAL GAS STK SELECT TIGHT KNOT WIND SPEED A3.2 DEMOLITION EXTERIOR ELEVATIONS �J m CV BIF BLKG BUILDING BLOCKING FOF FURNISHED BY OWNER INSTALLED NG NOT IN CONTRACT STK STEEL STANWOOD,WA 99292 80 MPH — EXP 'B A3.3 ADDITION E%TERIOR ELEVATIONS G BLW BELOW BY CONTRACTOR NOM NOMINAL STRUC STRUCTURAL PH:360629-3441 SNOW LOAD -.. .. 27 POUNDS PER SF UNIFORM SNOW LOAD A3.4 ADDITION EXTERIOR ELEVATIONS BM BEAM FOS FACE OF STRUCTUREISTUDISTEEL NTS NOT TO SCALE STS SELF TAPPING SCREW FX:3606296159 ( ) A4,1 BUILDING SECTION AND WALL SECTION Z SNOWDRIFT LOAD. 20 POUNDS PER SF GROUND SNOW LOAD A5,1 SITE AND BUILDING ADDITION ACCESSIBILITY DETAILS BTM BOTTOM FT FOOT OR FEET OC ON CENTER SV SHEETVINYL O O BUR BUILT-UP ROOFING FTG FOOTING OD OUTSIDE DIAMETER (T) TEMPERED STRUCTURAL: CLAYTON M.CANFIELD,P E A61 ADDITION DOOR AND D SCHEDULE, Q FROST LINE DEPTH 12 INCHES WINDOW TYPES,AND DETAILS > CENTERLINE FX FIXED GLASS OPH OPPOSITE HAND T&G TONGUE 8 GROOVE 2215 MUKILTEO SPEEDWAY CLG CEILING GA GAUGE OSB ORIENTED STRAND BOARD TBD TO BE DETERMINED MUIILTEO,WA 98275 OCCUPANCY GROUP. B STRUCTURAL 1 } CLR CLEAR GALV GALVANIZED PH PANIC HARDWARE To TOP OF CONCRETE PH:(425)5136868 Z CMU CONCRETE MASONRY UNIT GLB GLULAM BEAM p PLATE TOG TOP OF PLATE FX:1425)5136BfiB CONSTRUCTION TYPE TYPE V—B S-1 STRUCTURAL NOTES,SCHEDULES,AND DETAILS O Q O O COL COLUMN GSM GALVANIZED SHEET METAL PLAM PLASTIC LAMINATE TOE TOP OF FLOOR S-2 STRUCTURAL DETAILS COMP COMPOSITE GWB GYPSUM WALLBOARD PLWD PLYWOOD TOS TOP OF SLAB/STEEL FIRE SUPPRESSION NO S-3 ADDITION FLOOR PLAN AND FOUNDATION PLAN, CONC CONCRETE GYP GYPSUM PR PAIR TOW TOP OF WALL SYSTEM ROOF FRAMING PLAN Q C7 CONT CONTINUOUS HC HOLLOW CORE PSF POUNDS PER SQUARE FOOT TS TUBE STEEL CONTRACTOR: JUBIE CONSTRUCTION,LLC CS CASEMENT HDR HEADER PT PRESSURE(PRESERVATIVE) TYP TYPICAL ALF:EO)•JUBIE Z CPT CARPET HHS HE%HEAD SCREW TREATED LINO UNLESS NOTED OTHERWISE 422:I 761h AVENUE NE,STE,204 DESCRIPTION DI -. BANK MARYSVILLE,WA 98270 EXISTING BUILDING RELATED DOCUMENTS DBL DOUBLE HM HOLLOW METAL REINF REINFORCING VERT VERTICAL PH:(360J 659-555fi USE DEMO DEMOLISH HORIZ HORIZONTAL RET RETAINING VIF VERIFY IN FIELD FX:(360)653-9611 - DIET DETAIL HVAC HEATINGIVENTILATIONI RHWS ROUND HEAD WOOD SCREW VPF VEGETATION PROTECTION FENCE DESCRIPTION OF. . BANK OFFICES DH DOUBLE HUNG AIR CONDITIONING RM ROOM W WIDTH NEW ADDITION USE ORIGINAL ARCHITECTURALBY BO CTURAL DRAWINGS A/ DIM DIMENSION 10 IN DIAMETER RO ROUGH OPENING w/ WITH (PREPARED BY BOTESCH,NASH 8 HALL ARCHITECTS,P.S,) I0i SET BACKS... . FRONT YARD SET BACK — IW—O' DATED MAY 24,2000 O DWG DRAWING INSUL INSULATION SC RAINWATER LEADER WD (PER ARLINGTON SIDE YARD SET BACK —W-V (INCLUDES CIVIL,LANDSCAPE,ARCHITECTURAL AND STRUCTURAL DRAWINGS) INT INTERIOR SC SOLID CORE VJT WEIGHT 2004 ORDINANCE) REAR YARD SET BACK —S�-0� STRUCTURAL MCULATIONS"R AO0ttON1 VICINITY MAP (PREPARED BY CLAYTON M,CANFIELD,P E) z SYMBOLS DATED MARCH 10,2005 ALLOWABLE � � BASE ALLOWABLE 9,000 SQ. FT. BUILDING AREA FOR B OCCUPANCY TYPE V—B WASHINGTON STATE ENERsY fAOE COMPLIANCE FORMS(FOR ADDITIM w It5m v3 N• DEEEEEEEP.A (PREPARED BYDESIGNSNORTHWESTARCHITECTS,INC,) tl•n,Ptrw 8 n Ar*a PROPOSED FLOOR EXISTING AREA: 6,652 SF, FT DATED MARCH 11,2005 N f° s',,,Fy I7aetz rk a Aq•n AREA NEW AODIl10N• 2232 SF.FT a TOTAL AREA: 8,884 SF. FT. > pN •'"q smoseT Poas 0 DRAWING NUMBER f)7 's - - MAX.BUILDING - - -. +/— 32'-0"(50'-0" MAX- ALLOWED) REVISION REFERENCE X REVISION NUMBER - '--� 6 HEIGHT BUILDING SECTION OR WALL SECTION M.1 SHEET NUMBER MASONRY Is59,„N. PARKING REQUIRED, 24 SPACES—PER ARLINGTON 2000 REFERENCE IOQQDQ7 ,,m Pl N, (FOR EXISTING BANK) ORDINANCE(4 SPACES PER 1,000 SF CONCRETE ; 1ee�*sl a. . BLDG. AREA) DRAWING NUMBER STRUCTURAL BUILDING CODES STANDARDS a REFERENCE � T {� K _ 1 PARKING REQUIRED - - 12 SPACES— PER ARLINGTON 2004 EXTERIOR ELEVATION GRIDS lA1II1111Y INSULATION(LOOSE OR GATT) s (FOR ADDITION) ORDINANCE(1 SPACE PER 200 SF BLDG. w REFERENCE p 3 AREA) O SHEET NUMBER NOTE: E INSULATION(RIGID) ° AMENDMENT6 IONAL(WAC BUILDINGS60 CODE(IBC)WITH WASHINGTON STATE GRID LINES LOCATE FACE OF,ITOTAL PARKING 37 SPACES(INCLUDING 2 HC ACCESSIBLE) FRAMING AND/OR PROVIDED 1 DRAWING NUMBER 2003 INTERNATIONAL MECHANICAL CODE IMC WITH WASHINGTON STATE 0 FOUNDATION STEM WALLS EARTH O I AMENDMENTS(WAC 51-52) O LINO LEGAL. . PARCEL A: INTERIOR ELEVATION S 1 AS] 2 208,71 OF THE FOLLOWING DESCRIBED TRUE NORTH ^'^ DESCRIPTION THE NORTH 2OB,71 FEET OF THE WEST REFERENCE 2003 UNIFORM PLUMBING CODE(UPC)WITH WASHINGTON STATE AMENDMENTS 1 SAND/PLASTER/MORTAR � rn 3 SHEET NUMBER I m PROPERTY: (WAC 51-56851-57) y THE WEST 7 ACRES OF THE SOUTH 52B L ;` NORTH ARROW a FEET OF THE NORTHWEST 1/4 OF SECTION 2003 UNIFORM PLUMBING CODE STANDARDS WITH WASHINGTON STATE r 3 DRAWING NUMBER ROCK FILL 28 AMENDMENTS(WAC 5145) j(` a TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M.: p DETAIL REFERENCE ]< �n t ,Nn I,NI LI - 2003 INTERNATIONAL FIRE CODE(IFC)WITH WASHINGTON STATE AMENDMENTS SHEET NUMBER METAL(LARGE SCALE) - PROJECT SITE .EXCEPT COUNTY ROAD; (WAC 51-54) g` UP 7R IEXCEPT THE NORTH 1 19 FEET THEREOF AND 2 3 STAIR DIRECTION, ��(♦ EXCEPT THE SOUTH 119 FEET THEREOF, CURRENT EDITION OF THE NATIONAL FIRE CODES NFPA WITH WASHINGTON y ( 1 dRISERS BTREADS 11T GYPSUM WALLBOARD 1 ( ) / r7000.aM:umi ,*w2W4.NAVTEO STATE AMENDMENTS — ROOM �� FINISHED WOOD 999 NATIONAL ELECTRICAL CODEITH WASHINGTON STATE ROOM NUMBER ROOM NAME A NUMBER (NEC)( ) 101 AMENDMENTS ` DOOR REFERENCE lO1X DOOR LETTER STRUCTURALWOOD C� (CONTINUOUS MEMBER) WASHINGTON STATE ENERGY CODE(NREC)(WAC 51-11) W O m EQUIPMENT NUMBER 101 a STRUCTURAL WOOD WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE(VIAQ)(WAC / WINDOW REFERENCE za--WINDOW TYPE CENTER LINES,FLOOR LINES _ (NOWCONTINUOUS MEMBER) UTILITY DISTRICTS `J AT EXTERIOR ELEVATIONS, L PROJECTED LINES JIM PLYWOOD DEPARTMENT OF ECOLOGY STORM WATER MANUAL(CURRENT EDITION) r i WALL TYPE C%}—�WALL TYPE DATE: 3/14/05 ., WSDOT/AP WA(CURRENT EDITION) PROPERTY LINES,BOUNDARY TILE(CERAMIC)— - -� — ELECTRICAL: SNOHOMISH COUNTY PUDM1(EXISTING) DESIGNED: T.R. T� E LINES p89p80 WATER CITY OF ARLINGTON(EXISTING) ARLINGTON UNIFIED DEVELOPMENT CODE(UDC) DRAWN' KW. x KEY NOTE REFERENCE ()(��REFERENCENUMBER STORM CITY OF ARLINGTON EXISTING V E SEWER SNOHOMISH COUNTY PUD k1(EXISTING) ARLINGTON COMPREHENSIVE PLAN JOB NO: 6604 m HIDDEN LINES ————————— TRASH: WASTE MANAGEMENT NW(EXISTING) TELEPHONE: (EXISTING) ARLINGTON FIRE DEPARTMENT STANDARDS SHEET: CASEWORK REFERENCE 101 SCHEDULE NUMBER BREAK LINES GAS: CASCADE NATURI,L GAS(EXISTING) ARLINGTON MUNICIPAL CODE(RMC) HA 0.1 ARLINGTON PUBLIC WORKS STANDARD DETAILS REVISIONS: 0. 2 1 I (' 3. t- DtLh 1�I' .. 0 4. ............ ..... ca+ rc J i W SOIVI If[(RMf •• •. W m.. E.o � p E"m d'in I Rfi'7-0' 94PLOYEE P.-MM o p ADDITION ARCHITECTURAL SITE PLAN NOTES: a m G C • A. REFER TO DEMOLITION ARCHITECTURAL SITE PLAN FOR EXISTING d o ci t •y, _ 4 61 I IMPROVEMENTS TO BE REMOVED OR RELOCATED VWj z m®v y _ 10—T_ I tl 1 I G'-0 B, REFER TO ORIGINAL CIVIL DRAVANGS(PREPARED BY OTHERS)FOR ` - • -, 1 I I I 1 \ COORDINATION AND LOCATION OF CML WORK• ,., .22 N 0" C. REFER TO THE DEMOLITION AND ADDITION FLOOR PLANS FOR 5 ,e • ^ -, ' I e ( FURTHER INFORMATION, (� rn r) g D. REFER TO A5,I FOR SITE ACCESSIBILITY INFORMATION. �x] (N)• A ISLE a R2'-6" I I E, TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS IPoP A S9 WALK . DES IYG C I REQUIRED, W CRO I o © ❑J2'}{'.p" F. REFER TO LANDSCAPE PLANS FOR DEMOLITION OF EXISTING TREES,TREES TO REMAIN,AND FURTHER INFORMATION, ^( •4 1k-0• I I--i of - R20'-0" MAIN ENTRANCE TO(E)BANK 5'-0' 15'-0" 15'-0' 12' G, PARKING LOT STRIPING(WHITE STRIPING)TO BE PROVIDED PER CITY - m e _ 2' OF ARLINGTON STANDARDS. 'D „ O p M.0 t I I 1L PROVIDE ACCESSIBLE PEDESTRIAN CROSS WALK STRIPING PER CITY N a R (N)PEDI 5 x P (E)BANK BUILDING I / OF ARLINGTON STANDARDS. y A0 CESS91 ALK 8' 24'-0' L fa'-w 1 6652 SF ' GO xK c HIGHWAY COMMERCIAL (HO) ZONE D O CC TROL @ 1 RELOCATE(E) e L '-0'O.G AS ® O I q O WHEEL STOPS p W O (N)PARKING �— a • STRIPING ' IE)R 7 BUILDING SET L W t (E)SIDEWALK w HIdMWA . ZONE Gf RELOCATED MECH. _ I Q „ R2-fi" J .''!. EQUIP,OI(N)CONC, I S'B• EQUIPMENTPAD- w �)CUMIN)REQUIRED m Q IO - - -. LOT LINE -ACCESSIBLE C`7 M • :q ENTRANCESIGN - SETSACN J Z m N 2'_' MAIN ENTRANCE I ~ OD •/.� TO O Z (N)BANK ADDITION t L ( 6COMP C STALL 1'9-0'EA.•!' I IE) 5'- pj Q (N)CONC.CURB + (N)BANK (N)c > • B I 7 TOTAL(E E0. 59 AL . ADDITION VEWAY II I OP RKINGSPACS IZ IN)CONC WALK -0' LS T-0'EA•eS'-0 2,2325F OQ O� �E'PAVEMEN Z ` 11C4.11R2'-a. R2'-6 ?'-0 I (EI ARKI ..may` - SE' CIVIL DWG'S lM UJ P O111F D I �° O VI I I� FO!.ADDITIONAL C\I ,I �° SECONDARY INFORMATION ON RO.W. 0 ENTRANCE TO(N) .vR74'.p.:. a ETBAC BANK ADDITION F DRAINAGE Q R1'-0" 0• O SIRS ry — 25! —2 _r,,a STRAIGHT LIGHTING M 11-1— _ STRAIGHT ROUND STEEL POLES O 'O .•I o ACCESSIBLE-� w z U (N)GONG W 5R$20-3.0 W� N ENTRANCE SIGN j o Q� CURB N o (B) EMCO SINGLE FIXTURES DRIVEWAY Q 0 w� (N)LANDSCAPE o a ERA201-3H-250MH-MT do z u s- .05 a m m AREA(TYP) w I- (3) EMCO DOUBLE FIXTURES t O a ERA202-3H-25OMH-MT do+ z i a HIGHWAY COMMERCIAL (HC) ZONE E I �• IV VAT#ILF;-- - PP C z I 4 r N 3 4 PROJECT J NORTH Q 3 ADDITION ARCHITECTURAL SITE PLAN 5 ,d 20 40' j 3 SCALE:1•=Zd-0• LL /^� 3 I r LL --- MA kARCHrrECT STERED W Q U W i1 Q C zIN DATE: 3/14/05 i E DRAWNED. E K W. / E JOBNO: 6604 \ W SHEET: ¢� °- A1.2 REVISIONS: 0. 1. 2. NORTH COUNTY BANK ADDITION wW E� t7 tG �3 16419 SMOKEY POINT BLVD. . �000.N_ ARLINGTON4 SNOHOMISH COUNTY, WASHINGTON 98223 ' ASSESSORS ACCT # 31052800201000 W W � x Q 0 ABBREVIATIONS PROJECT PARTICIPANTS PROJECT DATA DRAWING INDEX IS OCCUPANT: NORTH COUNTY BANK JURISDICTION CITY OF ARLINGTON A0,1 COVERSHEET 8 AND (E) EXISTING L LENGTH SCD SEE CIVIL DRAWINGS A0,2 GENERAL NOTES •�n� ANGLE EA EACH LAV LAVATORY SCH SCHEDULE 16419SMOKEYPT.BLVD. PROJECT q ARLINGTON,WA 98223 ADDRESS. 16419 SMOKEY POINT BLVD LANDSCAPE @ AT ECB EROSION CONTROL BARRIER LF LINEAL FOOT ED SMOKE DETECTOR pH:(^,60)fi59-7100 ARLINGTON, WASHINGTON 98223 0 DIAMETER ELEC ELECTRICAL LPG LIQUID PROPANE GAS SECT SECTION TV LAMINATED VENEER LUMBER SED SEE ELECTRICAL DRAWINGS F%:(360)fi59-3305 L-1.1 DEMOLITION LANDSCAPE PLAN DEGREE ENG ENGINEERING) TAX ACCOUNT NOs 31052800201000 L-1.2 ADDITION LANDSCAPE PLAN # POUND OR NUMBER EO EQUAL MAX MAXI MUM SF SQUARE FEET SQUARE FOOT EXT EXTERIOR MB MACHINE BOLT SH SINGLE HUNG OWNER: JUBIE CONSTRUCTION,LLC AB ANCHOR BOLT FAD FORCED AIR UNIT MECH MECHANICAL SHT SHEET HARVEYJUDIE LOT SIZE ..... .. _ +/— 41,528 SO.F. (+/— 95 ACRE) ARCHITECTURAL ABV ABOVE FD FLOOR DRAIN MFR MANUFACTURER SIM SIMILAR 4229760,AVENUE NE,STE.204 A1,1 DEMOLITION ARCHITECTURAL SITE PLAN ACOUS ACOUSTIC FE FIRE EXTINGUISHER MIN MINIMUM SL SLIDER MARYSVILLE,WA 98270 A1.2 ADDITION ARCHITECTURAL SITE PLAN z ACT ACOUSTIC CEILING TILE FF FINISH FLOOR MISC MISCELLANEOUS SMD SEE MECHANICAL DRAWINGS PH:(fi0)fi59-5556 CODE 2003 IBC WITH WASHINGTON AMENDMENTS q2,1 DEMOLITION FLOOR PLAN AND ROOF PLAN AFF ABOVE FINISH FLOOR FG FULL GLASS MOD MODULAR SMS SHEET METAL SCREW FX:(360)fi53-9611 A2,2 ADDITION FLOOR PLAN AND ROOF PLAN ALUM ALUMINUM FHWS FLAT HEAD WOOD SCREW MTD MOUNTED SPD S EEPLUMBINGDRAWINGS ZONING. ......- - HC(HIGHWAY COMMERCIAL) A2.3 ADDITION ENLARGED RESTROOM PLANS AND ARCH ARCHITECTURAL FIN FINISH MTL METAL SPEC SPECIFICATIONS ARCHITECT: DESIGNS NORTHWEST ARCHITECTS REST ROOM ELEVATIONS m AWN AWNING FLR FLOOR MUL MULLED WINDOW SS STAINLESS STEEL DAN NELSON,ARCHITECT SEISMIC ZONE .. 3 A3,1 DEMOLITION EXTERIOR ELEVATIONS \� BD BOARD FOG FACE OF CONCRETE/COLUMN (N) NEW STD STANDARD 10031 SR532,SUITE B A3.2 DEMOLITION EXTERIOR ELEVATIONS BIF BIFOLD FOF FACE OF FRAMING/FINISH NG NATURAL GAS STK SELECT TIGHT KNOT WIND SPEED _ _.. 80 MPH — EXP 'B A3,3 ADDITION EXTERIOR ELEVATIONS J BLDG BLKG BUILDING BLOCKING FDIC FURNISHED BY OWNER,INSTALLED NIC NOT IN CONTRACT STL STEEL STAN'NOOD,WA 98292 7 m N BLW BELOW BY CONTRACTOR NOM NOMINAL STRUC STRUCTURAL PH:360629-3441 SNOW LOAD. .... 