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HomeMy WebLinkAbout313 S COBB AVE_056350_2026 2:9-8 INSPECTION REPORT 4' ji 1' PermitNo.: OSiP3SO Lot #: /L/ Address: 31 S 6Contractor: Owner: G,S4 Date: 13 —06 ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION KCORRECTION REQUESTED c:&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. 9V D Pe)z4",T '0'� ,pc-bias a7/ si Tar SLA N i-TYLW?'L_ Pe a,J %A Al Oyx !j&,_jpu'7L 1L*p %_ S)A!I` PAI h d i►OA-_ !-AAJQrl.Wl L. u,.i 7tsvt/1 a s m-o G y Aj t)l.J e L P4s r__� I N.5 W w4-n O^_) i #9 h-r)4- r4Ffii� Nr�sE 6/dB 7D 5.�...1L, S, D aj s; A-'r tPTZV �v ndL,c'�X7 O� Inspector: Date: /—/3—D 6 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 AFinal ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: ti 3� INSPECTION REPORT / ¢V G rO� Permit No.: CT-. (o 3 5 o Lot #: IV Address: 3, 3 Contractor: /V o rvn-y i 4 Owner: ING� Date: R-34- os" 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 dK Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT iiG ?'� Permit No.: o5 635o Lot #:Address: 3i3 to bb Contractor:O Owner: � Date: CA-z,-u s' (d-APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date` TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage Insulation ❑ Other: INSPECTION REPORT,-) ¢tiYN G rO Permit No.: .o 5- 6:35 o Lot#: f �/ 4" Address: 31 '3 c.0 8 A Z Contractor: Owner: I NG Date: I _ Z-+. 5 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: - TYPE OF INSPECTION REQUESTED ❑ Under-floor g- Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: - 1 0 c1 `11NSPECTION REPORT 4ti T� Permit No.: �5 �S S Q Lot #: _lam Q' Address: 13 c G 6 Contractor: /�•' n�-,/, O Owner: _ f�I N G♦C Date: ``1 - 2 ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ,.CORRECTION REQUESTED corrections listed below MUST BE MADE before work can be approved. lease contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. c J Inspector: Date:— TYPE OF INSPECTION REQUESTED ❑ Under-floor LA Framing ,g Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork J] Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT �� ii TPermit No.: t,5 h 36© Lot #: Address: "313 co66 Contractor: luc.,a..,z it d?tea_,SO Owner: IN Date: 9 ~+S 05 ❑ 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: q/ TYPE OF INSPECTION REQUESTED ❑ Under-floor X9 Framing (Z_,ULGas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork jL_�d Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove rL Z Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 'INSPECTION REPORT V 1.1N G Permit No.: 05 (a 35a Lot #: 4 � Address: ► 3 z_o,6 g Contractor: /-'pyLTw c���-a..r �s;�o,•� Owner: 9s IN G� Date: q-/ 3 -o ❑ APPROVAL �YI?ARTIAL APPROVAL ❑ VIOLATION 09-GORRECTION REQUESTED 02kCorrections 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. j LA-N n- a s AR lNG4eDiN4 (J� ) ,5 n -S T l/RAJ 4 9L 771!3 5 R T M 1 G.Go c A»— M 9246�(L�/l�w� �LLr�,lS ��,r.�n�►���, Coyti�Io 74� Inspector: -_ ,4 i1` Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor CSC Framing �S:Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork 0 Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove 0 Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 3 1� Z. )INSPECTION REPORT ,--) ir4r ti'IN GPO c. Permit No.: aS (63 3 C Lot #: _ Address: i '3 015 6 Contractor: �l:c,n�r-�� ✓;h..) '9 ,S0 Owner: NO Date: C ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION XCORRECTION 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. !del S.1u 2e- fl i �lGi9rwt% l.•� AX.o y� �—V��n/� A7E-1;VN 0 LJ I AJ QA,..Js /N d i+r f f'L.AN.v of 10444-x-TS7zxR ®FN -To-�'770^J rty S 7}?2L. �✓/.P�E�i_j,4-r.l f- A267 L f L/4? S All A--T e3LW77LL1./ Zo D 771ht1 L Inspector: J`�L � Date: 0—/Z- o TYPE OF INSPECTION REQUESTED ❑ Under-floor c. Framing Ad Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork "A Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove 0 Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT 4titN GTO Permit No.: 65 1636c) Lot Address: 3i 3 c_,s o s r Contractor: _/yo4."-vwyj Owner: IN O Date: 6-i i-o i�' 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: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation xx Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT 1 1N G 1'0 Permit No.: _05 3 5") Lot #: _f Q Address: &-,;1 3 a Contractor: /verr�r' -v rf 9s ,SD Owner: 401I N G Date: �i o ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION XCORRECTION REQUESTED Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. CUC-CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. -ty 4c7L. t�t'YiA 1 S 1 +lJ P0 L.. Set&_e" a, ,4� L y✓`� PANS. W T /* s� .v,r►-� S ✓v or rro ee ,PST)R.W h1- m')6 _Inc'"PS /tT 07t"7L. 6iIA:�4'e t w Au A_,�c Azzs .. Zo i--7 AT Pi2.4,,vT R�N4 b���(LwT7u..v CANNo 1- N l%AW!