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HomeMy WebLinkAbout16419 SMOKEY POINT BLVD_004096_2026 INSPECTION REPORT ¢y1N G TO Permit No.: 4 D a LP Lot #: Address: I U 41 Ci 5m kil A-) 6 b UD Contractor: �_u +- e-, '� • Owner: /`I D Czo �.fy _ _AlC IN O 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. MH b K Lt_ 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 X Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT ¢L1N G?'O Permit No.: �0 Lot#: Q' Address: / � �WD Contractor: 4 Owner: �S�INO Date: /—O3 —ill Ix APPROVAL ElPARTIAL 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. i Inspector: Date: TYP O 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 f �❑ Draina e L3 Insulation Other: ' INSPECTION REPORT Permit No.: Lot #: V�,eZ,7LkJ Q' Address: _/� �/9 �5� ' �r•�L(CL� Contractor: 9s, ,t0 Owner:Il - �I N O Date: l oQ PPROVAL PARTIAL APPROVAL � El ❑ 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: PE 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: INSPECTION REPA? '�� 4ti1N G?'O Permit No.: Lot#: Address: /Ci .� aPF P_-Zj� Z Contractor: 9s, ,S0 Owner: IN Date: /f 9`QQ ❑ APPROVAL If—PARTIAL APPROVAL ❑ VIOLATION CJ 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. +y�i 1 ' 1 n � Inspector: Date: TY 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. � tic�-L �S--f� j,✓�// INSPECTION REPORT 4ti1N G?O Permit No.: —�f C %,� Lot #:46yrc�/ Address: Z Contractor: 17 Owner: LINO Date: /e -.30-00 ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ORRECTION 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: 4 -0, W_ - 4) ZILNM� 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 �,IN C. Permit No.: Lot #. C c� Q� O F' Address: A-7 W L-V'6 Contractor: 9 `Y 4 Owner: 713 `sIW N Gc Date: /0—,27-Cry VAL ❑ 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. 04 Inspector: i Date: ' D TYPE OF INSPECTION REQUESTED ❑ Under-floor X raming ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 11 Other: INSPECTION REPORT 4'wr NGPermit No.: Lot #:Address:/ 9 r/ Contractor:�OOwner: NO Date: �� 7 ❑ 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. L� J Inspector. Date: ` T F INSPECTION REGI 7asD ❑ Under-floor ElFraming Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ nd ❑ Struct. Slab ❑ Wood Stove �4Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: \� INSPECTION REPORT i�zJ ¢S,1N G TD Permit No.: Lot#: Address: G Z Contractor: 9 4 Owner: 425--,-_�V-70a IN G� Date: J� ❑ 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. c� Inspector: Date: PE OF KFr TION REQUESTED ❑ Under-floor ing ❑ Gas Piping ❑ Footing al1, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork 7 Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove �ough-in - ❑ Final ❑ Masonry ❑ Drainage l�^-�`�" ❑ Insulation ❑ Other: Af—L-- INSPECTION REPORT 4ti1N G TO Permit No.: C)O-y CAD Lot #: Address: lL'gn an _ !LyA_ Z Contractor: Z�sAJ�° O �S4INO� Dateer:N.f c�,►r���`Rnnh®_ P-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: TY E OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing Q Drywall, Nailing ❑ Consultation ❑ Foundation '*-6 Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT N C oiz: ?'O Permit No.:r Lot#: Address: f�o��l ���� 097-Contractor: Owner:IN O Date: 9 ❑ APPROVAL ❑ PARTIAL APPROVAL--- ❑ VIOLATION Or 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. L..ejU /Ya I v D 3 70---' Inspector: Date: YPE 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 4~IN G?'O Permit No.: 1/c I tot #: Address: j& -i O 501kz Z Contractor:JT_/2_ I N GAO Date: _ � cm APPROVAL ❑ PARTIAL APPROVAL CJ 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 F RE-INSPECTION - 24 hour n ice required. V ""i V f::-- Inspector: J Date: L- ' TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation IR Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: A2"" w t c'77, INSPECTION REPORT 1;i j, Permit No.:�(1 Vo I tot #: Address: t �' i 7� //Contractor:Owner: Date: - — APPROVAL ❑ PARTIAL APPROVAL 0 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 F RE-INSPECTION - 24 hour n ice required. nk 0 Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation IR Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: f ' 9 Cr�� �- �1�k INSPECTION REPORT y iN G .- A41 ¢ti ?'O Permit No.. ��! Lot #. Address: ZG_ 9 rx . �BL-Vlo Z Contractor: 7n 9 O Owner: c � IN G� Date: - 5�9 —a.�/ 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. V V ��- 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: 0 INSPECTION REPORT �' 4ti1N G To Permit No.: Lot #: Q' Address: �f 9 64944, �,6Z �� >� Contractor: l t�} O Owner: �f,� — 7,5 / /�i/.5c ' , IN G( 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. 1 i Inspector: Date: TYPE OF INSPECTION REQUESTED Under-floor ❑ Framing ❑ Gas Piping Footing •?_ rT ❑ Drywall, Nailing ❑ Consultation Foundation ❑ Shear Nailing ❑ Groundwork Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT NG — �� til 1'0 Permit No.: Cz Lot #. F' Address: Contractor: c/,-f'Y -ys,�t j N G,t4 Owner: Date: 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. /A I Inspector: I Date: TY E OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation Foundation ❑ Shear Nailing ❑ Groundwork echanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: | ` / j / (:: IlFy OF= CARL_ I Ns-iroK%. CONSlFRUC-r I ON f=1eRM 1 lF \ FmE:RM ][ lF NO~ 00--40S& Owner: JUBIE CONSTRi)CTION 4229 /�TH ST 0E MARYSVILLE 9827� ` � � ^ Value of Work: $571,326.0o 7hone: 360 6�9 5556 Describe Work: NEW CONST7"UCTION Proposed Use: BANK OFFICE BUILDING Legal Description: Job Address: D Contractor' s Name Type Address License# JU87E CONSTRUC7I0N GEN 4229 76TH CT NE JUBI' Q�78B6 P E R M I T F E E S Equipment and Fixtures Number Fee Total Charge ~� | ' _ _ � -- ------- 13 $7.00 $9\.00 U B T 8 T A L. ... .._ $91.00 � TOTALS Fee Permit Foe $3,571.00 F�xture $1�1.0N PIan Fee $2,321. 15 ?ark �atinn Plumb Permit $25. 00 Surfacswater Deve1 Fep $7,253.54 State fee $4. 5N Traffic Mitigation �L3,874. 0N TOTAL FEE... . . . . .. .. . . . . . . $39,214.59 CEI F PAYMENTS.. . . . . .. . . . .. . . ... $1,737.94 S TOTAL DUE. . . . . . . . . . . . .. . .. $37,476.65 DATE RECEIPi- 0 0 ^ Building Dept Project Tracking Form Contractor.:Name &address-: `: ..Permit.No." Date Re More in- Informa. Sento due bacfc called. received::: Maw, IC2 V 2-13 Y` — '� CZ7 — � -1 l.� Comments_ . 2-13 Lo-vi8s Co- a ss e c� � 1 tracking Sf tTl Cl t7l cd Z (D tTj a% Go 0 5 M 0 0 ro al 0 d C-,4 C- 0 oil r) (D ci z 0 Z 0 U) > o F-4 C� o -3 tTl 0 'TJ t:j U) 0 PI) a �-3 r m �-4 0 P� 0 r-4 z W tij 04 0 r. U) z 0 0 3 r) p 0 V ul > t7l z CD U) En rD n > nt-4 I-t 0 0 to �+ U) 0 Cz) tz (D CD z C) o CD n z ITI o -t C�n C:) r) C, I-d > z ................ } •� » �� '•c r-NGINEERING DEPARTME'►4 ll 00 ,00 City of Marysville INCORPORATED 1891 RECEIVED March 12, 2001 MAR 14 2001 CITY OF ARLIg GTON Mr. Harvey Jubie 00 -Li DI 4229 76" St NE Marysville, WA 98270 RE: North County Bank Water& Sewer Systems Initial Acceptance Dear Mr. Jubie, On March 12, 2001, 1 walked through the above referenced project for the purpose of inspection and initial acceptance of the water and sewer systems. It is my pleasure to inform you that all items of deficiency as indicated on the February 22, 2001 punchlist are corrected, and these systems are hereby accepted by this department. The following documents and fees are required to be remitted to the City of Marysville prior to the initial acceptance of this project. • Water Extension fees in the amount of PAID. • Sanitary Sewer Extension Fees in the amount of PAID. • Land Development and Construction Inspection Fees in the amount of $2,148.00. (see enclosure) • Easements; individually for the Water and Sewer systems. City of Marysville Utility Easements forms are enclosed, one each for the Water and Sanitary Sewer systems. Please contact Carl Angell, Engineering Technician, to assist you regarding these documents. • Recovery contracts: Contact Scott Adams, Land Development Technician regarding recoveries, if applicable to this project. 80 Columbia Ave. ♦ Marysville, Washington ♦ 98270 ♦ (360) 651-5100 ♦ FAX (360) 651-5099 If you should have any questions, or desire additional information, please contact this office at (360)651-5100. Sincerely, W'�ry Rick Herzog Construction Inspector /enc cc: Robin Nelson, PE, Assistant City Engineer Larry Larson, Public Works Superintendent Tom Laughlin, Construction Inspection Supervisor Rick Doan, Utilizes Construction Supervisor David Anderson, City of Arlington Project File -#WS 606-00 Field File . ,1 . . LAND DEVELOPMENT & INSPECTION FEE SCHEDULE (These fees are paid upon acceptance of the development) NAME OF APPLICANT Mr, Harvey Jubie MAILING ADDRESS '4229'76th St NE ,Marysville,WA 98270 PROJECT NAME/LOCATION North County Bank COMMERCIAL DEVELOPMENT: 1) Storm Sewer Connection Fee $100.00 N/A [4021] 2) Inspection Fees 32.3 hrs x$60.00/hr $1,938.00 [2016] Storm Drainage N/A hrs x$70.00/hr [4023] 3) Right-of-Way Permit $100.00+ $60.00/hr N/A [4024] 4) Regional Retention Facility Charge $ /lot or$ /acre N/A [4025] 5) Final Review Fee 3 hrs x$70.00/hr $210.00 [4021] TOTAL $2,148.00 RESIDENTIAL DEVELOPMENT: 1) Storm Sewer Connection Fee $100.00 [4021] 2) Inspection Fees hrs x$70.00/hr [2016] hrs x$70.00/hr [4023] 3) Right-of-Way Permit $100.00 + $60.00/hr [4024] 4) Regional Retention Facility Charge $ /lot or$ /acre [4025] 5) Final Review Fee hrs x $70.00/hr [4021] TOTAL $0.00 APPROVED: JET nt 1i1.�(%� 3/12/2001 Construction Inspectiom�Supervisor Date For Office Use Only: Date Paid Received By: Return Paid Form to the Land Development Tech.;Attn: Construction Inspector Supervisor .,: � . r� �{ � �, f I NGINEERING DEPARTMEV-dT 9city ooaamRECEIVE() of Marysville PEB 21 1 INCORPORATED I. �oo° N February 20, 2001 CITY OF ARLINCTO City of Arlington Mr. David Anderson Building Department 238 N. Olympic Ave Arlington, WA 98223 RE: North County Bank Domestic Water Service Dear Mr. Anderson, The City of Marysville does not require a double check valve assembly for the North County Bank's domestic water service. A D.C.V.A. is required for the irrigation system, and it has been installed per plan. If you have any questions, or desire additional information, please contact this office at (360)651-5100. Sincerely fcetti� Rick Herzog Construction Inspector cc: Robin Nelson, PE, Ass't City Engineer Larry Larson, Public Works Superintendent Tom Laughlin, Construction Inspection Supervisor Rick Doan, Public Works Construction Supervisor Project File /tbm 80 Columbia Ave. ♦ Marysville, Washington ♦ 98270 ♦ (360) 651-5100 ♦ FAX (360) 651-5099 _t � 1 City of Arlington General Services S � i FEB 2 2 2WI emo - ff a TO: Department of Planning and Community Development FROM: Terri Littlejohn DATE: 02/22/2001 RE: North County Bank Landscaping Final#2 The North County Bank landscaping has been corrected and has passed final inspection. 1 BA CKFL 0WS ON.- i1 RECEIVED Water Purveyor: j,, a ; cf P.O. Box 846, Kirkland, WA 98083-0846 ■ P.O. Box 44793, Tacoma'-P 4 Kirkland(425)821-5226 ■ Tacoma(253)925-1684 ■ Renton(425) the(206)224-4959-r''b New Bellevue (425)455-2102 ■ Toll Free(800)734-9626 ■ Fax(425) 820-7812 ■ Backflowsl @aol.com Existing ❑ CITY OF AAUNGTON Replacement ❑ NAME: ` �__ ►( F' / 1 ' FILE NO: SERVICE ADDRESS: • J) U(( Street t city 14, LOCATION: vi'I CROSS CONNECTION CONTROL FOR: _! ✓ TYPE ASSEMBLY: MANUFACTURER: (n�iQ�4�-� MODEL: OdoMJ SIZE: ® ' SERIAL NO: INITIAL TEST RESULTS TEST AFTER REPAIR OR CLEANING Line Pressure Pressure Drop Across Pressure Drop Across No.1 Check Valve(A) psid No. 1 Check Valve(A) psid Relief Valve Opened(B) psid Relief Valve Opened(B) psid Buffer(C)=(A-B) psid Buffer C=(A-B) psid RPBA No. 1 Check: Closed tight.........................❑ No. 1 Check: Closed tight.........................❑ Leaked................................❑ Leaked................................