27 POUNDS PER SF(UNIFORM SNOW LOAD) A3,4 ADDITION SECTION WALL SE L BM BEAM FOS FACE OF CONTRACTOR NTS NO TO SCALE STS SELF TAPPING SCREW FX:360629a159 A4.1 BUILDING SECTION AND WALL SECTION —or Z SNOWDRIFT LOAD 20 POUNDS PER SF GROUND SNOW LOAD A5,1 SITE AND BUILDING ADDITION ACCESSIBILITY DETAILS BTM BOTTOM FT FOOT OR FEET OC ON CENTER SV SHEETVINYL A6,1 ADDITION DOOR TYPES/SCHEDULE, Q BUR BUILT-UP ROOFING FTG FOOTING OD OUTSIDE DIAMETER (T) TEMPERED STRUCTURAL: CLAYTON M.CANFIELD,P.E. FROST LINE DEPTH 12 INCHES WINDOW TYPES,AND DETAILS > CENTERLINE FX FIXED GLASS OPH OPPOSITE HAND T&G TONGUE 8 GROOVE 2215 MUKILTEO SPEEDWAY CLG CEILING GA GAUGE OSB ORIENTED STRAND BOARD TBD TO BE DETERMINED MUKILTEO,WA 90275 OCCUPANCY GROUP, B STRUCTURAL � �- GLR CLEAR GALV GALVANIZED PH PANIC HARDWARE TOG TOP OF CONCRETE PH:(425)5136B6B Z _MU CONCRETE MASONRY UNIT GLB GLULAM BEAM p PLATE TOP TOP OF PLATE FX:(425)5136866 CONSTRUCTION TYPE - TYPE V—B S-1 STRUCTURAL NOTES,SCHEDULES,AND DETAILS COL COLUMN GSM GALVANIZED SHEET METAL PLAM PLASTIC LAMINATE TOF TOP OFFLOOR S-2 STRUCTURAL DETAILS O Q O O COMP COMPOSITE GVJB GYPSUM WALLBOARD PLWD PLYWOOD TOS TOP OF SLAB/STEEL FIRE SUPPRESSION NO S-3 ADDITION FLOOR PLAN AND FOUNDATION PLAN, r� CONC CONCRETE GYP GYPSUM PR PAIR TOW TOP OF WALL SYSTEM ROOF FRAMING PLAN r , Q V CONTRACTOR: JUBIE CONSTRUCTION,LLC v CONT CONTINUOUS HC HOLLOW CORE PSF POUNDS PER SQUARE FOOT TS TUBE STEEL ALFREU J.JUBIE Z CS CASEMENT HDR HEADER PT PRESSURE(PRESERVATIVE) TYP TYPICAL DESCRIPTION OF, .. BANK 4229/filh AVENUE NE,STE.204 J CPT CARPET HHS HEXHEADSCREW TREATED VER UNLESS NOTED OTHERWISE MARYSVILLE,WA99270 EXISTING BUILDING RELATED DOCUMENTS = °' DBL DOUBLE HM HOLLOW METAL RENT REINFORCING VERT VERTICAL PH:('60)659-555fi USE DEMO DEMOLISH HORIZ HORIZONTAL PET RETAINING VIF VERIFY IN FIELD FX:(360)653-9611 GET DETAIL HVAC HEATINGIVENTILATION/ RHWS ROUND HEAD WOOD SCREW VPF VEGETATION PROTECTION FENCE DESCRIPTION OF. , , ,BANK OFFICES CO DH DOUBLE HUNG AIRCONDITIONING RM ROOM W WIDTH NEW ADDITION USE ORIGINAL ARCHITECTURAL DRAWINGS A/ DIM DIMENSION 10 INSIDE DIAMETER RO ROUGH OPENING wl WITH (PREPARED BY BO LESCH,NASH 8 HALL ARCHITECTS,P.S.) IL.■V DWG DRAWING INSUL INSULATION RWL RAINWATER LEADER WD WOOD SET BACKS, ... .'FRONT YARD SET BACK —10'—O' DATED MAY 24,2000 O iNT INTERIOR SC SOLID CORE WT WEIGHT (PER ARLINGTON SIDE YARD SET BACK — S-0' (INCLUDES CIVIL,LANDSCAPE,ARCHITECTURAL AND STRUCTURAL DRAWINGS) 2004 ORDINANCE) REAR YARD SET BACK -5'-0' (PREPARED B CLAYTON M.C NFI LDpITIf7N1 Z SYMBOLS VICINITY MAP (PREPARED H 0,2005NM.CANFIELD,PE) DATED MARCH 10,2005 ALLOWABLE � � BASE ALLOWABLE 9,000 S0.FT. Inw rna off ' BUILDING AREA FOR B OCCUPANCY TYPE V-B WAS.'-. NSTATE ENERGY CODE COMPLIANM FORMS fFOR ADD1T40N1 tOM (PREPARED BY DESIGNS NORTHWEST ARCHITECTS,INC-) i vIm?N a:, d A,ir,gAs PROPOSED FLOOR EXISTING AREA: 6,652 SF FT. DATED MARCH 11,2005 AREA NEW ADDIIITIN: 2-2l2 SF.FT- re TOTAL AREA: 8,884 SF. FT. > �v . bq sw,et.T neat DRAWING NUMBER _`i; MAX.BUILDING +/— 32'-0" (50'-0"MAX, ALLOWED) REVISION REFERENCE X� REVISION NUMBER > HEIGHT Q BUILDING SECTION % z OR WALL SECTION Atl SHEET NUMBER RR70001 MASONRY ' E REFERENCE 1000OCO = I9a"�1J' PARKING REQUIRED. . 24 SPACES— PER ARLINGTON 2000 A ,avP,Pr Ne -a9n c (FOR EXISTING BANK) ORDINANCE (4 SPACES PER I.000 SF 5 E.71 CONCRETE a +axu,sr a, BLDG. AREA) RAWING NUMBER D STRUCTURAL %11 BUILDING CODES I STANDARDS REFERENCE �— T lcsm FI _c ti PARKING REQUIRED. 12 SPACES— PER ARLINGTON 2004 EXTERIOR ELEVATION GRIDS ® INSULATION(LOOSE OR BATT) 'g (FOR ADDITION) ORDINANCE(1 SPACE PER 200 SF BLDG y REFERENCE A31 + 4 g AREA) F NOTE: 7 2003 INTERNATIONAL BUILDING CODE(IBC)WITH WASHINGTON STATE mSHEET NUMBER GRID LINES LOCATE FACE OF INSULATION(RIGID) TOTAL PARKING, 37 SPACES(INCLUDING 2 HC ACCESSIBLE) AMENDMENTS(WAC 51-50) K FRAMING AND/OR - n PROVIDED w I DRAWING NUMBER ^•..� 2003 INTERNATIONAL MECHANICAL CODE(IMC)WITH WASHINGTON STATE o FOUNDATION STEM WALLS I EARTH rw O UNO LEGAL... PARCEI.A: AMENDMENTS(WAC 51-52) INTERIOR ELEVATION 3 4 A5.1 2 TRUE NORTH - ' pLSCRIPTION THE NORTH 2O8.71 FEET OF THE WEST 2003 UNIFORM PLUMBING CODE(UPC)WITH WASHINGTON STATE AMENDMENTS 3 REFERENCE SAND I PLASTER I MORTAR = Y 208.71 OF THE FOLLOWING DESCRIBED � SHEET NUMBER PROPERTY: (WAC 51-56 8 51-57) 3a = THE WEST 7 ACRES OF THE SOUTH 528 NORTH ARROW FEET OF THE NORTHWEST 1/4 OF SECTION 200E UNIFORM PLUMBING CODE STANDARDS WITH WASHINGTON STATE 3 DRAWING NUMBER ROCK FILL - 29 AMENDMENTS(WAC 5145) o = TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M,: 2003 DETAIL REFERENCE _ (WAC 5TERNATIONAL FIRE CODE(IFC)WITH WASHINGTON STATE AMENDMENTS SHEET NUMBER �f® METAL(LARGE SCALE) EXCEPT COUNTY ROAD; PROJECT SITE (WAC 51-54) _ rn UP 7R _ - EXCEPT THE NORTH 170 FEET THEREOF AND EXCEPT THE SOUTH 119 FEET THEREOF, '^ STAIR DIRECTION, vJ 3 / 11T ® GYPSUM WALLBOARD CURRENT EDITION OF THE NATIONAL FIRE CODES(NFPA)WITH WASHINGTON I 1 #RISERS 8 TREADS / � lY.,a llpU,wY taM..1:GZ001 NA�?LG STATE AMENDMENTS — ROOM %/� FINISHED WOOD 1999 NATIONAL ELECTRICAL CODE(NEC)WITH WASHINGTON STATE ROOM NUMBER ROOM NAME B NUMBER AMENDMENTS 01 4 DOOR REFERENCE ID1X QQ�I LETTER ® STRUCTURAL WOOD W O (CONTINUOUS MEMBER) WASHINGTON STATE ENERGY CODE(NREC)(WAG 51-11) mEOUIPMENTNUMBER 101 >, STRUCTURAL WOOD WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE(VIAO)(WAC (All /\ WINDOW REFERENCE C 7f��WINDOW TYPE CENTER LINES,FLOOR LINES _ (NON-CONTINUOUS MEMBER) ['q 51-13) U \/ AT EXTERIOR ELEVATIONS, UTILITY DISTRICTS DEPARTMENT OF ECOLOGY STORM WATER MANUAL(CURRENT EDITION) PROJECTED LINES I� PLYWOOD DATE: 3/14/05 WALL TYPE �—WALL TYPE WSDOTI APWA(CURRENT EDITION) PROPERTY LINES,BOUNDARY — TILE(CERAMIC) ELECTRICAL: SNOHOMISH COUNTY PUD#1(EXISTING) C DESIGNED: T..R. c LINES � WATER. CITY OF ARLINGTON(EXISTING) ARLINGTON UNIFIED DEVELOPMENT CODE(UDC) DRAWN: K.W. Y KEY NOTE REFERENCE (JL}-�—REFERENCE NUMBER STORMWATER: CITY OF ARLINGTON(EXISTING) - E \/ SEWER: SNOHOMISH COUNTY PUD#1(EXISTING) ARLINGTON COMPREHENSIVE PLAN JOB NO: 6604 HIDDEN LINES TRASH: WASTE MANAGEMENT NW(EXISTING) TELEPHONE: (EXISTING) ARLINGTON FIRE DEPARTMENT STANDARDS W SHEET: GAS: CASCADE NATURAL GAS(EXISTING) CASEWORK REFERENCE —SCHEDULE NUMBER BREAK LINES ,^�—�,f� ARLINGTON MUNICIPAL CODE(RMC) a- A 0.1 ARLINGTON PUBLIC WORKS STANDARD DETAILS 1 ® - --" — -- -- - — --- ,- REVISIONS: D I 2. ( W Y i b ooiQ 3. 4. — �— R6-0'— . o... ® - mo'mm 34 0 BSNxcf PNWf° u o o •.�, ADDITION ARCHITECTURAL SITE PLAN NOTES: c p4 f C! m ro OCO g 1 � S I•• A REFER TO DEMOLITION ARCHITECTURAL SITE PLAN FOR EXISTING I I 4S'-4• ® m y IMPROVEMENTS TO BE REMOVED OR RELOCATED p m m a 'Allq I I I B, REFER TO ORIGINAL CIVIL DRAWINGS(PREPARED BY OTHERS)FOR o A 5 COORDINATION AND LOCATION OF CIVIL WORK. m43 . 0. Ir �• � x C. REFER TO THE DEMOLITION AND ADDITION FLOOR PLANS FOR 5 • "``'�� T�TT- f FURTHER INFORMATION U) a I _ I D, REFER TO A5,1 FOR SITE ACCESSIBILITY INFORMATION. (141 Xq ECTON ACCE SLE ® E- o PA & WAf.K 8 AN f R2'-B" E. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REQUIRED IF-E-I� >. •P 1-,ROSY .� I I ` , W Hy u ^,I © •f-N'-0' 18'-0• ]T ,❑ ( F. REFER TO LANDSCAPE PLANS FOR DEMOLITION OF EXISTING TREES, Q 0 N TREES TO REMAIN.AND FURTHER INFORMATION. Fli W VAN It R20'-O' I \ di m 4 MAIN ENTRANCE TO(E)BgNK S•-O 15'-O• 1S'-O• 12'- " G. PARKING LOT STRIPING(WHITE STRIPING)TO BE PROVIDED PER CITY " Z-8• OF ARLINGTON STANDARDS. a of R q �� _ I i H, PROVIDE ACCESSIBLE PEDESTRIAN CROSSWALK STRIPING PER CITY x a a (E)BANK BUILDING I yy OF ARLINGTON STANDARDS. la PE(N)PE S _t I K m A Ss ALK 8' 44'-0' 18'-0' ❑ 6652 SF 0 cwO 0-0 8 40 AL1I -G•o HIGHWAY COMMERCIAL (HC) ZONE ° OL A 1 S@ I -,RELOCATE(E) Z '-0'O-G AS O O O WHEEL STOPS p O N)PARKING a ' W Z • T 3TRIPING Z WI --- :E)SIDEWALK BUILDING R"i HIGHWA ZONE z Q ( R2'-6' RELOCATED MECH. I I Q Y1 EQUIP,O/(N)GONG. 5'-0' .t., EQUIPMENT PAD cum (N)REQUIRED 00 0 LO 10 ACCESSIBLE I�) SET ACCINE > M N] • ENTRANCE SIGN I SETBACK / m N W - N ENTRANCE I ( Z IT M"' » TO(N)BANK ADDITION I 7 O COMP a STALL Q tr-0•EA•K•p' 1 ` a s' ? 1 "CogC.aFm. (N)BANK i(N) } ICI P NGsv(ACEs ' NGVAu1(pgoo . m ADDITION ,s i I O 0 Y O °'-0• EO. 88 AIA8 EA•�S'-0• 2,232 SF _ E)PAVEME IT Y I li / , Q 0 (N)IIIR2'-6 R2"-8 •-8 (E) m SEF CIVIL DWG'S v 2 Z OUIF D t © SECONDARY I FO!•ADDITIONAL J E B'W' 10 i0 a ENTRANCE TO IN) INFORMATION ON BANK ADDITIONr• - _ DRAINAGE i � Q R4'-0" (p 4• 0• I b �.�• .•qy (8)TNOA4lS LIGHTING SRS q W j i w c0 3 RAICHT ROUND STEEL POLES (N)CONC. O r ACCESSIBLE m p z CURB p (6) IVICO S W/ $$ ^I ENTRANCE SIGN - >o a E i (6) EMCO SINGLE FXTURES • 11 DRIVEWAY 4�o S w (N)LANDSCAPE b 0 zi a ERA201-3H-25OMH-MT @ z a I a m m AREA(TYP) it (3) EMCO DOUBLE FIXTURES I t e c ERA202-3H-25OMH-MT 4 1 Imm HIGHWAY COMMERCIAL (HC) ZONE VAULT m ( PP p I C f! ocm � . f _..._..... • - �gg PROJECT J NORTH ADDITION ARCHITECTURAL SITE PLAN ° tr 'tr 20, 41, D Q SCALE:1'=20'-0' O Q 5 0REGISTERED W Z ARCHITECT U w a co D E NELSO � DATE: 3114l05 3 ES t )� DESIGNED: T,R, S E W GTON DRAWN: K.W. E JOB NO: 6604 WSHEETai a- A1.2 REVISIONS: 0. 1, 2, BANK ADDITION �N NORTH COUNTY FN..moo � 16419 SMOKEY POINT BLVD. m¢m�ma 112 COUNTY, �Na [ y ARLINGTON, SNOHOMISH CO , WASHINGTON 98223 --- ASSESSOR S ACCT # 31052800201000 REC �� AR 14 2005' Q ABBREVIATIONS PROJECT PARTICIPANTS PROJECT DATA DRAWING INDEX N ;Now OCCUPANT: NORTH COUNTY BANK JURISDICTION, CITY OF ARLINGTON AVOIN 01 COVER SHEET a & AND ,(E) EXISTING L LENGTH SCD SEE CIVIL DRAWINGS 16419 SMOKEY PT.BLVD. PROJECT A0.2 GENERAL NOTES � �� w ANGLE EA EACH LAV LAVATORY SCH SCHEDULE ARLINGTON,WA 98223 A7 ECB EROSION CONTROL BARRIER LF LINEAL FOOT SO SMOKE DETECTOR ADDRESS.. 16419 SMOKEY POINT BLVD. LANDSCAPE PH:(360)659-7100 ARLINGTON, WASHINGTON 98223 O DIAMETER ELEC ELECTRICAL LPG LIQUID PROPANE GAS SECT SECTION FX:(:180)fi59-3305 L-1 1 DEMOLITION LANDSCAPE PLAN DEGREE ENG ENGINEER(ING) LVL LAMINATED VENEER LUMBER BED SEE ELECTRICAL DRAWINGS TAX ACCOUNT NOg 31052800201000 L-1.2 ADDITION LANDSCAPE PLAN # POUND OR NUMBER EQ EQUAL MAX MAXIMUM SF SQUARE FEET SQUARE FOOT EXT EXTERIOR MB MACHINE BOLT SH SINGLE HUNG OWNER JUBIE CONSTRUCTION,LEG �( AB ANCHOR BOLT FAU FORCEDAIRUNIT MECH MECHANICAL SHT SHEET HARVEYJUBIE LOT SIZE ... .... . +/- 41,528 SO.FT. (+/- .95 ACRE) ARCHITECTURAL i ABV ABOVE FD FLOOR GRAIN MFR MANUFACTURER SIM SIMILAR 4229 761h AVENUE NE,STE.204 AlA DEMOLITION ARCHITECTURAL SITE PLAN 7 ACOUS ACOUSTIC FE FIRE EXTINGUISHER MIN MINIMUM SL SLIDER MAR'/SVILLE,WA 90270 A7.2 ADDITION ARCHITECTURAL SITE PLAN L ACT ACOUSTIC CEILING TILE FF FINISH FLOOR MISC MISCELLANEOUS SMD SEE MECHANICAL DRAWINGS PH:(360)fi59-555fi CODE 2003 IBC WITH WASHINGTON AMENDMENTS A2.1 DEMOLITION FLOOR PLAN AND ROOF PLAN AFF ABOVE FINISH FLOOR FG FULL GLASS MOD MODULAR SMS SHEET METAL SCREW FX:('60)653-9611 A2.2 ADDITION FLOOR PLAN AND ROOF PLAN Q ALUM ALUMINUM FHWS FLAT HEAD WOOD SCREW MTD MOUNTED SPD SEE PLUMBING DRAWINGS ZONING. ..- -- HC (HIGHWAY COMMERCIAL) A2.3 ADDITION ENLARGED REBTROOM PLANS AND M MTL METAL SPEC SPECIFICATIONS RESTROOM ELEVATIONS m p ARCH ARCHITECTURAL FIN FINISH ARCHITECT: DESIGNS NORTHWEST ARCHITECTS AWN AWNING FLR FLOOR MUL MULLED WINDOW SS STAINLESS STEEL DAN NELSON,ARCHITECT SEISMIC ZONE .. 