✓ 47- Se-egx.df. /l?FhL 327 -S'Zu Os A11L . )"Z� Yb Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation a Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: r " INSPECTION REPORT 4,�,IN G fO Permit No.: O 5' 16315 O Lot #: 1 �" ✓� Address: Contractor: 1v a rza-Kvi cs�j IN OHO Owner: Date: 7- 14 - C,s f 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. Un1,Ot,�LSC-[,o r.y�c A-6��y2esk�o Inspector: cam-. Date: 7-/5/-o5- 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: r3� INSPECTION REPORT ¢1�1N GTO Permit No.: QS &35U Lot #: /V Address: 315 C��86 S-- Contractor: t3�y�e'1� 9s, ,SO Owner: SING Date: Lf-2,9 s 0 r 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_ Rn13j Inspector: Date: —1:y/o 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 ii DPermit No.: OS 635v Lot #:Address: 3 t3 "eContractor: AioxTrt-✓►a...,SDOwner: �' Date: y_ 21 —e 5- XAPPROVAL ❑ 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 jd Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: ')INSPECTION REPORT ­-) gc ii ?'OPermitNo.: og (030 Lot #:Address:zContractor: ® �rwv �w s�.AA GAO Owner: Date: `t -1 8 -c,6' ;J�kAPPROVAL ❑ 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. jK—'t o n Ste— 13r*K*_ /t'1 /M 11," r-X ovr DL-4nZZ AUL AZY077,1)4 Inspector: �c c'Z( Date: -Y TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping a Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: C I TY OF ARL I PA13-F UIV COIVSTRUCZ- I ON VD,1—= FtM I -r PE Ft I T NC3 _ c QDS—CEO 3S0 Owner: NW CUSTOM HOMES 412 E HIGHLAND DR ARLINGTON 98223 Value of Work: $139, 000. 00 Tar. ID: 004117-011-014-00 Phone: 425. 343. 4562 Describe Work: NEW SINGLE FAMILY RESIDENCE Proposed Use: SFR Legal Description: COBBS ADD TO ARL BLK 11 LOT 14 Job Address: 313 COBB ST Contractor's Name Type Address License* NV CUSTOM HOMES GEN 412 E HIGHLAND DR NORTHCH963CO MARYSVILLE PLUMBING INC. PLB 13318 SR 530 NE. MARYSPI101JE COZY HEATING MEC P. O. BOX 335 COZYHI*122MM P E R M I T F E E S Equipment and Fixtures Number Fee Total Charge PLUMBING FIXTURES 14 $10. 00 $140. 00 � FURNACE/UNIT HEATER 1 $15. 00 $15. 00 VENTILATION FANS 5 $7. 00 $35. 00 DRYER 1 $11. 00 $'11. 00 METAL FIREPLACE & CHIMNEY 1 $'11. 00 $11. 00 1 WATER HEATER 1 $15. 00 $15. 00 GAS PIPING 1-5 OUTLETS 1 $6. 00 $6. 00 S U B T O T A L. . _ . _ _ $233.00 9 TOTALS Fee Permit Fee $1, 364. 70 School Mitigation $0. 00 Equipment $93. 00 Fixture $140. 00 Mech Permit $24. 00 Plan Fee $887. 05 Park Mitigation $1, 662. 00 Plumb Permit $25. 00 State fee $4. 50 Traffic Mitigation $1, 038. 00 SIGNATURE: TOTAL FEE. . . . . . . . . . . . . . . . . $5, 238. 25 I HEREBY {''T Y AWHAVE EAD AND EXAMINEE, THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $789. 00 KNOW THE SAME TO BE TRUE AND COR- K T ALL PROVISIONS OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $4, 449. 25 O INAN S GO E NINO THIS TYP_ OF BE 0 'LIED WITH ! HER E I ' ' H ' I OR NOT. DATE RECEIPT # LDI F CI L Vo _-)OFFICE COPY G �' City of Arlington Community Development y 2 238 N. Olympic Avenue - Arlington, WA 98223 ?f�Nc,�o CITY OF ARLINGTON Residential plan Review Owner: North View Custom Homes Address: 412 E Highland Drive Arlington, WA. 98223 Contractor: Same Site address: 313 Cobb Street Date: 03-30-05 Reviewed By: Kerry Wentz Permit# 05-6350 End Comments: Drainage to be infiltrated onsite. Maintain landscaping strip between curb and sidewalk. Replace curb, gutter and sidewalk along Cobb St. from property corner to property corner. Per City of Arlington standards R-4 Alley way to be crushed rocked and graded to City standards. Any work within the City right-of-way will require a right-of-way permit. Contact Tim Cross @ 360-403-3537 For Eng. Inspections. Utilities Comments: A new 6" PVC sanitary sewer stub is required for the residence. Install the new 6" PVC stub inside the northwest property corner. Expose the existing 8" concrete sewer main along the west side of Cobb Ave. Core drill the 8" concrete main line and use a 6" Romac saddle or a 6" inserta-tee to install the new 6" PVC sewer stub into the property line for lot 14 (Standards detail S-8) Building Division 360.403.3431 - Planning Division 360.403.3434 - Natural Resources 360.403.3440 - Code Enforcemeint 360.403.3457 } �f V O-N City of Arlington Community Development y test tee is required at ft Wwolp�ja Ij%X%tcs SAieWh P2'% sewer stub. .plIN GAO A 6" PVC cleanout is required at the property line in accordance with City standard 5-11. The 6" PVC may be reduced to 4" PVC after the 6" PVC cleanout wye at the property line and continue up to the 4" cleanout require at the building foundation. Clean 3/8"pee gravel is required bedding material