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HomeMy WebLinkAbout18222 SMOKEY POINT BLVD Bldg R_077483_2026 jaf ! INSPECTION REPORT • Permit No.:G7- Lot #: Address: Z&P X ztZ AlKel Contractor: /�l•�a/tea �J Owner: Date: APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. d d!/ 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 AV Insulation ❑ Other: 11` INSPECTION REPORT • Permit No.: o-7 7 Y s s Lot#: jz- Address: 1 6 zzz S'„t�� e r Contractor: • ♦ Owner: Date: z- z Y--3 5 ❑ 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. t,.j c.4, '7 i r,rL `1:1V��� -7/I y 2 r�. 1 ti /AI I-Cy';'-!0-0-- �S-1464-rL_ Inspector: & Z;ZT Date: -Zy- TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing )M Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT /.25-a� • Permit No.: C 7- 7V93 Lot#: Address: rya Contractor: • Owner: Date: APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CAL 435-0674 FOR RE-INSPECTION -34 hour notice required. h54/4 vo j .1G7 5 Inspector: Date: ^ c 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: 2Y � INSPECTION REPORT • Permit No.: o 7 -7 4 F 3 Lot #: Address: Contractor: t+i^✓+vim or Owner: 1 -7 Date: z-ems -© S ,APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: �/1/� Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork .iIMechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.: 0 7- 7y83Lot#: Address: `� �G so��y�o• ,�/v Contractor: ; • Owner: Date: , APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. In L9 - 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 6 Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 303 INSPECTION REPORT • Permit No.: 07 -7 4f3 Lot#: Address: le z-ZZ Contractor: Owner: Date: l-2-1-fig 4-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. S�q-�'z Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.: ,;7- 171b3 Lot#: ✓ Address: Contractor: Owner: Date: / C�-!z ❑ 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. �liP j;G�//% S:. OY G c ,_.;c;r � ,,-,�•y„ i^yl1'. Inspector: / ^ G' y Date./e % TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.: O 7- 7 Yglot#: _ Address: f!F.<2-2o;2.-� -S,* r, 2"c;� 1A Contractor: arZQ VQ /2�7r-t e.� • Owner: Date: -t APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing KGroundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT c7 • Permit No.: O e-7" 2V 3 Lot#: Address: Contractor: �i+ 7�` �� �� �,r��-,•s ♦ Owner: Date: ULAPPROVAL ❑ 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. i 4 ^`✓co 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 ftf—Drainage ❑ Insulation ❑ Other: oi 32^j INSPECTION REPORT T • Permit No.: o-7 -74f83 Lot 4: 2 Address: 91.z.z s v Contractor: _ Owner: Date: !(— PiNAPPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: —�% TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation fak Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: _INSPECTION REPORT • Permit No.: ©'i -2 Y 5 3 Lot #: Address: r Contractor: 4 • Owner: S c ,,-- Date: 1 t- to -or6 12KAPPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: fZ INSPECTION REPORT • Permit No.: 0-i Lot#: L _ Address: e 111 Contractor: rh • Owner:— S—n Date: 9-24— 09 a! —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: �'" '�9 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 K-0-Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.: o-7 7 q?3 Lot #: Address: c 8�--Zz- S n• t.,., ,o�- Contractor: f-k e L_!L�,q Owner: Date: 5-z8- c 5 ❑ APPROVAL QfPARTIAL 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. /-cauL-- XD 512-9 Ja SN-.� �, �r�A-�..., tom-�.•��.�. ,aP p s�-.�...g� 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 9( Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT Permit No.: D Z-77Y3 Lot #: Address: Contractor: Owner: Date: -� �(,APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: O TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing AkDrywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.:O7'21103 Lot#: Address: Contractor: Owner: ��11 Date: C-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:,) -.; S TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ,Shear Nailing.Z,%/ ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: ' � 1 CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 ♦ Q PHONE:(360)403-3421 STATUS: APPLIED Permit#: 07-7483 BUILDING ' Project _address: 18222 SMOKEY POINT BLVD BLDG R, ARLINGTON Parcel No: 00472500000501 PROPERTYAPPLICANT OWNER CONTRACTOR STILLAGUAMISH SENIOR CENTER HIMALAYA HOMES 18308 SMOKEY POINT BLVD 9633 MARKET PL#201 ARLINGTON,WA 98223 LAKE STEVENS,WA 98258 LICENSE#:HIMALHI161DE EXP:10/22/2008 PLUMBING , , MECHANICAL CONTRACTOR O: DESCRIPTION 4 PLEX UNIT BLDG 18 aka BLDG R including 5-car garage 4088 sq.ft. 1022 sq.ft.ea.unit,616 main,404 2nd,330 gar. Valuation: $493,724.76 Description Fee Amount Paid Balance Due Permit Fee $1,200.00 ($1,200.00) $0.00 C-Building Permit Fee $3,827.30 $0.00 $3,827.30 C-Plumbing Permit Fee $465.00 $0.00 $465.00 C-Mechanical Permit Fee $136.00 $0.00 $136.00 C-Building Plan Review Fee $1,287.74 $0.00 $1,287.74 C-State Building Code Surcharge $10.50 $0.00 $10.50 C-Parks Mitigation $4,657.34 $0.00 $4,657.34 C-Traffic Mitigation $1,118.34 $0.00 $1,118.34 Total Due: $12,702.22 ($1,200.00) $11,502.22 PERMiTAPPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION 1S NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. w � z r.—, nature nt N me DateReleased y Date ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC109/IBC110/IRC110. ARCHIVE APPLICANT = ASSESSOR OTHER 1 Y " w � z WrD s No rn v -< v r+ o [ rD � o < ONr° — > N 3 00 ID d > � N O NJ Cn rn p 0 0 0 z d y ° z C'- � m x r) UO U-1 m y y °z z o zIt d > o M � r � m � o o � n d d 0-4 z ai o I-d P� ~ C� r O �Tj --A (Do � d � t.-M N n �` r 0 0 0 � ICD oo r o w Z o n w N � w o z O o Z > � � z N oo �p �12. rr °N o CA d y�� cn � N �. �. _ O rD o onorD z z z d > Z o r � Z It r �7-t > O [ od � � d r. o Z ~ 2 1, d Z O r" J 0 d I n d Z .. x G) � d r) d Z Pru Cri I O rr n [ Y i--� ° C" � x 00 n o W N ��- (D z i rJ��Y �f SINGLE FAMILY RESIDENCE 7 o, BUILDING PER MIT APPLICATION t,�N c1 Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360) 403 3447 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS, SIX(6)ACCURATE, FULLY DIMENSIONED PLOT PLANS AND TWO (2) SETS OF ENERGY CODE APPLICATIONS. TYPE OF PERMIT: ( ) Building ( ) Mechanical ( ) Plumbing Combination op(472S0oaW01 �oZ Project Address: I a ZZ2 St"kev '4 1, V J Parcel ID#: Sol SoS Lot#: k Subdivision: �e l �A k �4� Project Description: u D� "'�>��X or s 19)'(-/ Project Valuation: Owner; S� A swa S SeHid� CeAtr_ Phone Number: Sv��kt`) N. 13/m) Cit At.1% IDA State: W-A Zip Code: Rg223 Address: y: I<e I4l\ Ao er Phone Number: yz5 ZZ0 Z.