3 A3,1 DEMOLITION EXTERIOR ELEVATIONS > BD BOARD FOC FACE OF CONCRETEICOLUMN (N) NEW STD STANDARD 10031 SR532,SUITE B A3,2 DEMOLITION EXTERIOR ELEVATIONS ` CY) BIF BIFOLD FOF FACE OF FRAMING/FINISH NG NATURAL GAS STK SELECT TIGHT KNOT STANWOOD.WA 98292 WIND SPEED BO MPH - EXP 'B' A3.3 ADDITION EXTERIOR ELEVATIONS y J BLDG BLKG BUILDING BLOCKING FOIL FURNISHED BY OWNER INSTALLED NIC NOT IN CONTRACT STL STEEL PH:360-629-3441 SNOW LOAD A3A ADDITION EXTERIOR ELEVATIONS / Z m N BLD BELOW BY CONTRACTOR NIc NOMINAL STRUC STRUCTURAL FX:3�iO4i29E159 - 27 POUNDS PER SF(UNIFORM SNOW LOAD) q4.1 BUILDING SECTION AND WALL SECTION Z SM BEAM FOS FACE OF STRUCTUREISTUDISTEEL NTS NOT TO SCALE STS SELF TAPPING SCREW SNOWDRIFT LOAD 20 POUNDS PER SF GROUND SNOW LOAD A5,1 SITE AND BUILDING ADDITION ACCESSIBILITY DETAILS BTM BOTTOM FT FOOT OR FEET OC ON CENTER SV SHEET VINYL A6.1 ADDITION DOOR TYPESI SCHEDULE, �J O O Q BUR BUILT-UP ROOFING FTG FOOTING OD OUTSIDE DIAMETER (T) TEMPERED STRUCTURAL: CLAYTON M.CANFIELD.P,E, FROST LINE DEPTH 12 INCHES WINDOW TYPES,AND DETAILS L CENTERLINE FX FIXED GLASS OPH OPPOSITE HAND T&G TONGUE 8 GROOVE 2215 MUKILTEO SPEEDWAY `a CLG CEILING GA GAUGE OSB ORIENTED STRAND BOARD TBD TO BE DETERMINED MUKILTEO,WA 98275 OCCUPANCY GROUP B STRUCTURAL z) 1 CLR CLEAR GALV GALVANIZED PH PANIC HARDWARE TOG TOP OF CONCRETE PH:(425)513EBfi0 Z CMU CONCRETE MASONRY UNIT GLB GLULAM BEAM p PLATE TOP TOP OF PLATE FX:(425)513E06B CONSTRUCTION TYPE TYPE V-B S-1 STRUCTURAL NOTES,SCHEDULER,AND DETAILS O Q O O COL COLUMN GSM GALVANIZED SHEET METAL PLAM PLASTIC LAMINATE TOE TOP OF FLOOR S-2 STRUCTURAL DETAILS COMP COMPOSITE GWB GYPSUM WALLBOARD PLWD PLYWOOD TOS TOP OF SLAB/STEEL FIRE SUPPRESSION NO S-3 ADDITION FLOOR PLAN AND FOUNDATION PLAN, GONG CONCRETE GYP GYPSUM PR PAIR TOW TOP OF WALL SYSTEM ROOF FRAMING PLAN CONTRACTOR JUBIE CONSTRUCTION,LEG v G CONT CONTINUOUS HC HOLLOW CORE PSF POUNDS PER SQUARE FOOT TR TUBE STEEL ALFRED J.JUBIE CS CASEMENT HDR HEADER PT PRESSURE(PRESERVATIVE) TVP TYPICAL DESCRIPTION OF. BANK CPT CARPET HHS HEX HEAD SCREW TREATED VNO UNLESS NOTED OTHERWISE MARYS1hLE,WA9NE,STE.204 RELATED DOCUMENTS MARI'SVILLE,WA 9B270 EXISTING BUILDING DBL DOUBLE HIM HOLLOW METAL RENE REINFORCING VERT VERTICAL PH:(360)659-5556 USE DEMO DEMOLISH HORIZ HORIZONTAL BET RETAINING VIE VERIFY IN FIELD FX:(:'60)653-9611 GET DETAIL HVAC HEATINGNENTILATION/ RHWS ROUND HEAD WOOD SCREW VPF VEGETATION PROTECTION FENCE DESCRIPTION OF. , BANK OFFICES W WIDTH NEW ADDITION USE ORIGINAL ARCHITECTURAL DRAWINGS AIR CONDITIONING RIM ROOM (PREPARED BY BOTESCH,HASH 8 HALL ARCHITECTS,P,S,) IL.■V DH DOUBLE HUNG RO ROUGH OPENING wl WITH DIM DIMENSION ID INSIDE DIAMETER DATED MAY 24,2000 DWG DRAWING INSUL INSULATION SC RAINWATER LEADER WD WOOD SEE BACKS, FRONT YARD SET BACK - 10-0" O INT INTERIOR SC SOLID CORE WT WEIGHT (PER ARLINGTON SIDE YARD SET BACK - S. (INCLUDES CIVIL,LANDSCAPE,ARCHITECTURAL AND STRUCTURAL DRAWINGS) 2004 ORDINANCE) REAR YARD SET BACK - 5'-0" STRUCTURAL CALCULATIONS(FOR ADDITION) VICINITY MAP (PREPARED BY CLAYTON M CANFIELD,P E) z SYMBOLS DATED MARCH 10.2005 ALLOWABLE. -� BASE ALLOWABLE 9,000 S0. FT. a t IK>•�N BUILDING AREA FOR B OCCUPANCY TYPE V-B WASHINGTON 51AlE ENERGY CODE COMPLtANCEfORM$(FOit ADdt10N) 4'��tp1 (PREPARED BY DESIGNS NORTHWEST ARCHITECTS,INC.) PROPOSED FLOOR, EXISTING AREA: 6.652 SF FT DATED MARCH 11.2005 h ,{ IlYtab C u+�W i µRA AREA NfW AUDITION' i iT2 SF iT, TOTAL AREA: 8,884 SF. FT. 5A'q SmoY.ry PcMi : MAX.BUILDING +/- 32'-0"(50'-0"MAX-ALLOWED) U DRAWING NUMBER NUMBER O - REVISION REFERENCE �REVISION NUMBER ; � HEIGHT a BUILDING SECTION % OR WALL SECTION At.l SHEET NUMBER fODDOQG MASONRY ,E, REFERENCE 7ODL70DS 0"P1 N, Iss°`5y N. PARKING REQUIRED, 24 SPACES-PER ARLINGTON 2000 q 1onAN, (FOR EXISTING BANK) ORDINANCE(4 SPACES PER 1,000 SF j•-� CONCRETE "HIS BLDC,AREA) DRAWING NUMBER STRUCTURAL 14an Pl,ly +4.+, PARKING REQUIRED. _ 12 SPACES- PER ARLINGTON 2004 BUILDING CODES/STANDARDS REFERENCE �— T ;�}�� W EXTERIOR ELEVATION %I GRIDS l INSULATION(LOOSE OR BAIT) (FOR ADDITION) ORDINANCE(1 SPACE PER 200 SF BLDG. - - AREA) REFERENCE 2003 INTERNATIONAL BUILDING CODE(IBC)WITH WASHINGTON STATE O SHEET NUMBER NOTE: INSULATION(RIGID) - _ ;; AMENDMENTS(WAC 51-50) z GRID LINES LOCATE FACE OF TOTAL PARKING. 37 SPACES(INCLUDING 2 HC ACCESSIBLE) w FRAMING AND/OR PROVIDED 2003 INTERNATIONAL MECHANICAL CODE(IMC)WITH WASHINGTON STATE T DRAWING NUMBER FOUNDATION STEM WALLS EARTH oENO LEGAL. PARCEL A: AMENDMENTS(WAC 51-52) INTERIOR ELEVATION t AS1 Z TRUE NORTn (� �. - - DESCRIPTION THE NORTH 2O8.71 FEET OF THE WEST 2003 UNIFORM PLUMBING CODE(UPC)WITH WASHINGTON STATE AMENDMENTS REFERENCE rM SAND PLASTER I MORTAR ;'�� y 20871 OF THE FOLLOWING DESCRIBED SHEET NUMBER m PROPERTY: (WAC 51-56 8 51-57) THE WEST 7 ACRES OF THE SOUTH 520 ' n 2003 UNIFORM PLUMBING CODE STANDARDS WITH WASHINGTON STATE L� 3 NORTH ARROW r 3 DRAWING NUMBER I� ROCK FILL 28,� FEET OF THE NORTHWEST 1/4 OF SECTION AMENDMENTS(WAC 51-05) = 8 TOWNSHIP 31 NORTH,RANGE 5 EAST, W.M-: Ilea g�Tie 2003 INTERNATIONAL FIRE CODE(IFC)WITH WASHINGTON STATE AMENDMENTS DETAIL REFERENCE SHEET NUMBER _ W® METAL(LARGE SCALE) n EXCEPT COUNTY ROAD; PROJECT SITE EXCEPT THE NORTH 170 FEET THEREOF AND (WAC 51-54) 2 UP 7R EXCEPT THE SOUTH 119 FEET THEREOF '^ STAIR DIRECTION, ��QQQQ�� GYPSUM WALLBOARD CURRENT EDITION OF THE NATIONAL FIRE CODES(NFPA)WITH WASHINGTON VJ 9 / #RISERS&TREADS 11T FdeaeeW STATE AMENDMENTS ( 7Apl lkep9lxsl.com,4rc:02001 NAVTEQ 1 \ / �� 1999 NATIONAL ELECTRICAL CODE(NEC)WITH WASHINGTON STATE L 'O ROOM NAME&NUMBER ROOM l//!il FINISHED W000 r Ir ROOM NUMBER 101 AMENDMENTS .Q DOOR REFERENCE 101 X DOOR LETTER STRUCTURAL WOOD IN SHINGTON STATE ENERGY CODE(NREC)(WAC 51-11) W / m CD101 (CONTINUOUS MEMBER) EQUIPMENT NUMBER 1 O � 11 STRUCTURAL WOOD WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE(VIAQ)(WAG � /\ c WINDOW TYPE CENTERLINES,FLOOR LINES l� (NON-CONTINUOUS MEMBER) UTILITY DISTRICTS 51-13) WINDOW REFERENCE v <%� - 1j v AT EXTERIOR ELEVATIONS, DEPARTMENT OF ECOLOGY STORM WATER MANUAL(CURRENT EDITION) it PROJECTED LINES PLYWOOD DATE: 3/14105 3 WALL TYPE %� WALL TYPE WSDOTI AP WA(CURRENT EDITION) C DESIGNED: T.R. i PROPERTY LINES,BOUNDARY - — - ELECTRICAL: SNOHOMISH COUNTY PUD#1(EXISTING) G E LINES TILE(CERAMIC) WATER CITY OF ARLINGTON(EXISTING) ARLINGTON UNIFIED DEVELOPMENT CODE(UDC) DRAWN: K.W. 'y WATER: CITY OF ARLINGTON(EXISTING) KEYNOTE REFERENCE Ox REFERENCE NUMBER STORMSEWER: SNOHOMISH COUNTY PUO#1(EXISTING) ARLINGTON COMPREHENSIVE PLAN JOB NO: 6604 n HIDDEN LINES -��-�---- TRASH: WASTE MANAGEMENT NW(EXISTING) TELEPHONE: (EXISTING) ARLINGTON FIRE DEPARTMENT STANDARDS LU SHEET: BREAK LINES �-•�— GAS: CASCADE NATURAI.GAS(EXISTING) CASEWORK REFERENCE 101 SCHEDULE NUMBER ARLINGTON MUNICIPAL CODE(BRAG) ^ A 0.1 ARLINGTON PUBLIC WORKS STANDARD DETAILS ii- H REVISIONS: I 0 1 1. J Sc yd o 2. 6� I T�a 3. 4. • IPA s' faKA w W o 'E 0 _ 1 EMPLOYEE.MAtWO o o ADDITION ARCHITECTURAL SITE PLAN NOTES: a W w F O a I v - • I A. REFER TO DEMOLITION ARCHITECTURAL SITE PLAN FOR EXISTING tf I2S-4 Q °D y IMPROVEMENTS TO BE REMOVED OR RELOCATED f01-A" 0'-0 I I waxes ! B, REFER TO ORIGINAL CIVIL DRAWINGS(PREPARED BY OTHERS)FOR COORDINATION AND LOCATION OF CIVIL WORK. . 0, ti I I I ♦ ! �. m a; I C. REFER TO THE DEMOLITION AND ADDITION FLOOR PLANS FOR • . ! !/, FURTHER INFORMATION. Cn U2 d D. REFER TO A5.I FOR SITE ACCESSIBILITY INFORMATION- (N) cNON INI ACDE OLE ®�.-8. I ---6)c---DEB N • I E- TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS iR1PA - ALl( CROSB � / REQUIRED. © `PWBf31 q 00 I w� o F. REFER TO LANDSCAPE PLANS FOR DEMOLITION OF EXISTING TREES, Q H.2•'4\r 1C-0• 32'Ir I R20'-O TREES TO REMAIN,AND FURTHER INFORMATION, Fli 1 � VAN 2 "1 1 �/ //!f m MAIN ENTFANCE TO(E)BANK 5'-O" 15'-0" 5'-0" 12'- _ 1 / G. PARKING LOT STRIPING(WHITE STRIPING)TO BE PROVIDED PER CITY _ • 2'_B• / / OF ARLINGTON STANDARDS. a C p H PROVIDE ACCESSIBLE PEDESTRIAN CROSSWALK STRIPING PER CITY $ dl R " I H.C. 2 I L I ! . / OF ARLINGTON STANDARDS. (N)PE SR1AN Y a (E)BANK BUILDING I y0 A CESS 11 t l-K - 8" 241-0• L18'-0" ❑ 6652 SFGo K I \ •� �•�� ' sl E Aix -� HIGHWAY COMMERCIAL (HC) ZONE TRgI J ii,Is4@ q $ RELOCATE(E) • 'I" W '-0'O.C. AS - Z O t• I q R O � • WHEEL STOPS O -W (N)PARKING a " d -y{ STRIPING z W Q • 2 - (E)SIDEWALK w BUILDING sETtIAt1Q HIQHWA ZONE Q R2.-8= RELOCATED MECH. _W I 1 ,y ! ! ,g Q I N •f. EQUIP.01(N)CONC. 5'-0" t - EQUIPMENT PAD (N)REQUIRED , 00 In SBI�E (E) Q LOT LINE A ` > Ch M7 ® • e ENTRANCESIGN 71 � SETBACK \ —I N ------ ., ... I I }- z EdN 61 H MWN ENTRANCE 9 Z NA'µ' TO(N)BANK ADDITION I ( .6G STALL OBAI-EA=AB ] 1 a �(N,C I , } z I (E1 s•-B• �` N BANK ! O 1 I (N1 oonc.ouRe ( ) P T Nasr(E&S i'v (20CANGWNK m ADDITION fe'o' • ' W E - S ALLS 9'-P EA=AS-.0' 2,232 SF PjgWA I II O 0 I PAVEIAEW Q 111.-0" R2'-6" p2•_6 - •_8 IEl '..- N I •0 1 - - t SE' CIVIL DWG'S ()RE N t° SECONDARY•' -01. I i. F01•ADDITIONAL RB'W' 10 11 f ENTRANCE TO ,. 12 . INFORMATION ONcIf BANK ADDITION =' DRAINAGE Q R4'-0" ° (O 4i 10 • A• 0- �,-0" rae» I)THOMAS LIGHTING SRS •„ RWGHL ROUND STEEL POLES(N)CONG SRS 20-3.0 W/ O r ACCESSIBLE Dt E o z< CURB ENTRANCE SIGN— > T W** (6) EMCO SINGLE FIXTURES DRIVEWAY 4 5 (N)LANDSCAPE b a-.Z ERA201-3H-250MH-MT& z AREA(TYP) In rc (3) EMCO DOUBLE FIXTURES fRA202-3H-250MH_MT y x o S I — rall[�e r wrMroo`. HIGHWAY COMMERCIAL (HC) ZONE a E W VAULT PP D 0 s PROJECT J NORTH Q 4 ADDITION ARCHITECTURAL SITE PLAN 0:110, 20' Aa � 9 V Z 5 4 REGISTERED F- O ARCHITECT W Q H ISON i R' H U DATE: 3/14/05 N S DRAWN: W. E SHI C/ DESIGNED: T.R. T cLL a No: 6: 04 E WSHEET: a- A1.2 REVISIONS: 1 0, 2. NORTH COUNTY BANK ADDITION mN ��• •® Al _. _ � �P E E E 1-.N"POO T - 16419 SMOKEY POINT BLVD. o$om ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 98223 I� ` ' Z �U ` - ASSESSOR'S ACCT # 31052800201000 .'E I MAR 14 2005 a ABBREVIATIONS PROJECT PARTICIPANTS PROJECT DATA DRAWING INDEX,,-,, o JURISDICTION _ tl.J )( ('•" $ 8 AND (E) EXISTING L LENGTH SCD SEE CIVIL DRAWINGS OCCUPANT: NORTH COUNTY BANK CITY OF ARLINGTON A01 COVER SHEET L^} c ANGLE EA EACH LA LAVATORY SCH SCHEDULE 16419 SMOKEY PT.BLVD, PROJECT A02 GENERAL NOTES @ A7 ECB EROSION CONTROL BARRIER LF LINEAL FOOT 50 SMOKE DETECTOR ARLI NGTON,WA 90223 ADDRESS 16419 SMOKEY POINT BLVD, O DIAMETER ELEC ELECTRICAL LPG LIQUID PROPANE GAS SECT SECTION PH:(360)659-7100 ARLINGTON.WASHINGTON 98223 LANDSCAPE DEGREE ENG ENGINEERING) TAX LAMINATED VENEER LUMBER SED SEE ELECTRICAL DRAWINGS FX:1360)659-3305 L-1 1 DEMOLITION LANDSCAPE PLAN N POUND OR NUMBER EQ EQUAL MAX MAXIMUM SF SQUAREFEET TA%ACCOUNT NO. 31052800201000 L-72 ADDITION LANDSCAPE PLAN SQUARE FOOT EX EXTERIOR MB MACHINE BOLT SH SINGLE HUNG OWNER JUBIE CONSTRUCTION,LLC AB ANCHOR BOLT FAU FORCED AIR UNIT MECH MECHANICAL SHT SHEET HARVEYJUBIE ARCHITECTURAL ABV ABOVE FD FLOOR DRAIN MFR MANUFACTURER SIM SIMILAR 4229761h AVENUE NE.STE.204 L07 SIZE +/- 41,528 S0,FT, (+/- ,95 ACRE) ACOUS ACOUSTIC FE FIRE EXTINGUISHER MIN MINIMUM SL SLIDER MARYSVILLE,WA 98270 A,2 DEMOLITION ARCHITECTURAL SITE PLAN ACT ACOUSTIC CEILING TILE FF FINISH FLOOR MISC MISCELLANEOUS SMD SEE MECHANICAL DRAWINGS PH:(360)659-5556 CODE 2003 IBC WITH WASHINGTON AMENDMENTS A21 ADDITION ARCHITECTURAL SITE PLAN AFF ABOVE FINISH FLOOR FG FULL GLASS MOD MODULAR SMS SHEET METAL SCREW FX:(360)653-9611 A21 DEMOLITION FLOOR PLAN AND ROOF PLAN A22 ADDITION FLOOR PLAN AND ROOF PLAN ALUM ALUMINUM FHWS FLAT HEAD WOOD SCREW MTD MOUNTED SPD SEE PLUMBING OIIAL'At4GS ZONING HC HIGHWAY COMMERCIAL A2.3 ADDITION ENLARGED RESTROOM PLANS AND ARCH ARCHITECTURAL FIN FINISH MTL METAL SPEC SPECIFICATIONS ( ) AWN AWNING FLR FLOOR MILL MULLED WINDOW 55 STAINLESS STEEL ARCHITECT: DESIGNS NORTHWESTARCHITECT ARCHITECTS RESTROOM ELEVATIOR BD BOARD FOG FACE OF CONCRETEICOLUMN IN) NEW STO STANDARD DANNEL532' ARCHITECT SEISMIC ZONE 3 A32 DEMOLITION EXTERIOR ELEVATIONS BIF BIFOLD FOF FACE OF FRAMINGIFINISH NG NATURAL GAS STK SELECT TIGHT KNOT STAN DOD,SUITE B A3 3 DEMOLITION EXTERIOR ELEVATIONS Ih BLDG BLKG BUILDING BLOCKING FDIC FURNISHED BY OWNER INSTALLED NIC NOT IN CONTRACT STL STEEL STANWOOD,WA 98292 WIND SPEED BO MPH -EXP'B' A34 ADDITION EXTERIOR ELEVATIONS z m CV BLW BELOW BY CONTRACTOR NOM NOMINAL STRUC STRUCTURAL PH:36-629-3441 SNOW LOAD A31 ADDITION SECTIEXTEON AND WALL SE L FX:3fi06296159 27 POUNDS PER SF(UNIFORM SNOW LOAD) � 00 BM BEAM A4 1 BUILDING SECTION AND WALL SECTION FOS FACE OF STRUCTURE/STUD/STEEL NTS NOT TO SCALE STS SELF TAPPING SCREW BTM BOTTOM FT FOOT OR FEET OC ON CENTER SV SHEET VINYL SNOWDRIFT LOAD 20 POUNDS PER SF GROUND SNOW LOAD AS 1 SITE AND BUILDING POSITION ACCESSIBILITY DETAILS O Z A61 ADDITIWINDOONDOOR TYPES/SCHEDULE, BUR BUILT-UP ROOFING FTG FOOTING OD OUTSIDE DIAMETER T TEMPERED STRUCTURAL: 2215CLAYTON M CANFIEED,P.E. FROST LINE DEPTH 12 INCHES WINDOW TYPES,AND DETAILS z O Q CENTERLINE G FIXED GLASS OPH OPPOSITE HAND TBD TONGUE 3 GROOVE MUl MUKILT A SPEEDWAY a CLG CEILING GA GAUGE OSB ORIENTED STRAND BOARD TBD TO BE DETERMINED MUI:ILTEO,WA 98275 OCCUPANCY GROUP B STRUCTURAL W CLR CLEAR GALV GALVANIZED PH PANIC HARDWARE TOO TOP OF CONCRETE PH:(425)513fiB66 Z CMU CONCRETE MASONRY UNIT GLB GLULAM BEAM p PLATE TOp TOP OF PLATE FX:(425)513-6968 CONSTRUCTION TYPE TYPE V—B S-1 STRUCTURAL NOTES,SCHEDULES,AND DETAILS COL COLUMN GSM GALVANIZED SHEET METAL PLAM PLASTIC LAMINATE TOF TOP OF FLOOR 5-2 STRUCTURAL DETAILS O ❑Y COMP COMPOSITE GWB GYPSUMWALLBOARD PLWD PLYWOOD TOS TOP