and must be a minimum of 4"below the pipe bell end and a minimum of 6" above the bell end. A static water test is required from the 6"test tee to at the sewer mainline up to the cleanout within 2' of the building foundation. Sanitary sewer tracer tape (2"minn. Width) is required to be placed approximately 2' to 4' above the pipe bedding. The top 3' of the roadway cut shall be filled with CDF per City standards. All applicable fees must be paid and a ROW (Right of way)permit is required prior to scheduling the sewer main line tap in Cobb Ave. 24 hour notice is required prior to making the mainline tap. Contact Virgil Renfroe for scheduling inspections. ( Office: 360-403-3508, Desk 360-403-3516) No work shall be covered before an inspection has been made and permits have been signed showing approval. All inspection requests must be called in on the inspection request line by 5 pm the day prior to inspection. (360-435-0674) You shall comply with all notes on the approved plans. If you have any questions, please feel free to contact me at 360-403-3433. All work is subject to field inspection and approval. Thank You Kerry Wentz (-NQ0 Applicant Ph-oo�� Date Building Division 360.403.3431 • Planning Division 360.403.3434 • Natural Resources 360.403.3440 Code Enforceinemt 360.403.3457 School Impact Fee Pai,ment Form Please complete the form below and bring it with you when you come to Arlington School District to pay jyour fees. Jurisdiction City of Arlington Date Plat/Project Name C.0 bb 4,4j Lot No(s) Developer ( Project Location S7^ Assessor's Parcel Number(s) CC -41 1/7— D//- Day- d y City File No(s) QS— Lp3SC) Related File No(s) Date of Determination of Complete Application by City Payer Name _ A/OQTN Vi eLd eys7cy 'l fImc`s Address ?,, 0, &u /?>0 City State u/a _ Zip 9$ZZ3 Telephone htl5 3V3- 5/56v2_e-mail Relationship to Project (please circle): Builder Developer Homeowner Agent This payment is for: ❑ a Final Plat 0 Single-Family Residential Building Permit(s) 0 a Multi-Family Residential Building Permit Please check appropriate choice/s and list number of units: Single Family ( units X $894 = 97• Multi-Family 1 bedroom units X $0 = Multi-Family 2+bedroom units X $1476 = Total School Mitigation Fee: ------------------------------------------------------------------------------------------------------------ To be completed by the Arlington School District: Receipt Number e�I,Y T eq 3 Date Paid Amount Paid Received by Rates Changed January I,2005 .'`Y NEW SINGLE FAMILY RcSIDENCE 7� 11> BUILDING PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3431 • FAX (360)403 3447 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, SIX f WE al FULLY DIMENSIONED PLOT PLANS AND TWO(2) SETS OF ENERGY CODE APPLICATIONS. k TYPE OF PERMIT: ( ) Building ( ) Mechanical ( ) Plumbing X Combination FEB 2 2 2005 313 Co lob 5`T � f ,�_� qP;`I DING KEPT Project Address: Parcel ID#: 'Lot#: 14 Subdivision: COH)s Add fi(M t &I I ml,tsfl 6 I�`,�( r Project Description: P4Qij) inalo. Owner: Phone Number: rnh �� l�-��3 Address: I F, ffiohland 'r I City: Anahm State: W h Zip Code: 9992_� `� 2� ��4,�-46, Contact Person: Phone Number: � Cell Phone: U6-343-45�Zax: 1 I M-T03- 1%I E-mail: Address: 412 City: & i nafm Stater Zip Code: 98U� Lending Agency: Phone Number: Address: City: State: Zip Code: Contractor: Kalb Vto i o o���l � � � _Phone Number: (46) , q3—46, 1 , Address: 1 City: AT I I natm State: Zip Code: n�O Rrd c4%3c Contractor's License Number: Expiration: Plumbing Contractor C Phone Number: Address: 1�319 �k 6-M N C_ City: & i state: y y f Zip Code: Contractor's License Number: W1 C E L 1 0 1 J 1 , Expiration: 9 Mechanical Contractor: On,7 i i Itiah no , I n c , Phone Number: Address: �=142* Air-o. City: 1 State:�Y LL Zip Code: Contractor's License Number: CO zV Ifl � //"� Expiration:LP��O EMW Forms/NSFR Page 1 of 2 10/04/DWA Y NEW SINGLE FAMILY RCSIDENCE BUILDING PERMIT APPLICATION kl ti G', Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3431 • FAX(360)403 3447 Number of Plumbing Fixtures (Including Rough-Ins) Plumbing Accessory Main Total Fixture Total Number Fixtures Dwelling unit Residence #X Multiplier Fixtures Units Bar Sink X 1.0 = Bathtub or Combination Bath/Shower ) X 4.0 = Clotheswasher X 4.0 = Dishwasher X 1.5 = Hose Bibb X 2.5 = Kitchen Sink X 1.5 = Laundry Sink X 2.0 = Lavatory (Bathroom Sink) X 1.0 = Shower(Stand Alone) Each Head ' X 2.0 = Water Closet(Toilet) 3 X 2.5 = Whirlpool Bath or Combination Bath/Shower X 4.0 = Water Heater Other TOTAL FIXTURE UNITS: Traps (other than above items) COLUMN TOTALS: Estimated Project Valuation I qP � O - Building Square Footage 5 A 2_91 15` Floor b 1 I 2"d Floor 3rd Floor Basement Deck Garage 441 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units =Total l Fixture Units B. Distance from meter to most remote outlet: I `J feet. C. Difference in elevation between meter and highest fixture: I feet above meter or feet below meter. D. Pressure in street main: I �:' psi. (Measure with gauge or check with Water Department) hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described propertyAill be in a Gorda a with the laws, rules and regulation of the State of Washington. -tea -ems Applic Signature Date J Prini pplicants Name Forms/NSFR Page 2 of 2 10/04/DWA City of Arlington Building Department REQUEST FOR SFR REVIEW RESPONDING DEPARTMENT: PLANNING DEPARTMENT BP #: 05- U 3S-ZD NAME: /`L V Q.