❑ No.2 Check: Closed tight.........................❑ No 2 Check: Closed tight.........................❑ Leaked............................-. ❑ Leaked................................❑ Minimum AG Separation: Yes No Minimum AG Separation: Yes No Passed Test: Yes No Passed Test: Yes No Line Pressure Q No. 1 Check: Closed tight......................... psid No.1 Check: Closed tight.........................❑ psid DCVA Leaked................................❑ Leaked.....................--.......❑ No.2 Check: Closed tight......................... psid No.2 Check: Closed tight.........................❑ psid Leaked................................Cl Leaked................................❑ Passed Test: Yes No Passed Test: Yes No Line Pressure t Air Inlet: Opened psid Air Inlet: Opened psid PVB Failed to Open.....................❑ Failed to Open.....................❑ Check Valve: psid Check Valve: psid Leaked................................O Leaked................................❑ Passed Test: Yes No Passed Test: Yes No AG Minimum Separation: Yes No •-• - - - • IS THIS A PROPER INSTALLATION? Yes V&4 No Water Service Found: On Off Water Service Left: On X Off REMARKS: RECEIVED Test Equipment: Make Model Serial# 0!z3j �ciurmYerification Date _ �!2 -00 Assembly Tested: Satisfactorily �_ Failed ( I CERTIFY THE ABOVE REPORT,,10 E TRUE: CITY OF ARLINGTON t / stero' tl Prin N / Phone No Initial Test By: Cert No. ' 3 Date _ � —0 signature Repaired By: Date Repair Test By: Cert No. Date Signature I� . Y CWA CONSULTANTS STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 22421 N.E.20th Street, Sammamish,WA 98074 (425) 836-2833 FAX: (425)836-3707 E-Mail: chuckw@gte.net f#A!Cef V80 July 17, 2000 JUL 2 4 Z000 North Count Bank CI7Y0C4RtIA1GT Y ON 1997 Uniform Building Codes Type of Construction: V-N Occupancy— B Stories: 1 Seismic Zone: 3 Wind Speed: 80 Wind 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. The plans are in substantial compliance with the 1997 Uniform Building Code. NONSTRUCTURAL 1. Veneer ties should support no more than 2 square feet of veneer and should be connected to a #9 gage wire reinforcement installed horizontally in the grout bed. See Sheet A5.2. 2. The facing of the insulation that is exposed to the interior should be provided with a maximum flame spread rating of 25. See Sheet A5.2. MECHANICAL 1. No mechanical plans were submitted. We can review these when they are submitted to you. 1995 WASHINGTON STATE RESIDENTIAL ENERGY CODE (WAC 51) 1. 1 did not receive any energy calculations or complete forms. If you want me to do the energy review please have the Architect submit the proper information. 1995 WASHINGTON STATE REGULATIONS FOR BARRIER-FREE DESIGN 1. The maximum side slope for curb cut ramps should be 1:12, where the width of the sidewalk at the top of the ramp is less than 48". Section 1106.4.7.3 2. All doors in the building that have a latch set or lock set should have lever-type operating hardware. Section 1106.3.1 3. Door thresholds should be shown as no higher than 1/2". The edges should be beveled at 1 vertical : 2 horizontal, with a maximum edge height of 1/4". Sections 1106.10.4, 1106.6 STRUCTURAL 1. It should be noted on the plans that "Special Inspection" is required for: Bolts installed in concrete (with 100% stress increase) Anchor bolts (Table 19-F) 2. We did not receive a soil report for this project. The engineer has used 2000 psf. If this is not acceptable than the footings should be resized. 3. The non-bearing walls should be held down from the truss bottom chord with an approved fastener (such as Simpson STC) to insure that the truss bottom chord will not bear on the wall. 4. The engineer is using the perforated shear wall procedure for the design of several shear walls with openings per APA Research Report 157. This method in not in the 1997 UBC. In my opinion this method is acceptable for single story portions of structures or the upper floor of multi-story structures. There are other methods that can be used to design shear walls with openings. I am returning the plans with our indication of review on the front sheet. 7 ;�_ Chuck Williams SE CWA Consultants Cc: BNH Architects CITY OF ARLINGT""T) DEPARTMENT OF COMMUNITY DE-_ .JPMENT 238 N. Olympic, Arlington, WA 98223 DATE JOB NO- ® Building ❑ Engineering ❑ Planning r '— Phone (206) 435-0724 FAX (206) 435.3906 ATTLNTI N (Rkr_y__TO . ��I�) RE: 1� ConSf ��so� J U N 19 2000 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via �t 1to�lo-- ' Fn�(� J 1 Iu i�ITT' ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints For review and comment ❑ O FORBIDS DUE 19 _ ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS M US"'t" AFM_y ICON' U-2a T� Atih, Sig 7V _ ��4EZ{1 rP_ GCS/ 7-141- T [�7:L i-r,7/ <f—O Aj M r TMLjV.T L. r�tTr= Gt/r�tT�k' £ 5/0'A j �l ��L7— ✓f�S rC^ /�� </Q,!djR , T7►< �-_J%I tom. L I-Sr Ftr^Z ti COPY TO RECYCLED PAPER: gyp'Contents:40%Pre-Consumer-10%Post-Consumer SIGNED: If enclosures are not as noted,kindly notify us at on . 1 I 1 71 IX- -- - II -1.•p �.,' Y+' ,%,`..i;� . � y � � �'_ \ l-�'I+�� I � .:I[� �.: �.f ���_� • 1 f 1, �� �r �. 1. �� I �., � f 1 _-1. � I WATER and,41EWER Connection Fees for RURA Rate Name: North County Bank(Jubie Const.) Date: 7/19/00 Address: 164xx Smokey Pt. Blvd.2-010,2-015 new 6652 sf bank estimate of cap Imp and ubl main fees only. CONNECTION FEES ONLY GOOD UNTIL 12-30-00 WATER 1A1'YrCORMATION 0 CAPITAL IMPROVEMENTS ALE NOT FOR S Residential - # Unit: Commercial -$1.30 Sq ft: 6652 $8,647.60 METER City Installed Size unknown Developer Installed Size FRONTAGE Per foot: $2.25 # Feet 238 $535.50 Frontage/Recovery Info: city utility main fee OTHER Other Info and/or Charges: Filing Fee TOTAL $9,183.10 SEWER CAPITAL IMPROVEMENTS Residential - # Unit: Commercial - $1.450 Sq Ft: 6652 $9,645.40 SEWER INSPECTION FEE $100.00 per connection #Connections: FRONTAGE Per Foot $11.61 # Feet 238 $2,763.18 Frontage/Recovery Info: fee in lieu of assessment ULID 6 OTHER Other Info and/or Charges: TOTAL $12,408.58 FINAL TOTAL $21,591.68 r JM ffWaoAia i Dave Anderson From: Paul Richart [prichart@ci.arlington.wa.us] Sent: Monday, June 26, 2000 7:02 PM To: Scott Stewart Cc: Kris Remle; David Anderson Subject: North County Bank Scott, I got into tie North County Bank review t 's afternoon and several questions came up. _^ The first is in regards to the drainage. The last e-mail I had from Debbie indicated she was expecting some geo-tech information. Did she ever receive this? (I'm also asking Debbie) . I have attached the review that was pending the addition of any comments based on the geo-tech report. Are these issues still outstanding? This must be considered draft until I hear from Debbie. The Land Use Permit has not been issued by the Planning Dept. WSDOT has expressed some concerns regarding the traffic study. Kris Remle and I were discussing this subject this afternoon and, even though she has been playing phone tag with WSDOT, she is going to send a single packet with the conversations and results of our discussions regarding traffic to see if this can help resolve their concern. They almost certainly don't have the complete record of how we got the final answer. Anyway, even though we are running the reviews in parallel, I don't want to officially sign the construction plans until the Land Use Permit is issued. Do you have approval from Marysville for the Water and Sewer connection? Finally we will need to issue a right-of-way permit for the work out in 35th. Since the fee is based on the cost of the improvements, I suspect that you have already covered the fee with the Civil Plan review fee. However, we still need to do the paperwork. Paul A. Richart, PE City Engineer City of Arlington P_,�� 1 LEGAL DESCRIPTION THE NORTH 2O8.71 FEET OF THE WEST 208.71 FEET OF THE FOLLOWING DE- SCRIBED PROPERTY: THE WEST 7 ACRES OF THE SOUTH 528 FEET OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 31 NORTH,RANGE 5 EAST, W.M.; EXCEPT COUNTY ROAD; AND EXCEPT THE NORTH 170 FEET THEREOF; AND EXCEPT THE SOUTH 119 FEET THEREOF; AND EXCEPT THE WEST 20 FEET THEREOF AS CONVEYED TO SNOHONIISH COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 9204220640,RECORDS OF SNOHO- MISH COUNTY,WASHINGTON. MAY 31 2000 Cl7,y OF ArRL1NGTON l � , LEGAL DESCRIPTION THE NORTH 2O8.71 FEET OF THE WEST 208.71 FEET OF THE FOLLOWING DE- SCRIBED PROPERTY: THE WEST 7 ACRES OF THE SOUTH 528 FEET OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 31 NORTH,RANGE 5 EAST, W.M.; EXCEPT COUNTY ROAD; AND EXCEPT THE NORTH 170 FEET THEREOF; AND EXCEPT THE SOUTH 119 FEET THEREOF; AND EXCEPT THE WEST 20 FEET THEREOF AS CONVEYED TO SNOHOMISH COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 9204220640,RECORDS OF SNOHO- MISH COUNTY,WASHINGTON. RECEIVED MAY 31 2000 CITY OF ARLINGTON r , , i , ,1 �1 � •#! i . .j� , il, i, �i�' S', t �� � � L , , [I ial ' Ili J�. �. IT.• y K�TY~Y K�F /�Y�������TT� `) � --n (�\�� �7��/������V�U O � ��u— uu���u`���uouuU U/�l�� � 8E���T(�1NT0F �OyNh�UN|TYD�' �YyWE�T 233 N. 0ympic, AMiogton, VIA 932Z3 � � � Enrineering Plnn 4hnno (2O6) 4�5�D�� F�% (2��) 4��'��D6 | TO RE: YVE ARE SENDING YOU OAttached O Under separate cover the items: ' | � O Shop drawings O Prints O Plans O Samples O Specifications O Copy ofletter O Change order O COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED oa checked below: O For approval O Approved aasubmitted O Roaubmit -------_cnpieuforappnma| | � U For your use O Approved aanoted O Submit—_-------cnpioofordistributinn ` | U An requested O Returned for corrections O Retorn—_-----_cnrreoted prints | � . For review and comment O � U FORBIDS DUE 19 O PRINTS RETURNED AFTER LOAN T0US REMARKS / COPY TO -- RECYCLED PAPER: �vc=mm..�mp�'o=."m�^m%�Post-Consumer SIGNED: � I r i _ ► I I i PLAN REVIEW APPLICATION CWA CONsuLrANrs 22421 NE 20�h Street Redmond, WA 98053 Phone (425) 836 2833 Fax (425) 836 3707 JURISDICTION INFORMATION 1. Location: 2. Permit Number: — 3. Code Official Name: A v I l ) S 4 Address: OPP C / r-L S 5. Phone ( )�bo--1� 7S-07)7 Ij Fax( 6. Alternate Contact Person: Phone: ( ) Fax( ) PROJECT INFORMATION 1. Name of Project: Q`y- -t cu f 1 (�A/j �- 2. Address: 1 L., )!a 5m K-4, P! hL ID Please review plans under the following edition of the Uniform Building Code: ( ) 1994 Edition PQ 1997 Edition ( ) Other. (please specify) _Full Review _Structural Only Non-Structural Only 3. Please also review plans for compliance with the following codes: Edition: _ U.M.C( ) _Energy( ) _U.P.C( )_N.E.C( ) Other( ) Specify 4. Enclosed are: 1 copy structural calculations 1 set of plan 1 copy energy calculations 1 copy specificadonsVoll&2 1 copy soil report 1 set 5. Soil Bearing Capacity: 6. Seismic Zone No.: 7. Basic Wind Speed: 8. Wind Exposure 9. Frost Line: 10. Ground/Roof Snow Load: 11. Valuation: Comments: Code Official's Signature: Date: IVY PROJECT CONTACT INF RM TION(Optionall 1. Contact Person: 2. Address: 3. Phone: ( ) Fax ( ) 4. Copy of review comments to contact person: yes no f&11111 - • City of Arlington Planning and Community Development Minor Development Permit July 6, 2000 North County Bank MN-00-015 I. PROJECT DESCRIPTION AND REQUEST North County Bank requests a land use permit to construct a 6,652 square foot bank with an attached 555 square foot covered drive-up canopy on approximately 0.95 of an acre. The site is serviced by public utilities from the City of Marysville. The zoning is Highway Commercial II. GENERAL INFORMATION 1. Applicant/Owner: Hary Jubie, 4229-761h NE, Marysville, WA 98270 2. Contact Person: Hary Jubie, 4229-761h NE, Marysville, WA 98270 3, General Location: The site is located at 16419 Smokey Point Boulevard south of the intersection of 172"d Street NE and 351h Avenue NE, in Section 28, Township 31 N, Range 5E, W.M. 4. Address of the property: 16419 Smokey Point Boulevard, Arlington, WA 98223 