-z 3 Contact Person: Y Cell Phone: Fax: 362) 65') -351 y E-mail: Address: GrLovc 'S�• Un' City: / _ 1,VJSuT—State: QA Zip Code: 9�2'7D Lending Agency: /U�li Phone Number: Address: City: State: Zip Code: Contractor: �,� �o�n50^ ���S�ruC�t`c� T^e'` Phone Number' Address 1201 (2,rD2-L Fl . OA, 4 3 _ City: t j. � v''IIC, state: _tw'J__ zip code: 9�2 7o i Contractor's License Number: \VR-S0-4 CT OY qfi A Expiration: ,, O91 Plumbing Contractor. �Ad )t 'Cw PIL41,4 1 t-, Phone Number: Address: /5000 y n 1 A4,c- AIE city: t tk"sv,I I& State: kJA Zip Code: 9Bzg l Contractor's License Number: S o""J Ve 033 AJr Expiration: Mechanical Contractor: Z� S �d�.,�l Vtl, Phone Number: Address; SaO 6a rl k?n 5 , City: MC Dn t�t State: t4AA Zip Code: Contractor's License Number:_S 2 S 44 C A U 00 S C Expiration FOR STAFF USE ONLY 1 0� e " rrnit# Accepted By Amount Received Rec ipt# Date Received =B Forms-46 Page 1 of 2 3/07 dwa i n �'`Y SINGLE FAMILY RESIDENCE z BUILDING PERMIT APPLICATION ���iv CS CC Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3551 • FAX(360)403 3447 Number of Plumbing Fixtures (including Rough-ins) —� Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier Bar Sink X 1.0 = Bathtub or Combination Bath/Shower X 4.0 Clotheswasher �� X 4.0 = Dishwasher [� X 1.5 = �p Hose Bibb X 2.5 = t0 Kitchen Sink +� X 1.5 = G Laundry Sink X 2.0 = Lavatory(Bathroom Sink) X 1.0 = 1V Shower(Stand Alone)Each Head X 2.0 = Water Closet(Toilet) -1 X 2,5 = f 0 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater Y Other Total Fixture Units Traps other than above Items Column Totals 3 2- Estimated Project Valuation �/& 000 — — Building Square Footage_ 2.,3(a o 15t Floor 2�3 —2 nd Floor 3`d Floor Basement Deck Garage Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: feet. C. Difference in elevation between meter and highest fixture: _ feet above meter or feet below meter. D. Pressure in street main: _ psi. (Measure with gauge or check with Water Department) I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described prop.rty will L.y in accordance with the laws, rules and regulation of the State of Washington. �!z Applicants Signature Date, FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms-46 Page 2 of 2 3/07 dwa . ,�.nUNFAuII-ti IOA.µ�«Nu4 -4u Jlb'0tJPu'JJ_lV0100 ITlQA S� •STLi ,':�. �� dw +tv�S'. a9V'd'JA0D Tl,VD114ILLNE ► Q6/S)000-ZSO-SZ9d O L Z 8 6 KM �'I'IIAS�2iF a ZINCl IS SAONS T08T ONI NOILLD l-dI,SNOO NOSNHOP g Cl 9661/T.0/I0 EUVC1 HA11bad3S LOOZ/TO/LO V9DVOIJHOPHQ TODD �� a axe # Sx MVFl �s QEIclIAO'dd SV GRURISME-d _ sar�ssnQNl QNV •uoaV Flo ,LN3W.L2 Vd:,-[Q of�..�s]r� ':ter.rr_�. ..�..,..._.�..............J....- ...-_. ___��.____` .. •-� f 1 -. 09/25/2007 08:07 136065e?--94 DB JOHNSON CONSTF",'T PAGE 02/02 D.B. Johnson Construction, INC. I801. Grove St. Unit B Marysville, WA, 98270 (360)659-I579 9/25/07 Laura Brown 7RECFIVI!City of Arlington Community DevelopmentI it �Qp] 23 8 N. Olympic Ave Arlington, WA 98223 BY: r Dear Ms. Brown, The application for the engineering and building permits for our Stilligtiamish Senior Center project is now the property of the Senior Center. Please let me know if you have any questions. Please send us any reserve amount we may have over paid for the reviews. Sincerely, Keith Ho r 41 Pre-Construction Manager r Page 1 of 1 Brenda Fecht From: Brenda Fecht Sent: Friday, August 31, 2007 3:54 PM To: Laura Brown Cc: Scott Black; Kerry Wentz; Sonya Blacker; Kelli Hale; Menglou Wang Subject: FW: Stilly Senior Center Project Laura, Keith asked me to forward this email to engineering. Brenda From: Keith Hoyer [mailto:dbj.land@verizon.net] Sent: Friday, August 31, 2007 3:22 PM To: Brenda Fecht Subject: Stilly Senior Center Project Brenda, Can you have Scott and anyone involved on the Civil side of the Stilly Senior Center project stop work on it for the time being? Thanks, Keith Hoyer D.B. Johnson Construction, INC. (360) 659-1579 Fax: (360) 659-3394 8/31/2007 ° S' 4GLE FAMILY RE'IDENCE BUILDING PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave, •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF CONSTRUCTION DRAWINGS AND TWO (2)ACCURATE, FULLY DIMENSIONED PLOT PLANS. TYPE OF PERMIT: ( ) Sfr ( ) Duplex ( ) Duplex to be Condominimized Project Address: I W22 J iA P�- Pol ifd Parcel ID#: 326 G0215DJJ Lot-#: Subdivision: 4 1 `astC& ' I `��� eA VI DY l fit' ( 4W, `J Project Description:s (,1. ��Y l �c�.� ( -Q �Project Valuation: 5-00 LcJO Owner: ► 1 1&W I m Phone Number: Address:ql�o '') Twil p� , 5�2�� Citylap JILU:ws State:�IQL Zip Code: Contact Person:_ -Q c s, q+ayl Phone Number:q —J-31 I_atom Cell Phone:LO.-5 --5b t5 44k),39 Fax:`i"2-!5 -37J— oIA/ E-mail: n.l lUg 4 IM(1L, 101, Address:sL�.!m - _1 1l.JY L-, City: State: Zip Code: Contractor: ((h _npo III b Phone Number: �� -� Address:& �- (�� C k__10CN City: State: Zip Code:Contractor's License Number:wfmArL_+z i(ai Do Expiration: 1�IZZ�7M p+0 Plumbing Contractor: Ave, Phone�iNumber: Address: 15lMbj�`o+AweAl City: State: Zip Code: Contractor's License Numbers, N y t' I V Expiration: (o Mechanical Cjontractor�: 'T f`�n 10PrA��Q Phone �N�u�mbber: " 16-5b7— ©�� Address: - `IZ i 0 `t" ✓ 'y✓ �City:Ma u,Syi lie, State:' Zip Code: r 2� Contractor's License Number- 1 � ,� Cf- I l(,0 Expiration: l ` tOy pl,­,t FOR STAFF"'E"CMN't 1 RECEIVED MAY 1 Permit# Accepted By Amount Received Receipt# T~' Date Received WEB Forms-46 Page 1 of 2 COA PERMIT CENM 02/08 sb 1 J c "NGLE FAMILY RE' 11DENCE r I�• i �; .. BUILDING PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 - Phone (360)403 3551 - FAX(360)403 3447 Number of Plumbing Fixtures (Including Rough-Ins) Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier Bar Sink X 1.0 = 1 Bathtub or Combination Bath/Shower X 4.0 = Clotheswasher i X 4.0 = Dishwasher 4 X 1.5 = Hose Bibb X 2.5 = Kitchen Sink 4 X 1.5 = Laundry Sink X 2.0 = Lavatory(Bathroom Sink) 2— 4 X 1.0 = Shower(Stand Alone)Each Head X 2.0 = Water Closet(Toilet) X 2.5. = '7 Whirlpool Bath or Combination X 4.0 = L Bath/Shower Water Heater Other Total Fixture QQ Units 0CD Traps(other than above items) Column Totals / Estimated Project Valuation �ll1lJ, Building Square FootageAVVo 1" Floor_ -��J� 2"d Floor_ � l(i � � 3`d Floor Basement _Deck Garage te 50 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 0 feet. C. Difference in elevation between meter and highest fixture; q feet above meter or � feet below meter, D. Pressure in street main: psi.(Measure with gauge or check with Water Department) I hereby certify th the above information is correct and that the construction on, and the occupancy and the use of the above- described p op will be in accordance with the laws,rules and regulation of the State r) Washington. -) kAl$ricants Signature Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms-46 Page 2 of 2 02/08 sb f . 01:vY "•� City of Arling, t } • Public Works Utilities Division O water Department ph. 360.403.3526 RECEIVED MAY 16 2'!� CROSS CONNECTION SURVEY Residential COA PERMIT CENTER FOR OFFICE USE ONLY Date Received: Survey reviewed by: Survey accepted by: Assembly Required: ❑ No ❑Yes DCVA RPBA Inspection Type of Residence: ❑ Single Family ❑ Duplex '❑ Triplex ❑ Apartment #of Units Other Project Site Address:1622;2 S O" +131 V6 - rA VIA l�Ci4'(T��A- q RZZ3 Property Tax ID#: � � ��� J�7� �I 503 Lot#: l ( C I�2 �1br CeABuilding Permit#: Building size: e-- #of stories Project description: �Jo I lw— « SSI� Property Owner: Property Owner's mailing address:(pJ� ✓lLe'f" P) - J ZD Property Owner's Phone Fax Occupant/Contact's name: m, 1 Occupant/Contact's mailing Address: ''l ,yY1.P��'.� - Occupant/Contact's Phone# .`Ycc�,Q �� � ����� Fax# 1 0- ) The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies. (WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where,in the judgement of the City of Arlington Cross Connection Control Specialist,the nature of activities on the premise may present a hazard to the public water system, should a cross connection exist. CCS Residential pal 2006 City of Ar..n>ston Utilities Division Cross Conne.._.on Survey Property Site Address: i"K Z SYYwtC. to Pt—, 16h)d 1 aVU MRn .