(, s—fnw) Hz�� PLEASE RETURN FORM TO LINDA WITHIN 5 WORKING DAYS FROMC� ❑ Mitigation Fees Verified: School Mitigation Fees 0 ._ Park Mitigation Fees: LQua Trip Mitigation Fees: to--)3`3 ❑ Set Backs Verified: Zoning: GT Front Yard/ �r� Street Setback � -Rear Yard Setbacks Side Yard Setback `- ❑� Impervious Surface Verified Shade Trees Verified on Site plan ❑ Elevation Design Verified SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ IN COMPLIANCE WITH LAND USE CODE —OKAY TO ISSUE ❑ IN COMPLIANCE WITH DESIGN GUIDELINES — OKAY TO ISSUE ❑ NOT APPROVED —ADDITIONAL INFORMATION REQUIRED o (COMMENTS) REVIEWED BY DATE b j 5 OS I City of Arlington • Building Department REQUEST FOR REVIEW FORM NAME: H YhvS BP #: 05- Lo SZ�_ DATE: RETURN THIS FORM BY: w� PROJECT SUMMARY: _ r� RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ DERYL T., UTILITIES ,BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA- ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO-COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE `�✓ City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: N V ut�S-gym r}an S BP #: 0 5- I o 3 DATE: a''c�'� RETURN THIS FORM BY: 11� PROJECT SUMMARY: RESPONDING DEPARTMENTS: ❑ TOM C., FIRE W—KAREN L., UTILITIES ❑ DERYL T., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. =❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY LATE (j;o 0 Public Works 03-04-2005 Utilities Division Wastewater Utility SEWER SERVICE APLICATION REVIEW Northview Custom Homes 313 Cobb Street BP #04-6350 Reta, Here are my comments for this application review.Please let me know if you have any questions. Thank you. ❑ A new 6"PVC sanitary sewer stub is required for this residence. Install the new 6"PVC stub inside the northwest property corner. ❑ Expose the existing 8"concrete sewer main along the west side of Cobb Ave. ❑ Core drill the 8"concrete mainline and use a 6"Romac saddle or a 6"Inserta-Tee to install the new 6"PVC sewer stub into the property line for lot 14.Refer to the City of Arlington standard detail S-8. ❑ A 6"test tee is required at the sewer mainline for testing the new 6"PVC sewer stub. ❑ A 6"PVC cleanout is required at the property line in accordance with the City of Arlington standard detail S-11. ❑ The 6"PVC may be reduced to 4"PVC after the 6"PVC cleanout wye at the property line and continue up to the 4"cleanout required at the building foundation. ❑ Clean 3/8ths inch pea gravel is the required bedding material and must be a minimum of 4"below the pipe bell end and a minimum of 6"above the pipe bell end. ❑ A static water test is required from the 6"test tee at the sewer mainline up to the cleanout within 2' of the house foundation. ❑ Sanitary sewer tracer tape(2"minimum width)is required to be placed aproximately 2' to 4' above the pipe bedding. This depth will vary. ❑ The top 3' of the roadway cut shall be filled with CDF per the City of Arlington standards. ❑ All applicable fees must be paid and a ROW permit is required prior to scheduling the sewer main line tap out in Cobb Ave. ❑ 24hr notice is required prior to making the sewer mainline tap. Contact Virgil Renfroe for scheduling at one of the numbers provided below. Virgil L.Renfroe Lead Collections System Specialist Office: 360-403-3508 Desk: 360-403-3516 1 • City of Arlington • Building Department REQUEST FOR REVIEW FORM NAME: JU P �.l.l� �Yv1 TTZj��c� BP #: 05- (r' DATE: a[c� RETURN THIS FORM BY: (�h� PROJECT SUMMARY: SF4`- RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ DERYL T., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING �W- GREGG E., ENGINEERING 7-1 W C�'SS ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. L COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY t DATE - Gl� Y �� ENGINEERING DIVISION �*Q O MEMORANDUM 1tNG� TO: Building Department &Applicant FROM: Tim Cross, Public Works Inspector SUBJECT: 05-6350 DATE: 28FEB05 The following is required for the above referenced permit: ➢ Drainage to be infiltrated onsite ➢ Maintain Landscape strip