5. Description of Proposal: To construct a 6,652 square foot bank with an attached 555 square foot covered drive-up canopy with 43 parking spaces 6. Approximate Acreage: Approximately 0.95 of an acre, or 41,488 square feet 7. Comprehensive Land Use Designations, Zoning Designation and Existing Land Uses of the Site and Surrounding Area: AREA LAND USE DESIGNATION ZONING EXISTING USE Project site Highway Commercial Highway Commercial Vacant North of site Highway Commercial Highway Commercial Single Family South of site Highway Commercial Highway Commercial Duplexes East of site Highway Commercial I Highway Commercial Vacant West of site Highway Commercial Highway Commercial Commercial FAHOME\Kris\North County Bank\Permit.doc ;kjr;7/6/00 Page 1 of 5 8. Public Utilities and Services Provided by: Water: City of Marysville Cable TV: TCI Cable Sewer: City of Marysville Police: City of Arlington Garbage: Waste Management Northwest Fire: City of Arlington Storm Water: City of Arlington School: Arlington School District #16 Telephone: General Telephone Hospital: Cascade Valley Hosp. Dist. #3 Electricity: Snohomish County PUD #1 Gas: Cascade Natural Gas 9. Public Notification: Minor Permits are exempt from publication (UDC VII.C.5.c. and g. and WAC 197-11-800 (6) a). III. ENVIRONMENTAL REVIEW An MDNS was issued on May 17, 2000, with a 15-day comment period followed by a 10-day appeal period; no comments were received. Additional environmental information was requested and reviewed. Mitigation measures from the MDNS are included as conditions to this project. IV. BACKGROUND The subject minor development permit review application was received by the City of Arlington on March 8, 2000, and the application was deemed complete on April 5, 2000. A minor development permit is an administrative review process per City of Arlington Uniform Development Code (UDC) Chapter VII, Sections C.1 and C.5. V. FINDINGS OF FACT ✓ 1. Application Process: The minor development permit/environmental review application was received by the City of Arlington on March 8, 2000. The application was deemed complete on April 5, 2000. A minor development permit is an administrative review process per City of Arlington Uniform Development Code (UDC) Chapter VII, Sections CA and C.5. 2. Comprehensive Plan and Zoning: The City of Arlington Comprehensive Plan identifies this area as being Highway Commercial. The subject property is zoned Highway Commercial per UDC, Chapter III, zoning map, Page III-2. Personal Service Establishments are a permitted use per Chapter V, Section H, of the UDC. i/ 3. Lot Dimensions. Density and Related Requirements: The proposed development complies with the minimum lot dimensions for a personal service establishments (0.5 acre in size and 100-foot minimum width) and yard setbacks (front 25 feet, rear 25 feet, and each side 10 feet) and with maximum building height (50 feet). Lot coverage is not applicable in the Highway Commercial zone. The proposal is in compliance with the airport height regulations per Arlington Municipal Airport staff. ✓ 4. Non-residential Performance Standards: The proposed development must comply with the standards of performance for noise, lighting, odors and gases, particular matter, electrical interference, hazardous materials storage, waste FAHOME\Kris\North County Bank\Permit.doc ;kjr;7/6/00 Page 2 of 5 i i . .ff - - - - - - � - disposal, open storage, maintenance and alterations, and hazardous waste facilities per UDC Chapter IX, Section 6.2. 5. Off-Street Parking: The proposed use as calculated per UDC Chapter IX, Section CA Parking Requirements, requires 27 parking spaces, at 4 spaces per 1,000 square feet of gross floor area, which is 6,652 square feet. The proposed site plan show$,43/parking spaces, two of which are handicap accessible, which meets the minimum requirements. ✓ 6. Landscaping: The final site plan shall comply with the requirements of UDC Chapter IX, Section N, Landscaping. The required landscaping for personal service establishments (Banks) use is category B, which requires 10 feet of Type III landscaping adjacent to all street frontages. The landscape requirement for the parking area is a minimum of 17-1/2 square feet of landscaping for each parking stall for the first 50 spaces and 35 square feet for each parking space over 50 per Chapter IX, Section N.7. The landscape plan reflects sufficient frontage and parking area landscaping to meet the general landscape requirements specified in Chapter IX, Section N.7. Plant material must be guaranteed for one year with any replacements guaranteed for one year also Transportation: The proposed development fronts on Smokey Point Boulevard �,Q - (frontage road); no improvements are required on Smokey Point Boulevard. Transportation mitigation fees shall be paid to WSDOT at $81.73 for average daily trips along SR-531 at 1-5 on/off ramps and $92.01 for trips along SR 531 or between 43`d Avenue NE and 671h Avenue NE, and to the City of Arlington at $1,038.00 per p.m. peak hour trip. �$. Stormwater Management: The City has adopted storm drainage requirements per Arlington Municipal Code Chapter 16.10, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual). Site plan drawings with a proposed drainage system have been submitted. A preliminary review of the system indicates that it will probably work. Per City of Arlington Ordinance 1216, there shall be a payment of storm water system development fees to the City of Arlington at V" $374.00 per 2,000 square feet of impervious surface area. 9. Critical Areas: The site contains no identified environmentally sensitive areas. 10. Park Mitigation and Impact Fees: The project will employ 10 people, who will use the City's park system. Per UDC Chapter XI, Section B.4, there shall be a payment of 5 cents ($0.05) per square foot of land per approved site plan. 11. Water and Sanitary Sewer: Adequate water and sewer service is available to the site from the City of Marysville; utility services to the building and fire hydrants and fire protection as required will be reviewed when construction drawings are submitted. All existing and planned utilities shall be shown on the site plan and a utility commitment letter from the City of Marysville shall be provided. , 12. Criteria for Approval of an Application and Issuance of a Permit: Per UDC Chapter VII, Section D, Criteria for Approval, the Department of Planning and F:\HOME\Kris\North County Bank\Permit.doc ;kjr;7/6/00 Page 3 of 5 n - Community Development is required to review for compliance the following criteria before an application can be approved. a. The development is consistent with the dimensional, density requirements and Performance Standards of the UDC and other applicable laws and regulations; and b. The development as proposed incorporates, to the maximum extent feasible, mitigation measures to substantially lessen or eliminate all adverse environmental impacts of the development; and C. The applicant has presented certification that the applicant has filed and paid all the taxes, penalties and interest, and that the applicant has satisfactorily made agreement to pay the taxes (NOTE: this requirement is only applicable to subdivision plats); and d. Prior to final approval the applicant has followed all permit processing procedures and paid all applicable land use fees. VI. CONCLUSIONS 1. The proposed construction as noted and conditioned is consistent with the City of Arlington Comprehensive Plan and is allowed in the Highway Commercial zone. 2. The requested minor development permit as conditioned meets all UDC requirements, including Chapter VII, Section D, Criteria for Approval, and all other applicable codes. 3. The minor development permit should be approved subject to conditions noted below. VII. DECISION 1 _ - The minor development permit is hereby APPROVED, subject to the following conditions: J ` 1. Attached is the approved site plan subject to any conditions or modifications that may be required as part of the minor development permit. 2. Prior to issuance of a building permit, the applicant shall file, drainage plan and construction plans, meeting the following conditions, in conjunction with a y1� building permit application. The final site plan shall comply with all requirements of the Unified Development Code, Uniform Building Code and Uniform Fire Code. Please note a water and sewer utility commitment letter from the City of Marysville. 3. Prior to issuance of a building permit, the developer shall submit proof of payment of all required mitigation payments (transportation mitigation fees to WSDOT at $81.73 for trips along SR-531 at 1-5 on/off ramps and $92.01 for trips 1��t along SR 531 between 43`d Avenue NE and '" Avenue NE, which is a total of 42 average daily trips, for a total of $3,597.14 and to the Ci of Arlington At $1,038.00 per p.m. peak hour trip, w is is 23, for a total o $23,874.00,1and park mitigation fees to the City of Arlington at 5 cents per square foot of land per F:\HOME\Kris\North County Bank\Permit.doc ;kjr;7/6/00 Page 4 of 5 f ayRroved site plan, which is 0.95 of an acre or 41,488 square feet, for a total of -$2,074.40).� 4. Prior to issuance of a building permit, the developer shall pay per City of Arlington Ordinance 1216, a payment of storm water system development fees to the City of Arlington at $374.00 per 2,000 querg_feeiof impervious surface area, which is 38,789 square feet, for a total of�$7,253.54. 5. Prior to issuance of a building permit, the developer shall clear all outstanding land use permit-processing accounts with the City. 6. The minor development permit shall become null and void if use and reliance is not established within one year of the below date of approval. VIII. EXHIBITS 1. File MN-00-015 (on file at City Hall) 2. Approved Preliminary Site Plan received March 8, 2000 ORDERED THIS 6TH DAY OF JULY 2000. afl-- - Cliff trong, Plan 'g Manager Responsible O ci I Distributed the ollowing Party of Record: Hary Jubie, 4229-76th NE, Marysville, WA 98270 Department of Public Works, Paul Richart Building Department, Building, Dave Anderson Water and Sewer Department, Terry Castle F:\HOME\Kris\North County Bank\Permit.doc ;kjr;7/6/00 Page 5 of 5 �, ti `i ENGINEERING & STORM DRAINAGE PERMIT #r Oq�v DATE: �I&7 — 00 NAME: h l0t Ttf COULD JUG/E COIJ S ADDRESS• /. 6, / / L� 07 8L vio i TYPE OF BUILDING: PLEASE NOTE ALL NECESSARY CORRECTIONS OR REQUIREMENTS ON SITE PLAN IN RED. APPROVED\YES DENIED\NO STORM DRAINAGE DRAWINGS STORM DRAINAGE CALCS � ROW REQUIRED AMOUNT REQUIRED: EASE EXT REQUIRED AMOUNT REQUIRED: CURB-rS��,�a,�Ds GUTTER SIDEWALK PAVING TRAFFIC MITIGATION U,�P✓rn�'� TOTAL-ADT x $50: , AMOUNT OF MITIGATION FEE: CITY ENGINEER: DATE: � �Qcl-LPCX � r'c>G �'^ � ir�ag2 -p Iclns Are Nci+ r � V Clp� a UP n/C — �pp1rojocA cArrjuj l,,js L-je rt e �Y' c�d� �o re Yirco II i- T � IR top u p.S'�ro� n7�/�A rs �a /' 'S.: �, � 4 PEAK ENGINEERING, IN _ P.O. Box 957 1720 Grove Street Marysville, WA 98270 DATE ���� n� JOB NO.� '�� (360) 658-6986 FAX (360) 658-7826 ATTENTIONr e-mail: peakeng@gte.net TO RE: WE ARE SENDING YOU /I, Attached ❑ Under separate cover via - _ -the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications Ci Copy of letter ❑ Change order ❑ - COPIESDATE NO. DESCRIPTION 25TRU G v Lj S/ ' Aj THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: VS If enclosures are not as noted,kindly notify us at once ---mmu- r ON �Tf r■1�1r.� a z:m ■ . I I — I 1 Ti 1 11 11 :r II I VU 1 "• • y I J III • • 1 I II I I 61 1 Nov. 1 'lll 1 1111 1 1 I Jul 20 00 12: 05p BAKER ENGINEERS INC PS (425) 771 -6666 p. l IF_ PIN =allol;d em `AIN rrslwol�oN9 m o gj ry L691-9�@B6 , A 'bm 'QOo�TtTq"-j � CIOOMNA U l >iNV9 .LIM103 HINON Z Q 'Me HIM OZ99 ZZ w 11 p 0 L6 9 91 X0 'O d I 3 w VNI 9N33 I fib`G 11VM VMNIV136 ° I: Q ww ow elf 0./ Z V U ��C\ V� N w �� En z �O ' LU w^zm 1.0 � � ZIn�Q 0 �`q9 � 2 oc 0�LU x� mwIL= W_ 'V Dan w-1 Ll� w �d) � mcvcn Um to ,� ,� U�nQQ - — [L' �ZOZ 4�lZLL 'U�+- s� C� 00>Ug! ° _ ~ LLIU LjjU0 0 A in > I Q> oPIP9 � > tQ ! 