OF SLABISTEEL FIRE SUPPRESSION NO GONG CONCRETE GYP GYPSUM PR PAIR TOW TOP OF WALL S-3 ROOF FRAMING FLOOR PLAN AND FOUNDATION PLAN, CONTRACTOR JUBIE CONSTRUCTION,LLC SYSTEM ROOF FRAMING PLAN (' CONT CONTINUOUS HC HOLLOW CORE PSF POUNDS PER SQUARE FOOT TS TUBE STEEL U Z CS CASEMENT HDR HEADER PT PRESSURE(PRESERVATIVE) TYP TYPICAL ALFREDJ JUBIE CPT CARPET HHS HEX HEAD SCREW TREATED UNO UNLESS NOTED OTHERWISE 422176lh AVENUE NE,STE.204 DESCRIPTION OF DANK DEL DOUBLE HIM HOLLOW METAL REINF REINFORCING VERT VERTICAL MARYS) LE,WA98270 EXISTING BUILDING DEMO DEMOLISH HORIZ HORIZONTAL RET RETAINING VIF VERIFY IN FIELD PH:J360)659-5558 USE RELATED DOCUMENTS = °' a DET DETAIL HVAC HEATINGNENTILATIOW RHWS ROUND HEAD WOOD SCREW VPF VEGETATION PROTECTION FENCE F%:(360)fi53-9fi11 DH DOUBLE HUNG AIRCONDITIONING RM ROOM W WIDTH DESCRIPTION OF. BANK OFFICES (p DIM DIMENSION ID INSIDE DIAMETER RO ROUGH OPENING w/ WITH NEW ADDITION USE ORIGINAL ARCHITECTURAL DRAWINGS 'Ar' DWG DRAWING INSUL INSULATION RWL RAINWATER LEADER WD WOOD (PREPARED BY BOTESCH,NASH I HALL ARCHITECTS,P.S.) c. SET BACKS FRONT YARD SET BACK - T1-0" DATED ES CIVIL.L0 O 1NT INTERIOR Sc SOLID CORE Y✓T WEIGHT (PER ARLINGTON SIDE YARD SET BACK - 5'-0^ (INCLUDES CIVIL.LANDSCAPE,ARCHITECTURAL AND STRUCTURAL DRAWINGS) 2004 ORDINANCE) REAR YARD SET BACK - 5'-O• STTK)CTWUI CALCLKA1KX51F0R AOOITIO�N SYMBOLS VICINITY MAP (PREPARED H 0.2005NM CANFIELD,P,E) DATED MARCH 1 a,zoos ALLOWABLE BASE ALLOWABLE 9,000 SO. FT, PI N. 4 BUILDING AREA FOR B OCCUPANCY TYPE V—B WASNUKITON STATE ENERGY CODE COMPLIANCE FORMS(FOR AODIIIO.NI 1. . (PREPARED BY DESIGNS NORTHWEST ARCHITECTS,INC) w T "�v'� z 4v11�wn PROPOSED FLOOR EXISTING AREA: 6.652 SF, FT- DATED MARCH 11.2005 AREA NEW ADD1110N- 2.232 u.Fi. TOTAL AREA: B,BB4 SF, FT 94AVANG NUMBER aJ MAX, BUILDING +/— 32'-0'(50'-0-MAX ALLOWED) REVISION REFERENCE X REVISION NUMBER -- s D HEIGHT g BUILDING SECTION % 3 OR WALL SECTION A{.1 SHEET NUMBER Syr. Z MASONRY REFERENCE jW. • 1 I{N�SI IN z A 10�'vl I l�hyy (FOR CIEXISTIINGI BANK) ORDINANCE(4P SPACES N ERHI,DOOOSF CONCRETE 1 1{tlm 51 N. BLDG.AREA) DRAWING NUMBER STRUCTU r'' BUILDING CODES/STANDARDS tl4M Fi REFERENCE �— T �bl '� PARKING REQUIRED 12 SPACES—PER ARLINGTON 2004 EXTERIOR ELEVATION A%1 GRIDS I INSULATION(LOOSE OR BATT) 31' '� (FOR ADDITION) ORDINANCE(1 SPACE PER 2f10 SF BLDG- m REFERENCE �, + 9 AREA) p NOTE: •I ^ 2003 INTERNATIONAL BUILDING CODE(IBC)WITH WASHINGTON STATE SHEET NUMBER INSULATION(RIGID) �I AMENDMENTS(WAC 57-50) z GRID LINES LOCATE FACE OF TOTAL PARKING 37 SPACES INCLUDING 2 HC ACCESSIBI E K FRAMING AND/OR I ( ) 1 DRAWING NUMBER FOUNDATION STEM WALLS Pam} �....• t PROVIDED 20031NTERNATIONAL MECHANICAL CODE(IMC)WITH WASHINGTON STATE D UN i7'.U"S.-L'7 EARTH 1. 1, AMENDMENTS(WAC 51-52) O I^••• LEGAL PARCEL A: INTERIOR ELEVATION S 4 A'31 P TRUE NORTH ••-' DESCRIPTION THE NORTH 2O8.71 FEET OF THE WEST 2003 UNIFORM PLUMBING CODE UPC WITH WASHINGTON STATE AMENDMENTS REFERENCE �g SAND/PLASTER/MORTAR - y 208.71 OF THE FOLLOWING DESCRIDED ( ) SHEET NUMBER +Sly m ROPERTY: (WAC 51-56 A 51-57) _ P 3 ••'1 . THE WEST 7 ACRES OF THE SOUTH 528 t` NORTH ARROW :Y n s FEET OF THE NORTHWEST 1/4 OF SECTION 2003 UNIFORM PLUMBING CODE STANDARDS WITH WASHINGTON STATE 3 DRAWING NUMBER ROCK FILL h 28 AMENDMENTS(WIC 5745) DETAIL REFERENCE �/�y� TOWNSHIP 31 NORTH,RANGE 5 EAST,W M W "dlll� METAL(LARGE SCALE) 1 'p'K` w EXCEPT COUNTY ROAD; 2003 INTERNATIONAL FIRE CODE pFC)WITH WASHINGTON STATE AMENDMENTS SHEET NUMBER ,`, PROJECT SITE (WAG51-54 LLI EXCEPT THE NORTH 170 FEET THEREOF AND ) T STAIR DIRECTION. UP 7R EXCEPT THE SOUTH 119 FEET THEREOF y 5 ( 1 N RISERS&TREADS /1T GYPSUM WALLBOARD CURRENT EDITION OF THE NATIONAL FIRE CODES(NFPA)WITH WASHINGTON fA J/ 2004 MmO, tcam,W:02004 NAV70 STATE AMENDMENTS V J ROOM NAME S NUMBER ROOM : FINISHED WOOD 1999 NATIONAL ELECTRICAL CODEITH WASHINGTON STATE J9 ROOM NUMBER 101 A (NEC)( ) AMENDMENTS losooss W DOOR REFERENCE I01% DOOR LETTER STRUCTURAL WOOD > (CONTINUOUS MEMBER) WASHINGTON STATE ENERGY CODE(NREC)(WAC 51.11) EQUIPMENT NUMBER 101 O WINDOW REFERENCE C% WINDOW TYPE CENTER _ '�i (NON CONTINUOUS MEMBER) WASH 3'INGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE(VIAO)(WAC / AT EXTERIOR ELEVATIONS.OR UTILITY DISTRICTS V u AT EXTERIOR ELEVATIONS, DEPARTMENT OF ECOLOGY STORM WATER MANUAL CURRENT EDITION) PROJECTED LINES PLYWOOD T° WALL TYPE %�---WALL TYPE DATE: 9I14/05 i PROPERTY LINES,BOUNDARY - - WSDOTT APWA(CURRENT EDITION) TILE(CERAMIC) ELECTRICAL: CITY SNOHOMISH COUNTY PUS I (EXISTING) DESIGNED: T,R. E /'� LINES 01111111WIII1111 WATER CITY OF ARLINGTON(EXISTING) ARLINGTON UNIFIED DEVELOPMENT CODE(UDC) Y KEY NOTE REFERENCE 1 x REFERENCE NUMBER STORMWATER CITY OF ARLINGTON(EXISTING) DRAWN: KW, E �./ SEWER SNOHOMISH COUNTY PUD 01 EXISTING HIDDEN LINES --------- ( ) ARLINGTON COMPREHENSIVE PLAN JOB NO: 6604 TRASH: WASTE MANAGEMENT NW(EXISTING) TELEPHONE: (EX STING) ARLINGTON FIRE DEPARTMENT STANDARDSui SHEET: CASEWORK REFERENCE 101 SCHEDULE NUMBER BREAK LINES ��, GAS: CASCADE NATURAL GAS(EXISTING) ARLINGTON MUNICIPAL CODE(RMC) a A 0.1 ARLINGTON PUBLIC WORKS STANDARD DETAILS OREVISIONS: 2. awx3. o� ¢ I �OyGFfk -I ' 5-M IM/WINTNIY ?' J uIm EE E �'N T 1Qfl y Y R6'-0' ADDITION ARCHITECTURAL SITE PLAN NOTES: �' a a c _ _ 2 G I • w I e A REFER TO DEMOLITION ARCHITECTURAL SITE PLAN FOR EXISTING 'n y 0 r o E C 1 I _� Qa 0 • tt�� IMPROVEMENTS TO BE REMOVED OR RELOCATED 101-4• 0•-0 I 'V '71 eI i d B. REFER TO ORIGINAL CIVIL DRAWINGS(PREPARED BY OTHERS)FOR o F- G 1- CO ORDINATION AND LOCATION OF CIVIL WORK. �y = • D•t� �i=/ t / ( C REFER TO THE DEMOLITION AND ADDITION FLOOR PLANS FOR U) •�I ' I II / ♦ FURTHER INFORMATION (n (/)E- • @--I I • ,, v Z Q) I I - t I I D REFER TO A5.1 FOR SITE ACCESSIBILITY INFORMATION, CTION N) IBLE R5• \ V TRIP A SI WALK P DES 0IN • R2'-S• I I 1 / \ E. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS • CROSS ALK I / REQUIRED. w O V `•' l ❑ I I '/ ,y F. REFER TO LANDSCAPE PLANS FOR DEMOLITION OF EXISTING TREES, Q �r N t. 'a' as Dr // TREES TO REMAIN AND FURTHER INFORMATION. Ir W I a a VAN _ � � R20'-0� I it 4� MAIN ENTRANCE TO(E)BANK S'-O• 15'-O• 1S'-O• 12'- / ♦ G, PARKING LOT STRIPING(WHITE STRIPING)TO BE PROVIDED PER CITY m / / OF ARLINGTON STANDARDS 2._6. C f l O O I \ O PROVIDE ACCESSIBLE PEDESTRIAN CROSS WALK STRIPING PER CITY N 1 � I N 0-I S va �� - (E)BANK BUILDING I / OF ARLINGTON STANDARDS m IN Ss Sil ALK y SS St E ALK 4 E' 8' .. 24'-0• t0'-0• ❑ 6652 SF I O 0'-0 � Id E IA �-D• HIGHWAY COMMERCIAL (NO) ZONE Op yy s ALK �l C VTOL S �. 4 •I RELOCATE(E) e I i \♦ ♦ ` ' Z 0c O I• I p h O t• WHEEL STOPS p / Y O (N)PARKING 25 0- ui STRIPING IE)R Z Z I • t a BUILDING SE�I�ACK \' a W (E)SIDEWALK m I HIGHWA . 'ZONE RELOCATED MECH _ /y �♦♦ x, Q „ R2'-6� EQUIP.O/(N)CONC 5'-0' .i ty I ' •• EQUIPMENT PAD I(E)OU (N)REQUIRED UT _ LOT LINE ACCESSISLE SETBACK ♦ / '� ` (`') I'] • ENTRANCE SIGN I / ♦ / m N cl _ ------ I > Z m .A - I 9 MAP(ENTRANCE I /\ � O Z 0) • - •A 4')1' = TO(N)BANK ADDITION I I 1 O ♦ \ Z _ Q a WNPA STALL@B'-0'EA••a' _. T In I \ a Eti 5'-0• of c (NIcONc-tune (N)BANK INt cu I 1 W 2 R.DI 7 TOTAL(E) i t 5'-0' ♦` / 1 P NO SPACES •� INICgIG WM.K ADDITION %ISTING I t O Q ICI CO. SS ALLS 4O•EA•4S'O• - T2,2]23F �t1VEWAY II Q C Z A EIPAVEM£NT.� G II II 11D'-0' R2'-6� (O•� �'_S (EI -♦ I I SEF CML DWG'S ( (N)R£OUIO m I\ FO!. ADDITIONAL J J SECONDARY `• ROW. to o tI y ENTRANCE T0(NI INFORMATION ON J71 r- ' IRE BANK ADDITION _-_ DRAINAGE Q R4-0 — 25-0• w» —(N) (9)THOMAS LIGHTING SRS SIRNGHT ROUND STEEL POLES SRS 20-30 W/ O �pI ACCESSIBLE W o?O CO RB QW I • g ENTRANCE SIGN• >Q¢ 6 u (6) EMCO SINGLE FIXTURES • 4 0 (11)LANDSCAPE ' S ¢ ERA201-3H-25OMH-MT h it DRNEW'AY a m m AREA(TYP) w S ((7) EMCO DOUBLE FIXTURES •t' o Q m m y ERA202-3K-250MH-MT to I r Cy} Pe°ox o — — w —.urn01S 4 ) HIGHWAY COMMERCIAL (HC) ZONE a N vauu E PROJECT J NORTH Q ADDITION ARCHITECTURAL SITE PLAN 5' '° �" `I ANNINNNN SCALE:I'm 20'.0' U Z E O W 5540 REGISTERED W U CL W ARCHITECT 0 r Q Q (A I EL A. N F DATE: 3114/05 U ,y y �N��yt t OF WAS"INGTON S DESIGNED: T.R E G Y � DRAWN: K. JOB NO: 6604 E W SHEET: a A1.2 REVISIONS: 0. 1, 2, NORTH COUNTY BANK ADDITION J 16419 SMOKEY POINT BLVD. a oiNNe m 3 o q C x - ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 98223 ASSESSOR'S ACCT # 31052800201000 ��•�' �tCEIVED Q 0 � a ABBREVIATIONS PROJECT PARTICIPANTS PROJECT DATA DRAWING INDE),iAR 14 20051 r1 JURISDICTION CITY OF ARLINGTON A0A COVER SHEET AND (E) EX STING BCD SEE CIVIL DRAWINGS OCCUPANT: NORTH COUNTY BANK L LENGTH 16419SMOKEYPT.BLVD. PROJECT A0,2 GENERAL NOTES GOA BUILDING DFR ANGLE EA EACH LAV LAVATORY SCH SCHEDULE ARLIIGTON,WA 98223 AT ECB EROSION CONTROL BARRIER LF LINEAL FOOT SD SMOKE DETECTOR ADDRESS ARLIN SMOKEY POINT BLVD. LANDSCAPE PH:(160)659-7100 ARLINGTON, WASHINGTON 98223 0 DIAMETER ELEC ELECTRICAL LPG LIQUID PROPANE GAS SECT SECTION FX:(360 659-3305 L-1,1 DEMOLITION LANDSCAPE PLAN DEGREE ENG ENGINEERING) LVL LAMINATED VENEER LUMBER BED SEE ELECTRICAL DRAWINGS TAX ACCOUNT NOs 31052800201000 L) -1 2 ADDITION LANDSCAPE PLAN p POUND ORNUMBER EQ EQUAL MAX MAXIMUM SF SQUARE FEET SQUARE FOOT EXT E%TERIOR ME MACHINE BOLT SH SINGLE HUNG OWNER: JUBIE CONSTRUCTION,LLC AB ANCHOR BOLT FAU FORCED AIR UNIT MECH MECHANICAL SHT SHEET HARVEYJUBIE LOT SIZE . . . ARCHITECTURAL ABV ABOVE FD FLOOR DRAIN MFR MANUFACTURER SIM SIMILAR 4229761h AVENUE NE,STE,204 - +/— 41,528 S0.FT. (+/—.95 ACRE) MIN MINIMUM SL SLIDER MARYSVILLE,WA 98270 A1.1 DEMOLITION ARCHITECTURAL SITE PLAN ACOUS ACOUSTIC FE FIRE EXTINGUISHER CODE .... 2003 IBC WITH WASHINGTON AMENDMENTS A7,2 ADDITION ARCHITECTURAL SITE PLAN ACT ACOUSTIC CEILING TILE FF FINISH FLOOR MISC MISCELLANEOUS SMD SEE MECHANICAL DRAWINGS PH:(260)659-5556 A2,1 DEMOLITION FLOOR PLAN AND ROOF PLAN AFF ABOVE FINISH FLOOR FG FULL GLASS MOD MODULAR SMS SHEET METAL SCREW FX:(360)653-9611 A2.2 ADDITION FLOOR PLAN AND ROOF PLAN ALUM ALUMINUM FHWS FLAT HEAD WOOD SCREW MTD MOUNTED SPD SEE PLUMBING DRAWINGS ZONING. HC (HIGHWAY COMMERCIAL) A2,3 ADDITION ENLARGED RESTROOM PLANS AND ARCH ARCHITECTURAL FIN FINISH MTL METAL SPEC SPECIFICATIONS ARCHITECT: DESIGNS NORTHWEST ARCHITECTS RESTROOM ELEVATIONS m p AWN AWNING FLR FLOOR MILL MULLED WINDOW SS STAINLESS STEEL DAN NELSON,ARCHITECT SEISMIC ZONE 3 A3.1 DEMOLITION EXTERIOR ELEVATIONS BD BOARD FOC FACE OF CONCRETE/COLUMN (N) NEW STD STANDARD 10037 BR532,SUITE B A3.2 DEMOLITION EXTERIOR ELEVATIONS ` BIF BIFOLD FOE FACE OF FRAMING/FINISH NG NATURAL GAB STK SELECT TIGHT KNOT STANW000,WA 99292 WIND SPEED 80 MPH — EXP B A3.3 ADDITION EXTERIOR ELEVATIONS J BLDG BLKG BUILDING BLOCKING FDIC FURNISHED BY OWNER,INSTALLED NIC NOT IN CONTRACT STL STEEL PH:360629-3447 SNOW LOAD A3,4 ADDITION EXTERIOR ELEVATIONS z m N BLW BELOW BY CONTRACTOR NOM NOMINAL STRUC STRUCTURAL FX:3606296159 - 27 POUNDS PER SF(UNIFORM SNOW LOAD) qq 1 BUILDING SECTION AND WALL SECTION Z BM BEAM FOS FACE OF STRUCTURE/STUDISTEEL NTS NOT TO SCALE STS SELF TAPPING SCREW SNOWDRIFT LOAD 20 POUNDS PER SF GROUND SNOW LOAD A5,1 SITE AND BUILDING ADDITION ACCESSIBILITY DETAILS BTM BOTTOM FT FOOT OR FEET OC ON CENTER SV SHEET VINYL A6.1 ADDITION DOOR TYPES/SCHEDULE, Z O O BUR BUILT-UP ROOFING FTG FOOTING OD OUTSIDE DIAMETER (T) TEMPERED STRUCTURAL: CLAYTON M.CANFIELD,P.E. FROST LINE DEPTH 12 INCHES WINDOW TYPES,AND DETAILS >Q CENTERLINE FX FIXED GLASS OPH OPPOSITE HAND T&G TONGUE 8 GROOVE 2215 MUKILTEO SPEEDWAY CLG CEILING GA GAUGE OSB ORIENTED STRAND BOARD TBD TO BE DETERMINED MUKILTEO,WA 98275 OCCUPANCY GROUP. - B STRUCTURAL w CLR CLEAR GALV GALVANIZED PH PANIC HARDWARE TOC TOP OF CONCRETE PH:(425)5136B6B CONSTRUCTION TYPE TYPE V-B S-1 STRUCTURAL NOTES,SCHEDULES,AND DETAILS Z CMU CONCRETE MASONRY UNIT GLB GLULAM BEAM p PLATE TOp TOP OF PLATE FX:(425)5136868 O COL COLUMN GSM GALVANIZED SHEET METAL PLAM PLASTIC LAMINATE TOF TOP OF FLOOR FIRE SUPPRESSION NO S-2 STRUCTURAL DETAILS COMP COMPOSITE GWB GYPSUM WALLBOARD PLWD PLYWOOD TOS TOP OF SLABISTEEL SYSTEM S-3 ADDITION FLOOR PLAN AND FOUNDATION PLAN, Q O CONC CONCRETE GYP GYPSUM PR PAIR TOW TOP OF WALL CONTRACTOR: JUBIE CONSTRUCTION,LLC ROOF FRAMING PLAN CONT CONTINUOUS HC HOLLOW CORE ESE POUNDS PER SQUARE FOOT TS TUBE STEEL ALFRED L JUBIE Z CB CASEMENT HDR HEADER PT PRESSURE(PRESERVATIVE) TYP TYPICAL g2297fiN AVENUE NE,STE,204 DESCRIPTION OF. ..