�)A 9?ZZ?�) Name of person filling out survey (please print): T o . m Place a check mark next to all equipment/fixtures listed below that are, or will be,permanently or occasionally connected to water for use at your residence (single family, multi-family, mobile, etc.) Toilets ❑ Shampoo Basin Sinks (kitchen,bathroom, etc.) ❑ Drinking Fountains ❑ Janitor sink ❑ Film Processors Hose Bib (outside faucet) ❑ Photo Developing Sinks/Tanks etc. Bathtub ' ❑ Solar Heating system Shower ❑ Heating system using water Dishwasher ❑ Heating Boilers Garbage disposal ❑ Boiler Feed Lines . Ice maker ❑ Bidets Clothes Washer ❑ Dialysis Equipment ❑ Air Conditioner ❑ Medical Equipment ' Fire Sprinkler system ❑ Water Treatment/Filtration System ❑ Lawn Sprinkler system ❑ Decorative pond/fountain ❑ Private Well on property ❑ Hot tub ❑ Swimming pool The above information is complete and accurate to the best. My 'knowledge. I understand that any changes in equipment connected to the domestic water syJlC111 11 uSt UC repo LCU i111LllCdiately to the City of Arlington Utilities Division as a condition of c n rvice. Si I Print name Date CC Residential pg2 2006 City o, din toy n Utilities Division Cross Co action Survey Property Site Address: 7-2-2- S 1 j Name of person filling out survey (please print): I Place a check mark next to all equipment/fixtures listed below that are, or will be,permanently or occasionally connected to water for use at your residence (single family, multi-family, mobile, etc.) Toilets ❑ Shampoo Basin Sinks (kitchen,bathroom, etc.) ❑ Drinking Fountains ❑ Janitor sink ❑ Film Processors Hose Bib (outside faucet) ❑ Photo Developing Sinks/Tanks etc. Bathtub ❑ Solar Heating system Shower ❑ Heating system using water Dishwasher ❑ Heating Boilers Garbage disposal ❑ Boiler Feed Lines 3 f Ice maker ❑ Bidets Clothes Washer ❑ Dialysis Equipment ❑ Air Conditioner ❑ Medical Equipment Fire Sprinkler system ❑ Water Treatment/Filtration System ❑ Lawn Sprinkler system ❑ Decorative pond/fountain ❑ Private Well on property ❑ Hot tub, ❑ Swimming pool The above information is complete and accurate to the best_, my 'knowledge. I understand that any changes in equipment connected to the domestic water systelll 11uWL be repo Led iinmedla.tely tothe City of Arlington Utilities Division as a condition of c n rvice. Si QA Print name Date CC Residential pg2 2006 _ •�� �; I -., �I 5 R&iSIDENTIAL APPLICATION SUBMITTAL CHECKLIST zr Department of Community Development City of Arlington • 238 N Olympic Ave. -Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 Please use this checklist to ensure that all necessary information is provided for review of your project. One (1) comple-Led-SiTTgL--Famil-y-Resi-derdiaI Building Permits Application J Two 2 accurate full dimensioned lot plans ( ) Y P �J Two (2) sets of construction drawings g Two 2 sets of engineered drawings and calculations ( ) 9 9 (If required) Health Department ap val of septic system Verification of ter and Sewer Availability from City of Marysville (if ap li able) Cross-Connection Control survey application APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. WEB Forms—40 Page 1 of 1 02/08 sb JRR Engineering, Inc. 18609 76th Ave. W., Suite B Lynnwood, WA 98037-4149 (425) 697-5108 Client: D. B. Johnson Construction Project Location: Plan A- Buildii47,14118 1801 Grove Street, Unit B Design calculations are for 85 mph wind Marysville, WA 98270 exposure B and 25 psf snow load. (360) 659-1579 Do not use or depend upon thesb calculations for more severe wind exposure or snow loading. Scope: Lateral &Vertical Design Code: 2003 IBC Live Loads: Seismic ZoneD, (SS): 1.25 Dead Loads: Roof& Ceiling load 15 psf Exposure: I B Floor load 10 psf Windspeed (mph): 85 Exterior wall load 64 plf Snow load (psf) 25 Interior wall load 5 psf(floor area) Assumed Soil Values per 2003 IBC: Soil Bearing: 2000 psf(Contractor shall notify Engineer if testing indicates bearing capacity is lower than 2000 psf) Wind Design: Ps=k*IW*P530 (Simplified Wind Load Method, 1609.6) Where; k Varies over height& exposure (Table 1609.6.2.1(4)) IW= 1 1 1 (Table 1604.5) POO Varies with roof pitch and zone (Table 1609.6.2.1(1)) Roof rise in 12" : 6 " Roof rise in 12" : 0 " Horizontal Pressures Horizontal Pressures A B C D A B C D Ps30 14.4 2.3 10.4 2.4 Ps30 11.5 -5.9 7.6 -3.5 0-15' P5= 14.4 2.3 10.4 2.4 0-15' PS 11.5 -5.9 7.6 -3.5 15'-20' PS 14.4 2.3 10.4 2.4 15'-20' P5= 11.5 -5.9 7.6 -3.5 20'-25' PS 14.4 2.3 10.4 2A 20'-25' PS 11.5 -5.9 7.6 -3.5 25'-30' Ps= 14.4 2.3 10.4 2.4 25'-30' PS 11.5 -5.9 7.6 -3.5 30'-35' P5= 15.1 2.4 10.9 2.5 30'-35' PS 12.1 -6.2 8 -3.7 35'-40' PS 15.7 2.5 11.3 2.6 35'-40' Ps= 12.5 -6.4 8.3 -3.8 Seismic Design: V= 1.2SDsW/R (Simplified Analysis, 1617.5.1) p = 2 -20/(r(Ab)^.5) Fe= 1 (Table 1615.1.2(1)) SpS = Design Spectral Response Parameter(Eq. 16-40) SpS = 0.833 (Equation 16-38) p = Redundancy Factor(1.0<p<1.5) (Eq. 30-3) IE = 1 (Table 1604.5) Ab = Total Ground Floor Area R= 6.5 (Table 1617.6.2) r=(10/Lw)Vi /Vt(Section 1617.2) / V= Horizontal Base Shear(Eq. 16-56) Vi = Wall Shear 7 W = Total Dead Load I Vt= Total Story Shear .y D = Soil Type (Section-1615.1.1) Lw= Length of Wall Fa = Site Soil Coefficient Therefore;I V= 1 0.154 W �O QIS RQ� `v 011N owls . F14 k� l *.FV`.� SSfONAL � �/ Z007 Prepared by: RAF tj EXPIRES ID /ZS 12007 Checked by: RKR Project Name: Plan A- Building 7,14.18 Project No.: 07-02Q04 6/13/2007 Page 1 of J"—Ar—W eeran.,;L, Inc. �� ENGINEERING & PLANNING SERVICES Project Name: PLAN A — BUI� O T G 7, iq;1 9 No.: z LL b N 1 w H c 0 w aC `I E Of � N D � `O N v ry d �H O �4� J � J J < 0 O4, N Designed— Checked Date S�ZZ�U7 Sheet of 31 r �. VTR � Engin eerzn� In A ENGINEERING & PLANNING SERVICES A- Project Name: PEA N - RUM B N �q No.: 07 0Z QOlt '^ w � 3 v z a H o � v I `L z J M H 1 .Q � VP � dZ L Q O� H—A v > Z to v CIS N fv Designed K AF - Checked Rk� _ Date 3/22/07 Sheet 3 of o i 3z VTR � �nginee�-ing Inc. ENGINEERING & PLANNING SERVICES �1 Project Name: PLAN A — 8 UIL DING 7, 1`i,/8 No.: 07 Q�yq LET \ VV1 ND OPTze?M 6 A M 6 E �d 1�SS ONLY T s CMD ZQNL2 ,z 0,q( i�+8 2 ILIND -.LOADS LANE z v= AZsxT 3 ] C x A16 V= 11, U10 Xs) Xr-)] = 750 0 V= (LO�cS )� ZO x � I e00 LAT\ S CIS M16 WT = Is-( 33 x $Q ) + (o z)(33+$p) + B+Zoj + 33X8D) V = ojl q(610)f_ 170 0 # =6�d LA KC I)U D NC 'j RHO LINE 1 (woksT (A Lf NE ;�= Z— 2- 0 z 7�0 � ( z 0,75 < 1,0 I,0 ALL GA�6S TAB(L/ETC 1) ObS .T&N LOAPS Ill A,G V= T700( s) = IZ I O O 7sOA �tiEs'ONS6 mOi - !{DTustMEN1 FAc1oA v:- I loo 4 (L2-5 790" > I f 00 Designed RAF Checked R k R Date_Sf u/ 07 Sheet of—� r�. sTR � Engi n eerin�, Inc. ENGINEERING & PLANNING SERVICES Project Name: PLAN_ RUT LDfiNC 7� ,� 0 - No : �-OZ AND GiMAGr ONLY C Nll ZONE , zIc 2 q, _ 7, 1,11V 1) 4 2 V 6) +Nz* Gb GG V= C( )(6)�- I�,�C�X �� �O,� [I6x ] = 2970 LAT\ SalSn-fI , W OX,2Z) + El(l 0+7,7-)] _ l f,8'+ 5:2`` = ZED' (Wk R[D yQ AN0 , RMa LI G 2 D= Z — zfl 7 to i 3K� Z 13 D,67 8Y �W,, .�� I, D FOIL ALL 6AZ s fAj`ZLAT L- 0 IYS-E A LOAN ENE �;ssM.