1pq- ��{L :I�IIIl1�111i1 I Q m m m n - u► Jill, Q _ 4s R - r. qu ;npj «� UI.L - 3J _ lei TownerlSchuldlCanfield, LLC CONSULTING ENGINEERS 7929—44"'Ave. W., Suite F Mukilteo, WA 98275 425-513-6868 FAX: 425-267-3393 STRUCTURAL ENGINEERING CALCULATIONS CLIENT: Jubie Construction Company PROJECT: NORTH COUNTY BANK LOCATION: 16419 — §nwk t Boulevard A .H' 23 U Enclosed calculations valid fort a o I , nl ut rized copies display a colored wet stamp and colored wet signat ver i n A others are unauthorized copies. � si�sr, �O. RECI5IL"�� NAL F'G� EXPIRES 10/18/ I1 PROJECT NO. C00015 May 24, 2000 Enclosed Calculations Performed By: Clayton M. Canfield, P.E. RECEIVED MAY 3 1 2000 CITY OF ARLINGTON cd- qC7� N ,}� ' j taw I I �� , _ � ,1� � _ ` r . * i� ,. � _ - __ � T Towner\SchuldWanfield, LLC a Limited Liability Company CONSULTING ENGINEERS Experienced in Structural Analysis and Design 7929—44"'Ave. W., Suite F Mukilteo, WA 98275 425-513-6868 FAX: 425-267-3393 DATE: CLIENT: o PROJECT NO: 7 0 �y � PROJECT: /l�o/e i CB/141771 ,EAV X- LOCATION: JURISDICTION: APPLICABLE CODE: 1997 UBC 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: (16) psf EXT. BALC: (60) psf FLOOR: (str): '� (10) psf _ — psf MECH'L: 00) psf WIND: '�(80) mph EXP: '�(B) PARTITIONS: �— (10) psf SEISMIC ZONE: `�(3) TOTAL FLOOR:_ -,-" (10) psf SOILS: (Information based on ✓ UBC minimums, U Owner's engineered soils report) SOIL WEIGHT: (I 10) pcf MAX. BEARING CAPACITY:__!L--(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)=✓Gravity 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, — marked 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° Town er\Sc h u ld\Ca nfield a Limited Liability Company CONSULTING CIVIL ENGINEERS Experienced in Design and Engineering of Structures 7929-44'"Ave. W., Suite F Mukilteo, WA 98275 425-513-6868 FAX: 425-267-3393 DESIGN LATERAL FORCES SEISMIC: Zone 3 DESIGN WIND PRESSURES FOR LATERAL ENGINEERING: Wind Pressure vs. Height and Exposure (Expressed in pounds per square foot) 80 mph Wind Speed qs=16.4_ Horizontal Pressure: Uplift Pressure: Height: B C D B C D 40-50 ft: 17.9 27.9 34.5 9.6 15.0 18.6 30-40ft: 17.1 27.1 33.7 9.2 14.6 18.2 25-30 ft: 16.2 26.2 32.8 8.7 14.1 17.7 20-25 ft: 15.4 25.4 32.0 8.3 13.7 17.2 15-20 ft: 14.3 24.1 30.9 7.7 13.0 16.6 0- 15 ft: 13.2 22.6 29.6 7.1 12.2 15.9 Note: For simplification, at times the average or maximum pressure over the tributary area is used. References Used: 1. A.P.A. Report#157 Provides a method for determining the strength of shearwalls with openings. Allows use of entire wall for overturning calculations. 2. "Timber Construction Manual' American Institute of Timber Construction 3. "Design of Wood Structures"Third Edition, Breyer TSC-1-80 Page iii 'r. -. Town er\Schuld\Canfield, LLC a Limited Liability Company CONSULTING ENGINEERS Experienced in Structural Analysis and Design 7929F—44"'Ave. W, Mukilteo, WA 98275 425-513-6868 425-267-3393 1997 UBC SEISMIC DESIGN CRITERIA PROJECT NO. 6709©/L�' DATE: CLIENT:, J��/� PROJECT: SEISMIC ZONE: 1. 2. 3. '_4. OCCUPANCY CATEGORY: 1 2: 3. /4/ or 5: STRUCTURAL SYSTEM: TYPE: 1. Bearing Wall ---�'2. Building Frame 3. Moment Frames 4. Dual R: S S S2o: �- IRREGULARITIES: 1. Vertical: 2. Plan a)Soft Story a. Torsional b)Weight(Mass) b. Re-entrant comers c) Geometric c. diaphragm discontinuity d) In-Plane Discontinuity in VLSFS d. Out of Plane offsets e) Weak Story e. Non Parallel systems SOIL PROFILE TYPE: Sa— Sb_Sc_,Sd�UBC default) Se_Sf_ BUILDING HEIGHT: h = Ft. STRUCTURE PERIOD: T=C�(h„314)= If T>0.7,V=W(C,II if T<0.7,V=W(2.5C./R) DYNAMIC ANALYSIS REQUIRED? _ 1. Height> 240 ft? Yes_No 2. Stiffness,weight, or geometric vertical irregularity of Type 1, 2, or 3? Yes_No= 3. a. Over 5 stones or 65 feet? Yes—No b. Seismic Zone 3 or 4? Yes—No— c. Structural System changes with height? Yes_No_ 4. a. Soil Profile Type Sf? Yes_No b. Period > 0.7 seconds? Yes_No— BASE SHEAR: 011w, k. (see lateral calculations) REDUNDANCY FACTOR: rum= 00 `(see lateral calculations) Ae= G510 Sf p= 2- 20 = — �e 8 (Min. 1.0< p< 1.5 Max.) Amax 4 e . Tsc-seis Page iv Towner\SchuldTanfield a Limited Liability Company CONSULTING CIVIL ENGINEERS Experienced in Design and Engineering of Structures 7929—44'n Ave. W, Suite F Mukilteo, WA 98275 425-513-6868 FAX: 425-267-3402 TYPICAL DESIGN WEIGHTS OF BUILDING SYSTEMS: ROOF SYSTEMS: Composition Roofing: 2.0-6.0 psf 1/2" CDX 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 plf 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 plf FLOOR SYSTEMS: Flooring: 2.0 psf 3/4"CDX 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) TSC-MWTS Page v 'Towner\ Schuld\Canfield, L.L.C. w _ Project No. l'otqe)S CONSULTING CIVIL ENGINEERS Structural Analysis and Design Client: �����= Project: 6TY F Subject: By: a Date: s LOP.v WALL- TO 1&s -TtbS IF SS A R!44 W_t.DJ-t•1- _ � = } '�� —l �.�M- 1�-- ✓ , - - ........ -- - -- -!- - - - -- � I 7929-44th Ave W. Suite F WOW, WA 98275 Ph:(425) 513-6868 FAX., (425)267-3393 ... r: Towner\ Schuld\ Canfield, L.L.Q. Project Nc.. C60,9)s CONSULTING CIVIL ENGINEERS Client: ,�u$1 15 Structural Analysis and Design Project:h�-,! 8 Subject By._4: 1d ,� Date: � ApK;q - ---I,3 ao ss9 - 3 lA�L'_ (;O?ep : L 7r,'7 Iry i 7929-44th Ave W. Suite F Mukilteo, WA 98275 Ph:(425) 513-6868 FAX (425)267-3393 '..1 i . r _ ` 1 I Towner\ Schuld\Canfield, L.L.C. Project No. e,00I�� CONSULTING CIVIL ENGINEERS \' Client: Structural Analysis and Design Project:_�lGTY �,9�� Subject: By. C Date: d a OF I �' !R -1 - 7.1, � I I Fn ekn -- - , - - y - �- - -� - - P3-sue ; -- ! ! I - I I pc 7929-44th Ave W. Suite F Mukilteo, WA 98275 Ph:(425) 513-6868 FAX: (425) 267-3393 Towner\ Schuld \Canfield, L.L.C. .� Project No. 6Wf57)S' CONSULTING CIVIL ENGINEERS Structural Analysis and Design Client: (g!C Project: G Subject: By. (ovoly r - — - - � f 7929-44th Ave W. Suite F Mukitteo, WA 98275 Ph:(425) 513-6868 FAX.- (425)267-3393 Title: North County B Job#C00o15 Dsgnr: C.M.C. Date: Description: Scope: Gravity,Lateral,Foundation L-Ow.50WO, Timber Beam &Joist Page 1 Description 2A - Mechanical Room Floor Joists Timber Member information - A 2J1 Timber Section 2x10 Beam Width in 1.500 Beam Depth in 11.250 Le:Unbraced Length ft' 0.00 Timber Grade Hem Fir,No.2 Fb-Basic Allow psi`: 850.0 Fv-Basic Allow psi 75.0 Elastic Modulus ksil 1,300.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status Repetitive Center Span Data Span It 14.00 Dead Load #/ft, 20.00 Live Load #/ft 80.00 Cantilever Span Span it 5.00 Uniform Dead Load #Ift 20.00 Uniform Live Load #/ft 80.00 Results Ratio= 0.9027 Mmax @ Center in-k 27.92 @ X= ft 6.83 Mmax @ Cantilever in-k -15.00 lb:Actual psi 882.4 Fb:Allowable psi 977.5 Bending OK fv:Actual psi 62.2 Fv:Allowable psi 75.0 Shear OK Reactions @ Left End DL Ibs 122.14 LL Ibs 560.00 Max.DL+LL Ibs 682.14 @ Right End DL Ibs 257.86 LL Ibs 1,031.43 Max.DL+LL Ibs 1,289.29 Deflections Center DL Defl in -0.052 L/Defl Ratio 3,227.2 Center LL Defl in -0.299 L/Defl Ratio 562.1 Center Total DO in -0.351 Location ft 6.944 L/Defl Ratio 479.0 Cantilever DL Defl In; 0.030 Cantilever LL DO in 0.120 Total Cant.DO in 0.150 L/Defl Ratio 797.5 �9 —j' r 1 _ i `INBIt 100.00#M j j i—� !�l-l�-�l� 100.00#M 100.00#M ' + 100.00 sa 14.00 ft 5.00 ft Mmax-27.91 irfk at 6.83 ft from left Omax=-0.3507 in at 6.94 ft from left Mmax C ripM=-14.99 in-k Rl:max 682.142 lbs Rrmax-1289.285 Ibs Max DO Q rift end a 0.0000 in 6 � Towner\ Schuld\Canfield, L.L.C. Project No. Gaon ls— CONSULTING CIVIL ENGINEERS Structural Analysis and Design Client: i���F • Project; Subject: By.�_� Date: vv L.a. jac �n�p'p = a2dA��1�J sit J/V • 4* -I IF Ply C-1L- - rwy%^ _ 1 i - ---- -- - - - 7 - 7929-44th Ave W. Suite F Mukilteo, WA 98275 Ph:(425)513-6868 FAX (425)267-3393 ��: .` I Towner\ Schuld \ Canfield, L.L.C. Project No. CONSULTING CIVIL ENGINEERS Client: O-W 91 Structural Analysis and Design ' Project: Subject: (:fV )PA)z 1-604 By. Date: nr7 V - F'•j '✓ — - - ' - - I i //t EA I �,.�►,gib � v = (��) �2:� -- �� �4) +- C���G� ��� _. -�.�, �,x�— A i Arppl i �4.. --- -1 -� - -�-- I- -� --�- - , - ---- r 7929-44th Ave W. Suite F Mukilteo, WA 98275 Ph:(425)513-6868 FAX (425)267-3393 r r x, t� it Town \,CJltlJd\Canfield, LLC Projoct No. Client: TU81L jG Project: Date: By l o a © o .'1 0 ® 0 1 0 O 4 I 27-4 i 0.m ._B. 2- _ .B._ - 4'-0- 32•-B' - - — — — _ — SPACE 102 poi E'W TELLERS OP[R. \J MANAGER CTS. 104 WORK 106 _ ' VAULT t03 SPACE � fll✓\ ,01 105 0) Im ion I i ® o, LOBBY CFO a 107 w� " 71 ADMIN. ASSIST. LOAN 123 I OPCR. � FICER 1 105 J 120 wl _ lol CEO CCO V 121 122 �.J 0 __ .... po- LO LJI FFICER 2 119 io1 ion log Q m� " -ry � LOUNGE� I� I) CO eF. loi JAN. �m 109 0. ILUUUJJJ 115 poi ❑ cI L WOMEN 0 0 EN 14-10 SPEGALIST 116 O 0 1'14 _ �l--.L� 117 BOARD RIOO.1N�❑ " SiRAGE 110 s vu[ 1 33 ai m 3_ FILE STORAGE j CONTROL ri;i i (�-2 sr. � r• . t. I I I Towner\ Schuld\ Canfield, L.L.C. Project No. 000) CONSULTING CIVIL ENGINEERS '� Client: �fu 8 Structural Analysis and Design ,� , 1 E ` - Project: k- Subject: By: e-- Date: v 7- ;IBM vW I f 3�2 q9v vs _ 637 3!l En -FT I 7929-44th Ave W. Suite F Mukilteo, WA 98275 Ph:(425) 513-6868 FAX: (425)267-3393 .- � . .. .�.;� I I I Towner\ Schuld\Canfield, L.L.C. Project No. 00 00!b- CONSULTING CIVIL ENGINEERS W;mm�� Structural Analysis and Design Client:� Project: Subject: By: (`ifiYlr Date:O/T vo i --�4—F - 1 �. 6q2&e)/6-7+ -2,04- S 10) -7) 0 7929-44th Ave W. Suite F Mukilteo, WA 98275 Ph:(425) 513-6868 FAX. (425)267-3393 rr. I 'Towner\ Schuld\Canfield, L.L.C. .� Project No. CONSULTING CIVIL ENGINEERS Structural Analysis and Design Client. J-U SIB Project. g Subject: By:— Date: v a 25 (_-2:2 74 1b) I --l. I - - I. - _ 792,9-44th Ave W. Suite F Mukilteo, WA 98275 Ph;(425) 513-6868 FAX. (425)267-3393 �, - I'' :*• 4 ;, Towner\ Schuld \ Canfield, L.L.C. r-fuja,, 1vu. e ood►s CONSULTING CIVIL ENGINEERS 151 Structural Analysis and Design Client: �7� - Project:_�_•—GL'�t�L�•�- _... _-- Subject: By: Gg' JC Date:57 14- va f 1 I toy, l o 3�j �B �� a,4o 1 so I sw-4 , g-CfTq s S6 /tl lu �� 51�� svt� PL-A U-S �(.0, Y s p/t ClAL(4 o� / :All - i -- I'NJ-A- (7-1e) 67 �4v) -2) 13, q�� - --- 1- 7 -4 —L-4- I f I P,, �v -r .__ 7929-44th Ave W. Suite F Mukilteo, WA 98275 Ph:(425)513-6868 FAX.- (425) 267-3393 Ak. r I Towner\ Schuld\Canfield, L.L.C. Project No. C09eJs CONSULTING CIVIL ENGINEERS •'� Structural Analysis and Design Client: �� g)E Project: Subject: By.--,C C Date: Ov 60 V' F' 3 Flo/, �a Ga Ali IT i U'w- �)I- s° t,��O� t�+ f- l�-r -- I, I � _- .1.- I- -• sow 7929-44th Ave W. Suite F Mukilteo, WA 98275 Ph:(425) 513-6868 FAX: (425) 267-3393 _ � , t ,:�� -Towner\ Schuld \Canfield, L.L.C. Project No. (f Od1S CONSULTING CIVIL ENGINEERS Client: Su�1 Structural Analysis and Design Project:l���CiT_yJ Subject: A R-WEF— TR P-r-.t C7)� vim By: (2 YlC- Date: C7 6"k v"1- b-cl) f c-FF � f- GH61AD Fo12-c67 01a/�o . I - __. --- — 7929-44th Ave W. Suite F Mukilteo, WA 98275 Ph:(425) 513-6868 FAX: (425)267-3393 :j � R' R 1 Towner\ Schuld\Canfield, L.L.C. - Project No. C OoV) �— CONSULTING CIVIL ENGINEERS `' Client: S��1 Structural Analysis and Design � : �'', Project: G Subject: 5r-u QS By:_2,JeJ4f _ Date: GA -Fe d;� 6,'A C ` ►� T—p ea f- STLI n S d(o -_O._G. Y_- --, b-=-O 8$ 4 r I ID �l9. C- �Y �� ✓ 1a p. f g v/ ^�• �v7// D. S� ✓ __ 1,4.) 6 �[ t7 ���)� r ole.-- �ll�dJ2n'114 - v1 ct� L...sVEFL � 'l)v T'tl 7929-44th Ave W. Suite F Mukilteo, WA 98275 Ph.(425) 513-6868 FAX.- (425) 267-3393 1 Towner\ Schuld \Canfield, L.L.C. .� Project No. a ood IS CONSULTING CIVIL ENGINEERS - Structural Analysis and Design Client: 21DOI C --- Project: 1L Subject EO u N /a Tl e7g By: v 1 T 4-1 ) � -,- -11710 - - I i f 7929-44th Ave W. Suite F Mukilteo, WA 98275 Ph:(425) 513-6868 FAX.