- BANK CPT CARPET HHS HEX HEAD SCREW TREATED UNO UNLESS NOTED OTHERWISE MARYSVILLE,WA 98270 EXISTING BUILDING J DEL DOUBLE HIM HOLLOW METAL REINF REINFORCING VERT VERTICAL PH:(160)659-5556 USE RELATED DOCUMENTS = Q DEMO DEMOLISH HORIZ HORIZONTAL BET RETAINING VIF VERIFY IN FIELD F%:(360)653-9611 DET DETAIL HAG HEATINGNENTILATION/ RHWB ROUND HEAD WOOD SCREW VPF VEGETATION PROTECTION FENCE DESCRIPTION OF. BANK OFFICES CO DH DOUBLE HUNG AIRCONDITIONING RM ROOM W WIDTH NEW ADDITION USE ORIGINAL ARCHITECTURAL DRAWINGS �/ t DIM DIMENSION 17 INSIDE DIAMETER RO ROUGH OPENING W WITH (PREPARED BY BOTESCH,NASH 8 HALL ARCHITECTS,P.S.) IL.IL. RAINWATER LEADER WD WOOD SET BACKS, - - .. - FRONT YARD SET BACK —10'-Cr DATED MAY 24,2000 DWG DRAWING INSUL INSULATION RWL O INT INTERIOR Sc SOLID CORE WT WEIGHT (PER ARLINGTON SIDE YARD SET BACK — 5+-0� (INCLUDES CIVIL,LANDSCAPE,ARCHITECTURAL AND STRUCTURAL DRAWINGS) 2004 ORDINANCE) REAR YARD SET BACK —5-0• STRUCTURAL CALCULATIONS(FOR ADIP110M! VICINITY MAP (PREPARED BY CLAYTON M.CANFIELD,P E) z M L SYBOL S` ALLOWABLE- BASE ALLOWABLE 9,000 SO,FT. DATED MARCH 70,20051111 + BUILDING AREA FOR B OCCUPANCY TYPE V-B WA5NNOTON STATE ENERGY COOS OOMPLEANCE FORM$LFOR ApOIiIONf 175M PI N. _ (PREPARED BV DESIGNS NORTHWEST ARCHITECTS,INC,) DATED MARCH 11,2005 a PROPOSED FLOOR EXISTING AREA: 8,652 SF, FT. ` `0„7 I7y 4>'<7w m-.4w AREA NEW ADDITION: 2232 SF. FT_ - T., TOTAL AREA: 8,884 SF,FT. j LN -9rq Smokry P.N 0 DRAWING NUMBER MAX,BUILDING . .. . +/- 32'-0°(50'-0"MAX, ALLOWED) REVISION REFERENCE X REVISION NUMBER �-� � � HEIGHT Q BUILDING SECTION X 1� i OR WALL SECTION SLEET NUMBER 14Ds� MASONRY Iran sl>++ E REFERENCE = lavn PI N• PARKING REQUIRED. 24 SPACES— PER ARLINGTON 2000 A _ (FOR EXISTING BANK) ORDINANCE(4 SPACES PER 1,000 SF CONCRETE 11Fw O11N ^ BLDG. AREA) 'o L DRAWINGNUMBER STRUCTURAL c telp,Fi,+y QZ PARKING REQUIRED. 12 SPACES— PER ARLINGTON 2004 BUILDING CODES/STANDARDS REFERENCE o-- T x EXTERIOR ELEVATION X GRIDS INSULATION(LOOSE OR GATT) n (FOR ADDITION) ORDINANCE(1 SPACE PER 200 SF BLDG. AREA) REFERENCE A3'1 7 20031NTERNATIONAL BUILDING CODE(IBC)WITH WASHINGTON STATE O SHEET NUMBER NOTE: I INSULATION(RIGID) i AMENDMENTS(WAG 51-50) z GRID LINES LOCATE FACE OF - TOTAL PARKING 37 SPACES(INCLUDING 2 HC ACCESSIBLE) FRAMING AND/OR ^'�- PROVIDED 2003 INTERNATIONAL MECHANICAL CODE(IMC)WITH WASHINGTON STATE 1 DRAWING NUMBER FOUNDATION STEM WALLS > EARTH AMENDMENTS(WAG 51-52) O UN O r —1 LEGAL PARCEL A: INTERIOR ELEVATION p DESCRIPTION THE NORTH 2O8.71 FEET OF THE WEST 3 A A5.1 TRUE NORTH 2003 UNIFORM PLUMBING CODE(UPC)WITH WASHINGTON STATE AMENDMENTS j SAND/PLASTER/MORTAR -t r--.• . 208.71 OF THE FOLLOWING DESCRIB REFERENCE ED 7 SHEET NUMBER '+• PROPERTY: (WAC 51-56 d51-57) m 3 T J THE WEST 7 ACRES OF THE SOUTH 528 NORTH ARROW S• ; ? 2003 UNIFORM PLUMBING CODE STANDARDS WITH WASHINGTON STATE DRAWING NUMBER I� ROCK FILL S r - FEET OF THE NORTHWEST 1/4 OF SECTION AMENDMENTS(WAC 5145) 3 W tp I TOWNSHIP 31 NORTH, RANGE 5 EAST, W,M: n DETAIL REFERENCE Y SHEET NUMBER I� METAL(LARGE SCALE) 1•I�bi1Nc 3 EXCEPT COUNTY ROAD; 2003 INTERNATIONAL FIRE CODE(IFC)WITH WASHINGTON STATE AMENDMENTS w PROJECT SITE (WAG 5154) _ EXCEPT THE NORTH 170 FEET THEREOF AND 5 UP 7R _ EXCEPT THE SOUTH 119 FEET THEREOF, r^ STAIR DIRECTION, CURRENT EDITION OF THE NATIONAL FIRE CODES(NFPA)WITH WASHINGTON V, GYPSUM WALLBOARD 5 N RISERS&TREADS 1IT STATE AMENDMENTS / �� 1CM Y7gOrY taA t.01001 N0.4?EG tr \ / ROOM NAME d NUMBER ROOM FINISHED WOOD 1999 NATIONAL ELECTRICAL CODE(NEC)WITH WASHINGTON STATE ROOM NUMBER f01 AMENDMENTS .■. +� STRUCTURAL WOOD W O DOOR REFERENCE 101X DOOR LETTER Id (CONTINUOUS MEMBER) WASHINGTON STATE ENERGY CODE(NREC)(WAC 51-17) mEQUIPMENT NUMBER IOI WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE(VIAQ)(WAC / STRUCTURAL WOOD 51-13) 0 WINDOW REFERENCE (X�—WINDOW TYPE CENTER LINES,FLOOR LINES — (NON-CO NTINUOUS MEMBER) UTILITY DISTRICTS AT EXTERIOR ELEVATIONS, DEPARTMENT OF ECOLOGY STORM WATER MANUAL(CURRENT EDITION) t PROJECTED LINES ® PLYWOOD DATE: 3114/05 WALL TYPE Xj-- WALL TYPE WSDOTI APWA(CURRENT EDITION) PROPERTY LINES,BOUNDARY — — ELECTRI DRAWN. K.W. CAL: SNOHOMISH COUNTY PUD41(EXISTING) C DESIGNED: T.R. E LINES TILE(CERAMIC) WATERCITY OF ARLINGTON(EXISTING) ARLINGTON UNIFIED DEVELOPMENT CODE(UDC) G Y KEY NOTE REFERENCE @ —REFERENCE NUMBER STORMWATER: CITY OF ARLINGTON(EXISTING) Q�E ---��_—�— SEWER: SNOHOMISH COUNTY PUB 41(EXISTING) ARLINGTON COMPREHENSIVE PLAN JOB NO: 6604 HIDDEN LINER TRASH: WASTE MANAGEMENT NW(EXISTING) TELEPHONE: (EXISTING) ARLINGTON FIRE DEPARTMENT STANDARDS W SHEET: SCHEDULE NUMBER BREAK LINES �� GAS: CASCADE NATURAL GAB(EXISTING) CASEWORK REFERENCE 101 ARLINGTON MUNICIPAL CODE(RMC) A AO.1 ARLINGTON PUBLIC WORKS STANDARD DETAILS ii■ I REVISIONS: 0 1. 2. • o 1 W • C� WY • o�zQ 3. • I e>E D J 4. I �♦� Z �m N V N V D+PLOM P APM b _ o o ADDITION ARCHITECTURAL SITE PLAN NOTES: N¢m m c • c O j I A. REFER TO DEMOLITION ARCHITECTURAL SITE PLAN FOR EXISTING o m @ I 1 I 25'-4: uJ • + IMPROVEMENTS TO BE REMOVED OR RELOCATED N C.m m 11 1 _�1��0011 fff-4' 0'0 I o m° I' II i B. REFER TO ORIGINAL CIVIL DRAWINGS(PREPARED BY OTHERS)FOR C COOROINpTION AND LOCATION OF CIVIL WORK. 0 1 I I II I / C REFER TO THE DEMOLITION AND ADDITION FLOOR PLANS FOR E • 0 ({ FURTHER INFORMATION. U) U) 1 I D. REFER TO A5.1 FOR SITE ACCESSIBILITY INFORMATION. Z � W E-I CIR1l1 N A ISLE 0 ®RY-6' _ I E, TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS PA Y/ALK I REQUIRED. a--1 014 p--� p I Q p , CIS ♦ F. REFER TO LANDSCAPE PLANS FOR DEMOLITION OF EXISTING TREES, rNv •!•2•'-0' 16'-0• VAN f R20'-O• I I TREES TO REMAIN,AND FURTHER INFORMATION, �ti F+-i � GO ;6 MAIN ENTRANCE TO(E)BANK 5'-0• 15'-0' 15'-0' 12'- ♦ G, PARKING LOT STRIPING(WHITE STRIPING)TO BE PROVIDED PER CITY • 2'-6• OF ARLINGTON STANDARDS- IOl PEDI Shom W • I •I ( H PROVIDE ACCESSIBLE PEDESTRIAN CROSS WALK STRIPING PER CITY o X a N(~ ' (E)BANK BUILDING I OF ARLINGTON STANDARDS. y µ9S �- 8' 24'-O' 18'-0• ��-❑ 6652 SF 0-0 I ' N s1 nLx I A q -a* HIGHWAY COMMERCIAL (HO) ZONE 0 C 1ROL I TS(� I 1 RELOCATE(E) • 'I" '-0'O.0 AS T _ WHEELSTOPS a Z ® O I O O (N)PARKING a W a - yy STRIPING III 7 UZj Z • f (E)SIDEWALK w 6u1LOMC SErtIACW HIGHWA . ZONE •••I RELOCATED MECH. w I Q Q h R2�-6• •••J. EQUIP.O/(N)GONG N EQUIPMENT PAD (E) (N)REQUIRED m Q LOT LINE _ ACCESSIeLE '- `` M NT • - ENTRANCE SIGN It I I + SETBACK CV _ MAIN ENTRANCE • •F 4'f. TO(N)BANK ADDITION I ♦ O O ♦ Q k ( 6COAIP STALL @•'4Y'EA•46'1' Y _ I ♦ d I {[) S'- * (N)CONC.CURB- (N)BANK (N)Cum I ♦ Z) } � 0 r' P TT 6SPAC N (N)CONC,WALK m ADDITION Fj a �� 0 ED. S S LS O'-0-EA•45'-0• 2,232 SF IOVEWAY I I1 O E)PAVEMENT-� Y 1 (N)RE-0U10 f ® 't O \ '.'r I '1 FOI. ADDITIONAL J m SECONDARY INFORMATION ON 0.0.W. IO p 1t ENTRANCE TO(N) .'REJ'.a' Q E BANKADDITION _ DRAINAGE M'-0• CO 25'-0' .� IKfi / — _ (S)THOIAAS LIGHTING sRS LL i w O Y (N)CONC. STRAIGHT ROUND STEEL POLES O ACCESSIBLE a p z O CURB - SRS 20-3.0 W/ 8 N ENTRANCE SIGN— > a �I� (6) EMCO SINGLE FIXTURES •• A DRIVEWAY o a 5 w -(N)LANDSCAPE oQ J a ERA201-3H-25OMH-MT do n I AREA(TYP) �;ww w (J) EMCO DOUBLE FIXTURES s o Q y ERA202-31{-25OMH-MT W I f1 y z o s 1 » ry I HIGHWAY COMMERCIAL (HO) ZONE ato E p N YAW T PP O I � o ` w r 3 q PROJECT J NORTH Q ADDITION ARCHITECTURAL SITE PLAN ° 5' to, w '" 1D SCALE:1•=2"" r OIW— J O IL REGISTERED ARCHITECT W U w r EL ELSON DATE: 3/14/05 C DESIGNED: T.R. 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L®711g1+'10ed01 ❑ p em O9Nrd LTe+w L91r1NOO uo we v g® a Nr,d lad s o a n p C7 1 os ai lrM c 4 aal¢u w move I I L L cn W-W L6d OMDM11 I O L------ 1 dJ ❑ - N• cn / . r, m m a 71 r N»D,S J7ML MN nnO.G +11" 7dde 19 3 ..g Wot / 00 z u 0 a t M Nm i Lly .1 0 :SNOISIA3H . 1 REVISIONS: 0 1 2 NORTH COUNTY BANK ADDITION 4 ,,. 16419 SMOKEY POINT BLVD. Nomm "` Aft a m� ARLINGTON SNOHOMISH COUNTY, WASHINGTON 98223 �Na ASSESSOR'S ACCT # 31052800201000 W E- 5 Q 0 9 ABBREVIATIONS PROJECT PARTICIPANTS PROJECT DATA DRAWING INDEX OCCUPANT: NORTH COUNTY BANK JURISDICTION, CITY OF ARLINGTON A01 COVER SHEET 'n & A (E) EXISTING L LENGTH BCD SEE CIVIL DRAWINGS A0.1 GENERAL NOTES ANGLE EA EACH LAV LAVATORY SCH SCHEDULE 16419 SMOKEY PT.BLVD. PROJECT ... RECEIVE[ //''ppp tt� �. ARLINGTON.0)659 WA 98223 ADDRESS. ARLINGTON, TON, W POINT BLVD. LANDSCAPE � ��I`/�� q7 ECB EROSION CONTROL BARRIER LF LINEAL FOOT SD SMOKE DETECTOR PH:(350)659-3300 ARLINGTON, WASHINGTON 98223 v 0 DIAMETER ELEC ELECTRICAL LPG LIQUID PROPANE GAS SECT SECTION FX:(350)fi59-3305 L-1 1 DEMOLITION LANDSCAPE PLAN DEGREE ENG ENGINEERING) LVL LAMINATED VENEER LUMBER SED SEE ELECTRICAL DRAWINGS TAX ACCOUNT NOS. 31052800201000 L-1 2 ADDITION LANDSCAPE PLAN # POUND OR NUMBER EQ EQUAL MAX MAXIMUM SF SQUARE FEET SQUARE FOOT EXT EXTERIOR MB MACHINE BOLT SH SINGLE HUNG OWNER: JUBIE CONSTRUCTION,LLC AB ANCHOR BOLT FA FORCED AIR UNIT MECH MECHANICAL SHT SHEET HARVEYJUBIE LOT SIZE ...... _ . }/- 41,528 SQ. FT. (+/-.95 ACRE) ARCHITECTURAL MAR 4005 ABV ABOVE FD FLOOR DRAIN MFR MANUFACTURER SIM SIMILAR 4229 761h AVENUE NE,STE.204 A1.1 OEMOUTION ARCWTECTURAL SITE PLAN ACOUS ACOUSTIC FE FIRE EXTINGUISHER MIN MINIMUM SL SLIDER MARYSVILLE,WA9B270 A7.2 AD(NTION AR'"ECTURALSITE PLAN z ACT ACOUSTIC CEILING TILE FF FINISH FLOOR MISC MISCELLANEOUS SMD SEE MECHANICAL DRAWINGS PH:(3G0)659-5558 CODE 2003 IBC WITH WASHINGTON AMENDMENTS qp 1 DEMOLITION FLOOR PLAN AND ROOF PLAN AFF ABOVE FINISH FLOOR FG FULL GLASS MOD MODULAR SMS SHEET METAL SCREW FX:(360)653-9611 A2 2 ADDITION FLOOR PLAN AND ROOF PLAN ALUM ALUMINUM FHWS FLAT HEAD WOOD SCREW MTD MOUNTED SPID SEE PLUMBING DRAWINGS ZONING_ A2.J AOOITIONENURGEORESTROOMV ARCH ARCHITECTURAL FIN FINISH MTL METAL SPEC SPECIFICATIONS HC(HIGHWAY COMMERCIAL) ARCHITECT: DE SIGNS NORTHWEST ARCHITECTS Tfzoml A BUILDING P AWN AWNING FLR FLOOR MUL MULLED WINDOW SS STAINLESS STEEL DAN NELSON,ARCHITECT SEISMIC ZONE 3 A].1 OEMOUTION E%TER20R ELEVAT BD BOARD FOG FACE OF CONCRETE/COLUMN IN) NEW STD STANDARD 10031 SR532,SUITE B A3 2 DEMOLITION EXTERIOR ELEVATIONS M BIF BIFOLD FOF FACE OF FRAMINGIFINISH NG NATURAL GAS STK SELECT TIGHT KNOT WIND SPEED 80 MPH - EXP �B' A33 ADDITION EXTERIOR ELEVATIONS J BLDG BLKG BUILDING BLOCKING FOIC FURNISHED BY OWNER,INSTALLED NIC NOT IN CONTRACT STL STEEL WTAN 0629-WA 98292 �J m 00 BLW BELOW BY CONTRACTOR NOM NOMINAL STRUC STRUCTURAL PH:3GO-629-6159 SNOW LOAD .. 27 POUNDS PER SF(UNIFORM SNOW LOAD) A AUDITION SECTION WALL SE L FX:360E29E159 ) A51 BUILDING SECTION AND WALL SECTION Z BM BEAM FOS FACE OF STRUCTURE/STUDISTEEL NTS NOT TO SCALE STS SELF TAPPING SCREW SNOWDRIFT LOAD. 20 POUNDS PER SF GROUND SNOW LOAD A51 SITE AND BUILDING ADDITION ACCESSIBILITY DETAILS BTM BOTTOM FT FOOT OR FEET OC ON CENTER SV SHEET VINYL A6 1 ADDITION DOOR TYPES/SCHEDULE, �J O Q BUR BUILT-UP ROOFING FTG FOOTING OD OUTSIDE DIAMETER (T) TEMPERED STRUCTURAL: CLA'ffON M.CANFIELD,P.E. FROST LINE DEPTH - 12 INCHES WINDOW TYPES,AND DETAILS L a > CENTERLINE FX FIXED GLASS OPH OPPOSITE HAND T&G TONGUE&GROOVE 2215 MUKILTEO SPEEDWAY OSB ORIENTED STRAND BOARD TBD TO BE DETERMINED MUKILTEO,WA 99275 OCCUPANCY GROUP. , B CLG CEILING GA GAUGE STRUCTURAL CLR CLEAR GALV GALVANIZED PH PANIC HARDWARE TOG TOP OF CONCRETE PH:425)513EB68 PLATE TOp TOP OF PLATE FX:(425)5136866 CONSTRUCTION TYPE TYPE V-B S-1 STRUCTURAL DENOTES,SCHEDULES,AND DETAILS LLI Z CMU CONCRETE MASONRY UNIT GLB GLULAM BEAM P O Q O COL COLUMN GSM GALVANIZED SHEET METAL PLAM PLASTIC LAMINATE TOF TOP OF FLOOR S-2 STRUCTURAL DETAILS Q COMP COMPOSITE GWB GYPSUM WALLBOARD PLWD PLYWOOD TOW TOP OF BLABISTEEL FIRE SUPPRESSION NO S-3 ADDITION FLOOR PLAN AND FOUNDATION PLAN, CONE CONCRETE GYP GYPSUM PR PAIR TOW TOP OF WALL SYSTEM ROOF FRAMING PLAN Q 0 (, CUNT CONTINUOUS HC HOLLOW CORE PSF POUNDS PER SQUARE FOOT TS TUBE STEEL CONTRACTOR JUBIE CONSTRUCTION,LLC ALFRLD J.JUBIE Z CS CASEMENT HDR HEADER PT PRESSURE(PRESERVATIVE) TYP TYPICAL 4229761h AVENUE NE,STE•204 DESCRIPTION OF. _ BANK CPT CARPET HHS HEX HEAD SCREW TREATED UNO UNLESSNOTEDOTHERWISE MARYSVILLE,WA98270 EXISTING BUILDING RELATED DOCUMENTS = °' DBL DOUBLE HM HOLLOW METAL REINF REINFORCING VERT VERTICAL PH:(360)659-5556 USE DEMO DEMOLISH HORIZ HORIZONTAL BET RETAINING VIF VERIFY IN FIELD FX:(360)653-9611 DET DETAIL HVAC HEATINGNENTILATIONI RHWS ROUND HEAD WOOD SCREW VPF VEGETATION PROTECTION FENCE DESCRIPTION OF. BANK OFFICES co co DH DOUBLE HUNG AIR CONDITIONING RM ROOM W WIDTH NEW ADDITION USE DIM DIMENSION 10 INSIDE DIAMETER RO ROUGH OPENING w/ WITH ORIGINAL ARCHITECTURAL DRAWINGS (PREPARED BY BOTESCH,NAWH 8 HALL ARCHITECTS,P,S,) DWG DRAWING INSUL INSULATION RWL RAINWATER LEADER WD W000 SET BACKS, FRONT YARD SET BACK - 10,-0 DATED MAY 24,2000 O INT INTERIOR Sc SOLID CORE WT WEIGHT (PER ARLINGTON SIDE YARD SET BACK -V-0, (INCLUDESCIVIL,LANDSCAPE,ARCHITECTURAL AND STRUCTURAL DRAWINGS) 2004 ORDINANCE) REAR YARD SET BACK - 5'-0' STRUCTURK CALCULATIONSIFOIELD_PE 1 �+ VICINITY MAP (PREPARED BY CLAYTONM CANFIELD,PE) z SYMBOL) DATED MARCH 10,2005 ALLOWABLE� .. BASE ALLOWABLE 9,000 SO.FT, 31 BUILDING AREA FOR B OCCUPANCY TYPE V-B WASHINOTON STATE ENERGY CODE COMPLIANCEfOtU0.S(FOR ADO"BON) w �75m Pf N' C (PREPARED BY DESIGNS NORTHWEST ARCHITECTS, h �tf iTt.iAMni i11)� s � PROPOSED FLOOR, , EXISTING AREA: 6,652 SF. FT. DATED MARCH 11,2005 AREA MEW AI]011idt� 21]2 SF_FT. o! 7q 'V'P°'r TOTAL AREA: 11,11.SF. FT, > sn,.,l,n vomc O DRAWING NUMBER ��_ >F - MAX BUILDING . .. +/- 32'-0"(50'-0" MAY, ALLOWED) O BUILDING SECTION REVISION REFERENCE ZX -REVISION NUMBER �- HEIGHT Q X OR WALL SECTION At.1 SHEET NUMBER R100ODE MASONRY A REFERENCE 200000E = tenwn� tae4,sl N. PARKING REQUIRED 24 SPACES- PER ARLINGTON 2000 �.I z A , p y�� (FOR EXISTING BANK) ORDINANCE(4 SPACESCESPER 1,000 SF `-3 CONCRETE < '6x�s1 N. �} BLDG.AREA) DRAWING NUMBER STRUCTURAL 12 SPACES-PER ARLINGTON 2004 r 1a5m Fl ��, BUILDING CODES/STANDARDS EXTERIOR ELEVATION A11 GRIDS REFERENCE o-- i 11� INSULATION(LOOSE OR BATT) n E PARKING REQUIRED.