between curb and sidewalk ➢ Replace curb/gutter and side walk along Cobb Street from property corner to property corner. Per City of Arlington Construction standards R-4 ➢ Alley way to be crushed rocked and graded to City of Arlington, Public Works Standards ➢ Any work within the City of Arlington right-of-way will require a right-of way permit. (Contact Tim Cross, Public Works Inspector-360-403-3537) Cc: Gregg Eaton, Engineering Technician J4Y 4 City of Arlington Development Services Building Department Memorandum Date: March 3, 2005 To: Kerry Wentz, Plans Examiner CC: From: David W. Anderson, Building Official Subject: Old Town Design Guidelines Review KorPermit 05-6350 The following applicable code data corrections are necessary before the permit can be issued. 1. Show setbacks from buildings on adjacent lots. Minimum setback from building on adjacent lots shall be 10 feet. Section 20.46.126 2. The allowable lot coverage exceeds the code requirement of 30%. Lot Dimensions 38 X 100 = 3800 Sq Ft 3800 X 30% = 1,140 Sq Ft allowed for lot coverage Porch 48 Sq Ft Living Space 699 Sq Ft Garage 441 Sq Ft Total SQ Ft 1188 Sq Ft 1,188 divided by 3,800=31.3 % �1Y C) f City of Arlington Community Development y 238 N. Olympic Avenue • Arlington, WA 98223 �ttNG�o CITY OF ARLINGTON Residential Plan Review Date: 03-16-05 Owner: Micah Wriglesworth Contractor: North View custom Homes RECENED Address: P O BOX 130 Arlington, WA. 98223 2 4 2005� MAR - Site address: 313 Cobb Street BUILDING DEN Permit#: 05-6350 Reviewed By: Kerry Wentz Phone:. 360-403-3433 The following items must be included or revised on your submittal before the plan review process can continue: Please show the setbacks of the adjacent properties on the plot plan . The minimum setback from buildings on adjacent properties is 10"(Per section 20.46.126) The Allowable lot coverage for this lot is 30%, the plans submitted show a proposed lot coverage of 31.3%. Please revise your submittal to show compliance. Porch 48 Sq'Ft Living space 699 Sq Ft Garage 441 Sq Ft TOTAL. 1188 Sq Ft 1188 Divided by 3800=31.3 Two copies of the changes must be resubmitted for review. If you have any questions,please feel free to contact hie at 360-403-3433. Thank You Kerry Wentz Building Division 360.403.3431 • Planning Division 360.403.3434 Natural Resources 360.403.344.0 Code Enforcememt 360.403.3457 OFFICE COP' George D. Deasy AIBD Building Designers and Consultants BeamGhek v2004 licensed to: George D. Deasy AIBD Reg #810-12 NORTHVIEW CUSTOM — - KITGHEN/LIVING BEAM Prepared by: 60D Date: 1/31/05 Selection (2) 1-3/4x 11-1/8 1.9E TJ Microllame LVL Lu = 0.0 Ft Conditions _j Min Bearing Area R1= 5.3 in❑e2= 5.3 in❑ DL Defd).08 in Data [E3eaM am Span 10.0 ft Reaction 1 LL 2405 # Reaction 2 LL 2405 # Wt per ft 10.68# Reaction 1 TL 3q'IS # Reaction 2 TL 39-78 # At Included 107# Maximum V 3q-7g # x Moment 9946'# Max V (Reduced) 3191 # Max DefI L /240 TL Actual DefI L / 625 LL Max DefI L /360 LL Actual DefIL / >1000 Attributes Section (in(]) Shear (in❑) TL Defl (in) LL DefI Actual 82.26 41.56 0.19 0.12 Critical 45.54 16.19 0.50 0.33 Status OK OK OK Ratio o OK 56/0 40% 3q% 35% Fb ( si) Fv ( si) E ( si x mil) Fc I ( si) values Base Values 2600 285 1.9 -750 Base Ad'usted 2604 285 1.q 750 Adjustments GF Size Factor 1.001 Gd Duration 1.00 1.00 Gr Repetitive 1.00 Gh Shear Stress N/A Gm Wet Use 1.00 100 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe 0 O O Loads Uniform LL:280 Uniform TL:385 = A Par Unif LL Par Unif TL Start End 1 H = 80 0 10.0 200 1 = 320 O 10.0 H Uniform Load A 1�R -78 R2 = 3918 SPAN = 10 FT Uniform and partial uniform loads are Ibs per lineal ft. "i J.e' ari h � 11 7/8" TJ IO 560 @ 12" o/c er9 u.t r Nun,:;erm� aer�ooaoo�•no User:1 1/26/2005 8:50:19 AM Pagel Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN II .I`J 22' - Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100% duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions Detail Other Width Length (Ibs) Live/Dead/Uplift/Total 1 Stud 3.50" 2.25" 440/ 132/0/572 A3: Rim 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim wall Board BoardO 2 Stud 3.50" 2.25" 440/ 132/0/572 A3: Rim 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim wall Board BoardO -See TJ SPECIFIER'S/ BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 561 -557 2050 Passed (27%) Rt. end Span 1 under Floor loading Vertical Reaction (Ibs) 561 561 1396 Passed (40%) Bearing 2 under Floor loading Moment (Ft-Lbs) 3028 3028 9500 Passed (32%) MID Span 1 under Floor loading Live Load Defl (in) 0.314 0.540 Passed (U825) MID Span 1 under Floor loading Total Load Defl (in) 0.408 1.079 Passed (U634) MID Span 1 under Floor loading TJPro 41 30 Passed Span 1 -Deflection Criteria: STAN DARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 8' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: George Deasy George D Deasy AIBD 1304 Hillcrest Parkway Mt Vernon, WA 98274 Phone : 360-428-4819 Fax : 360-428-5075 gdeasy @ deasyg roup.com Copyright ® 2000 by Trus Joist, a Weyorhaeuser Business TJI® and TJ-Beaw* are registered trademarks of Trus Joist. e-I Jois tTM,Pro"and TJ-Prom are trademarks of Trus Joist. � W,Z yatrswserlSuannc TJ-Beam®6.16 Serial Number:7003007410 11 7/8r, TJ I@ 560 @ 12rr o/c User:1 1/26/2005 8:50:19 AM Paget Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN TJ-Pro RATING SQDWROLS FOR THE APPLICATION AND LOADS LISTED -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 2.76 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: George Deasy George D Deasy AIBD 1304 Hillcrest Parkway Mt Vernon, WA 98274 Phone : 360-428-4819 Fax : 360-428-5075 gdeasy@deasygroup.com Copyright 0 2004 by Trus Joist, a Weyerhaeuser Business TJI49 and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist'",Pro'" and TJ-Pro*" are trademarks of Trus Joist. ton r �A%*)rrfunu luL6i a TJ•8earn06.16 Serial Number.7003007410 11 7/811 TJ I@ 560 @ 12" o/c User:1 1126/2005 6:50:19 AM 1'dyeJ LnyiueVeisiun: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Load Group: PrimaryGONTROLS FOR THE APPLICATION AND LOADS LISTED 21' 7.00" ^ Max. Vertical Reaction Total (lbs) 572 572 Max. Vertical Reaction Live (lbs) 440 440 Selected Bearing Length (in) 2.25(W) 2.25(W) Max. Unbraced Length (in) 106 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 129 -129 Max Shear (lbs) 130 -130 Member Reaction (lbs) 130 130 Support Reaction (lbs) 132 132 Moment (Ft-Lbs) 699 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 557 -557 Max Shear (lbs) 561 -561 Member Reaction (lbs) 561 561 Support Reaction (lbs) 572 572 Moment (Ft-Lbs) 3028 Live Deflection (in) 0.314 Total Deflection (in) 0.408 PROJECT INFORMATION: OPERATOR INFORMATION: George Deasy George D Deasy AIBD 1304 Hillcrest Parkway Mt Vernon, WA 98274 Phone : 360-428-4819 Fax : 360-428-5075 gdeasy@deasygroup.com Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business TJI® and Ti-BeamA nre registered trndamarks of Trus Joist. e-I Jois tm,Pro"'and TJ-Pro' are trAdNmarks of Trus Joist. JARNOT ENGINEERING, INC. JOB 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE PROJECT: 1 549 5F RE5IDENCE LOCATION: ARLINGTON, WA CLIENT: NORTHVIEW HOME5 JEI JOB NO.: 05-02-1 12 CODE: 2003 113C LIVE LOADS: FLOOR: 40 P5F SNOW: 25 P5F WIND: 85 MPH EXP 5 SEISMIC: 5s= 1 .50 , 51=0.50 DESIGN CATEGORY D, 51TE CLA55 D DEAD LOADS: ROOF: 15 P5F FLOOR: 10 P5F SOIL: BEARING: 2000 P5F 46 LATERAL: -.S�sl�NAI, F�CPIRES: 4/90/ '2 .lrr:,r Fmfn NEBS COST!M"printing service t-9W-998-6327 NE3S,Inc.PMwbomugh.NH 034E9 irew.nebs-m P.0 , ?JSCr NORTHVIEW 2-5TORY 05-02-112 JARNOT ENGINEERING, INC. JOB 25414-127th St. SE SHEETNO 2 OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY — DATE FAX (360) 863-1481 CHECKED BY DATE SCALE ]N4 N'O' W-W STHDI4RJ 5 TN112I4RJ 46 I.A t 4b B3 2.9 a 43 1 I I I STHDORJ 5TH1VMJ AX 3a---�I---48 I-3/4 x II-V MIN LVL 1 2 2 1 F— 9 62 2 I 3B I I 20.9 1 I i I 1� I SA n I 9 Ix 1_ 24x24xlO*FTC, fll �W 204 EK 4x I � 4xb POST LIJ 1,4 III 24 2 I/ 2.9 S4 28 RJ32 ..0 526.6 2 24 21.20 I 4B I I 1 I NRJ 48 I F Ill I 8.0 i Ej I �— — — — — — --—_ xl2' —�SIZE — I MIN BM _ .G 4xI -DF2DF2 14 S 14 2ao• i 1.2 1.3 MAIN FLOOR 5GALE: I"=10' (`J I/2"PIA.ANCHOR BOLT SPACING(IN) 5HEARYVALL TYPE PER 5GHEDULE ON 5HT.5-1 r,.�r r�.r.NEE35 CUST{�M"'println9 servile ?-�[N)-�62-t��2i NEL'�S,Ini:.PP1.xhun,ugli,NH 03458 -,w.nsbs-. NORTHVIEW 2-5TORY 05-02-112 JARNOT ENGINEERING, INC. JOB - 25414-127th St. SE SHEET NO. 3 OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY —_ DATE SCALE uo W N-0 z.A A -10i za 24 I I III ® ,o.o I �D � I . I r — — — — — — — I I I i I I II I I I I II v I I II 12.4 I m I I \ I 317 II I 1p — — — — — — — A3 A 24' TO OR u W/16d•6' 3.0 I O4 TO OM C40RD OF TRU56�TOV'�Lb.ADD 100 LSTA24 \ I , I I I �dg ( 1 6.o II i MM I 3., 3.0 dl 3.0 3., ; Al 2.G - - - -I L----------- L - - - - - - - - - - - - J ra 2.2 2-3 UPPER FLOOR SCALE: I"=10' 5HEARiNALL TYPE PER SCHEDULE ON SHT.5-1 �,,ox r,rn NEBS CUST!=M"printing service dim-�;ae F327 NEBS,Inr,Pn�erhorn"�h,NH U:SJ59 tAm.na6s cnm 710:' j'* JARNOT ENGINEERING, INC. JOB -- NORTHVIEW_ - 05-02-1 1 1 25414-127th St. SE SHEET NO d- OF -- - MONROE, WA 98272 TJs 02-17-05 PH. (360) 863-1831 CALCULATED BY _- DATE FAX (360) 863-1481 CHECKED BY DATE -- - SCALE I ATFRAI WIND: Values for simplified method From IBC table I G09.G.2.1(1) 85 MPH EXP. B 1 = 1 .0 Roof pitch: 8 :1 2 Mean Roof Height: 24.0 Wind pressures: Eave height: 19.0 Wall corner: 12.9 Min horiz plan dim: 28.0 Wall main: 10.2 X= 1 .00 Roof corner: 8.8 2a= G.0 Roof main: 7.0 Note: corner loads are in addition to"main"loads -L TO RIDGE(plf) Gable Hip HWALL HROOF Main Corner Corner 10 p5f min V2_BK= 4.0 5.0 7G 20 - 90 V2_FR= 4.0 7.0 90 23 110 V1_2= 0.5 97 2G -- 95 V!