�c wzlvn G(, G b V= 3 M( i) (f4S4 < z rD{ Designed RAF - Checked R K Date 5/zz/07 Sheet_ S —of VTR Ei:gineerin,, Inc. ENGINEERING & PLANNING SERVICES Project Name: PLAN A- WILD.I N(n 7,Iq,I? No.: 07-02- 04 LSNE I v= uWl �- 4 90(Nx4) 303 PL F < 3 S0 PLF Q Z V U-P-- VD) = 242 y '< 3730' STM D I D ABz ,"P A8 ON Z x MUOSJLL � �-700,33) 7sg Or7 �,/y''xz''X% " PZ� WA 4: 2Lt" . LINO 2 V= 4SSQ'Aw= 3qq-1 Y6q /(2 sxi 43)- I12, n)-F< 3,50 Pz © yz H/w= 3s0 (Z)(g = 21 g PV-> I f2 PLF -D UPI-.[Fr:: Z 11 68$ '�< 7-3W# STMD A8= L`p AQ mN 4 M UUS.�LL = S70((.33)=M *encr PBS 47," 0,G, L2E &I W/o AR (UV/G�bR , SE E LINEAl, SHEET 7) v- IzIo1'- 4- tivDR S1' (,AS6 1/ t"O o/z o = 6 ( R-F (0NV6-JV*r-f0V lL. FKNALN G 4 OUT (C ONV, F�tG,) V.N.O_ OKKTUAPT-0 fs ca'FUA (07, o� cnafi) �z A6= 7Z"v,c. Designed_RAr Checked R�II Date s�ZZ 07 Sheet of—� grx?"T Engineering Inc. ENGINEERING & PLANNING SERVICES Project Name: PLAN A- PUILDENG 7tu � No.: 07-02 QOlf 1-ime 6 Aso ONv V= 7880*/. s6z�# W S tAA. HE pzF < 145 PL F ® O AB:: 7Z`4 . p.►_ WT tUT, LI v 19z s T 10 VMS) = 4 g PL F (O NV, FM6. �z ABA 72, °0 G 0-T. Nor ufT LTNE V= 160 P2-F 4-' 2-30 GZF = z 30(z)(1)= 172 Pz r > 10 A F ddt I E G VALVES INCLUDE LING G FP OM LT v-ZIUG, AREA f-aNEC Vw 2VO't+ 750# = 362-0 V5- If2s + woI-' 313� 2W1(6t7-0 t34 P-F < VO PLF Ag= 60 "Q 0.�E N Of G kiT Designed R d l Checked R M Date S/Zz-1197 Sheet 7 of VTR '� Engin eei=ink,d 'Inc. ENGINEERING & PLANNING SERVICES Project Name: PLAN A - BUM N 6 714, 18 -- No.: 07-0200It Lf NE Gp V= Z 70 1r 2970/Zz = 130pLF < 230 PL A6: 60 O,6, D-T, W GP ST, VEKT-�LAL TIZU SS ��G, P D A S L !�4' z) 7900 M7- 400( 00"r- < 700':'Tz): 401* 002yb UNa) VV R::U= qq0(-T)= I qP0� < 37-904 (I,I S)= 3776# `/Y T l Y'/2'fo -Oh E� IxI�J NF -4L Designed RAF Checked KkR Date Vzz/07 Sheet 8 of Feb 24 09 0r2: 22p JRP"Sngineering Inc. 4256E '506 p. 1 JRR Engineering,Inc. 18609 76`h Avenue West, Suite B Lynnwood, WA 98037-4149 Phone: (425) 697-5108 Fax:(425)697-4506 February 24, 2009 Post-it'Fax Note 7671 Date 217WO9 pages► � To M18F A 5 I M From R V J 5S F t?1's Mike Ashton co.roep1.14LAALA A HoMCS °o'7.RR E1N61N66r;1N6 Himalaya Homes Phone���fti)���. �1(y3J Phone#�`11. �`?q_gjC 9633 Market Place#201 Fax (4Z, 3�77- 94q' Fax q (4 J) "17—qS 0 6 Lake Stevens, WA 98256 SUBJECT: Shearwall Revision, Buildings 18, Stillaguamish Senior Center, City of Arlington, WA, JRR#08-32A Dear Mr.Ashton: JRR Engineering, Inc. understands the shearwall sheathing and nailing on party walls was not installed per plan at the above subject building. JRR has reviewed the plans, calculations and information you have provided and determined that sheathing and nailing shall be installed per approved plans for all party walls with the exception of Bedroom 1 on the main floor,which shall be constructed per the attached Partial Framing Plan. The modifications to Bedroom 1 must be applied to each unit where a party wall is adjacent to Bedroom 1. In addition, JRR understands there is some confusion as to the length of shearwalls with regard to the addition lines drawn along the party walls on the floor plans. These additional lines are architectural and may represent additional drywall requirements, but do not represent shearwall sheathing and nailing. Each individual wall requiring shearwall sheathing and nailing is marked separately with a and does not necessarily extend the entire length of the party wall. These revisions shall be incorporated into the plans with reference to the previously approved plans, specifications and details. Please advise if you have any questions or concerns regarding this matter. Sincerely, JRR Engineering, Inc. AW'dil &4W// �P K. 9i Russell A. Foisy4ir., EIT �4 c Concurrence: Ronald K. Riach, P.E. Encl. CAA JRRILETTERS10832AL02.doc ., �� / � . �� .� ;; f I Feb 24 09 02: 22p JRR -7,pgineering Inc. 4256P— '�5013 p. 2 M.to TYLATE I, — 11T 'A.to T.PLAT7 4040 T D tkT-L L'U 5 P Ox xs CON - rzGH C� OAL L 7 7� 19CAD KOrJ(ATR)W/io 441/46- tjT J5F- SiMP, SET—AP 0 P, I vq II DRILL ta EPDXY ADC L II Ags AS Rtab, VS.& Vz'yo)VV —xp oi 0'. I KITCHEN alb Room I B N 2 40" MIN. II L STA 17-1 P1 I 7" MIN 6 TO Tor Pl-, 6 PRVA14 LLS D L Gm To TOP L I PP OPMED HC 06 P, —'DO �-�E VTO %Iro STACKokE E ®R Yl 4-8 3/4' 21-131 (o'-1 114 6,-,v4, 4<6— m FLOOR, ABV V2' NO SHEATHING REQ'D ON RAKE WALL TYP. LIVING VAULTED rG S2 31- 3/4 SIM SIM REQ'D W% 3068 .4(;40 LOON .81 BA WALL 040 -41i:.�41.z� r. B 3010 B 2 vr1 .9 FOR614-STRAP PEI�-P/S2 $2 - 4.13 4W— �Q"v-6 lif 10 6 IN, \\S2) PARTIAL FRAMING PLAN — SCAIZ--: 1-' 6 �''1 f' •; �.� H � JRR Engineering, Inc. RECEIVE® U 18609 76th Ave. W., Suite B W m Lynnwood, WA 98037-4149 MAY 16 2008 0 z (425) 697-5108 Cpp PERMIT CENTER LU 0 > J Client: Himalaya Homes Project Location: Varies, Building 18 N CO 9633 Market PI., Ste. 201 1 1 1 i Lake Stevens, WA 98258 Design calculations are for 85 mph wind exposure B (425) 377-8600 1 and 25 psf snow load. Do not use or depend upon these O d calculations for more severe wind exposure or snow loading. } Scope: Lateral &Vertical Design J W _ �e NO Code: ASCE 7-05/ IBC 2006 M N m Lat. Des. Parameters: Seis. Class. D, (SS): 1.25 Dead Loads: Roof&Ceiling load 15 psf ti N Exposure: B Floor load 10 psf 1 o 00 Windspeed (mph): 85 Exterior wall load 8 psf(surface area) Live Loads: Snow Load (psf): 25 Interior wall load 10 psf(floor area) Floor Load (psf): 40 I Assumed Soil Values per IBC 2006: Soil Bearing: 2000 psf(Contractor shall notify Engineer if testing indicates bearing capacity is lower than 2000 psf) Wind Design: Ps=X*I,,*P530*Kzt (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; X , Adjustment Factor varies over height&exposure (Fig. 6-2) IW= 1 1 1 (Table 6-1) Pa30,Varies with roof pitch and building zone (Figure 6-2) Kzt= 1 Topog. Factor(6.5.7, Fig. 6-4), equal to 1.0 for flat terrain Rod rise In 1 6 Roof rise in 2 0 " Horizontal Pressures Horizontal Pressures A B C D A B C D Ps30 14.4 2.3 10.4 2.4 Ps30 11.5 -5.9 7.6 -3.6 0-15' P5= 14.4 2.3 10.4 2.4 0-15' Pg 11.5 -5.9 7.6 -3.5 15'-20' PS 14.4 2.3 10.4 2.4 15'-20' Pg 11.5 -5.9 7.6 -3.5 20'-25' PS 14.4 2.3 10.4 2.4 20'-25' P9 11.5 -5.9 7.6 -3.5 25'-30' PB 14.4 2.3 10.4 2.4 25'-30' P$ 11.5 -5.9 7.6 -3.5 30'-35' Ps= 15.1 2.4 10.9 2.5 30'-35' PS 12.1 -6.2 8 -3.7 35'-40' Ps 15.7 2.5 11.3 2.6 35'-40' PS 1 12.5 -6.4 8.3 -3.8 Seismic Design: V= Cs*W (Equiv. Lat. Force Des. per ASCE 7-05, Sec 12.8) Fe= 1 (Table 11.4-1) SpS= Des. Spectral Resp. Accel. Parameters (Sec. 11.4.4) SoS = 0.833 (Eq. 11.4-3) D = Site Classification (Section 11.4.2) IE = 1 (Table 11.5-1) Fa & Fv = Site Coeff. (Table 11.4-1 &11.4-2) R = 6.5 (Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1) Cs= IE*SpS/R (Eq. 12.8-2) JW= Effective Seismic Weight(Sec. 12.7.2 e p = Redundancy Factor(1.0<p<1.3) (Sec. 12.3.4.2) y Therefore; V= 0.128 W 4 Prepared by: RAF OFFiCE GUS 9/J00? Checked by: RKR Project Name: Building 18 EXPIRES 10 ZS/Z009 Project No.: 08-32C 3/27/2008 Page 1 of ` .-4,'j i �TR�. l Eizgzneering: Inc. ENGINEERING & PLANNING SERVICES Project Name: �UII aiN G I$ -- GARAGE f3N�Y T'H�s SN6 ► No.: p8-3�4 Ws �.x V Z %,4 Q w m � zl c � I Eb N � bo J � O � r ® Z N �� az L� zz H �Q io " Designed AP checked Rk& Date. �08 Sheet of �S t 32 �,�. I I I cTR..: Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: Ry�b�uG I ��l U(=�L�LL�' r�tLS 5�-IE� No.: 002-C i_I Imo_ VERj�LA►- - RSV=y'iOL sy tF q t i i -6 L wl x Z-1 O*ZAZ, gl— OA— TA b A'T6 b E 52(,,,J t DApS SE-S w I 2 Z00� I I160 I A_, 01 - f TONAL - - ; _� _1_& NAZ LONV. ZX jai� pCi,33� ►7SS�'�oct'_.