- (425)267-3393 .�., ti 'Towner\ Schuld\Canfield, L.L.C. zz CONSULTING CIVIL ENGINEERS Project No. �Ood 15 Structural Analysis and Design Client: S�t.k�l E Project. or Z Y— Subject: By.__60Date: 3JTe/zl4(Z AL - (�-►74��J -�) L�� (o.9) (-J O)(°,�s 7s� �G� " �•s•�.-1.t,v '"�- - --i . —' i �/= 1� � . �) ,ill ) ; . __ 1 •-� - - � - -- -- t,- I LL F. F 4 s 7929-44th Ave W. Suite F Mukilteo, WA 98275 Ph:(425) 513-6868 FAX.- (425)267-3393 "Towner\ Schuld\Canfield, L.L.C. Project No. C'doe I CONSULTING CIVIL ENGINEERS Is- Structural Analysis and Design Client: S�f�I � Project:_�_� GT`( RIB- Subject: By:—Q44�-- Date: - ' _ -- J-I 61, (-qv) A/ Us�: �J / _ I t _ 7929-44th Ave W. Suite F Mukilteo, WA 98275 Ph:(425) 513-6868 FAX (425)267-3393 r•> �,� . � s y' J 1994 Washin ton to Nonresidential Eneriv Code Coo liance Form • • - • April 1994 1994 Washington State Nonresidential Energy Code Compliance Forms Project Address / / . 1 , l• Date 5 Z l D Project Info t� For Building Department Use Applicant Name. Applicant Address: 2t- Applicant Phone: lZ , Project Description New Building ❑Addition ❑Alteration ❑ Change of Use Prescriptive aC nt Performance ❑ ENVSTD ❑ Systems COII1 liance O HOn p P (See ecision Flowc (over)for qualifications) Space Heat Type ❑ Electric resistance All other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior s 100 equals '/.Glazing Note:Below grade walls may be included in the (vertical 8 overhd) divided by Wall Area time 0 Gross Exterior Wall Area if they are insulated to P X 100 �� the level required for opaque walls. `` G Concrete/Masonry Option ❑Check here if using this option and if project meets all requirements for the Concretei?Aasonry Option See Decision Flowchart(over)for qualifications Enter requirements for each qualifying assembly In the table 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 If project qualifies for Concrete/Masonry Option,list walls Roofs Over Attic with HC>9.0 Btu/ft'•'F below(other walls must meet All Other Roofs Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Opaque Walls Below Grade Walls Wall Description U-factor (including insulation R-value&position) Floors Over Unconditioned Space Slabs-on-Grade Radiant Floors Maximum U-factors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC(or SC) Vertical/Overhead Glazing Semi-heated space' Minimum Insuladon R-values Roofs Over Semi-Heated Spaces' 'Refer to Section 1310 for qualifications and requirements RECEIVED d Notes: MAY 31 2000 CITY OF ARLINGTON (z - 7 �� � 1994 Washington State Nonresidential Ener Code Com liance Form EnvelopeZone' 1994 Washington State Nonresidential Energy Code Compliance Forms April,1994 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 at determining budding envelope Electric Resistance:Space heating systems which use electric resistance elements requirements,the following two categories comprise all space heating types i 1 as the primary heating system including baseboaW,radiant and forced au units Other.All other space heating systems including gas,solid fuel,oil,and propane 1 Start I where the total electric resistance heal capacity exceeds 1 0 Wilt'of the gross space heating systems and those systems listed in the exception to electric - conditioned floor area Exception:Heat pumps and terminal electric resistance resistance (continued at right) T heating in variable air volume distribution systems Electric — — Resistance —no Heatli yes All Masonry Mason All walls R-11 ­�Wall Criteria OK? Masonry rpsulation� no (below) yes Wall C OK� F walls R-19 ' Yes (below) no utsulaaon'7 Yes ^O' 'I no yes <40% y_ _ 4 25% <20%'- < [y% Glazing') no T` no Glazing? --Glazmg3-no no'Glazing? Yes I i r Yes yes I yes I All Insulation Installed'-r �� I All insulation installed) All Insulation Installed A pan InsmlledP Opaque Wails R-11 ' Opaque Walls R-11 , ;Opaque Walls R-19 I C Opaque Walls R-19 j Below grade walls(eiit) R-10 I I Masonry walls(Int) U-0 19 I Masonry walls pnt) U-0 19 ( 1 Below grade walls(ext) R-10 I Below grade walls(othr)R-11 Masonry walls(other) U•0 25 'Masonry walls(other) U-0 25 I I Belau grade walls(otter)R-19 Roots over attics R-30 I i Below grade walls(eut) R-10 + I Below grade walls(ex) R-10 ;Roots over attics R-38 mAil other roots R-21 i Belau grade walls(othr)R-I I j Betow grade walls(othr)R-19 �AII other roofs R-30 'Floors over uncond sp R-19 Roots over attics R-30 Roots over attics R-38 IIiI IFloors over uncond R-30 Slabs-on-grade R.10 I �Il othcr roots R•21 All other roots R-30 I 1 'Slabs-on-grade R-10 ;Radiant floors R-10 i Floors over uncond sp R-19 l !Floors over uncond R-30 11 'Radiant floors R-10 i Opaque doors U-0 60 I I f Slabs-on-grade R-10 ;Slabs-on-grade R-10 I :Opaque doors U-0 60 (Radiant floors R-10 i ;Radiant floors R-10 Glazing Criteria Met') I (Opaque doors U-0 60 Opaque doors U-0 60 i Glazing Crrtena MeC Glazing Vert. OH ' i ,Glazin Vert OH Area% U U SHGC I Glazing Crrtena Met? Grazing Crrtena Met r i 9 00-15% 090 145 1.00 1 Glazing Vert OH I GlazingVert OH -� ( Area% U U SHGC �% 0 40 0 80 1 00 15-20% 075 1 40 100 ! Area% U U SHGC Area% U U SHGC I 20-30% 060 1 30 065 t i 00-15% 090 145 1 00 00-20% 0 40 0 80 100 i 30 40% 0 50 1 25 045 115-20% 075 1 40 1 00 I yesi no 20-30% 060 130 065 yes no 1 no yes I 30-40% 050 125 045 ( 1 1 I no yes I I Prescriptive I Path Allowed (Component Performance or Systems Analysis Required 'If the area Concrete/Masonry Option* Wall Heat Capacity (HC) weighted heat Assembly Description Assy.Tag HC" Area(so 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 Totais Section 2009. Area weighted HC:divide total of(HC it area)by Total Area . t 1994 Washlno' p State Nonresidential Ener Coo,- "om liance Form Envelope UA Calcu"Mions Climate Zone ENV-UA', '464 YYasr.ingtor Sure Norresiaantsal E^e,gy Coae Comphance Forms Aord 1994 Project Address //„�j� - _e, Ar, r L-? Date R� 7 fG / Space Heat Type ❑ Electric resistance VLAII other For Building Department Use Glazing Area as%gross exterior wall area 7 % Concrete/Masonry Option ❑ Yes XNo 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= Plan ID 66x C U= Plan ID ' Glazing% Electric Resist. Other Heating o, U=�� Plan ID �� ij` GA I f 1 ' / 0-15% 040 vN U= Plan ID /� C / S" >15-20% 0.40 0.75 � Frio � �� „// I , � )/ > t9 U= Plan ID / / /� I �L�%°— >20-30% not allowed 060 U= Plan ID: >30-40% not allowed 0.50 U= Plan ID: (see Table 13-1 for ConclMasonry values) U= Plan 10: U= Plan ID: Glazing% Electric Resist. Other Heating o, U= Plan ID 0-15% 080 145 v c U= Plan ID >15-20% 080 1 40 0> O U= Plan ID >20-30% not allowed 1.30 U= Plan ID: >304046 not allowed 1 25 U= /, ,Plan ID ^^Qq (see Table 13-1 for Conc/Masonry values) j N U=+,WPlan ID~ a `g U= Plan ID: Electric Resist. Other H ting O U= Plan ID 060 0 60> m R= Plan 10: 0 W R= Plan ID Electric Resist Other Heating R= Plan ID 0,031 0036 R= Plan ID ��T ��2 � 2 C �X' �i2 E > r °o R= Plan ID �� /�'L-ice r Eiectnc Resist. Other Heating O X R= Plan ID: ` �/ 0..03``44� 0 005 R=r� Plan ID:QX��Jjjftx! ��.� �� `�/ 5�.1 �1� nr l�L" <�`le" R= Plan ID: R= Plan 10: R= Plan ID: Electric Resist. Other Heating R= Plan ID: Ordinary 0.062 0 1 R= Plan ID: Metal stud 0.11 0.14 R= Plan ID: Conc(int) 0.19 0.19 R= Plan ID Conc(oth) 0.25 0.25 R= Plan ID: o R= Plan ID: Electric Resist. Other Heating m R= Plan ID: Ordinary 0.062 _ 0.14 6 R= Plan ID: Metal stud 0.11 014 a, a R= Plan ID: > in O R= Plan ID: Electric Resist. Other Heating N` 0.056 o u R= Plan ID: 029 0. 0 LL R= Plan ID: R=lp Plan ID: 2 r�/ls�/Gf� �{�./ �{ni`C, •�J _ o R= Plan ID: ` Electric Resist. Other Heating Mof R= Plan ID: F=0.54 :F=0.544 R= Plan ID: (see Table 13-1 for radiant floor vanes) 'For CMU walls,indicate core insulation material. Totals /q�� / f�. Totals //i em-7 1 For compliance: G 1)Proposed Total Area shall equal Target Total Area,and 2)Proposed Total UA shall not exceed Target Total UA 1994 Washington State Nonresidential Ener Code Compliance Form • • MIC Tex • • 1994 Washington Slate Nonresmenital Enefgy code Compliance Forms April 1%4 Vertical Glazing Proposed SHGC Target SHGC List components by assembly 10&page# SHGC' x Area(A) =SHGC x A SHGC x Area(A) =SHGC x A Plan 10,Plan ID `V���.�fJ�" Glazing% Electric Resist. Other Heabng U rn Plan 10 0 20% 1.00 1.00 cD Plan ID >20-30% not alowed 0.65 Plan ID >3040% not allowed 0.45 Plan ID (see Table 13-1 for Conc/Masonry values) 'Note:Manufacturer's SC may be used In lieu of SHGC Totals Totals For compliance: [ 1)Proposed total area shall equal Target Total Area,and 2)Proposed Total SHGC shall not exceed Target Total SHGC Overhead 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 Plan ID Plan 10 Glazing% Electric Resist Other Heating C Plan ID J� v / 0-20% 100 1.00 Plan ID >20-30% not allowed 065 > Plan ID: >30-40% not allowed 045 O jPlan ID (see Table 13-1 for Conc/Masonry values) 'Note Manufacturer's SC may be used In lieu of SHGC Totals Totals For compliance: i 1)Proposed total area shall equal Target Total Area,and 2) Proposed Total SHGC shall not exceed Target Total SHGC 'Tar• Area ' • fions If the total amount of glazing area as a%of gross exterior wall area(calculated on ENV-SUM)exceeds the maximum allowed in Table 13-1, then this calculation must be done Use the resulting areas in the Target UA and SHGC calculations above Vaz, Proposed Areas Numbered values are used in calculations below Roofs over Attics Other Roofs Walls g Area 1 OG= 2: OG= 3:VG= Note: OG=overhead glazing Opaque Area 4 5 6 VG=vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area X % _ 100 = 7 Target OG Area in Roofs over Attics Target OG Area In Other Roofs 1 Max OG Remaining 2 Target VG Area 9 For Target OG's,circle 7 and use the lesser — II lesser(circle) = 8 — II lesser(circle) = 9 values both here and 7 8 I- below Proposed Opaque Area Proposed OG Area Target OG AreaW Target Opaque Area Roufs uvei Attics 4: + 1 — 10 = 13. Other Roofs 5 + 2 — 11 = 14: Total Target OG Area(sum#10+#11) 12: Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walls 8 + 3: — 9 = 15: 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. Target values 9, 12. 