_!= G.3 11 .5 144 38 178 11 TO RIDGE (plf) Gable Hip Dormer Gable Hip HwALL HROOF HROOF HWALL Main Corner Corner 10 p5f min V2= 4.0 3.5 3.0 98 20 -- 105 'L=leeward,W=windward W Wind Area I Wind Area 2 Wind Area 3 Wind Area 4 Line above L P Mod" L P Mod' L P Mod' L P Mod' W 2.2 10 98 a 20 1 .09 Min 10 105 1 .05 2.3 10 98 a 20 1 .09 Min 10 105 1 .0 2.A I G 7G a 20 1.33 Min I G 90 1.44 2.5 23 7G 1.74 Min 23 90 2.07 2.0 7.5 90 a 23 0.81 Min 7.5 110 0.83 1 .1 0.55 7 144 a 38 1.78 MW 0.53 7 178 1.77 1 .2 0.55 14 97 1 .50 Min' 0.53 14 95 I .8G 1 .3 1 .05 7 97 a 2G 1 .93 Min 1 1 .051 7 95 1.72 1 A 1 .33 12 97 a 2G 2.G5 Min 1 .44 12 95 2.58 1 .15 1 .74 24 97 4.07 Min 2.07 24 95 4.35 I .0 0.81 12 97 a 2G 2.13 Min 1 0.831 12 95 1 1 .97 'Split 2.2 evenly to 1.1 4 1.2 -_:�.r.?�r.NE[�S LU3T'.M"pnn U�g service �-ar,o-rEd-ttia; NE!?S,i"�:P���erhuroudh,^iH U9453 vnvw.nan::som JARNOT ENGINEERING, INC. pan NORTHVIEW 05-02-1 1 2 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY TJ5 DATE 02-17-05 FAX (360) 863-1481 CHECKED BY DATE SCALE SEISMIC V = 0.7'SD5'I'W - 0.1015 W (Multiply by 0.7 for A5D) R 55: 1 .50 Fa= 1.00 [Applicable to Site Class D only] R: G.5 5M5=Fa55= 1.50 I: 1 .0 5D5=2/3 SM5= 1.00 Snow load: 25 p5f 5e15MIC DL= 0 [.25 '5n if 5n>301 WEIGHT: FLR 2 ROOF 1 5P5F'1010= 1 5.1 5 EXT WALLS 8P5F'4'2(47+20)= 4.29 INT WALLS 7P5F'4(---I .5)(47+20)= 2.81 W= 22.3 FLR I ROOF: 15P5F'4G0= G.90 FLOOR I OP5F(20-25+22'14)= 8.08 EXT WALLS 4.29+8P5F'G-2(47+28)= 1 1 .49 INT WALLS 2.81 +7'4'35= 3.79 W= 30.3 Wt= 52.5 V= 5.GG SEISMIC DISTRIBUTION: SHEAR WALLS DIAPHRAGMS LEVEL W h Wh Vwh/Ewh Efi Ew, Ef VT,w, f,)W, fpx 2 22.3 18 400.5 3.22 3.22 22.3 0. 145 0.145 3.22 1 30.3 10 302.G 2.43 1 5.GG 52.5 0. 108 0. 140 4.24 52.5 E= 703 5.GG FF,,/Wpx =0.2'0.7-5D5'I-Wp = 0.140 Fp,/Wpx =0.4-0.7-5D5'I-Wp = 0.280 NEBS CUST'!M'"printing service ?-dt�,.?za-t:':27 NEhB.tna.P.verhon_,u�h NH o3J°e vnrw nabs com JARNOT ENGINEERING, INC. JOB NORTHVIEW 05-02-1 12 25414-127th St. SE SHEET NO._ G OF MONROE, WA 98272 TJs 02-17-05 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE REDUNDANCY AB2=20'25+22'14= 808 4AB= 28.4 AB,=8.31+20.39+8'14= 1 140 4A13= 33.8 Line %V5t V Lw-min Lw-prov 2.2 0.50 I .G I %v5t•.5-4AI 7.1 < I G.0 2.3 0.50 I .G I 7.1 < I G.0 2.A 0.31 1.01 4.5 < 5.8 2.6 0.50 I .G I 7.1 < 10.0 2.0 0.19 O.GO 2.G < 14.1 Line V2 %V j V %V5t Lw-min Lw-prov 1 .1 0.81 0.31 1 .57 0.28 4.7 < 22.2 1 .2 0.81 0.25 1.42 0.25 4.2 < 12.3 1.3 I.G I 0.45 2.70 0.48 8.1 < 24.0 I .A 1.01 0.24 1.59 0.28 4.7 < I I .G 1 .13 I.G 1 0.50 2.83 0.50 8.4 < 14.0 I.0 O.GO 0.2G 1.24 0.22 3.7 < 7.0 '5plit 2.2 evenly to 1.1 4 1.2 Lw-prov > Lw-min all wall Imes :. p=1 .0 ar Prig NEBS CUSTI.M'"printing service +.-800-88d-6327 NEGS,Inc.Pocrhorcugh,NH 03468 vn-nebs mm N"t:No -_ - JARNOT ENGINEERING, INC. JOB - - -- - NORTHVIEW 05-02-1 12 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 Tis 02-17-05 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE - LINE 2.2 E= I .6 I F- W= 1 .09 WMIN= 1 .05 V= 1610 L= I G.0 H= 8 v=V/L= 101 <240 WALL TYPE I ToT=vH= 0.81 O.T. OK by Inspection LINE 2.3 E= I .6 I F- W= 1 .09 WMIN= 1 .05 V= 1 610 L= I G.0 H= 8 v=V/L= 101 <240 WALL TYPE I ToT=vH= 0..51 O.T. OK by Inspection LINE 2.A E= 1 .01 W= 1 .33 WMIN= 1 .44 < V= 1440 L= 5.8 H= 8 v=V/L= 248 -240 WALL TYPE I ToT=vH= 1 .99 Strap Windows Segment E Wall E Wm V TOT WDL Lo 6 DL Uplift 1 5.8 8.3 102 0.82 0.15 3 0.00 -0.09 OK- No Holdowns Keci'd Short Segment 5hearwa115 (<2:1 aspect ratio for seismic loads) L„ h E L v 112w vDE5 2.9 8 1 .01 5.8 175 1 .38 241 <240 WALL TYPE I LINE 2.15 E= I .6 I W= 1 .74 WMIN= 2.07 F- V= 2070 L= 10.0 H= 8 v=V/L= 207 <240 WALL TYPE I ToT=vH= 1 .66 .6 DL=.6 W(Lw/2+---Lo)= 0.97 W=8(.015)+.06= 0.18 Lw= 10.0 Lo= 4.0 Uplift= 0.&8 <1 .19 L5TA24/M5T37 Truss conn: A35: 450/207'1 2= 26.I A35 @ 24 1 Gd: 160/270"12= 7.1 I Gd @ 6 -_ac;or Frmn NEBS CUST4_M-prTnting service t-80G2 es-JC27 �lEfiS,ine.Perrxhoreu�h.NH U35.9 rrciw.na6s com _- -- - JARNOT ENGINEERING, INC. JOB NORTHVIEW 05-02_1 12 25414-127th St. SE SHEET NO. 6 MONROE, WA 98272 OF PH. (360) 863-1831 CALCULATED BY TJ5 DATE 02-17-05 FAX (360) 863-1481 CHECKED BY DATE SCALE LINE 2.0 E= 0.60 W= 0.81 WMIN= 0.83 F— V= 530 L= 14.1 H= 8 v=V/L= 59 <240 WALL TYPE I T°T=vH= 0.47 O.T. OK by Inspection LINE 1.1 E= 1.57 W= 1.78 WMIN= 1.77 V= 1780 L= 22.2 H= 12 v=V/L= 80 <240 WALL TYPE I <190 1/2" AB RL 48"oc a T°T=vH= 0.96 O.T. OK by In5pectlon LINE 1 .2 E= 1 .42 F— W= 1.90 WMIN= 1.86 V= 1900 L= 12.3 H= 9 v=V/L= 154 <240 WALL TYPE I <190 1/2" AB @ 48"oc a TO7=vH= 1 .39 <2.4 5THD8 .6 DL=.6 W(Lw/2+--Lo)= 0.77 W=10(-01)+.06= O 16 Lw= 8.0 Lo= 4.0 Uplift= 0.62 OK- No Holdown5 Read LINE 1.3 E= 2.70 E— W= 1 .93 WMIN= 1.72 V= 2700 L= 24.0 H= 9 v=V/L= 1 13 <240 WALL TYPE I <190 1/2" AB @ 48"oc 4 T°T=vH= 1 .01 O.T. OK by Inspection .i n-r.NE65 LUST A9"printlng service ?