� $! n ';1y'' pt. wA. -O 6KTvfA -Ts NOT LR.ZTmcAL � i l c nN�tiR . j z S E 0 - IrK3 I Designed RAF Checked Date �/Z7/09 Sheet 3 Of ti ' ..' �� .� ■ � '' � inn ■ ■ ■ ■Ml r ... .... .. .. .... . Sol OWN JIM ■■ ■■■n ® ® ■■ ■ ■ ■■■ ■■ , ■■ ■i■......so SEE T ■ ■ ■ ■■I N ® r 1 ■n■■■ ■iNo Mal 111111�111E ® n■■■■ ■■■■ MAI 1 �`� Y �TR_� �ngin eer�Fng y Inc. ENGINEERING & PLANNING SERVICES Project Name: VLLM(11 1g No.: � LPMALV�6D LIVING UIytTS DNLY �= 0, 1 of= 0.1 (34 ) V 3,5''---� L,v IA4 ND IA PS _� U!? N� Mplu(LOAD FRnM REAR (CVO&ST GA .e: V= - ( I U V= �� 3� 4I �--Vp�EfC w.A�L- ONLY UB V-z, [( (S)]_+ ICC��7.x �] L��y[3 -=� ! TMY(470 I ! 10 i � I V:: [if) P �,l�T - - sasMll, - l2 14 VNVr d NL 1 0 F-H _.� I. 3 I I� Lvvp� ►y = 0,635 vp=D,Izg' -3[,g�(NVO-638 -ZT i"!, 36�Z-- VP;us o.rzgN, (I, �(a3b ' 1`1-70� IdITTF I � ( I i#t I I— Designed. i RAF Checked Rep, Date Sheet (7 of�— � Y T Yy M:_ I ■ � ■�� ISMMEN ME ■vim WE MEMORIES ONES n■ NONE mom ■ � , �. IN 0 mom MONSOON MEN 0 w ., .� - - i JR�d Engzneersng, Inc. ENGINEERING & PLANNING SERVICES Project Name: B()ZLD.SN(A is NO.: 09 3z 1, `II -TN E (M ORSG rNA L.l i l' rAkE N Vw 70 Vs: 7OL10— (1,-4 I gay I - 070 173 �'LF Zp 350 I R FtF >1;7YtF -bkl_ Z_D!,a�F>IS`7-p�F-dk I I l �' � I I i �•T N OT LET, -- _ i d � oN MU105Lc.L= fl(1.33r i8Ott x)�� A oN- MIIDSuL�73b(J�3)� - r I I E Z - � V 1 s � I 17 &-K 54 L , _ r - 173g7i60 Ov r b G AIV = 131 fl o� 3 LF CtT ITS (Z QM Tfl 1'D RthH _ orgy i I 45fAll 8M ro rDp.P_1- f F O&vpPCD_ _ �0°4 �Nt. pe �P� Z3Dh 3.Z(►' D) , flD DCAP. -I j Z 3 3 L Z sS'(o,q Ci,W1 - 332V �� I = r z. I-� - o,e31.11-13-7—ALF BLock t L!�i� ArI I i W Designed RAr— Checked PIkR Date 3/2-7106 Sheet of 15 �. ' I -err .• • f I ��..� F_ Z2g'Z12eeI''IZ2g, �.Z1C. ENGINEERING & PLANNING SERVICES Project Name: 13 DTN(n 1$ _ - No.: 08'32G LLNE M3_ i Mao WALL AT STAIRS Sk/ D6526N W/ roue EL I - corvs�To-FvR 6615rfc rAAJvsFER I KQL)NO OrENzuA . U 3 : V= 6 -ro�o, of wlN I, fi I 30 „ of- 7 1 L21U 1: -7 M — cMECk zldto I _ t -Ok OY _ C�-1Eck L2NE R ! 1 Q1lJkPMT AM WALL- AC OV6 wrpDow s11 L Z(Z)' I 3 ..7j- L x1 -OkP _SAeMwAI-L OFPLF <1 -- I — I CVdjV. I- 10 AT U�L1FT = 61b#R�wsF�REp rn _I cdrvs2.��NG wl4,LL BLOW Ss�L 2640 o LL o, I zo ! 6sb U5� M�1Z7 paK Io r. + — - - (3CAM TD (3IG .. g I tZLGT o !3 0 si 3 UpLZPT :;: Z BgD < 3730#S19PIO - I ,AB= 78S/(L6wf 5) "D.L, - ! Designed R-AF Checked RKPI Date 327/0$ Sheet IT of S JR-ir Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name:—BUL OT- (z, 1 g £NC MA, 8 - t7,NsCRVATTvE Fop, Zd6.W(19)= 1 n$ PL F LOW, FM (A 6XT '►-vAi:Z Z40/GI5)- 137 PLF "-' z30 PLF- I 2 • w L� I NOT 01T �I T I ,� - - 71137 - 6n``a. 6,. i - I _ I 'r L�66h fiN( MR GARAGk `INE GA I V= 316D;"-� 2-,Qbo�= S7201, 5ZZ0/� 1c��21�� 16$ ILF< 730 At I Al L I _ i 1� GtL HT G 51'U ` t W per IgG iyRr,3,L 100 —— _ i i I _ 1 1 Z -t z l�.. I I I R_ (y,�81 —f, w l N S N C- (>-I Designed RAF Checked Pkp, Date 31 z7/0 9 Sheet (n of 1 S .. ' :. _ .s Full Height King Post® STArRS Try (2) 2x6 HF 2 b = 3 Fb = 1360 k= 1_0 d = 5.5 Emin = 470000 c' = 0_8 S = 15.13 Kce = 0.822 SL = 25 A = 16.50 Fc = 1495 DL = 15 0.5fc = 7.2 0.5P = 119 fc = 10.5 P = 173 fb = 946 M = 14306 0.5fb = 473 0.5M= 7153 Eave Height = 17 ft le = 204 in FcE = 280.8 psi Fc = 269.0 psi > fc OK Ww+0.5S (fc/F'c)"2 + fb/(Fb(1-(fc/FcE))) = 0.71 < 1.0 OK 0.5Ww+S (fc/F'c)"2 + fb/(Fb(1-(fc/FcE))) = 0.36 < 1.0 OK Where: (Values from NDS 2005 Table 4A) Fb = 850 psi(1.6)= 1360 psi Fc= 1300 psi(1.15) = 1495 psi Prepared by: RAF Checked by: RKR Project Name: Building 18 Proiect No. 08-32C 3/27/2008 Sheet 1-of IS . y 1 Full Height Stud at Stairs Try (1) 2x6 HF 2 A-16" o.c. b = 1.5 Fb = 1836 k= 1.0 d = 5.5 Emin = 470000 C' = 0_8 S = 7.56 Kce = 0.822 SL = 25 A = 8.25 Fc = 1495 DL = 15 0.5fc = 8.8 0.5P = 73 fc = 13.0 P = 107 fb = 1146 M = 8670 0.5fb = 573 0.5M= 4335 Eave Height = 17 ft le = 204 in FCE = 280.8 psi F'c = 269.0 psi > fc OK Ww+0.5S (fc/F'C)^2 + fb/(Fb(1-(fc/FcE))) = 0.65 < 1.0 OK 0.5Ww+S (fc/F'C)^2 + fb/(Fb(1-(fc/FcE))) = 0.33 < 1.0 OK Where: (Values from NDS 2005 Table 4A) Fb = 850 psi(1.35)*(1.6)= 1836 psi, Section 2306.2.1 Fc = 1300 psi(1.15) = 1495 psi Prepared by: RAF Checked by: RKR Project Name: Building 18 Proiect No. 08 -32C 3/27/2008 Sheet IL of .,,. ,y JR�l E rjtAOx2 e4erinA, lnc. ENGINEERING & PLANNING SERVICES Project Name: 6VU-01 N(,, 19 No.: 08 3ZG I I VC-R- _CA - —- - �- - —; —i- E— ROO HCA06RS (L✓SNDOWS) L= y ' ' FpoAr(' wA lb—US6 3 V51 f 11= ago( ) 760... <<?) 7d0 1�00r 70ZX6 CIF*Z - ROOF BA/1 AT Pop cm L: ►D,� FRo N i ro2LM T , to, A Nbow nl t _� , ' 8 R�� (Z) 700+ 00 K POPT4 gCAPI L= q ' �sL 2 R(Z)--z336 3H35 Lit oR 3ggol z_il I 4 ) 52s < ID L:[spa- 9,,rs g' o R 57.5V 4- ` q . 104�_ `O 3 /1jgS vr1 ra HF#� r 1 EM I I 1 %4SL-,,ORST c 66 I l v Designed KAF Checked RKR Date 314 0$ Sheet 13 of 15 — n .a� '�� .VTR,� Eng�n eer�ng, lnc. ENGINEERING & PLANNING SERVICES Project Name: &VIMN(n No.: 69-3u Lj MA A MOP, NEAp 2, 3 � R 475(�� - 713' C (2) �gZ' * Say'�< (2-)(7Qv)Z 140014 T_ kIGNE N ISEAM170/1 --{- I L:-- i " SS I II ( ', Too �g000 -� ,z) a 1 1 - I _ J L 44� � - kfa- a UOAD DC-F[,. "P.�0��. WN i��z„ yak 'f iy h .2 IMAX N= I - Designed KAF Checked MR Date 3/zVOI Sheet —of19 =_ �_-___ � ~ - � .. � � � � / | | / . ~n ^ � ^ | | xx ~ . - . . �TR�,d Engin eerin�, 1'nC. ENGINEERING & PLANNING SERVICES Project Name: g�ftwh g No.: I 1 I I E J1 1��OF EAM D 6P- 5 AZP,5 : 1-2 {_ [3 V T L �- -° I G .06P. Tkus5 L oAO. _ GT_ 1710'�' _ G'Av( wA n- v- zZy( z) =i3v� & 13 Ll 17i Z- I I ��1 T'1= zz ►� '— )� z � D.ZD 1-70> Lct7 I. b I 2 . I Es _ 30sy _ 015 — I -w _ I ► I _ I uv f I I ' —2 V7 G--T ),;7-F �Zb7�Z00b %IA Li USEZ wwv `1 G JIl l)AJk—* , lJrZ W A. LIDO II I _ 3z I 1 Designed Checked Date 22,7/01 Sheet 15-of f S CO ST UCTION Diane Glenn OF WASHINGTON, LLC February 27, 2009 Razo LLC 9633 Market Place, #201 Lake Stevens, WA 98258 Stillaguamish Senior Center Expansion 1822 Smokey Pointe Blvd. Arlington, WA Final inspection report for Building #18 rZ o -i L Z 3 All inspections performed at the project were based on the builder's specifications, product manufacturer's specifications, and best industry practice. All references made are to the specifications developed specifically for the project. Course of construction inspections were performed of the building enclosure for the purpose of quality application of material to meet plans and specifications. Construction of the building enclosure has been constructed in substantial compliance with requirements of Engrossed HB 1848. The following areas were inspected with comments for each item and results of inspections. Window flashing materials Window installation RECEIVED Sliding door flashing Sliding door installation MAR 12 2009 COA PERMIT CENTER Office (425)709-6100 Cell (425)351-0940 40 Lake Bellevue, Suite 100, Bellevue,WA 98005 i Door flashing Door installation Weather Barrier Siding material and trim Roof flashing Other exterior flashing details Exterior penetrations Windows: (MI Windows) Window installation was inspected for nailing and installation per product manufacturer's specifications. All areas inspected were observed to be completed with no outstanding correction items. Sliding Doors: (Ml Windows) Sliding door installation was inspected for nailing and