(FOR ADDITION) ORDINANCE(1 SPACE PER 200 SF BLDG, y REFERENCE g p AREA) 2003 INTERNATIONAL BUILDING CODE(IBC)WITH WASHINGTON STATE O SHEET NUMBER NOTE: INSULATION(RIGID) AMENDMENTS(WAG 51-50) z� GRID LINES LOCATE FACE OF TOTAL PARKING. - 37 SPACES(INCLUDING 2 HC ACCESSIBLE) w FRAMING AND/OR PROVIDED 1 DRAWING NUMBER FOUNDATION STEM WALLS 2003 INTERNATIONAL MECHANICAL CODE(IMC)WITH WASHINGTON STATE O UN 7-, EARTH 'LEGAL.. PARCEL A: AMENDMENTS(WAG 51-52) 3 INTERIOR ELEVATION 4 AS.I 2 TRUE NORTH q"t DESCRIPTION THE NORTH 2O8.71 FEET OF THE WEST REFERENCE SAND/PLASTER I MORTAR y 208.71 OF THE FOLLOWING DESCRIBED 2003 UNIFORM PLUMBING CODE(UPC)WITH WASHINGTON STATE AMENDMENTS SHEET NUMBER ///JJ��\ m PROPERTY: (WAG 51-56&51-57) O1 } // v 1! 0 - .. THE WEST 7 ACRES OF THE SOUTH 528 L ;` NORTH ARROW D yR�7p o 2003 UNIFORM PLUMBING CODE STANDARDS WITH WASHINGTON STATE r 3 DRAWING NUMBER ❑tom ROCK FILL n FEET OF THE NORTHWEST 1/4 OF SECTION AMENDMENTS(WAG 5145) TOWNSHIP 31 NORTH,RANGE 5 EAST, W M DETAIL REFERENCE ,q ° lssm n�Nr 2003 INTERNATIONAL FIRE CODE(IFC)WITH WASHINGTON STATE AMENDMENTS g SHEET NUMBER METAL(LARGE SCALE) '' PROJECT SITE EXCEPT COUNTY ROAD; W B (WAC 51-54) g UP 7R EXCEPT THE NORTH 170 FEET THEREOF AND 9 STAIR DIRECTION, 1�pp�e EXCEPT THE SOUTH 119 FEET THEREOF.RISERS&TREADS 11T ! 7 GYPSUM WALLBOARD CURRENT EDITION OF THE NATIONAL FIRE CODES(NFPA)WITH WASHINGTON coV J ( , ;;09a Nap4A3f tom,106-?2001 fdAY`EO STATE AMENDMENTS / ROOM � FINISHED WOOD 1999 NATIONAL ELECTRICAL CODEITH WASHINGTON STATE ROOM NUMBER ROOM NAME&NUMBER (NEC)(NEC) c 101 AMENDMENTS r W DOOR REFERENCE 101X DOOR LETTER ;-`/I STRUCTURAL WOOD WASHINGTON STATE ENERGY CODE(NREC)(WAC 51-11) W O (CONTINUOUS MEMBER) EQUIPMENT NUMBER 101 c STRUCTURAL WOOD WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE(VIAQ)(WACcn / (NON-CONTINUOUS MEMBER) 51-13) WINDOW REFERENCE % WINDOW TYPE CENTERLINES,FLOOR LINES _ UTILITY DISTRICTS U AT EXTERIOR ELEVATIONS, I DEPARTMENT OF ECOLOGY STORM WATER MANUAL(CURRENT EDITION) PROJECTED LINES PLYWOOD DATE: 3I14/05 WALL TYPE �'�WALL TYPE 3 WBDOT/APWA(CURRENT EDITION) � PROPERTY LINES,BOUNDARY - - TILE(CERAMIC) ELECTRICAL: SNOHOMISH COUNTY PUD#7(EXISTING) DESIGNED: T.R. E LINES WATER CITY OF ARLINGTON(EXISTING) ARLINGTON UNIFIED DEVELOPMENT CODE(UDC) DRAWN: K.W. Y KEY NOTE REFERENCE f X REFERENCE NUMBER STORMWATER: CITY OF ARLINGTON(EXISTING) E \/ HIDDEN LINES --------- SEWER SNOHOMISH COUNTY PLO#1(EXISTING) ARLINGTON COMPREHENSIVE PLAN JOB NO: 0004 TRASH: WASTE MANAGEMENT NW(EXISTING) A TELEPHONE: (EXISTING) ARLINGTON FIRE DEPARTMENT STANDARDS W SHEET: GAS CASCADE NATURAL GAS(EXISTING) CASEWORK REFERENCE SCHEDULE NUMBER BREAK LINES JAY' : ARLINGTON MUNICIPAL CODE(RMC) a A0.1 ARLINGTON PUBLIC WORKS STANDARD DETAILS r REVISIONS: Np I 1 0. E 1 - 61'0�S1 O 2. I 3. Ja o �o E 1 --t �n ti r 4, • c oE1 �if ix �Om Q z a PP r 5'Of.4 lA'RlOIYT •' w E E E 1 w a R6-0• _ _ EMPLOYEE mmim o o ADDITION ARCHITECTURAL SITE PLAN NOTES: • • } I A. REFER TO DEMOLITION ARCHITECTURAL SITE PLAN FOR EXISTING 4} p a I 25'-4' Q m ° I IMPROVEMENTS TO BE REMOVED OR RELOCATED m w®v 101-4' I ��-0 I B. REFER TO ORIGINAL CIVIL DRAWINGS(PREPARED BY OTHERS)FOR - - COORDINATION AND LOCATION OF CIVIL WORK FD „ O I I T C. REFER TO THE DEMOLITION AND ADDITION FLOOR PLANS FOR a- E 5 ,s o • I / \/ FURTHER INFORMATION. rn G {:CE I � D. REFER TO A5.1 FOR SITE ACCESSIBILITY INFORMATION. �W ,TRIPA _ TION WI APCES�ERIAN • ® ♦ E-I o R2'-e� E. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS � t • CROSS ALK _ p REQUIRED. W I-I-, °p', Q I F. REFER TO LANDSCAPE PLANS FOR DEMOLITION OF EXISTING TREES, Q •1-2A••C 14.0' X LI TREES TO REMAIN,AND FURTHER INFORMATION. VAN am R20'-0•-� V �, 4 m 4 MAIN ENTRANCE TO(E)BANK 5•_0• 15'-0• 15'-0• 1 G. PARKING LOT STRIPING(WHITE STRIPING)TO BE PROVIDED PER CITY 4 _2•-8• / OF ARLINGTON STANDARDS. C I / n Ol • q / H. PROVIDE ACCESSIBLE PEDESTRIAN CROSS WALK STRIPING PER CITY N (L IN)PED S RAN it '= p H.C. (EIBANK BUILDING OF ARLINGTON STANDARDS. 6s 51 ALK 8' 2C-0' t8'-0• ❑ 6652 SF 0 0-0 E CO RETE E0'-0' 6 ALK HIGHWAY COMMERCIAL (HC) ZONE 10 � j ♦/ TROL J S O 4 1 RELOCATE(E) • I W Z '-0'O.C. Vg111� ` ® 1• ( a h O _ WHEEL STOPS o �� AA O (N)PARKING a 5 0' STRIPING / BUILDING SEl L wl • (E)SIDEWALK w°_ HIOHWA ZONE Q R2'-6• RELOCATED MECH. EQUIP.O/(N)CONC. w 5.0' .., EQUIPMENT PAD I(E1 cum IN)REQUIRED , m ; ,n ACCE651B1E LOT LINE M M • e ENTRANCESIGN 4' • SETBACK J N �y, -•b I i z coDO ' MAIN ENTRANCE TO(N)BANK ADDITION I Z O —————— 0 .o (N!CC MP' STALL 0a'-0'EA..{•' � a 1 IEI s'— MlcAtaC a/ra0 (N)BANK i(N)CURI 7 TOTAL(E) N lN)conc.WALK m ADDITION - 15-0• w Z P 0.KIN0 SPACES F{%IST- I ( ' ,` O Q O • EO. '. ILLS Off EA•15-0• 1, 2,232 SIF RI �. II EI PAVEMENT VEWAY II t I I OIREOU1iED2•-6' �•_ 0'_6 (E) ARK w I 11 SEE CIVIL DWG�S U Z N 7 o O SECONDARY FO!• ADDITIONAL J iOpwct 10 �� ENTRANCE To(N) �RY�•.�j. �t I I INFORMATION ON = (Y BANK ADDITION •�`. •9 DRAINAGE Q R4'-0• —— 4, co o (B)THOMAS LIGHTING SRS w-- i w u m IN)CONO STRNCHT ROUND STEEL POLES O y ACCESSIBLE SRS 20-3.0 W/ j¢Yt N ENTRANCE SIGN �o a CURB z U (6) EMCO SINGLE FIXTURES DRNEWAY Q o 5 IN)LANDSCAPE o 5� ERA201-3H-25OMH-MT @ z AREA(TYP) (3CO DOUBLE FIXTURES RA20)EM2-7N-2501AH-MT m o I HIGHWAY COMMERCIAL (HC) ZONE JY VAULT E PP O I • i I y- Too- PROJECT J ° NORTH /Q�•,� 40' I.L 4 ADDITION ARCHITECTURAL SITE PLAN � SCALE:1'=20'-0' Z 4 O REGISTERED RCHITECT W $ Q H N M Q Q U) U A F I N DATE: 3114105 E C DESIGNED: T.R. 2 c � DRAWN: K.W. E JOB NO: 6604 WSHEET: a A1.2 REVISIONS: 0. 1. 2- RTH COUNTY BANK ADDITION 4. NO m� m��gg 16419 SMOKEY POINT BLVD. Qm�Pn his ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 98223 � � U �= ASSESSORS ACCT # 31052800201000 `r - MAR 14 2005 Q ABBREVIATIONS PROJECT PARTICIPANTS PROJECT DATA DRAWING INDEX.,. JURISDICTION CITY OF ARLINGTON ( .t i•��11,1•„) > S S AND (E) EX STING L LENGTH SCO SEE CIVIL DRAWINGS OCCUPANT: 164 SMOKE PT.H COUNTY ANK BLVD. PROJECT A02 GENERAL NOTES M� � ANGLE EA EACH LAV LAVATORY SCH SCHEDULEARLI`N c A7 ECB EROSION CONTROL BARRIER LF LINEAL FOOT SO SMOKE DETECTOR PH:(36)659TON,WA 98223 ADDRESS 16419 SMOKEY POINT BLVD, O DIAMETER ELEC ELECTRICAL LPG LIQUID PROPANE GAS SECT SECTION PH:(3fi0)659-7100 ARLINGTON, WASHINGTON 98223 LANDSCAPE DEGREE ENG ENGINEER(ING) LVL LAMINATED VENEER LUMBER BED SEE ELECTRICAL DRAWINGS FX:(360)659-3305 L-1.1 DEMOLITION LANDSCAPE PLAN M POUND OR NUMBER EQ EQUAL MAX MA%IMUM SF SQUARE FEET TAX ACCOUNT N05 310-92800201000 L-12 ADDITION LANDSCAPE PLAN SQUARE FOOT E%T EXTERIOR MB MACHINE BOLT SH SINGLE HUNG OWNER JUBIE CONSTRUCTION,LLC AB ANCHOR BOLT FAU FORCED AIR UNIT MECH MECHANICAL SHT SHEET HARVEY JUBIE LOT SIZE - ARCHITECTURAL ABV ABOVE FD FLOOR DRAIN MFR MANUFACTURER SIM SIMILAR 4279761h AVENUE NE,STE 204 +/- 41,528 SO, FT (+/-,95 ACRE) A11 DEMOLITION ARCHITECTURAL SITE PLAN ACOUS ACOUSTIC FE FIRE EXTINGUISHER MIN MINIMUM SL SLIDER MARYSVILLE.WA 98270 Al 2 ADDITION ARCHITECTURAL SITE PLAN z ACT ACOUSTIC CEILING TILE FF FINISH FLOOR MIS, MISCELLANEOUS SMD SEE MECHANICAL DRAWINGS pH:(3fi0)659-555fi CODE 2003 IBC WITH WASHINGTON AMENDMENTS AFF ABOVE FINISH FLOOR FG FULL GLASS MOD MODULAR SMS SHEET METAL SCREW FX'.(360)653-9611 A22 DEMOLITION FLOOR PLAN AND ROOF PLAN ALUM ALUMINUM FHWS FLAT HEAD WOOD SCREW MTD MOUNTED SPD SEE PLUMBING DRAWINGS A22 ADDITION FLOOR PLAN AND ROOF PLAN ARCH ARCHITECTURAL FIN FINISH MTL METAL SPEC SPECIFICATIONS ZONING HC(HIGHWAY COMMERCIAL) A23 ADDITIONSEL VATIONESTROOM PLANS AND AWN AWNING FLN FLOOR MUL MULLED WINDOW SS STAINLESS STEEL ARCHITECT: DE SIGNS NORTHWEST ARCHITECTS REBTROOMELEVATIONS m p BD BOARD FOC FACE OF CONCRETEICOLUMN (N) NEW STD STANDARD DE NELSON,ARCHITECT SEISMIC ZONE 3 A31 DEMOLITION EXTERIOR ELEVATIDNS r•�� BIF BIFOLD FOF FACE OF FRAMINGIFINISH NG NATURAL GAB STK SELECT TIGHT KNOT 10031 SR532,SUITE B WIND SPEED A3 2 DEMOLITION EXTERIOR ELEVATIONS J (h BLDG BLKG BUILDING BLOCKING FOIL FURNISHED BY OWNER INSTALLED NIC NOT IN CONTRACT STL STEEL STANWOO D.WA 90292 60 MPH - EXP B A34 ADDITION EXTERIOR ELEVATIONS BLW BELOW BY CONTRACTOR NIC NOMINAL STRUC STRUCTURAL PH:360629-3441 SNOW LOAD A34 ADDITION EXTERIOR ELEVATIONS z LY) N BM BEAM FOS FACE OF STRUCTURE/STUDISTEEL NTS NOT TO SCALE STS SELF TAPPING SCREW F%:3606296159 27 POUNDS PER SF(UNIFORM SNOW LOAD) M 1 BUILDING SECTION AND WALL SECTION Z BTM BOTTOM FT FOOT OR FEET OC ON CENTER SV SHEET ANY SNOWDRIFT LOAD 20 POUNDS PER SF GROUND SNOW LOAD A51 SITE AND BUI DOOR TYPES/TION SCHEDULE, DETAILS BUR BUILT-UP ROOFING FTG FOOTING OD OUTSIDE DIAMETER (T) TEMPERED STRUCTURAL: CLAYTONM CANFIELD,P.E. Afi1 WINDOW ADDITION DOOR TYPES/SCHEDULE, CENTERLINE FX FIXED GLASS OPH OPPOSITE HAND T&G TONGUE&GROOVE 2215 MUKILTEO SPEEDWAY FROST LINE DEPTH 12 INCHES WINDOW TYPES,AND DETAILS z d CLG CEILING GA GAUGE OSB ORIENTED STRAND BOARD TBD TO BE DETERMINED MUKILTEO,WA 98275 OCCUPANCY GROUP B STRUCTURAL CLR CLEAR GALV GALVANIZED PH PANIC HARDWARE TOC TOP OF CONCRETE PH(425)5136B6B } CMU CONCRETE MASONRY UNIT GLB GLULAM BEAM P PLATE TOp TOP OF PLATE F%'(425)5136B60 CONSTRUCTION TYPE TYPE V-B S-1 STRUCTURAL NOTES,SCHEDULES,AND DETAILS O Q W O COL COLUMN GBM GALVANIZED SHEET METAL PLAM PLASTIC LAMINATE TOF TOP OFF LOOR S-2 STRUCTURAL DETAILS RPLAN Y COMP COMPOSITE GWB GYPSUM WALLBOARD PLWO PLYWOOD TOS TOP OF SLAB/&TESL FIRE SUPPRESSION NO S-3 ROOF OITION FFRAMINGPPLAN AND FOUNDATION PLAN, GONG CONCRETE GYP GYPSUM PR PAIR TOW TOP OF WALL CONTRACTOR JUBIE CONSTRUCTION,LLC SYSTEM ROOF FRAMING PLAN c0C V CONT CONTINUOUS HC HOLLOW CORE PSF POUNDS PER SQUARE FOOT TS TUBE STEEL ALFRED J,JUBIE C CS CASEMENT HDR HEADER PT PRESSURE(PRESERVATIVE) TVP TYPICAL 4229761h AVENUE NE,STE 204 DESCRIPTION OF BANK J CPT CARPET HHS HEX HEAD SCREW TREATED LIND UNLESS NOTED OTHERWISE MP.RVSVII LE,WA 9B270 EXISTING BUILDING DBL DOUBLE HM HOLLOW METAL REINF REINFORGNG VERT VERTICAL PH,(36VHLEWA USE RELATED DOCUMENTS = °' DEMO DEMOLISH HORIZ HORIZONTAL RET RETAINING VIF VERIFY IN FIELD FX:(360)653.9611 DET DETAIL HVAC HEATINGNENTILATIOTO RHWS ROUND HEAD WOOD SCREW VPF VEGETATION PROTECTION FENCE DESCRIPTION OF. BANK OFFICES � DH DOUBLE HUNG AIR CONDITIONING RM ROOM W WIDTH NEW ADDITION USE DIM DIMENSION ID INS IDE DIAMETER RO ROUGH OPENING W WITH ORIGINAL ARCHITECTURAL DRAWINGS A/ r (PREPARED BY BOTESCH,NASH 8 HALL ARCHITECTS,P S) /fr_ DWG DRAWING INSUL INSULATION RWL RAIN WATER LEADER WD WOOD SET BACKS FRONT YARD SET BACK - t0•-O' DATED MAY 24,2000 O INT INTERIOR SC SOLID CORE