-arn]-8d'd�2% Nt(.7$,Im:,peg"rhorru9h,NH 0.768 :n•nwre65 c,m JARNOT ENGINEERING, INC. JOB- NORTHVIEW 05-02-1 12 25414-127th St. SE SHEET NO. -25 OF MONROE, WA 98272 TJS 02-17-05 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE I .A E= 1 .50 W= 2.65 < WMIN= 2.58 V= 2650 L= 11.6 H= 12 v=V/L= 228 <240 WALL TYPE I A15228-2.9/4.9= 135 1/2" AB @ 48" oc a TOT=vH= 2.74 .6 DL=.6 W(Lw/2+-Lo)= 0.39 W=G(.01)+.06= 0.12 Lw= 2.9 Lo= 4.0 Uplift= 2.35 <2.4 STHD8 Perforated Wall Se6jment5 E Wall E Open Max h %L %H Co vDE5 SW Type Uplift Holdown AB Len AB AB Spa 5.8 8.3 6 0.41 0.50 0.77 20G 2 3.55 STHD 14 9.8 175 1/2@48 Short Segment 5hearwall5 (<2:1 aspect ratio for seismic loads) L„ h E L v h/2w vDE5 2.9 9 1 .50 1 I .6 137 1 .55 213 <240 WALL TYPE I 2.9 12 1 .50 1 I .6 137 2.07 283 <350 WALL TYPE 2 LINE 1.13 E= 2.83 W= 4.07 WMIN= 4.35 E- V= 4350 L= 14.0 H= 9 v=V/L= 31 1 <350 WALL TYPE 2 <380 1/2" AB @ 24"oc a TOT=vH= 2.80 6 DL=.6 W(Lw/2+-Lo)= 0.53 W=8(.01)+.06= 0. 14 Lw= 6.6 Lo= 3.0 Uplift= 2.27 <2.4 STHD8 iveess =enoi.0 Rrm NESS OUST!M"printing service 1-dOO-R88 E,3%i P1Ef's,inr„Pet.:rburouc7h,NFI 03�,.9 -Qebs mm JARNOT ENGINEERING, INC. JOB- -- NORTHVIEW - 05-02-1 12 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 TJs 02-17-05 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE I .0 E= 1 .24 W= 2.13 E— WMIN= 1 .97 V= 2130 L= 7.0 H= 9 v=V/L= 304 <350 WALL TYPE 2 <465 LRP <380 1/2" AD cd, 24"oc a TOT=vH= 2.74 .6 DL=.6 W(Lw/2+---Lo)= 0.85 W=17(.015)+.06=0.32 Lw= 3.0 Lo= 3.0 Uplift= 1 .89 <2.2 5THD8 Short Segment shearwalls (<2:1 aspect ratio for seismic loads) L'i h E L v h/2w VDE5 2 9 1 .24 7.0 177 2.25 398 <465 LRP 3 9 1.24 7.0 177 1 .50 265 <350 WALL TYPE 2 ftees -,_,nr Pror;N£BS CUSTS M"printing service 1-tlrq-86dAs2i NE[JS,Inc.Pnlerhurough.NH U3�58 —n .nebscom JARNOT ENGINEERING, INC. JOB -- NORTHVIEW 05-02-1 1 25414-127th St. SE SHEET NO I� OF MONROE, WA 98272 Tis 02-17-0° PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE_ VERTICAL Bm I Upper flr frm'g over kit L: 14 ft w=3.7'50= 185 plf wLL=3.7'40= 148 plf d: 9.5 In 8:U 240 8LL:U 360 E: 1900 k5I M=I/8wL2= 4.53 <8.93 V=w(L12-d/1 2): 1.1 5 <3.95 IMIN= 120 IMIN(LL)= 144 <244 R=wU2= 1 .30 1 1-7/8 LVL Bm 2 Upper flr/roof frm'g over IIv rm/kit L: 10 ft w=50'7+45'9.5+80= 558 plf wLL=40'7+25'9.5= 518 plf d: 9.5 In S:U 240 SLL:U 360 E: 1900 k5I M=I/ewL2= 10.72 <8.95'2'1 .15 V=w(L/2-d/12): 3.61 <3.95'2'1.15 IMIN= 203 IMIN(LL)= 184 <244'2 R=wU2= 4.29 PLL=wLLU2= 2.59 Footing: fSOIL= 1.85 P=4.29+.86'2+.05'7'2= 6.71 b=4(P/f,OIi)= 1 .90 24"SQ DBL I 1-7/8 LVL P (k) h (ft) b (In) d (In) k Fc(psi) E (k5i) LDF Type fc= Fc= 6.71 9.0 5.50 3.50 1 .00 1250 1300 1 . 15 S 349 < 382 OK 4x6 HF2 Bm 3 Upper fir frm'g at setback from garage front L: 19.5 ft w=35+80+45'3.5= 273 plf wLL=25+25'3.5= 113 plf d: 9.5 in 8:U 240 SLL:U 360 E: 1600 k5I M=I/8wL2= 12.95 <8.93'2'1.15 V=w(U2-d/12): 2.44 .<3.95'2'1. 15 IMIN= 505 -244*2 IMIN(LQ) 313 R=wU2= 2.66 RLL=wLLU2= 1 .10 DBL I 1-7/8 LVL M"printing service 1-800-888-6327 Na3S,Inc.Peterhorcugh,NH 03458 m-m.nebs coin JARNOT ENGINEERING, INC. JOB NORTHVIEW 05-02-1 1 25414-127th St. SE SHEET No. _ 1'-�F MONROE, WA 98272 TES 02-17-0! PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE Bm 4 Garage Hdr L: I G ft w=3.45= 135 plf d: 1 1 .3 m S:L/ 240 E: I GOO ksi M=1/awL2= 4.32 <5.92'1.15 V=w(L/2-d/12): 0.95 <2.50'1.15 IMIN= I SG <415 R=wU2= 1.08 4x12 DP2 Rafters Spacing: 24 in oc H Snow: 25 p5f T h DL: 15 p5f Le Span: 31.0 ft L Slope: 8 :1 2 Z Collar tie ht (h): 5.0 ft End span (Le)= 7.5 ft H= 10.3 ft w= 80 plf M= 0.5G V= 1.17 d: 11 .3 in R= 1240 T=(L/2-Le)/2/5lope= 4.50 <100'G'1.15 G-I Od 'eorder From NEBS LUST4_M"I)rinting Service '-dW-883-45527 NEBS,Inc:.Pclerhorea0h,NH 03AS8 vrcrw.nehsscnm rear Cgs (osel —f 'FFFM rssr-ose (Ogg) Vd N W = OZZ'86 VAI `JOYNON o w JS JS HIZZI 6665 ' EVW0H A1,71AHL110N to ` s y � < J Z � boy . . �j �V I) < y nyLL,NN 99 H IFZ WF X Kk , �31 y�j�7a11 °_ �3 N FFo 3 LLJ j� < p ry Z LL - a z Q J LL QLL ° N y VLU j •ry \ �� a3 0o NO $• n LL n mz y n ;• w a d D I1LL F 4 O 0 ~ uj _Q Y0 Li a Vki W W J z Q � x LU Q p o LL QLL1z lu LL ff Q LU LLJ 0 L •' z n � W J 4i�LL aLL _ zZZeS VA `OJNON HE JK HJ ZZl »z»SZ SMOH AJzAHJ»oN k ) kkq § | | 7 z � z ! — � ( .| 2 z tK ` 0 ,! ®k f \ f § ! f { � ` 7 k� & a§ ( I g- \ » a r \ |; | � |ƒ )k \\e §� a j §2 91! 7 ]( y$ §J z |§ ow * �4 / � � In In ■!/� a k))7 ■ |%% $