installation per product manufacturer's specifications. All areas inspected were observed to be completed with no outstanding correction items. Weather barrier: (Fortifiber Jumbo Tex 60 minute building_paper) The weather barrier material was inspected for installation to manufacturer's specifications and building code. The weather barrier was inspected to assure no tears, gaps or missing areas. Inspections were performed for correct overlap of material and sealing of all penetrations. All areas inspected were observed to be completed with no outstanding correction items. Special consultations in the field were performed for correct application of weather barrier to assure consistency and best procedure for prevention of water intrusion. Flashing: (Fortifiber Flexible Flashing High Performance System) Window and sliding door flashing was inspected for correct application of material per product manufacturer's recommendations, builder's specifications, building code and good industry standards. Flashing was installed before window and door installation using an approved material "system". n I I All areas inspected were observed to be completed with no outstanding correction items. Special consultations in the field were performed for correct application of window and door flashing to assure consistency and best procedure for prevention of water intrusion. Siding (James Hardie Siding and trim was inspected for correct installation per product manufacturer's and builder's specifications. Siding and trim specifications included caulking of all areas required by manufacturer's specifications. All areas inspected were observed to be completed with no outstanding correction items. Doors: Man doors were inspected for installation per builder's specifications. Sills were inspected for correct sealing against water intrusion. All areas inspected were observed to be completed with no outstanding correction items. Penetrations: (vents, light blocks, hose bibs) Exterior envelope penetrations were inspected for correct application of flashing material and sealing at the penetrations. All areas inspected were observed to be completed with no outstanding correction items. Roofing: Roof flashing was inspected for correction application at roof to wall areas and other flashing areas for installation to manufacturer's specifications and building code. All areas inspected were observed to be completed with no outstanding correction items. r �; - �! Final: All exterior material applications inspected were observed to be completed to builder's specifications, manufacturer's specifications, building code, and good building industry standards. This represents a full report of inspection of window and door flashing material application, window and door installation, weather barrier application, siding application and other flashing areas. b, 'tted by: Diane Glenn Construction Consultants of Washington Building Enclosure inspector I L -7 ? 44 V, 757 It File Edit V*Yi Message Insert Options FormatTut Add-Ins 6 c" AW, VF r-'07-7483-bfecht-Microsoft Internet Explorer provided by Citj of Arlington — 0 BLD-Building Permit Ver: 1 Priority: 907-7483 E Vj'j to ThI applicant:ISTILLAGUAMISH SENIOR CENTER status:JAPPLIED {;ataddress:118222 SMOKEY POINT BLVD BLDG R,ARLIM1 post date:16/29/2007 $et N data screens: Select Screen_ -7J functions:I Select Permit Function.., of z 0 YEEWS t; Reviervir Remove Review Print Close of 0;E 14 P-Public Works I LTAYLOR 5/27/2008 0 Y N ASSM B; 1016 P-Public Works 11 LRUPERT 5/27/2008 0 Y N ASSIGN 1026 P-Utilities Fees RSHEPARD 5127t2008 0 Y N ASSGN 2000 C-Building I CYOUNG 512712008 0 Y N ASSIGN 2008 C-Community Development I BFECHT 512612008 1 Y Y ASSIGN 2010 C-Community Development 11 6FECHT 5/2712008 0 Y N ASSIGN 2014 C-Planning I YPAGE 5/27t'2008 1 Y N ASSIGN 2016 C-Planning 11 KSHERMAN 512712008 1 Y N ASSIGN Arlington C-pl.r.Sign PUbtIC CI... Remit APpli... 5 r-k, 3004 X-Ffre TCOOPER 512712008 0 Y N ASSIGN Building FAr,"jesttons code�-rj_ sh� 160--ne ktranet 100% 'Startlial Inbox-Microsoft...I _j office supplies- Adobe Acrobat S ti:_19 PM _jJ RE:07-7483, OL..j _j RE:tMbbi.'s f.... 2 Internet Ex... t Tuesday, May 20,2008 12:19 PM i � � Gti' Y O� City of Arlington 7 o Community Development 1 jN G`t Permit Center REQUEST FOR REVIEW NAME: f.0 J E. ��c io-�i &Itav- L11'ctheBP DATE: �� - (> 3 -67 RETURN THIS FORM BY: D 7- PROJECT SUMMARY: Lj Pl ey 'D%EC virviivV v� rrii� i i iLir i � (T:c: ^:ic , IRt DAVE A., 5UILDING UTILITIES KERRY W., BUILDING BILL B., NATURAL RESOURCES SCOTT B., BUILDING ENGINEERING YVONNE P., PLANNING SHERRI PHELPS, BUS LIC C-WA , CONSULTANT DERYL T., Mr\\RYSVILLE UT'L !!M T., CONS!ILTA.NT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form to the Permit Center. If you have no comments, please return the form-vvith the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. ❑ COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO ❑ NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE EIVED s Ira" City 9 of Arlington Community Development Permit Center REQUEST FOR SFR REVIEW RESPONDING DEPARTMENT: PLANNING r/ / s BP #: n �- 7�� NAME: �l ADDRESS: J �' ?2 �r>w, , .��` • ��V� PLEASE RETURN FORM WITHIN 3-5 WORKING DAYS FROM ❑ Mitigation Fees Verified: School Mitigation Fees: Community Park Impact Fee: E C E I V E Mini-Neighborhood Park Impact Fee: Trip Impact Fees: ❑ Set Backs Verified Required/Existing: Zoning: Front Yard/ Street Setback Rear Yard Setback Side Yard Setbacks ❑ Lot Coverage Verified ❑ Shade Trees Verified on Site plan ❑ Height Verified (Called out on Site plan) SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Permit Center. If you have no comments, please return the form with the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO PERMIT CENTER. IN COMPLIANCE WITH LAND USE CODE - OKAY TO ISSUE ❑ NOT APPROVED -ADDITIONAL INFORMATION REQUIRED o,�-(`SEE ATTACHED REDLINES OR MEMO FOR COMMENTS)1 *L. *0011k �� icy 610d- ��^� �� ��� ��d- ��n1.err\�.( io g;�. �• �., REVIEWED BY "-l'In DATE _0' 1 Lf—6?L 1 -^� City of Arli.' ".INC.j?, July 13, 2007 Keith Hoyer DB Johnson Construction Inc 1801 Grove ST Unit B Marysville, WA 98270 Keith, After intial review of the building plans submitted for Stillaguamish Senior Center permit numbers 07-7479, 07-7480, 07-7481, 07-7482, 07-7483, there are some items to be addressed prior to finishing the review process for the building plan review. i wanted to give you the first comments received before you turn in future permits on the same building designs. Please review the comments listed below prior to submitting your next set of drawings as well as address them in your re-submittal cover letter or revised plans. Please keep in mind, additional comments may follow from other reviewers after this first review is fully completed. See the attached cross connection residential survey also requested to be filled out for each building and submit tivith your re-submittal of' information and with each building permit that has plumbing. FIRE Review comments as follows: 07-7479, 07-7480, 07-7481, 07-7482, 07-7483 07-7487, 07-7488, 07-7489, 07-7490, 07-7491 1. Fire protection (hydrant system) to be installed prior to building construction phase. 2. As agreed on, certain Structures are required to have automatic fire protection. Applicant to submit plans. 