WT WEIGHT (PER ARLINGTON SIDE YARD SET BACK - 5'-0- (INCLUDES CIVIL,LANDSCAPE,ARCHITECTURAL AND STRUCTURAL DRAWINGS) 2004 ORDINANCE) REAR YARD SET BACK - 5'-0" STRUCTURAL CAICULAN M C(FOR AU,P.E I 1 �/ �+ VICINITY MAP (PREPARED BY CLAYTONM CANFIELD,P.E) SYMBOLS MBOLJ GATED MARCH 10,2005 ALLOWABLE BASE ALLOWABLE 9,000 SO FT p 1TSq PI N. o -�200 BUILDING AREA FOR B OCCUPANCY TYPE V-B WASHINGTON STATE ENERGY COD'CAMPLIANCE FORMS(FOR App110N1 (PREPARED BY DESIGNS NORTHWEST ARCHITECTS,INC.) N T T`'' 11'd.P.W 6 411�bn PROPOSED FLOOR EXISTING AREA: 6,652 SF, FT, DATED MARCH 11.2005 1 1714 Pi Ne < AMIw AREA NFW ADD111DN: 7232 SF- FT_ a TOTAL AREA: .2 SF, FT• Lu q Ano4ry Pm A I 0 DRAWING NUMBER „"' .1 ' MAX-BUILDING +/- 32'-0'(50'-0'MAX,ALLOWED) REVISION REFERENCE % REVISION NUMBER -_� ) 6 1 HEIGHT g BUILDING SECTION % 3 t L OR WALL SECTION M.1 SHEET NUMBER RfOD�JC MASONRY 1 19".SI N. PARKING REQUIRED 24 SPACES-PER ARLINGTON 2000 E REFERENCE f000009 z T v ,4Po�P1 Nc kL.w (FOR EXISTING BANK) ORDINANCE(4 SPACES PER 1,000 SF CONCRETE ; ,Qr 16tlN SI1N BLDG. AREA) DRAWING NUMBER STRUCTURAL ` g BUILDING CODES STANDARDS I'mPI K 1 REFERENCE o-- T � G � 7F PARKING REQUIRED 12 SPACES-PER ARLINGTON 2004 o EXTERIOR ELEVATION GRIDS I INSULATION(LOOSE OR BATT) 3, '�a (FOR ADDITION) ORDINANCE(1 SPACE PER 200 SF BLDG. w REFERENCE p AREA NOTE: 1' ) 2003 INTERNATIONAL BUILDING CODE(IBC)WITH WASHINGTON STATE ~O SHEET NUMBER {{u1�}�11 INSULATION(RIGID) S+ AMENDMENTS z GRID LINE&LOCATE FACE OF irsfi� (WAC 51-50) w FRAMING AND/OR TOTAL PARKING 37 SPACES(INCLUDING 2 HC ACCESSIBLE) I. ORAVINO NUMBER v 1, PROVIDED 2003 INTERNATIONAL MECHANICAL CODE IMC WITH WASHINGTON STATE 0 FOUNDATION STEM WALLS EARTH n.r ( ) UNO � i LEGAL PARCEL A: AMENDMENTS(WAG 57-52) INTERIOR ELEVATION o, 4 �2/ TRUE NORTH " DESCRIPTION THE NORTH 2O6.71 FEET OF THE WEST 2003 UNIFORM PLUMBING CODE(UPC)WITH WASHINGTON STATE AMENDMENTS REFERENCE .i•1 3 20B 71 OF THE FOLLOWING DESCRIBED BAND/PLASTER/MORTAR SHEET NUMBER it, PROPERTY: - QNAC 51-56&51-57) 3 �t a w THE WEST 7 ACRES OF THE SOUTH 528 NORTH ARROW i s FEET OF THE NORTHWEST 1/4 OF SECTION 2003 UNIFORM PLUMBING CODE STANDARDS WITH WASHINGTON STATE 3 DRAWING NUMBER ROCK FILL 29 AMENDMENTS(WAC 51<5) TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M., W DETAIL REFERENCE Y T tsan,9,Ne - 2003 INTERNATIONAL FIRE CODE QFC)WITH WASHINGTON STATE AMENDMENTS L+ AY I SHEET NUMBER METAL(LARGE SCALE) - } a PROJECT SITE EXCEPT CWNTY ROAD; WAC 5t 54 g UP 711 EXCEPT THE NORTH 170 FEE7 THEREOF AND ( ) T STAIR DIRECTION, �!. EXCEPT THE SOUTH 119 FEET THEREOF,p RISERS&TREADS 11T GYPSUM WALLBOARD CURRENT EDITION OF THE NATIONAL FIRE CODES(NFPA) V)WITH WASHINGTON rJ//�•�• �1 is STATE AMENDMENTS (� / 20W Idn00irnl c4m,1-02004 NAV:EO A ROOM NAME&NUMBER ROOM PJ,J� FINISHED WOOD 1999 NATIONAL ELECTRICAL CODE(NEC)WITH WASHINGTON STATE W ROOM NUMBER i�.�+ 1o_ AMENDMENTS Rc DOOR REFERENCE LETTER ./'1 STRUCTURAL WOOD d 101X%JJJ ODOR gyp)101 (CONTINUOUS MEMBER) WASHINGTON STATE ENERGY CODE(NREC)(WAC 51-11) n.• O m EQUIPMENT NUMBER c _ (NON-CONTINUOUSSTRUCTURAL O WASH NGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE(VIAO)(WAC � WINDOWREFERENCE WINDOW TYPE / <%� CENTER LINES.FLOOR LINER 1MEMBER) 51.13) v AT EXTEROR ELEVATIONS, _ UTILITY DISTRICTS PROJECTED LINES DEPARTMENT OF ECOLOGY STORM WATER MANUAL(CURRENT EDITION) PLYWOOD WALL TYPE DATE: 3I14/O5 WALL TYPE % �� 3 � WBDOTI AP WA(CURRENT EDITION) t PROPERTYLINES,BOUNDARY - � -� ELECTRICAL: SNOHOMISH COUNTYPUD#1(EXISTING) 2 DESIGNED: T.R. E � LINES MOM TILE(CERAMIC) WATER CITY OF ARLINGTON(EXISTING) ARLINGTON UNIFIED DEVELOPMENT CODE(UDC) x KEY NOTE REFERENCE 1 x� REFERENCE NUMBER STORMWATER CITY OF ARLINGTON(E%ISTING) DRAWN: K.W. E `l ------- SEWER SNOHOMISH COUNTY PUD M1(EXISTING) ARLINGTON COMPREHENSIVE PLAN JOB NO: 6604 HIDDEN LINES TRASH: WASTE MANAGEMENT NW(EXISTING) TELEPHONE: (EXISTING) ARLINGTON FIRE DEPARTMENT STANDARDS ui SHEET: CASEWORK REFERENCE 101 SCHEDULE NUMBER BREAK LINES -��J� GAS: CASCADE NATURAI.GAS(EXISTING) ARLINGTON MUNICIPAL CODE(RMC) a A0.1 ARLINGTON PUBLIC WORKS STANDARD DETAILS REVISIONS: �¢ O 2. L4 3. �pVCPEIE v1 �{ ) yP a PP s•a rra RaLT .. .... 1.1 TA E B C 0 1 r;�• _ _ 'p�' I I• 1 I V IEMOPL�YEE PMKG — ADDITION ARCHITECTURAL SITE PLAN NOTES:_ ry N c p A. REFER TO DEMOLITION ARCHITECTURAL SITE PLAN FOR EXISTING IMPROVEMENTS TO BE REMOVED OR RELOCATED tto'tT-4- to'-o I o ��F- dt z It B REFER TO ORIGINAL CIVIL DRAWINGS(PREPARED BY OTHERS)FOR p(�.It C COORDINATION AND LOCATION OF CIVIL WORK. y 1 I O•II �// 1 (� ' rr I -FJ \ �1 C- REFER TO THE DEMOLITION AND ADDITION FLOOR PLANS FOR FURTHER INFORMATION V) (n t 1 I •I 4 '� 1 I t I 1 • r y U t D REFER TO A5,1 FOR SITE ACCESSIBILITY INFORMATION U EZI (NJ Ctm IN)A.CES ISLE •- 1 \ TWPA WALK D DES LAN 6 �•-6" I I ! \! E TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS ��..t i . CROSS K ��}�(/ I F REQUIRED. r_-E S. © PAIN T0. P1Yy 0 I 1 ! ♦\/�• r w^ O V L F. REFER TO LANDSCAPE PLANS FOR DEMOLITION OF EXISTING TREES ^.I •)•2�'a' 16'a' 3Y I TREES TO REMAIN,AND FURTHER INFORMATION C+ VAN 2 R20•-0• _ I_ .2'!\ \ Q• `c : c MAIN ENTRANCE TO(E)BANK 5-O• 1S'-O• 1S'-O 12'-S ! / G. PARKING LOT STRIPING(WHITE STRIPING)TO BE PROVIDED PER CITY in /♦ OF ARLI NGTON STANDARDS 2.-$• ! �t 1 ! H. PROVIDE ACCESSIBLE PEDESTRIAN CROSS WALK STRIPING PER CITY aI $ ok�C H.C. - I C \!i! !' OF ARLINGTON STANDARDS Y u (E)BANK BUILDING IEOE (NI PE S MAN ! A SSS a.", 24'-0' t$'-0• 6652 SF I CO s Ai� y a-0 � HIGHWAY COMMERCIAL (HC) ZONE C TROL J I TS @tt \ 1 -RELOCATE(E) Z 'a'OG AS O O I a •R O WHEEL STOPS W O (N)PARKING a 7`�.•. • T STRIPING BUtLDiNG SET,a{,.,r.K ♦ ! \! ! \.\ WI •_ -(E)SIDEWALK w r` HIGHWAd. - -.ZONE f GI RELOCATED MECH _ fiJ v1 'l EQUIP OI(I,CONC _ 5QU M Q it I EQUIPMENT PAD (N) W N REQUIRED r \ (E) SET ACC M e 1 r ENTRANCE SIGN o ( I SETBACK m CV ------ = L 1 7- . E-- 2'-• - MAIN ENTRANCE ) / ! 0) •I.4'Ir TO(N)BANK ADDITION I 1 ♦ ,� \\ Z O O Q is ( 6COMP StAll A6'a'FA•AS .T I L a I @ tE? ONI s'- • (N)CONC CURB (N)BANK (N)c I I \ II 7 TOTAL RI '+ , (N)CONC WALK_ -p ADDITION LL l P KING SPACES Q EO. SS ALLS W&VA a5'Hl' 2,232 S F O Z Q O }- 1DAVEMENT I I Q c Z 10'a' R2'-6• R2•-6 '-6 I IEI ARKI -\ I I` SEF CIVILDWG•S !n I (N)ILEOUTD 0 O SECONDARY I FOE ADDITIONAL J RO.W� 1 ENTRANCE (N) '�N�SQ, • -- INFORMATION ON ETBAC BANK ADDITIOIO N DRAINAGE Q 0• c% e YI m �.... 4. 0. (9)T}IOMAS LIGHTING SRS ?S'-0• q �» "9 S'IPGHi ROUND STEEL POLES �L1 1 20O.y (N)CONC-- / O I s • ACCESSIBLE AI o?O CURB o (6) MCO S W 1- $g ENTRANCE SIGN > N� it i j,} (6) EMCO SINGLE FIXTURE$ • LY 4 O (N)LANDSCAPE o o z y ERA201-3H-250MH-MT k z a k DRNEWgy o u m AREA(TYP) w p (3) EMCO DOUBLE FIXTURES •t O m�n ERA202-314-2501,4H-MT W I PO P I o _ �rP ew wrae 4 I HIGHWAY COMMERCIAL (HC) ZONE < I - pp II•vaUL1 E Z o e" A PROJECT -•� NORTH ADDITION ARCHITECTURAL SITE PLAN ° ' '° 20' '°' LCC L SCALE:1'=20'-0' r zUz O J 5540 REGISTERED E n- r ARCHITECT W z < Q cn IE LA. N F, DATE: 3114/05 3 DESIGNED D: TR E I OF WASHINGTON DRAWN KW y o J JOB NO: 6604 WSHEET: a A1.2 A PORTION OF THE NW1/4 SECTION 28, TOWNSHIP 31 NORTH, RANGE 5 EAST, WM, SNOHOMISH COUNTY, WA „ - - n e �x an(r nnrc/ U I GRAPHIC SCALE LEGAL DESCRIPTION I " 20 0 10 20 40 10 21 I lid THE NORTH 20&71 FEET OF THE WEST 208.71 FEET OF THE FOLLOWING DESCRIBED a+ PROPERTY, ,I 29. 28 4 I .iwMw _______ j I " I (IN FEET) EXCEPTICOUNNOROADRANGE 5 EAST,WA; / a tl SITE Z THE WEST 7 ACRES OF THE SOUTH 528 FEET OF THE NWf 4 OF SECTION 24 w"crs I " 1 INCH.20 FT B L I EXCEPT THE NOR1N I70 FEEL 11ffRE0F,•AND q 4 I EXCEET THE SOUTH 119 FEET TtE•REOF Twirl,AkE;; W 1 IN CAENC ara Bear. I � IN CASE, � � DATUIL(NAVD 88 BENCH: WEST QUARTER CORNER SECTION 28 uNrr Fan„ wrx sF,r SITUATE IN THE COUNTY OF SNOHOMISN,STATE Of WASN/NGTON CONC MON IN CASE - �). 11 I PEAKQ ELEV. 118.33 ENCi1NEERIN --�� I I i I j _. \\�� ` SITE DATAfX p zB ae s TONAL AREA: INDUSTRIAL IA(0.95 ACS) - --_ ZONING /NDIfST A PRO' COMM V,(A C I SEWER SERVICE�YEYOR: CITY OF ARYSNLLE - - _ WATER SERWCE VEYOR CITY MARYSWUE 1yylpnK fX GB R 1 9,29 _ _ _ If fi.4 5 I 2—aJz i TAX PARCEL N0.• 1B3I 052 OIO 0000 MARYSVICLE IE 1! rEmfi6 1 9OQ` I j CITY LIMITS S/1E ADDRESS 165XX-33fh AVE FE' LE 1I 11 39 A, I ;ONCIu ii: WNWLA-1&2$li (2 HIGH r - so.a2 - J,«. ........... s'CHAIN IINK FENCE YICR1pTY MAP r"s2,0 INCH FENCE II J )Hk POND I `bow• 1GP GF ( EXTRUDED CURB(TjP) ^•. Wi1CALO 0� °�I •..... f s 2 I I ""'•^'«,-.an ! ' OUARRY SHALL h ...... \\ SPLASH PAD I ^� PER In SP. I 1 ROOF DRAIN(TIP) _ 10 I I I I ,I i " I I I 'e i \ WALL10Y,IRVI PRADON BED \ I yO, 9,10,Ell Y,SD'xaD:d' I; / ISS Ilb w x12 PIA nc � I - RSE - p L" I C2 PERMANE�VT GRW fx L a _ uL "G a R FILTER I I; Rr.,rr s a:97 e\ cavei666-n8,5G 3 yi E n E 1 as2O y y oa i I I l-1572(W) I I PR BED BIRLONMG FF I22.0 � vv /{ I I I 8i 2—aia i AREA RESERVED FOR / b a1,488 Sr FUTURE DEVELOPMENT a / u � - (0.85 ACS) W� J 1 I p -1 ® _ .. ..._._.,-._... I 84,3n sF Q I I (1.94 ACS) % CAP \ it _PUNTER -- � i ;. NOTE: I i rREA WENT CELL AND INFIL IRA DON BED ARE SIZED FOR ME EN77RE 2.9 ACRES. P tiO4. ROOFJEDpRAIN - I �C�Fh0 DRECTo POND(T ) �W.-,,...".,.-•--- g-1 III ' i., I�I I re x-7M , ta4— �I s� I t !zG 6. mtt84 lE,=!fA ,,,,,,•,,.✓•.. ;.. PER CITY I E=I1S 1 SP.503 -- I -r157 f) _. 220'71"SD OO:SOX + ENe_ E.lIS. r '"» - - EMERGENCY OVERFLOW) \ p ------_ 18 5s"'- _. QUARRY SPALL {TMJ II, i r SPLASH PAD_ 'fSSMS CO VERTICAL CURB tr ' y......nV.... IE.1t B� GUTTER 0 050f 1 I 4 NON IGH FENCE EWAL12ER e l I I COCA I - '.)" �,00 THE POND WALL o � p w°OO oo�.. �.- IW.f10.5 I ' 1 1 I IA _, ... "` '"'^.•. EXSTUDED CURB(in)J cavC VALLEY WATER 0 0.50% -' h i I"WATER SERMCE .-~`--'•"^>.....,,,...� -.__;.. _..-_::-_ \ I u i PER CITY SP W1 ^-.,�,,,--,�T . , Oi ..PER c I I 0.02 v BQX .......... ..... l OE OF FILL ..... . ... ! 718,6R: POWER 80X N8873bJ'W 52122 II r 1o5.A9tHJ _ `D85GURHcROEE F 1Dr5s(s1 I / I NEW 6'HrCII SITE IP i �i uCa PP PP� - rlrvuAlxr 0 r —014 _ I 1 ( it, DA 1E REWSMASM II 29 28 IF I7471(N,I ,y I �, / , /t____� / _-________118----�- // ISSUED -APPLI ENT o CO\ -- / I r---•---------��_ 3r/� DFDRPREAPPucn CITY OF LINGTON S� ISSIff nW '� APPROVED FOR CONSTRUCTION '' $ �� \\ '^ I __________ ¢ 3600 DSITE N 7t:TEsc 1, Im Sie..do.da t SFw3 BE CHMA i -- �/i/ O- Wt/ COR SEC 2 l / J----_a / �/ 118_�"- 5/f7/OG REVISED PER CITY BC G-� S I MON IN AE -_�________ _____ oa r_____= Lr. --__ 6127100 REWSED PER CITY - I -_-, ' 7/6/00 PLOT MAAR '� R/W PERMIT NO: "T 6e .III �----_...- 1 // IA E�,8.33 I , 7-7 QT T SrF GRADING AS-BUILT DECLARATION PROJECT NfJ, SCE of.ACN,w�gP SURVEY& TOPOGRAPHIC QUANTITIES AARRENLOCA TEDEAASSARE 7NA T ROAD AND STORMSHOWN ON THESE RECORD ORAAINAGE IMPROVEMENTS 00�8� PEAK ENGINEERING °�� INFORMATION PROVIDED BY. OWNER APPLICANT CUT 1,5W GYs BY I NORTH COUNTY BANK - ARNOLD 0. PEDERSON, TRUST HARVEY JUBIE FILL5,500 CYs PRQECI fNCAVEER OA>F �• FK � Se DAVID R.DOWNING s ASSOCIATES 2608 CADET WAY 4229-76Lh ST NE S1E 204 gY• D�r x+ 4" 4229-76TIi Si NE EVERETT WA 98206 MARYSNLLE, WA 98270 GRADING ESIIMAIE PRODUCED USING ACAO PLAT DEyELO°ER/OWNER DATE _='��L Ems+ MAR SWLLE,WAS M270 (425)338-0500 '1360)659-5556 R14 h SOF70ESK R8 COMPUTER SURFACE G RAIDING & DRAINAGE PLAN (J60) 653-S3B5 MODEL. EXISTING GROUND AND PROPOSED CALL 46 HOURS I THE CONTRACTOR SHALL VERIFY THE LOCA77ON OF 1720 GROVE STREET, MARYSVILLE, WASHINGTON 98270 pagEB 07/M/2001 FINISHED GRADE SURFACE MODEL COMPARED BEFORE YOU DIG ALL UTILITIES PRIOR TO ANY CONSTRUCTION. AGENpE5 136OJ esa-6gee / FAX: 1360) 6b8-7626 USING THE AVERAGE END AREA METHOD "00.424-5556 NVOL VED SHALL BE NOTIFIED WITHIN A RESONABLE }( WIN SECTION SAMPLING 0.'IN/ERVALS, TIME PRIOR 70 THE START OF CONSTRUCTION. �� A PORTION OF THE NWIM SECTION a TOWNSHM 31 NORTH, RANGE 5 EAST, W.M, SNOHOWSH COUNTY, WA GENERAL NOTES TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT CITY 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL OF ARLINGTON STANDARDS AND SPECIFICATIONS, WASHINGTON STATE DEPARTMENT OF VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. THE GRAVEL SHALL TRANSPORTATION(CURRENT EDITION) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED AND MUNICIPAL CONSTRUCTION AND THE 1992 DOE STORMWATER MANUAL. THE CITY BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS OF ARLINGTON STANDARDS AND SPECIFICATIONS SHALL PREVAIL IF THERE ARE ANY IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING CONFLICTS BETWEEN STANDARDS. TO MANUFACTURER'S SPECIFICATIONS. 