13, 14& 15(shaded boxes)are used in the applicable Target UA calculations on the front Target values 9& 12 are also used in the applicable Target SHGC calculations above 1994 Washir n State NonreFidential Ener Cc "l Com liance Form Lighting 1994 Washington State Nonresidential E^ergy Ccae Compliance Forms April 1994 Project Info Project Address Date For Building Department Use Applicant Name: Applicant Address Applicant Phone. Project Description ❑ New Building ❑ Addition ❑Alteration Compliance Option ❑ Prescriptive ❑ Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist(over) Indicate Prescriptive& LPA spaces clearly on plans) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60%of the fixtures are new,and installed lighting wattage Is not being Increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (Poor/room no Occupancy Description Watts per ftZ" Area in ftZ Allowed x Area From Table 15-1 (over)-document all exceptions taken from footnotes Total Allowed Watts Proposed Li hting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floorrroom no Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ftZ Allowed Watts Location Description per ftZ or per If (or If for perimeter) x ftZ(or x In Covered Parking 0 2 W/ftZ Open Parking 0.2 W/ftZ Outdoor Areas 0.2 W/ftZ Bldg (by facade) 0 25 W/ftZ Bldg (by perlm) 7 5 W/If Note:for building exterior,choose either the facade area or the perimeter method,but not both) Total Alloyed Wafts Proposed Li&hting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1994 Washin ton State Nonresidential Eneray Code Com liance Form • / " 1994 Washington State Nonresidential Energy Code Compirance Forms Apo '99a Prescriptive Spaces Occupancy ❑Warehouses,storage areas or aircraft storage hangers ❑ Other Qualification Checklist Lighting Fixtures: ❑ Check here if at least 95%of fixtures in the space meet all four criteria: Note:If occupancy type is"Other"and fixture answer is checked,the number of fixtures in 1 Fixtures are fluorescent,non-lensed,with only one or two lamps,and the space is not limited by Code Clearly indicate these spaces on plans If not 2.Lamps are T-5,T-6,T-8 or PL, and 3 Lamps are 5-50 Watts,and qualified,do LPA Calculations 4 Ballasts are electronic ballasts Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting LPA2 LPA2 Use' (Wife) Use' (Wife) Painting.welding.carpentry,machine shops 23 Police and fire stations6 1 2 Barber shops,beauty shops 2 Atria(atriums) 1 Hotel banauet/conference/exhibition hall'` 2 Assembly spaces 9 auditoriums gymnasia9 theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars5 1 Cafeterias fast food establishmentss 1 5 Retail A" 1 Factories,workshops,handling areas 1 5 Retail B'o Retail banking 1 5 Gas stations auto repair shops6 1 5 Locker and/or shower facilities 08 Institutions 1 5 Warehouses", storage areas 05 Libraries5 1 5 Aircraft storage hangars 04 Nursing homes 1 5 Parking garages see Se w 1532 Wholesale stores(pallet rack shelving) 1 5 Mall concourses 1 4 Plans Submitted for Cormton Areas Only' Schools buildings,school classrooms,day care centers 1 35 Common area,corridors.lobbies(except mall concourse) 08 Laundries 1 3 Toilet facilities and washrooms 0 8 Office buildings,office/administrative areas in facilities of other use types(including but not limited to schools, 1 2 hospitals,institutions,museums,banks,churches)5 711 Footnotes for Table 15-1 1 In cases in wttich a use is not mentioned specifically.the Unit Power:lllowance shall be determined by the building ollicial Phis determination shall be based upon the most comparable use specified in the table See Section 1512 for exempt areas The watts per square loot ma% be increased. b% two percent per loot ofceiling height above twenty feet.unless speciticall} directed otherwise b% subsequent footnotes. 3 Watts per square loot of room may be increased by two percent per foot of ceiling height above twelve ti et. 4 For all other spaces.such as seating and common areas,use the 1'rtit Light PowerAllowance for assembly 5 Watts per square loot of room may be increased by two percent per foot of eeiling height above nine feet 6 Includes pump area under canopy. 7 In cases in which a lighting plan is submitted for only a portion of a floor,a Unit Lighting Power Allowance of l 35 may be used for usable ollice floor area and 0 80 watts per square foot shall be used for the common areas,which may include elevator space,lobb%area and rest rooms.Common areas.as herein defined do not include mall concourses R For the tire engine room,the Unit Lighting Power Allowance is 1 0 watts per square foot 9 For indoor sport tournament courts with adjacent spectator seating.the Unit Lighting Power Allowance for the court area is 2 6 watts per square loot. 10 For both Retail A and Retail B.light for tree-standing display,building showcase illumination and display window illumination installed within two ti et of the window are exempt. Retail A allows a [Init Lighting Power Allowance of 1.0 watts per square foot.(veiling mounted adjustable tungsten halogen and MD merchandise display illuminaries are exempt. Retail H allows a Unit Lighting Power Allowance of 1 5 watts per square loot.including all ceiling mounted merchandise display luminaries. 11 Provided that a floor plan.indicating rack location and height.is submitted.the square footage for a warehouse may be defined.for computing the interior Unit Lighting Power Allowance,as the floor area not covered by racks plus the vertical face area(access side only) of the racks The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 1994 Wash ington.State Nonresidential Energy Code Cr)mpliance Form Lighting Permit PlangsChecklist LTG-CHK 1994 Wasnrngton State Energy Code Compliance Forms April 1994 Lighting - General Requirements timer,photocell,or a combination of timer and photocell.Automatic time switches shall also have program back-up capabilities,which prevent the 1513 Lighting Controls loss of program and time settings for at least 10 hours,if power is 1513.1 Local Control and Accessibility:Each space,enclosed by walls interrupted. or ceiling-height partitions,shall be provided with lighting controls located 1513.6 Automatic Shut-Off Controls.Interior:Office buildings greater within that space.The lighting controls,whether one or more,shall be than 25.000 W and all school classrooms shall be equipped with separate capable of turning off all lights within the space.The controls shall be automatic controls to shut off the lighting during unoccupied hours. readily accessible,at the point of entry/exit,to personnel occupying or Automatic controls may be an occupancy sensor,time switch,or other using the space, device capable of automatically shutting off lighting. Exceptions:The following lighting controls may be centralized in Exceptions: remote locations: 1. Areas that must be continuously illuminated,or illuminated in a 1. Lighting controls for spaces which must be used as a whole. manner requiring manual operation of the lighting, 2. Emergency lighting systems. 2. Automatic controls. 3. Switching for industrial or manufacturing process facilities as 3. Controls requiring trained operators. may be required for production. 4. Controls for safety hazards and security. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of 1513.2 Area Controls:The maximum lighting power that may be automatically turning off all the lights in an area,no more than 30 minutes controlled from a single switch or automatic control shall not exceed that after the area has been vacated. which is provided by a twenty ampere circuit loaded to not more than 1613.6.2 Automatic Time Switches:Automatic time switches shall have eighty percent.A master control may be installed provided the individual a minimum 7 day clock and be capable of being set for 7 different day switches retain their capability to function independently.Circuit breakers types per week and incorporate an automatic holiday"shut-off"feature, may not be used as the sole means of switching, which turns off all loads for at least 24 hours and then resumes normally Exceptions: scheduled operations.Automatic time switches shall also have program 1 Industrial or manufacturing process areas,as may be required back-up capabilities,which prevent the loss of program and time settings for production. for at least 10 hours,if power is interrupted. 2. Areas less than five percent of the building footprint for Automatic time switches shalt incorporate an over-ride switching device footprints over 100,000 W. which: 1513.3 Daylight Zone Control:All daylighted zones,as defined in a. is readily accessible; Chapter 12,both under overhead glazing and adjacent to vertical glazing, b. is located so that a person using the device can see the lights shall be provided with individual controls,or daylight-or occupant-sensing or the areas controlled by the switch,or so that the automatic controls,which control the lights independent of general area area being illuminated is annunciated; lighting. C. is manually operated: d. allows the lighting to remain on for no more than two hours 1613.4 Display,Exhibition,and Specialty Lighting Controls:All when an over-ride is initiated;and display,exhibition,or specialty lighting shall be controlled independently of a controls an area not exceeding 5,000 fe or 5 percent of leneral area lighting. footprint for footprints over 100,000 ft2,whichever is 1513.5 Automatic Shutoff Controls,Exterior:Exterior lighting not greater intended for 24-hour continuous use shall be automatically switched by 1994 Washington State Nonresidential Energy Code Compliance Form Lighting Permit ' 1994 Wasmngton State Eneegy Code Compliance Forms •pnt '994 Project Address Date The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (circle one) Section Component Information Required on Plans Notes (Section 1513 yes no n.a. 1513.1 Local control/access Schedule with e,indicate locations yes no n a 15132 Area controls Maximum limit per switch 15133 Daylight zone control Schedule with and features,indicate locations es no n a. vertical glazingIndicate vertical glazingon plans es no n a, overhead glazingIndicate overhead glazingon plans es no n a. 15134 Dis la /exhib/s ectal Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features.indicate location Pno (a)timer w/backup Indicate location (b)photocell Indicate location 15136 Inter auto shut-off Indicate location 1513.6 1 (ai occu sensors Schedule with pe and locations 151362 (b) auto.switches Schedule with type and features(back-up,override capability). Indicate size of zone on plans LIGHTING WATTAGE (Sections 1520-22 or1530-32) es no L:qhtina Sum Form Completed and attached Schedule with fixture types lamps.ballasts watts per fixture ELECTRIC MOTORS (Section 1511 es no n a I JEIec motor efficient MECH-MOT or Equipment Schedule with hp,rpm,efficient If no is circled for any question, provide explanation: 1994 Washinc i State Nonresidential Energy Coc' ;om hance Form Mechanical SummaTyr I 'S9s 7-1-97 gate"lorrevdenpal E^ergy Coce Compliance Forms April '994 Project Info Project Address Date For Building Department Use Applicant Name: Applicant Address: Applicant Phone: Project Description Briefly describe mechanical system type and features Compliance Option Simple System ❑ Complex System ❑ Systems Analysis (See Decision Flowchart(over)for qualifications) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans For projects without plans, fill in the required information below Cooling Equipment Schedule Equip OSA CFM SEER ID Brand Name' Model No' Capacity Total CFM Econo or EER IPLV' Location Heating E ui ment Schedule Equip. OSA cfm ID Brand Name' Model No' CapacityZ Total CFM Econo Input Btuh Output Btuh Efficiency' Fan Equipment Schedule Equip ID Brand Name' Model No CFM SP' HP/BHP Flow Controls Location of Service 'If available 2 As tested according to Table 14-1,14-2 or 14-3 'If required 'COP, HSPF,Combustion Efficiency,or AFUE,as applicable 5 Flow control types:VAV,constant volume,or variable speed 1994 Washin ton State Nonresidential Energy Code G^m liance Form 1994 Washington Stste Nonresaoan°al Energy Code Compluncs Fom» Apnl.1e94 System Description If Heating/Cooling ❑ Constant vol? ❑Air cooled? ❑ Packaged sys? ❑ -54,000 Btuh? See Section 1421 for full description of or Cooling Only: ❑ Split system? ❑ Economizer included? Simple System qualifications. If Heating Only: ❑ <5000 cfm? © <7096 outside air'? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not,either the Complex System or Systems Analysis Options must be used. Start r System Type fi _ tinWCooling_ Constant or Cooling Only Volume? no Heating Only yes r ' i <5000 cfm? Air Cooled? - - - -7►) no I yes - — no Reference you Y Sec. 1421 Packaged -OA<70 System? no °� ---�; � I yes r no <54,000 BtutT Spin -- r + no o 'r 1900 cfm System? no I yes yes Includes} Econo?; Reference <54,000 Btu}? !. no T—-7 yes Sec. 1423 I ,qr 1900 cfm?no i -- yes 1 � r � Simple System )I- Allowed Reference i Sec. 1420 j Use Complex Reference System Sec. 1430 Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 1994 Washingte)n State Nonresidential Energy Code Compliance Form Mechanical Permit VT ans Checklist MECH-CHK:1 1994 Washington State Energy Code Compliance Forms April 1%4 Project Address Date The following Information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (circle one) I Section Component Information Required on Plans Notes (Sections 1411 Eq mt performance es no n a 1411 4 Pkg.elec.htg&cIg List heat pumps on schedule yes no n a 1411 1 Minimum efficiency Equipment schedule with pe,capacity,efficient 1412 HVAC controls es no n.a. 1412.1 Temperature zones Indicate locations on plans es no n a 1412.2 Deadband control Indicate 5 degree deadband minimum es no n a 1412.3 Humidity control Indicate humidistat es no n a 1412.4 Automatic setback Indicate thermostat with night setback and 7 different day types es no n a 141241 Dampers Indicate damper location and automatic controls es no n a. 14125 Heat pump control Indicate microprocessor on thermostat schedule yes no n a 1412.6 Combustion ht . Indicate modulating or staged control yes no n a 14127 Balancing Indicate balancing features on plans es no n a 1422 Thermostat interlock Indicate thermostat interlock on plans yes no n a 1423 Economizers Equipment schedule 1413 Air economizers es no n a 14131 Operation Ondicate 100%capability on schedule yes no n a 14132 Control Indicate controls able to evaluate outside air yes no n a 14133 Integrated operation Indicate capability for partial cooling 1414 Ductinq systems yes no n a 1414L Duct sealing Indicate sealing necessary yes no n a 14142 1 Duct insulation Indicate R-value of insulation on duct yes no n a 14151 Pipinq insulation Indicate R-value of insulation on piping es no n a. 1424 Separate air sys Indicate separate systems on plans yes no Mech Sum. Form Completed and attached Equipment schedule with types, input/output,efficiency.cfm,hp,economizer SERVICE WAFER HEATING AND HEAIEU POULS ecttons1440-1454) 144o Service water ht . yes no n a 1441 Elec water heater Indicate R-10 insulation under tank es no n.a 1442 Shut-off controls Indicate automatic shut-off 1450 Heated pools yes no n a 1452 Pool water heaters Indicate not electric resistance yes no n a 1453 Pool heater controls I Indicate switch and 65 degree control yes no n a 1454 Pool covers [Indicate ndicate vapor retardant cover yes no n a 1454 Pools 90+degrees R-12 pool cover It no Is circled for any question, provide explanation: 1994 Washington State Nonresidential Energy Code Compliance Form 1994 Wasnington State Energy Code Compuance Forms Aoni '994 Mechanical - General Requirements 1413.3 Integrated Operation: Building Heating Energy:Air economizers shall be capable of providing partial cooling even when 1412 Controls additional mechanical cooling is required to meet the remainder of the 1412.1 Temperature Controls:Each system shall be provided with at cooling load Controls shall not preclude the economizer operation when least one temperature control device.Each zone,hdll be controlled by mechanical cooling is required simultaneously individual thermostatic controls responding to temperature within the zone Exception: Economizers on individual direct expansion cooling At a minimum,each floor of a building shall be considered as a separate systems with capacities not greater than 75.000 Btu/h may zone include controls that limit simultaneous operation of the 1412.2 Oeadband Controls:When used to control both comfort heating economizer and mechanical cooling for the purpose of preventing and cooling,zone thermostatic controls shall be capable of a deadband of at ice formation on cooling coils least 5 degrees F within which the supply of heating and cooling energy to 1414 Ducting Systems the zone is shut off or reduced to a minimum. 1414.1 Sealing: Duct work which is designed to operate at pressures Exceptions: above 1/2 inch water column static pressure shall be sealed in accordance 1 Special occupancy,special usage,or code requirements where with Standard RS-18 Extent of sealing required is as follows: deadband controls are not appropriate 1 Static pressure: 1/2 inch to 2 inches:seal transverse joints 2 Buildings complying with Section 1141 4,if in the proposed building energy analysis,heating and cooling 2. Static pressure: 2 inches to 3 inches:seal all transverse joints thermostat setpoints are set to the same temperature and longitudinal seams between 70 degrees F and 75 degrees F inclusive, 3 Static pressure above 3 inches:seal all transverse joints and assumed to be constant throughout the year longitudinal seams and duct wall penetrations 3 Thermostats that require manual changeover between heating and cooling modes 1414.2 Insulation:Ducts and plenums that are constructed as part of the 1412.3 Humidity Controls:If a system is equipped with a means for building envelope shall meet the requirements of Chapter 13 Other ducts and plenums shall be thermally insulated per Table 14-5 adding moisture a humidistat shall be provided 1412.4 Setback and Shut-Off: HVAC systems shall be equipped with Exceptions: automatic controls capable of accomplishing a reduction of energy use 1 Within the HVAC equipment through control setback or equipment shutdown during periods of non-use 2 Exhaust air ducts not subject to condensation or alternate use of the spaces served by the system The automatic controls 3 Exposed ductwork within a space that serves that space only have a minimum seven-day clock and be capable of being set for seven different day types per week 1415 Piping Systems Exceptions: 1415.1 Insulation:Piping shall be thermally insulated in accordance with 1 Systems serving areas which require continuous operation at the Table 14-6 same temperature setpoint Exception:Piping installed within unitary HVAC equipment 2 Equipment with full load demands of 2 kW (6,826 Btulh)or less may be controlled by readily accessible manual off- Water pipes outside the conditioned space shall be insulated in hour controls accordance with Washington State Plumbing Code(WAC 51-26) 1412.4.1 Dampers:Outside air intakes,exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close 1420 SIMPLE SYSTEMS(PACKAGED UNITARY EQUIPMENT) automatically when the system is off or upon power failure Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open 1421 System Type:To quality as a simple system,systems shall be one of dampers These dampers shall remain closed in normal operation until the following: activated by the fire alarm system or other approved smoke detection a Air cooled,constant volume packaged equipment,which provide system heating,cooling or both,and require only external Exceptions: connection to duct work and energy services 1 Systems serving areas which require continuous operation. b Air cooled,constant volume split systems.which provide heating, 2 Combustion air intakes cooling or both,with cooling capacity of 54,000 Btwh 1412.5 Heat Pump Controls:Unitary air cooled heat pumps shall include or less. microprocessor controls that minimize supplemental heat usage during c Heating only systems which have a capacity of less than 5,000 start-up,set-up.and defrost conditions These controls shall anticipate cfm or which have a minimum outside air supply of need for heat and use compression heating as the first stage of heat less than 70 percent of the total air circulation Controls shall indicate when supplemental heating is being used through visual means(e g,LED indicators) All other systems shall comply with Sections 1430 through 1438 1412.6 Combustion Heating Equipment Controls:Combustion heating 1422 Controls:In addition to the control requirements in Section 1412, equipment with a capacity over 225,000 Btu/h shall have modulating or where separate heating and cooling equipment serve the same temperature staged combustion control. zone,thermostats shall be interlocked to prevent simultaneous heating and Exceptions: cooling 1 Boilers 1423 Economizers:Economizers meeting the requirements of Section 2. Radiant Heaters 1413 shall be installed on packaged roof top fan-cooling units having a supply capacity of greater than 1,900 cfm or a total cooling capacity greater 1412.7 Balancing:Each air supply outlet or air or water terminal device than 54,000 Btu/h shall have a means for balancing,Including but not limited to,dampers,temperature and pressure test connections and balancing valves The total capacity of all units without economizers shall not exceed 1413 Air Economizers 240,000 Btu/h per building 1424 Separate Air Distribution Systems:Zones with special process 1413.1 Operation: Air economizers shall be of automatically modulating temperature requirements and/or humidity requirements shall be served by outside and return air dampers to provide 100 percent of the design supply separate air distribution systems from those serving zones requiring only air as outside air to reduce or eliminate the need for mechanical cooling. comfort conditions 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the building's cooling loads 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical - Compilux Systems Checklist MECH-COMP 19"Washington State Energy Code Compliance Forms Apnl.Rag4 Project Address Date The following additional information is necessary to check a mechanical permit applicaf ion for a complex mechanical For Building Department Use system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings(see the MECH-CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable aftemative. Applicability Code Location Building Department circle one) I Section kornpanent I Information Required on Plans Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY es no n.a.1 1431.1 Field assem.sys Provide calculations 1432 Controls yes no n.a. 1432.1 Setback&shut-off Indicate separate systems or show isolation devices on plans 1432.2 Temp.reset control es no n.a. 1432.2.1 Air systems Indicate automatic reset es no n.a. 1432.2.2 H dronic systems Indicate automatic reset yes no n.a. 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption es no n.a. 1434 Separate air sys Indicate separate systems on plans yes no n.a. 1435 Simul.htg.&ctg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified yes no n.a 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations es no n.a 1437 Elec.motor effic MECH-MOT or Equip Schedule with hp,rpm,efficient es no n a. 1438 Variable flow Sys Indicate variable flow on fan and pump schedules If no is circled or any question, provide exp anation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Start Here 9ectim 1411.1 Egtupment Pelf. Shall Meet Tables 141 Wvough 143 Seetlw 1431.1 Field. Yes �Caleulaoons oC Assembled Total On•srte Energy Egwpmenl9 Input A.Output _ Rzgtnred r Swedes 143LI Yes Capatary oCHW No System Yes Air 9«LMm 14J2.2.1 Hot Water Supply Heating System No Serving Supply Air Reset Temperature Reset Greater Than Multiple wing Controls Controls Required oWW,WWW Btuh^ _ Reg Zones _ tuired No w (continued on _; back) 1994 Washin ton State Nonresidential Energy Code rorn liance Form NJIMMIEWOMMI • . • 1994 Washington State Nonresidential Energy Code Compliance Fortes April.1994 (continued from front) Electric MWU-\ ! saetien 1437 Tutor Efficiency No speed NO Motors Must Meet \ Included m Equtpmci Motor in a — EfEciencies to Performance \MSystem? ntspe�d T;l IJ 4 Raw r Yes Yea Yes C Cooke Yea Heatttgr h Electric Healing 20acity000 �' Coolotg to one Btuh? Package" Fuel No No Non-Electra Sectbn1411.4 -- Mttat be - Section 1412.4 Heat Pwnp 225�',\ Yea Modtdoang t Btuh or Staged � qh) ('omMuoun Controls t Required No 1412.5 Provide Microprocessor —0" �— Heat Pump Controls Supply\ Yn Section 1424 5000 CFM A�_ 50%Effecaw Outside Air% Heat Recovery 70�y? System Required Coo Yea Peakaged No ��� Cooling/ No Total Bldg No Capecny+ Rooftop Capacity' Capacity 54.000 Btuh?, unit? 94.000 Btuh�=' 240,000 Bruit.No Yea yes Section 1433 Air-Silo Economizer Required Application Y°° Fans or Pumps�� Yes � Variable Flow � VatialtfeFlows?..' '10HP? /' Devices Requted No No Section 1us Fan Powered Yes VAV Terminal huts System? Required No Soetloe tun Done '%muhaneouo Heating A. Coop Prohibited 1994 Wash ingt''^)State Nonresidential Energy CodF "pmpliance Form Electric Motors 994 Wasnmgton State Energy Code Comptiance Forms npnl 199A Project Address Date Complete the following for all design A& B squirrel-cage,T-frame induction permanently wired polyphase motors For Building Department Use from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm(unless one of the exceptions below applies). Motor Min Nom. No or Type Synch. Full load Location HP (open or closed) Description of Application or Use Speed Efficiency Open Motors Closed Motors Exceptions: Synchronous 1. Motors in systems designed to use more than one Speed(RPM) 3.600 1 1,800 1,200 3,600 1.800 1.200 speed of a multi-speed motor HP Efficiency fficlenc (°6) 2 Motors already included in the efficiency 1 0 82.5 800 75.5 82.5 800 requirements for HVAC equipment(Tables 14-1 or 1 5 82.5 840 840 82.5 840 85.5 14-2). 