3. Fire extinguishers will be required for units. BUILDING Review Comments: 07-7479 1. Each Townhouse is required to be separated by a 2 hr wall. R317.2 2. Each townhouse shall have a parapet at the roof between units. R317.22 07-7480 1. Each townhouse is required to be separated by a 2-hr wall. R317.2 2. Each townhouse shall have a parapet at the roof between units. R317.2.2 3. Provide floor layout showing clear floor areas for plumbing fixtures and appliances. Stilly.Sen. Ctr.RequestInf67-13-07.doc ;: z t Stillauuamish Senior Center Multi-Family Nwe 2 07-7481 1. Each townhouse is required to be separated by a 2-hr wall. R317.2 2. Each townhouse shall have a parapet at the roof between units. R317.2.2 3. Provide floor layout showing clear floor areas for plumbing fixtures and appliances. 4. Show sprinkler riser room on buildings plans. 07-7482 1. Each townhouse is required to be separated by a 2-hr wall. R317.2 2. Each townhouse shall have a parapet at the roof between units. R317.2.2 3. Provide floor layout showing clear floor areas for plumbing futures and appliances. 4. The water closet in the type A unit must be a maximum of 18" from the side wall. ICC/ANSI al 1 7. 1-2003 Section 1103.11.7.1 5. Provide cross section details for crab bars. 6. Show sprinkler riser room on building plans. 07-7483 1. Each townhouse is required to be separated by a 2-hr wall. R317.2 2. Each townhouse shall have a parapet at the roof between units. R3172 2 3. Provide floor layout shOwing clear floor areas for plumbing fixtures and appliances. 4. The water closet in the type A unit must be a maximum of 18" from the side wall. ICC/ANSI a 117.1-2003 Section 1 103.1 1.7.1 5. Provide cross section details for arab bars. Our plan reviewer would like to meet with you to discuss your plans. I will call you with an appointment time. If you have any questions, please call me 360 403-3551. Best Regards, u Brenda Fecht City of Arlington Permit Technician Cc:building file Stilly.Sen. Ctr.Requestlnf67-13-07.doc Y r City of'Arlington l 7 z Community Development �llN G Permit Center REQUEST FOR REVIEW NAME: ` U�IU{ BP #: DATE: `� VA RETURN THIS FORM BY: PROJECT SUMMARY: ' 0`�- `� e sA:D 1�zz r_ �- .., ;ram ^fit E\•— UTILITIES KERR'Y W., 8UILDNG BILL B., NATURAL RESOURCES ' SCOTT B., BUILDING j ENGINEERING YVONNE P., PLANNING SHERRI FHELPS, 3US !-IC O�^��A . CONSULT/1--NIT ��RYL T., r..1� _ ,RYSVILLE UT'L !!,l T., C0NSI 'I T N!T SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this fcrmand your comments in memo form to the Permit Center. If you have no comments, please return the form;%ith the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CEIJTER. ❑ COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY !� DATE ONG'-'�'l City of Arlington Community Development Permit Center �� /S REQUEST FOR REVIEW NAME: 1 41_-BP #: DATE:_ © �- �' 3 `67 RETURN THIS FORM BY: Q 7-Z1'7 - 07 PROJECT SUMMARY: 'DEC LiLiv i T0IM C., IF iRE DAVE A., BUILDING UTILITIES vl � KERRY W., BUILDING -BILL B., NATURAL RESOURCES S TT B., BUILDING 1,E N G I N E E R I N G l,� f_J E P., PLANNING SHERRI PHELPS, BUS LIC C-WA., CONSULTANT DERYL T., MARYSVIL LE UTIL J!M T., CONSULT,".NT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this fcrm and your comments in memo form to the Permit Center. If you have no comments, please return the form with the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. ❑ COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO ❑ NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE_ �� I) y City of Arlington juL o 2007 7 > Community Development N G'�0 Permit Center REQUEST FOR REVIEW NAME: �r­k, :&/4:CBP #: —Lq-- DATE: 0?- 3 7 RETURN THIS FORM BY: 0 7— 17 PROJECT SUMMARY: ,D zz TO IM C., F_i,.:R E Dt`A1f1_z_ A., Elk.."ILDING UTILITIES KERRY W. BUILDING BILL B., NATURAL RESOURCES SCOTT B., BUILDING ENGINEERING YVONNE P., PLANNING r. SHERRI PHELPS, BUS LIC CWA., CONSULTANT CERYL T., MA\RYSVILLE UT'L YM T., C0NSULTf'_'NT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this fcrrn and your comments in memo form to the Permit Center. 11 you have no comments, please return the form-%,%,;Ith the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO ❑ NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY ---DATE City of Building Division • Memo To: Permit Center Cc: From: Scott Black Date: July 11, 2007 Re: DB Johnson 07-7483 The following revisions or additions need to be made to the plans: 1. Each townhouse is required to be separated by a 2-hr wall. R317.2 2. Each townhouse shall have a parapet at the roof between units. R317.2.2 3. Provide floor layout showing clear floor areas for plumbing fixtures and appliances. 4. The water closet in the type A unit must be a maximum of 18" from the side wall. ICC/ANSI al17.1-2003 Section 1103.11.7.1 5. Provide cross section details for grab bars. i ��UN6/Oy CITY OF ARLINGTON Fire Department '`�Af DEQ1 Memorandum TO: Permit Center FROM: Tom Cooper/Deputy Chief DATE: July 11,2007 SUBJECT: Permits 07/7479,7480,7481,7482,7483,7487 7 y'�I4 17 V�'V 1 )`/�'�j �] 1. Fire protection (hydrant system) to be installed prior to building construction phase. 2. As agreed on, certain structures are required to have automatic fire protection. Applicant to submit plans. 3. Fire extinguishers will be required for units Mt G17' Y fl City of Arlington 7� o Community Development lIN G� Permit Center l�3 REQUEST FOR REVIEW NAME: � �11 j��� i ��C�� <`=�LBP #: DATE. 0?— U 3 -67 RETURN THIS FORM BY D ?-�1 PROJECT SUMMARY: L) I\ESP V I`ir.I 1 V TO.'1 C., IF iRE DhI'VE- A., BUILDING UTILITIES KERRY W., BUILDING BILL B., NATURAL RESOURCES SCOTT B., BUILDING ENGINEERING YVONNE P., PLANNING SHERRI PHELPS, BUS LIC CWA., CONSULTANT DERYL T., MP\\RYSVILLE UTIL !!M T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form to the Permit Center. If you have no comments, please return the form,vith the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. ❑ COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO ❑ NO COMMENT FOR THIS,REVIEW, OKAY TOO ISSUE PERMIT COMMENTS— oO�,D REVIEWED BY City of Arlington UU -, Community Development utilities Div. ING1S0 Permit Center REQUEST FOR REVIEW NAME: LL ����-�i &-,��t�� ( BP #: — -17510C� DATE: 7- U 3 `67 RETURN THIS FORM BY: D 7- 17 . - PROJECT SUMMARY: Lj f TOF.1 C., iRL Dt`\ E: A., BUILDING (: TILITIES KERRY W., BUILDING BILL B., NATURAL RESOURCES SCOTT B., BUILDING ENGINEERING Rr YVONNE P., PLANNING SHERRI PHELPS, BUS LIC CWA , CONSULTANT DERYL T., Mr'\RYSVILLE UT'L J!M T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form to the Permit Center. If you have no comments, please return the form�a-ith the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. ❑ COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO NO COMMENT FOR THIS REVIEW, $gA-Y-�� nT ❑ COMMENTS REVIEWED BY DATE % `2-10 `� I City of • • Building Division Me' mo To: Permit Center Cc: From: Scott Black Date: July 11, 2007 Re: DB Johnson 07-7483 The following revisions or additions need to be made to the plans: 1. Each townhouse is required to be separated by a 2-hr wall. R317.2 2. Each townhouse shall have a parapet at the roof between units. R317.2.2 3. Provide floor layout showing clear floor areas for plumbing fixtures and appliances. 