2. ALL WORK WITHIN THE PLAT AND CITY RIGHT-OF-WAY SHALL BE SUBJECT TO p, AGGREGATE, 4" TO 8"CRUSHED BALLAST ROCK. THE INSPECTION OF THE CITY INSPECTOR OR HIS DESIGNATED REPRESENTATIVE. J. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL CONTACT THE CITY TO SCHEDULE A 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12 INCHES THICK. IT MUST EXTEND THE FULL VVIDTH OF THE VEHICULAR INGRESS AND EGRESS MONITORING WELL(2 acs.) PRECOVED PRIOR OOSTRUCONFERENCE. HELD CHANGES REWIRING REDESIGN SHALL TO SUBMITTED AND AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 50 FEET. 4'PVC PERF I APPROVED PRIOR TO CONSTRUCTION. AS-BUILTS SHALL BE REWIRED PRIOR TO SITE APPROVAL. MEra!CAP w/IOCK 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT LINE BED BOTTOM /NONWOVEN FABRIC(MIRRAFl 14(XJ). AUGERED HOLE BACK 3' 4. SEDIMENT LADEN WATERS SHALL NOT ENTER THE DRAINAGE INFILTRATION SYSTEM. REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE GRAVEL, THEN THE TIRES FILLED /DRN ROD( RMSHED CR 1120,01 LINER MUST BE WASHED BEFORE VEHICLES ENTER THE PUBLIC ROAD. WASH WATER MUST OVER INRL iRAiION BED OVERLAP 5. TRENCH BACKFILL OF NEW UTILITIES AND STORM DRAINAGE FACILITIES SHALL BE BE CARRIED AWAY FROM ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. COMPACTED TO 95X MAXIMUM DENSITY(MODIFIED PROCTOR) UNDER ROADWAYS A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. y 'O AND 90X MAXIMUM DENSITY(MODIFIED PROCTOR) OFF ROADWAYS, AS SPECIFIED '� h �''A '% "i.,.;' >✓ Tr+y i 1p MI!PC IN SECTION 2-03.3(14)C COMPACTING EARTH EMBANKMENTS METHOD S. 5. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL ;M.kg„y,� {r?s,�'+'/I N 1 Tc' �, i0 T."�Yi%^ M{ ii a r LM'ER INSrALLN Q � n Y,,, V ,l. r �`.l:<r,, ." PER THIS PLAN @ PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY $ v " ''Y' 'g'•� ""' " o \RRM' FAC I 6. THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND PROTECTING REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE, AS CONDITIONS DEMAND, AND o°°°oo ° o °o°poo°�S°o°°o°$° o o pO° pOp o°p°° o 0 0°0° oo°op°o°°°°o o° o°°°$ oMMENDa noNs ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. LOCATION OF UTILITIES REPAIR AND/OR CLEAN OUT ANY STRUCTURES USED TO TRAP SEDIMENT, ALL MATERIALS p o 0 0$ o °o°o 0 0<P °o 0 0 °o 0 6 °o o .<1 0 0��o 0 0 SHOWN ON CONSTRUCTION PLANS ARE BASED ON BEST RECORDS AVAILABLE AND SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO oo°o O0 o°o°O °o°0 00 00 000°o pO o° o p ° ° o°°o o- °0000 o ° °°°p o o° °o° ,0000°°0 00 00 ARE SUBJECT TO VARIATION• FOR AID IN UTILITY LOCATION CALL 1-800-424-5555. STORM DRAINS MUST BE REMOVED IMMEDIATELY. °o o°o o°o°o 0 00 00 oop o 0 0�y o o°ggg o°o°0 0 0 0°0 0000 00 °p9 90°0 0°o°o°o°o°Dofioo o°o°o o°°o°o°o°o`d o°°o o°o°0 00 j ° 7. THE CONTRACTOR SHALL NOTIFY PEAK ENGINEERING AND THE CITY INSPECTOR 2'(TjpJ-.•� rs { WHEN CONFLICTS BETWEEN THE PLANS AND FIELD CONDITIONS EXIST PRIOR TO MAINTENANCE OF SILTATION BARRIERS 1 r WN CONSTRUCTION AND SAID CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING N07ES: 30 (iIp) o $ GRWB - WITH CONSTRUCTION. 1. SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND 1. COVER SMALL BE LABELED °o AT LEAST DAILY DURING PROLONGED RAINFALL. CLOSE ATTENTION SHALL BE PAID STORM DRAIN - ° 5.0' TO THE REPAIR OF DAMAGED BARRIERS,END RUNS AND UNDERCUTTING BENEATH BARRIERS. 8. THE CONTRACTOR SHALL KEEP TWO SETS OF APPROVED PLANS TE SITE AT ALL TIMES FOR NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED 2. RISER TO BE SAME DIAMETER AS _ _ f0'(ip) WATER TABU RECORDING AIOBUILT INFORMATION; ONE SET SHALL BE SUBMITTED TO PEAK ENGINEERING PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY LATERAL. _ AT COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF WORK. PROMPTLY. BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY o ° 9. LOT LINES SHOWN HEREON ARE APPROXIMATE, ACTUAL PLATTED DIMENSIONS ONE-HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN ° AND/OR DEEDED LOCATIONS SHALL TAKE PRECEDENCE. PLACE AFTER THE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. APPROVED CAP B $ SECnOiVI LAY NEED r0 BE 8 ° SITE GRADING AND T.E.S.C. NOTES TiR&MI BEARING ff AREA IS U5ED FOR o° g! PERMANENT COVER BMP (HYDROSEEDING GENERAL NOTES) vARKNc w/FU ORE EL.112O 1. NONCOMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS, WATER QUALITY DEVELOPMENT). REQUIREMENTS AND CLEARING LIMITS VIOLATIONS MAY RESULT IN REVOCATIONE:OF 1. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ESTABLISHED GROUND FOOT PLT PROJECT PERMITS, PLAN APPROVAL AND BOND FORECLOSURES, COVER THAT FULFILLS THE REQUIREMENT OF THE APPROVED CONSTRUCTION PLANS j�7 7, AND CITY STANDARDS. ' 2. PRIOR TO ANY SITE CONSTRUCTION TO INCLUDE CLEARING/LOGGING OR GRADING FROM ROOF DRAIN THE SITE CLEARING LIMITS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE 2. ALL DISTURBED AREAS SUCH AS ROADWAY BACK-SLOPES, ETC. SHALL BE 8"CLEANOUT PROJECT SURVEYOR AS REQUIRED BY THESE PLANS. THE PROJECT SURVEYOR'S SEEDED WITH A PERENNIAL GROUND COVER GRASS TO MINIMIZE EROSION. AT EN NAME AND PHONE NUMBER ARE DOWNING&ASSOCIATES,INC. AT 360-653-5385. GRASS SEEDING WILL BE DONE USING AN APPROVED HYDROSEEDER OR AS OTHERWISE - 8� - (Tip APPROVED BY CITY. 3. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITIES SHALL BE CONSTRUCTED TW CROSS PRIOR TO ANY GRADING OR EX NS/VE LAND CLEARING IN ACCORDANCE WITH THE 3. PREPARATION OF SURFACE: ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO 8' APPROVED TEMPORARY EROSION'T/SEDIMENTATION CONTROL PLAN. THESE FACILITIES THE SATISFACTION OF THE CITY INSPECTOR. THIS MAY BE ACCOMPLISHED OR 8"TEES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS BY DISCING, RAKING, HARROWING OR OTHER ACCEPTABLE MEANS, B" �R 898) COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. SEDIMENT LADEN ,,....-88Bppp'ELBOW C �8'CROSS WATERS SHALL NOT ENTER THE NATURAL DRAINAGE SYSTEM, OR INFILTRATION SYSTEM. 4. IMMEDIATELY FOLLOWING FINISH GRADING, PERMANENT VEGETATION CONSISTING OF / OPIIG'UL) RAPID, PERSISTENT AND LEGUME) WILL BE APPPLIED. (MINIMUM 8pX PER ACRE). / L B'SD (E'WAL/ZER PIPE) I 8"SD 4. ALL SITE WORK MUST COMPLY TO CHAPTER 33 OF THE UNIFORM BUILDING CODE. THIS IS TO INCLUDE THE FOLLOWING: 20%ANNUAL, PERENNIAL OR HYBRID RYE GRASS, (LATEST EDITION), 40X CREEPING RED FESCUE, 40X WHITE CLOVER. HYDROSfED REQUIRED. 5. ALL EARTH WORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARDS. 5. FERTILIZER: SHALL BE APPLIED AT 400*PER ACRE OF 10-20-20(10 lb. PER 1,100 SOLI EEET) OR EQUIVALENT. / 6. IF CUT AND FILL SLOPES EXCEED A MAXIMUM OF TWO FEET HORIZONTAL TO ONE / FOOT VERTICAL, A ROCK OR CONCRETE RETAINING WALL MAY BE REQUIRED. ALL ROCK RETAINING WALLS GREATER THAN FOUR (4) FEET IN HEIGHT ARE TO U FOLLOW CITY OF ARLINGTON STANDARDS AND TO BE DESIGNED AND CERTIFIED BY A CIVIL ENGINEER EXPERIENCED IN SOILS MECHANICS. - C 7. STOCKPILES ARE TO BE LOCATED SUCH THAT SEDIMENT WILL NOT LEAVE SITE. `8'PERF PIPE 10 TEMPORARY COVER (BMP's) SHALL CONSIST OF HYDROSEEDING, MULCHING, OR ' COVERING DISTURBED AREAS AND STOCK PILES WITH PLASTIC SHEETING. B. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95X OF MAXIMUM DENSITY BY MODIFIED PROCTOR TEST. 9 A GEOTECHNICAL CONSULTANT SHALL PLAN SHAD CERTIFY THAT ALL GRADING AC770 ESEWERE DONE UNDER TESPNG OF ALL IHIS/HERLLS AIDIRECTION.TANT 10, THE SURFACE OF ALL SLOPES SHALL BE COMPACTED. THIS MAY BE ACCOMPLISHED - BY OVER-BUILDING THE SLOPES, THEN CUTTING BACK TO FINAL GRADES, OR BY RUNNING THE COMPACTOR OVER THE SLOPE AS EACH FILL LIFT IS BEING PLACED. ALL SLOPES SHALL BE COMPACTED BY THE END OF EACH WORKING DAY. B' CLEANOUT TO GRADE INFILTRATION DETAIL/SECTION if. EARTH QUAN77TIES(CUTS&FILLS) SHOWN ON PLANS ARE ESTIMATES ONLY AND N.Ts. N.T.S. - ARE NOT ADJUSTED FOR EXPANSION OR COMPACTION. THE CONTRACTOR IS RES- PONSIBLE FOR VERIFICATION OF ACTUAL QUANTITIES AS REQUIRED. IZ AREAS TO RECEIVE FILL SHALL BE PREPARED BY REMOVING UNSUITA8LE MATERIAL SUCH 21 AS CONCRETE SLABS, TREE STUMPS,BRUSH,AND TRASH. BANK 6LDG W 13. FILE MATERIALS SHALL BE AS SPECIFIED IN GENERAL N07E 1.,UNLESS SHOWN OTHERWISE ON PLANS. V EMERGENCY TW612p,5 '��NCE BMP NOTES: waEN 122 OF wAL I22 W L WINTER CONDIBONS TEMPORARY ER09ON&SEDIMENT CONTROL BMP'S 8'CROSS - -_ ._.--._.._._...-_.... _..... (NOVEMBER i TO MARCH 31) _ OF=TEAS 8 D I 3.4 PLANTER AREA COVER PRACTICES I -• --- o 0 9 O I 8"Sp WIDE THE EXISTING VEGETATION SHOULD BE LEFT UNDISNRSED WHERE I E=N8 o L /E-N85 W' I- NFq, py POSSIBLE TO LIMIT EROSION. DISTURBED AREAS SHALL BE COVERED GRVL CONE o WATER WAU D'=1 S I TOP pI200D /SHED �a 1 0.3 WITH MULCH AND/OR MATCOVERED STOCKPILES�SLOPES STEEPER -III ®I:1 00 120 _TREATMENT GRAZE .-...-...-... THAN 2:1 SHALL BE COVERED WITH PLASRC ST&'E11NG HELD/N PUCE I MFL IRA 110V BED F1L WITH SAND BAGS o0 0 WWSS..-��y� 1 MAXIMUM gab° GRADE 0° i i STORM DRAINAGE lie ~ -- 11B ---- ¢ ---------------------- --- 1. UNLESS OTHERWISE NOTED, ALL STORM SEWER PIPE SHALL B£SMOG WALLED EX/S E 11� XISRNG WATER AL/r STORM DRAIN (SD). SD SHALL BE REINFORCED CONCRETE PIPE TT((HHRCP) OR, LWOUND RtEA T CELL CORRUGATED POLYETHYLENE PIPE(CPP), CPR SHALL BE HIGH DENSITY CORRUGATED ppryp�F' li POLYETHYLENE SMOOTH INTERIOR PIPE AND SHALL BE MANUFACTURED IN SECTION LINER CONFORMITY WITH THE LATEST AASHTO SPECIFICATIONS FOR M 294 TYPE S AND ill THE MATERIAL COMPOUND SHALL CONFORM TO ASTM D J350. PIPE JOINTS AND FITTINGS 116 LI R LJ - 116 SHALL CONFORM TO AASHTO M 294. COUPLINGS SHALL BE INTEGRAL BELL -- -- AND SPIGOT OR DOUBLE BELL SEPARATE COUPLINGS. SPLIT COUPLINGS WILL NOT BE ALLOWED.2. 1155 2. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR IF IN THE OPINION OF THE B NSS CITY INSPECTOR, THE EXISTING FOUNDATION IS UNSATISFACTORY THEN IT SHALL BE EXCAVATED BELOW GRADE AND BACKFILLED WITH A GRAVEL MATERIAL TO SUPPORT THE PIPE. 3. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR PIPE- fi4 114 ARCH /N LAYERS WITH A LOOSE AVERAGE DEPTH OF 4"IN THE TOP 2 FEET 8'CROSS AND 8"BELOW THE TOP 2 FEET AS SPECIFIED IN SECTION 2-003.3(14)C, METHOD B, o 4. TOP 2 FEET OF TRENCH BACKFILL OF NEW UTILITIES AND STORM DRAINAGE FACILITIES)) o Q; AND BOX MAXIMUM DENSITY%( OD/FIED PROCTOR) BESHALL BE COMPACTED TO 95X MAXIMUM LOW TY(2 OFCETEOS SPECIFIED $ L 8*SO IN SECTION 2-03.3(14)C COMPACTING EARTH EMBANKMENTS METHOD B. " 5. ALL CATCH BASINS TO BE TYPE 1, UNLESS OTHERWISE NOTED. 6.76E INFILTRATION BED 112 0 40 80 120 112 0 40 80 120 6. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW LINE SHALL BE PONDIINFIL TRA TION BED SECTION POND SECTION }� SCALE: 1 s 2 V, I':20 H. C1 SCALE: 1':2'V.. 1"-20'H. Ci A TYPE ll CB (MANHOLE). �- tb{ 7. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH BASINS/MANHOLES EXCEEDING 5 FEET IN DEPTH. DATE REWSION455UED B. STORM DRAINAGE PIPE AND CATCHBASINS SHALL BE FLUSHED AND CLEANED PLAN 3/1/00 ISSUED FOR PRE-APPLICATION CITY OF ARLINGTON PRIOR TO CITY ACCEPTANCE. 3/6/00 REVISED 97E APPROVED FOR CONSTRUCTION TRENCH INLET DETAIL s/7/DTI REVISED PER CITY BY, ��l ' N..S C1 6127100 REWSED PER CITY 7/6/00 PLOT M14AR R/W PERMIT NO: T �a•oF�-1 d;•. ,.! ITT s AS-BUILT DECLARATION PROJEC I NO. G !y WE HEREBY DECLARE THAT ROAD AND STORM DRAINAGE IMPROVEMENTS "'" qP SURVEY& TOPOGRAPHIC ARE LONIED AS SHONN ON THESE RECORD DRAWINGS. 00 A�� PEAK k4�, ENGINEERING `�� - OWNER APPLICANT BY L INFORMATION PROVIDED BY, NORTH COUNTYBANK ' PRO,ECT ENGINEER bA lE., �•.„ ARNOLD 0. PEDERSON, TRUST HARVEY JUBIE BYC. �7� DAM R.DONNNG&ASSOCIATES 2608 CADET WAY 4229-76th ST NE STE 204 BY.• L) fig° 9 Plq}f M1� 44° EV425) 8 98208 MA(360)LE, WA 98270 PLAT DEVELOPER/ONNER DATE NO TES & POND SECTIONS t' C, E•TSI6WAl Lw`'� 4229-767H ST HE MARTSVXLE WA 98270 (425)3J8-O500 (360)659-5556 1720 GROVE STREET, MARYSVILLE, WASH/NQTON 98270 E1PWE507/IB/2001 460) 653-5385 CALL 4e NOURB THE CONTRACTOR$HALL VERIFY THE LOCATION OF BEFORE YOU ONi ALL UTILITIES PRXXt Rl ANY CDNWITHI N A AONABLE (3601 e6S-Q98E / FAX: l300► a88-7926 F800-ITI•QeSe INVOLVED SHALL BE NO ART F CON T RESTION. DATE: 6 6D RME PRIOR TO THE SlARi OF CONSTRUCTION. OI"