2.0 840 840 855 84 0 840 865 3 Motors that are an integral part(i.e.not easily 30 840 865 865 855 875 875 removed and replaced of specialized process 50 855 875 875 87 5 87.5 875 equipment(i.e.equipment which requires a special 75 87 5 885 885 885 895 895 motor,such as an explosion-proof motor). 10 885 895 902 895 89.5 895 4. Motors integral to a listed piece of equipment for 15 89.5 91.0 902 902 91 0 902 which no qualifying motor has been approved(i e.if the 20 90 2 91 0 91.0 902 91 0 90.2 only U.L.listing for the equipment is with a less-efficient 25 91.0 91 7 91 7 91 0 92.4 91 7 motor and there is no energy-efficient motor option) 30 91 0 924 92.4 91 0 92.4 917 40 91 7 930 930 91 7 930 930 For motors claiming an exception,list motor and note 50 924 93.0 930 924 930 930 which exception applies. 60 93.0 936 93.6 93.0 936 93.6 75 93.0 941 93.6 930 94.1 936 100 93.0 94.1 94.1 1 936 94.5 94.1 125 936 945 941 945 94.5 94.1 150 936 95.0 945 945 950 95.0 200 945 95.0 94.5 55.0 1 950 1 95.0 4 A � 1. �- - - - - - _ t � �' � _ �: ,.� _ ,, .- - � �:. :, : .. �� I� ii �� --+ 1 :' � � �jzw �OCftd� I 0-` �CITY OF ARLINGTON �-� CONSTRUCTION C� 9 PERMIT ► COMBINATION BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. OW E MAIL ADDRESS CITY ZIP PHONE ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE ENERAL CONTRACTOgg�� MAIL ADDRESS CITY ZIP PHONE LICENSE Jul3�� (;c�ti�P, //ZZ`�— r]6rtS ,r.c.& 1��e1�- q8 Z40 d6o MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE/ PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE IT 3 CLASS OF WORK O NL W ❑AUDITION ❑ALTERATION ❑REPAIR ❑DEMOLI LION ❑BUILDING RELOCATION Tr VALUAIIONOF WORK z to Y` W DESCRIBE WURK M PROPOSI U USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- tn TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLI Z LLGAL DESCRIPTION Of PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK J J LUI BLUCK OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE a GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO w U VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF a TAX ID NUMBER FROM PROPERTY TAX STATEMENT CONST CTION.PERMIT EXP ES i EAR FROM DATE OF ISSUANCE. SIGNATU E F CONTRACTOR OR AUTFK) DAG � DATE V 106 ADDRI SS V-D x _ 5-Z9- eo (OFIrICi3 USE ONLY) BCTTANICAL PLUMBING NO. TYPE OF PIXTURE PEE x's FIXTURES NO. TY OP BOUIPMENT FEE s's PIXTURBS WATER CLOSET OIL13C IR COND.UNITS-H.P. ETA u .list.. Q+RIGEF ATION UNITS-H.P.BA ti •lia.. ATI lTUB VATORY(WASH BASIN OILERS-H.P.EA. u .list•• AS FIRED A.C.UNITS-TONNAGE EA. ' ti .Iist•• EiOWFR ITCIIEN SINK�DISPOSAL ORCED AIR SYSTEMS-B.T.U. MF.A ALL I IEATRRS-B.T.U. M )ISI IWASI IER NIT HEATERS-B.T.U. -AU NDRY TRAY T "LOTH ES WASIIER 3VAPORATIVBCOOLERS WATER II[nfQt LOTIIIN DRYERS 1?NTILATION FAN RINAL — V R1NKINGFOUNTAIN ANGB1100D COMMP.R •� IR 1TANDLINO UNIT- CP LOOR DRAIN VQ ACUUM BREAKERS "� v OOP DRAINS-RAIN LEAD ATAL FIREPLga 'CII NB INR ERVICB-BAR.LrIC. ATBR fiM I AS PIPI E� u u to's doW( S ­Bqipcoa144 list must be ded SUB 1O1AL SUB TOTAL PERMIT PEE TOTAL FBB71\ TOTAL FBE PLAN CHECK FEE SIU YXRU LIBA STREET SI_IBACK REA R SE K PLANCF{ECKNUMBER FEE RECEIPT NO. uu.5-f-19 LOT AREA VACANT SITE F VALUATION FEE 'ffYES IYPL OF CONS OCCUPA CY GRUUP NO.OF DIELLING UNITS PLAN CHECKING NG !Y BUTDING f SIZLOI BLD(.. NO.Of STURILS MA%. I,UAD PLUMBING f�(J F IRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANICAL STATE BLDG.CODE COMMENTS ENERGY CODE SURCHARGE U.B.C. "I bE C V E PENALTY SEC.303(a) WATER/SEWEREFEESE 1YIH 1 31 2000 TOTAL � PERMIT VALIDATION CITY OF A RUNG,0N WHEN PROPERLY VALIDATED iIN THIS SPACE)THIS IS YOUR PERMIT&RECEIPT 1� PAID CR# BY — -- - -- -- ---- cc:ASSESSOR.APPLICANT,TREASURER, SLOG,DEPT. BUII DI NG OFFICIAL DATERECORDS COPY CITY OF MARYSVILLE PUBLIC WORKS DEPARTMENT UTILITY REVIEW Tracking# rovlewed by. L •4J _ Date recelved Date returned j_ 0o REQUEST FROM: (PLEASE MARK THE APPROPRIATE 80X) City of Marysville Planning Snohomish County Planning R Utility Commitment Letter City of Arlington PROJECT 19 �F C�oHc�1cE e//;t4- SITE IS WITHIN: REQUIREMENT SUBMITTED? Yes No Yes No Yes No STATUS Cit Limits gnnexation Petition Ulilit Service Areannexation Covenant ✓ CW SP UGA d'acent to Cil Limits? PLANNING TO COMPLETE: -.Of W N A!L-�r DVS ULt t� Zoning(Land Use Designation): 1)City of Marysville Comp.Plan 2)RUSA Plan 3)Proposed Land Use Density: 1)City of Marysville Dwellings/Units per Net Acre 2)RUSA Plan 3)Proposed Dwellings/Units per Net Acre WATER: C wAiE� LLCAr•U Location and size of existing water main p Asbuill Numberc 7LO 0 .5 htaJ`Ev PT Q£Ni)� A SF Utility Main Fre—es—c —Ir 2 3 r F tEO.v T f`400T C%t v tttA YS /�L Recove Fees? Static Pressure: PSI Available Fire Flow: Approx.GPM SEWER: sr�oKE�' P7 fNN/3 �/-I�SE ?cuC] Asbuill Number: U t, Utility Main Fees? SiQTISF/E� Yes No Field Trip? Observations: —YES NO Pholo's? Remarks: 7;f ,C'! l�UG%O� �• /1JA�S�Su/LLB U 7/�/ %/� Sorel//L'E EA Summary: Recommendation: v F�✓ JUL 13 a - o/5 Page 1 of 2 vSZ,•�i))If4� .,t�t t y ..•.�.�;.•.. 4•t tK t Kae t':^ ,11p,..' +�e r - •„ l�•4 • �l• �t T � !R `�� � r ♦ �y t� � 'l�. '�+ t it ti .••.R� 1 •t •C i- rt 1 f.)1! � t-��1�t4 'fi�tl-a,»•�E_� � rr�::-1+�1•fty't t,�r1•��'y(5.1� ti �S fi��� '. • � �..�b .�• dt E '�+:f`' f '� � � Lfagq r•.�t��,+1• Y •t�7t�� F7- t i.ft� td t 7\ . _�f;t�,)�.,./;�r'f•S.sst > � '�'� / y • •, ,,h � ;�' t ICATION°1 OI�'U7� �` _ . 'rG � ��y, { � ` fi ` �� tit���,isr .3��d '•k ��' ., 3� '�++ s +`„t tlxi,., '+ L � t`t���n+�i�• M sty,. R j�, .�.��•{ !!S i .�. '!. '* r 'A''' �1��t`),�~,E�t .}.!���r�.' tt_6 Mr�+,�. �� t ' 'tea� 'I isit �!� ` ..brr�lr ,.bt�!•t1CN t` .f.?'+7 � � �:i ! �� t�. lt�'_ �f!A�. ��.ti�tfr+ � ,5�, ��� Applicant: .3 too (name) (phone) 4=O) - -760-n' 2:7 W E S-CQZD4 M ASYSVILLE , (mailing address) LOCATION of property to be connected to City utilities AVL M-E FUZE l I\-]GT_DKA I.J, (address) mil✓ ��QcC.I��/�_ (legal description/vicinity map) -ZZP�'�1 - DS2- O I D -r✓L�OD (Tax 1.D. #) NO. OF CONNECTIONS: WATER SEWER Description of structure or Development: (Indicate type of land use, occupancy classifications and number of units.) CCo SZ 51F LOMNIE.R AL aAMK— FYR6=C--,T 15EE ATf AC/N ED Attach plan if necessary. If a variance was granted by the City Council, on what date was it granted? (Attach copy of variance resolution) SIGNED: DATE: (appl• a t) Jut - (Please print name and title) uct.rru.noc REVISED 11/95 Page 2 of 2 Applicant name and site address: 4AV VEV R l :)UP IE - K3DF-�C:,0QN -Y (o5 X K - �5-FH PrUF— ICI E AV LA KJGTZ)/J, 0W THE CITY OF°MARYSVILLE HEREBY Q>t +, t q XROVIDE T EnLTt�;1LI :-K C�QI1NECTI� REFERRED TO ON PAGE (1) ONE,:CONDITIOM 1.6"ITHE FlOL,L,O %1NG t 1 r i f . i't�l:�t ii`L+� 7 !'�' { lr t •:'`ttl r � ,��!1,�,f {iF'ff,�ti(�) �r�: 1...4kl�' �,9,tA;t tt rS'!Y 1+ '< / +.' 1 --•t`f'i .'1.4.I.f �rY+:'t ,{� l�S� l+�h�`�T',����.'�i 't��` , R�}� �'s}',i'',! ���f+i ,�' f.t>} ':11'ltt �f i ,The applicant must'.leave„within (b twelyg'c,�o ltotl�e'd�S��atatherNi l,�(. ' �,�Si nalp�ats ;l2luonUls);�fi�e; nd cpletetll�eKl , ppic 1 it�orliat of rtf ,,. �>• a, :; accompanied bypaynlenk`in-full;o£all es aodt` ssessments:requireJ by prdi�} ce�a ��� c,�4sgp �tl,ted� by"a fully.executed atinetioll petition'or;coyKenailt''rFurtlier;�tlie�apliarlt�mus���a��G�c;A pcl'� ; ith all cit .co es and.re uireme ts:ielatt. s o.tlte•utiltt eo ctto t 1 ve'c pee a, t. w y _d . rl , n�.l.._t. ... .� Y . lam• ,,�,y,,�=# f�+�•:s,...r A n gl"at� ,,, .; connection to the satisfac on q. tM. he,City�Utili y.De'�l+artlnent wi hi jai +6;t}11,111b�pytotl2ix i4 i f,,, r 7..',{:.atthy-, 'f• '+ !'+Y b • l l 1, "•1% �4l(g�l��li t: peopd: 'Tlle.applicant slip ld garefully,'read tlie;attaclled NIIv;C11,4, 2, .hi g�plainRs 1ri ' l e�' '�, conditions`ancl;linlitation'S under wl;�gh,uttlity se icye s::alyailable:,�,'� a ,��'- } �+ .x• . •!N c` }•`a � -yaw S: t Pi�.i�'•y4Sc�'e� ^y=�f ! .t:�.���al1�v !i'Ff.f`1� �+.;�.: i. ^(� . 'r+. ' .I `' ,, y +SY I y'f�.�t rt`�: , a )•. �;t a '1� r.iP �+a".Zt=7S ti i a' •l Otller,Condltlons i. {_ � � r f �„ se,}y,+lt!'�,•1•''«,1�.�`Ail�'�:�•:�1 .1 f•..; + 1 11','�'j ,a �°ltY4l�f�:ft + •� •' f t ' ' ' 1tiS�lie kJ,�'T•LI . tS � 7f ` 1 ..{r �, .,.i I,,..t• t: rt v,'+�t��t�?�i�{ ' THIS LEr-rER SHA( L.BE'COME VOIDf TWELVE(12)-MONTH$rRO.M ITI4E-.pAT�:kIE�OI '24.MONTHS•,IN.THE CASE OP FO):tMAI,',Ili,ATS)rLTNLESS'AN.EXTENS1ON'TS�;C;T BY THE.CIT�C.COUNCIL 1N:A000gDANCL WITH�'I iE TLltivlS OF 'f1�E RURAL. r,��) ��tF f TY SERVICE AREA ORDINANCE (MMC 1A n ,�Y �';•;,, ' €+ �i'iir,, ''.� ' Date of Action: ` ((C�/// IIy f City Administrator or•Desigtiee THL CITY OF MARYSVILLG.HEREBY,DENIES T11E'FORGOING APPLICATION FOIL UTI '1,T;Y,'.4' `CONNECTIONS FOR:THE'FOLLOWI .G REASONS: ;j,� its µ �4. . t r. 1 t'y, t �i�5 t��],,' tr 1 ` ,1 •.. ),.>.f.•j.. Q;y �11 e r r tL•�r�t"fi•`y �•I r +� �f , � , 'lr.�. 9 , r f• t1 S lei .,."",7J 'h.� "'ld6 (� F q �g,�� %fit' r,•,•a.�+,•1 t. I 7; '� ,.,ij°�t7y�-•�'.`7C�?3.�.A,: �4.1.. i' L��3•] i. '{+}yJl t •��( 9� ZFI:P S :t s f r �.�. � •,..� -r t r T Pam'! f rt ,`a i '1 x �'•Y r - ,! t i•�, •err jy•. ( - I ���`r st t}�.�.t���'���jF.r"',`.�e1i li ,t i`Cl• ,?.S�1 , in f d .'. ,r. ;;1� t'�:i' -.:{J •� 'r tlr'�".Yt ttri+f:r7' ;:, .t•• .��.`?y'P��1j Tlus denial�niay be appealed for review y. 1 Co,Viic l Sucl ` a } etfil wi tt't�l the C ty' a 1n _.,l?pe 'tl �t=� t�°k-`t ',w rl, 7 �. e f and lusttU 'Marysville, Public Works:Department; wXt1un+tp1q.10) days'iot� ale;. ate to ,.4 ,+ �i� g ' �`�t t` t •t:3i� i 1'M1t list ,�'iA',. } acco p ; I t ;•t. � � '�+ i Y: . �`• �; ' �. t T atued .y ,. fee of$20Q 00j , I!'',► *,;n`'� t`, '�:� _ 1 3 ( `•o'.it.o• 't i•1i.J,S i• t l ,.:�4 + �tti!t{;\4�rRt-ti ttti. t4 � �j ' ���•i4.•��'F1,1. �j •7"fa�y�• '�"'•,f �'c.r�i.1 �r'� �1 •v}„c;�4;�/�. .d� ,(, ,{ ,�: t �t��, cf� ' A'Fqq t' �! .( d'r•'Y'! 1ti�.,, • t:?I�.ti •.. !'4 + ;:•�A. t,•, r �,. �•,i, f� t� � �t�i••.i.tL, 1S,•lki 7' �P r • ��`,o.l �,•-a�, r•'�7•..n.>�Y 7S' t: O THE CITY F'MARY SVILI;D+r� + . a 'a(::� S:: of + ;,f`�: ,�,,'�,,<; ,�� I► z ,� �t; ;�, '1;; , iyh:l 1r4�1,6�t}Si '`'tl•f'lill�� �'Sj `Il'at'..i e► •i� .1,• :i,^i ,, i,„11' t)1' , ,�•� ' �C� 1 ••r..f ♦ , . i „ ..: 1 , ,�"•, �f', �,Y�li.. t�. b � F�,JI�• it}f r��, t3.n fir., � ,!,'•► •�. .: ,r:11 'f i 1'. '' •Qc` ,:rt'1� tw ,pi'.'�{�,t i, � ,�t•;�:/•1" I+ ` � t.l. n c+ � j.i. '•pi ft•x �al7:,fatti }y�. d ''1 tf+^'.t.�,,7`•I It;a.+ , . ` t t '� � l.rPtn Ella J�\r '�Ur � ti ✓ f l � ..� ., .�(�a � Date of.Action Y gi ro • pCtt} Amnlsrow „gi , I , ;! ! ,. 1 t7frr/,+.� ��' .; j, _ t,i' tQ 3. ,.. ,,?;t-r`�i I�'r',� •IriC.Y�t.`..'�`�ll+rt^ •, w,n nnr+ Iflt\11V171)RAP) 0 Sf-——---- 55--- J9 A Q Id gabow r ilk HO ------ z �** - ad, It 1H fil AASA: t7 e- 01 .. ..... ... . . . . ..... ... .. . —244, 91 A rim 3 5-0. 2 INC ZONES 0 T 0 L 0 o APIE V 0 A Z. 0 z t; 7>- C, r ... .. . "JfF. . . ... .. ... ... ... 0 In 0 z (OD 0 P o e* z I 1 2 0 a z _ ? m w 0 0 zz - 0 0 0 x > I Z 0 oz 2 2 z z 0 0 0 z 0 z M z 'MOO - E z 'z Z., > zO E > z z rf. Io 3 0 z Al m z "I L -V 0.,XV 0 C M. Ic o z z z Z C' 0 0 r > I 0 I Izi I I I (n z FIF r C� �4 I I 1 100 MrN,N z 0 M 0 > F 0 > 0� > o T C 0 + LANDSCAPE PLAN 0 Film] NORTH COUNTY BANK Botesch, Nash & Hall Co 35th AVENUE NE (SMOKEY POINT BLVD.) Architects, P.S. —16 L4 x 0 ARLINGTON, WA 98223