4. The water closet in the type A unit must be a maximum of 18" from the side wall. ICC/ANSI al 17.1-2003 Section 1103.11.7.1 5. Provide cross section details for grab bars. Y O-, City of Arlington Community Development ltNG`t Permit Center REQUEST FOR REVIEW NAME: r—>'t� 97L6 1 & ,t e6' !`� '�BP #: f� �� - ���3 DATE: 0'2- 3 -67 RETURN THIS FORM BY PROJECT SUMMARY: i f viviiV Vt-r rii i •:iLv i v T0".1 C., IR` DAVE: A., BUILDING UTILITIES KERRY W., BUILDING BILL B., NATURAL RESOURCES SCOTT B., BUILDING ENGINEERING YVONNE P., PLANNING SHERRI PHELPS, BUS L!C CWA., CONSULTANT CERYL T., t IARYSVIL LE UT•:L J!M T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form to the Permit Center. If you have no comments, please return the form-%vith the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. ❑ COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO ❑" NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS DATE REVIEWED BY - - y 0 IN SE1/4, NE1./4, OF SECTION 20, T.31 N., R.5E., W.M. 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CM TACT•A rE0 HAMNER0-a it P & SEWER PURVEYOR g S L an or AmwoTE« �•\ !• 0000 0 1 ElmI I LEGAL DESCRIPTIONS PER BLA Z-06-054-81 A ---..-- /,6 3 O o0 I I�,� •••'•-1 I {7 I I 1 I I`� �p 1 I NEW�CEL TI](Na00Filwn sAb&> cFN PARCEL) q j DUra (C60S06271.RLCOt{OED UIgER KINTO"FILE of Igor 122100 Two INORI CIA.K1.A 1'OR1iM U LOTS 6 ANO T p MKNRAY HOAL SI7L5,ACCOAp.YC 10 I1!RAT 1N[MOf,IRCCPO(D IN WIUYE It or RATS I PAGE 13,ACCORDS OF SNOMOWSN CODNt1L TTA9JMOTOt1 O O O O O O O O - tACIPT THE CAST 10 FEET COV41MO OF DSEO FOR ROAD TO THE CITY OF ARLINGTON 43 /jOrL� I' - I 1 2 UNDER RZOO IOING NO,20070 9 1 > cr T O O �Cf"O S v ' kIM��'„�� INCEPT ME IQUTH ea FEET TNEHEOF.E ` r------ -- --`�- 1 •M TO.E�}tcR MIM 1f+r NEST 10 FEET Oi ME EAST zp r(LT Or 1NC SWAl 12 FEET�� , OFSAiD l VA 1. N NEW PARCEL i I ww WEST 10 rUl OF THE CAST 30 rEtT AND rK VEST]to FEET Of THE EAST 200 FEET 1 ff.L'L EOVM I(0 FEET OF LOT 6,N, WAT Ilpt(YJEs�Ax(RD/JO TO THE FLAT WFLof. w WLUyE TT OF II:A71.PAaE TA ACCORD!Or]IIONDNIpI COW TT,wNFCIwtO1. O ,nn AEI _ ,A NY3I1'PMCEL 2(01'"ITE ADJACENT PARC0. EJ� EOT T OF lgKrlyl COUNTY SNC/IT PUf 2N 5-71 RLOOIED[D UNDER AVRTOF'S `A J / •�:�..� •• / ••-- FEE t7.MlCM.71052J O IA0 SKOIT PU1 0NN A FORTROM Of LOTS 0 AND 7 OF .. NEW PARCEL S BLA•BOUNDARY �; I' E KQH*Y NOUE STIES,AC(OAWO 10 THE IEAT THACCF,R[COROED N VOLUME 11 OF PLATS, i L D Y S f ' I PAOC 1S RCCO SI Of$JpyyJSN COUNTY,TU6NrWTON1 cr PER Z-06-0 4-BLA L D T 2 L o r a L o T 6 I I I I !I CMEFT IN 9DUM S6.10 FEET THEREOF. /1\0 L D Y 6 SHORT FIAT A.F.N.(B 7 0 S 0 a D+.6] I L.7 Y H DRY PLAT A F.N•<5°0 6°2 2j 7L 0 Y J I "Pt"HER VAIN THE NORTH 15,50 FEET OF THE SOUTH B&SO FWr DF THE NEST 27100 FEET `•�` .�-• I OF]NO LOT 1. w z AWLSOXAPPROIVAL NOTE,' I -- I NEW PARCEL 3(SLEDJECT E7�ANSION SITE PARCEL Z I" _ Lot!,10.^rtAAT MMC IiRS,ACCOIDwO 10 lwC PLAT MERE,MCCOROEO IN VOUJNE 11 E1r (� 1 Or FLATS,PAR.S,ACCORDS CT] a 0 l NUILBO%t1PE AMD LOCATIONS MALT BEEN APPROVED 6Yr I LOT 7 •• / • L O 7 6 I LOT 7 A I I L b Y Y 1 I N61,W1M COAT',WAAUOWTpy L' r 91 WK ON: EYj CUCEK rAt EAST SO FEET CTED 0Y VIDEOFOR ROAD TO For CITY OF ARUHOtON `�. -11 0-1 LOCATI SMOMCY PONT POST OFFICE I •! UNDER AECa"O No,20070 AND, T1 z -•• .I I I I I I I 0(CVT TIRE EAST 10/Kt AWLLHYI AID, 0 -o 1'I BRUCE FERGUSON DATE:00-66-07 I / 1 I ECCfPT TIE EAST 4.FQT K 1K 6C•J1H ISO FEET-THE NJJA!1'aEA:AND. I-4 1r I ExCCFT THAI PORTION THMOF O(7L7EefD A3 FOLLOWS t,U APPROYAJ,LEf7FA IS ON FILL AT A OF ARLJNOMR 1 1LLJ AND AT OITICE OF LSA QIGo 1 I I TNWf1 r10AM ALQIW iK WA1w LxRH9CW Dr T¢OS_r LINE 7M[F.(Or.A aSrANC[ar W z THE 1 i I KCWNIO AT T11C MOII7NWCST' CI'W Tlfr EASE 1400 FIII K TRACT.Of SID PLAT I oP ' • �� .A '---.���� , &SO FEET TO AN[VOTING WRE NO POST T)NOC LINE NAT H PI FAR CONa nag; Z ' I THCNCE EAST.ALONG SIRE AND POST f(MCE LNG A DOTA) C<250 FFEI,MORE Ell (n IY ' -----'_--- ai 1 82ND STREET N.E• LESS.TD A,FEET OF SAO CA Tab FIFTH00 iM[IIORIH fX/(FJSON QF MT EATT IAIr or 1M[ 0 a Z •�-J iRSF 7J0.00 I[tT M SAO U!1 ON.q rirn Q `-�.-----I f --w_ -'-- -'�' -~ - -�- • - Nt 0 9WTN.'MO 11 M140H OF THE EAT LIE TMERLOF,A DISTAI CE OF S.S TEE,. 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(%)A-PHALT PAVLMCHf r 1 COVER SHEET ASPHALT PAYEMEJ T RTCOAo60 UD[R N y F.E NUdeE1f 16,2310070.SAD ANRI RAT BlFJO A V 2 PAVING&STORM pRAINAGE PLAN P(?ftbH OF LOTS R AND p NONMY HONE SNT]L ACCCAOMp tp T1K CIA[THINEOF, UNIT LEGEND a CLEARING,GRADING & SWPPP CCxCRETE SVAFALE/WAEY COHERE E S1RFAf£fkAlX YRIA9sIHGTO�VOUJdC 11 Or PLAT$PAM 01 TCCDpDS x sNaloam a1UNir, 0 0 CATCH BAHLI Q11 NhA7WOp MNr:TwDr .aEd 4 NOTES/DETAILS-PAVING & STORM DRAINAGE G CATCH eATNIJ •.� � _ Q STORM BASIN MANHOLE CXCLPT THE EAST 20 FEET THEREOF, \_ VERTICAL DATUM NAVi7 68 1-A00-424-5555 5 NOTESA DETAILS-A",RADINC, SWPPP!A ROAD PROFILE ' SEWER MANHOLE 0 ~ � '^C~WA) E) LIKES 1-2l,41-1 AND e7-60 6 WATER QUALITY/INFILTRATION TRENCH DETAILS 0 SEWER MANHOLE �y�ry° eANITARY SE'LER OLLNJCNT A1SO, - � LL) Z ORIGINATING BENCHMARK ODAIT)As C.t 26.5'A OS'UNIT WITH OARADE 7 FRONTAGE DEMOLITION, TRAFFIC CONTROL 0•6_ IMITA11Y^_E6ER_-A.-Ur E'F w-TA YALbE TH[S"6&10"Ell OF to'I OF SNONOW14 ChALTY SHOAT!aT 00-.214(o-T.)• Z V) a. & CHANNELIZATIO14 ANA AECO"M UAM AIM'Wg IRE K WOLR 71U3270.<! SHOAT PLAT KR1G A POAl10N PONE 0/teSO.d'BRASS DISx STAMCO'"W�OT OPJI001-120 E9/6', 9 FRONTAGE IMPROVEMENT PLAEI WATER VAti1E ® WAFER METER Or LOTS S A/D 7 OF IDOWAT NCIA[Slr(S,ACCOADRJb TO THE RAT THfKCF RCC T. „y N CCe1-WALK,AT S F OUADRAkt Of SR--031 OP=OVER ®WN WA7rA METER IN VCLWE 11 Or KATA►ACC pS RECOROf Of VOCKMIIHI COUMtY,WAANWCfDAG Z pNFASIAX 61 - 9 WATER & SANITARY SEWER PLAN M p_(N PoTE HYDRANT r igNOMFO ELEY 4 N0.10t' 2F.L0' 10 WATER &SANITARY SEWER I,IOTES/PROFILES FIRE HYDRANT STREET UGHY STANDARD EACEPr THE NORTH 15.50 FEET OF THE WEST 27150 FEET THEREOF. 6NOWU16K COUNTY WRWy CDT7TR0. 2r' TELEPHONE PECESTAL �I�- STORM ORAINACE LIKE l LL•I SITE BENCHMARK - TBM A tr 7 r1a W UN sWI1k ARD elAM NOTES DIE �- sYATA LIE KRTI1 DONNETT DOLT NEXT TO'Ce N OPEN ON FIRE HTORANT LOCATED 71 n%u'LINT VAMOJT GARM£ 1,THE LOcA1gN OF UNOEIt ONLY AN DO NOT "E t+1RCEt LIGHT STANDARD CONSTRUCTION DRAWING RENEW NEftfpl ARE APYAOXWAIE ONLY AND DO NDT NEIL'IV •-.•lY� WATER ule AT THE RW CORNER a TINE INTLRSCCtatl or 1RN10 STRUT lE AND THE LOCATION O ALE LJSUTIE!ON tR IN THE%40" -� STCRM DRAINAGE UME ACKNOYILEDCEMENT BMPYY P01 1 BLVD. OF ME SUIXOT PROPERre. THE OWNER SHOULD -SS- SLWTA LINE •� YARD DRNR(LANDSCAPE AREA] LTLVATIHbI-1D2.60 FEET(HAW-Se) CONTACT ALL UTNJ1 Y PURVEYORS IN ME AREA To ) Mr rtnx u91 =�M�p NY4 1 HA 'a�rAp Fa LP6AY O1waalCt R ( ) CTI.Yl " N,A� Iv,a t. W�Afi ASCEATARI THE LOCATION AND DEPTH OF ALL UTILITIES -W- WATER LINE �` OOF ORNN POL*/FDOTIIIG AMC-E- ELECTRICAL L.IE .A•TAA rw e•L,Aa.New !idpp�T kamw,eeo.TN.w ai APPROXIb1ATE QUANTITIES OF EXCAVATION AND FILL ® !I.0 L)"WITLAL7(3 OFT T AND PLANS I(] O fl eNr�tRAna+TRENCH Ot>vRDOWIIOIOatiI-l ApMrp iN1i n SAS SHOWN PARIWO QUHA.fE SNOI.F)1RICOIEA RNOTM CR IFOr OFF PLANS SMALL I[ PV POWER VAULT ® o rr,Rye w rnaAa ACRrr A6�MYAN. EXDAVATDN: 4,f700f CTANO YARDS CCCCYIO�_9�J(p PCR OTT P A111.NCipN J1MOlf.01 end /N M002 N>�.�.=M-"_tAAt;&*Z FILL: 1.000k CU4,0 YARDS wA0 173-ISO-JSI FOR 1KLL!MIO VAC 2M-271-TSS01 EM . a yUAq PpPyAl O JLL uNwua ww.J.+ FOR 6rPTI0. 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