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HomeMy WebLinkAbout117 DIVISION ST_056726_2026 gNSPECTION REPORT 1;4 ?'OPermit No.: ®.S G-7 2.b Lot#: Address: I1 � j �= D� J S.,C>tZContractor: �.�uc.. 4Owner: � Date: —i z—o to g APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. �L 1-D Ci- rsar�l L' Inspector: Date: 7--13-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 J9 Final ❑ Masonry ❑ Drainage ❑' Insulation ❑ Other: p -INSPECTION REPORT -- v S 6-7 Vo IIr- Permit No.: Lot #: Address: 1 -7 E Divis'o"J Contractor: -B, ,So Owner: ZINC' Date: 7•S ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ;d 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. �fl o t1.p L 3�f r rZ Jam- N"DELL tom.,••s tvi'a e t Inspector: � Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ;4 Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: "A rLAyy' P INSPECTION REPORT iiIN T Permit No.: ©S t6•7 ZtG Lot#: Address: It '7 1Jv✓, s, o:u Contractor: �cucOwner:S Date: 5-26-o(- ❑ APPROVAL ,-PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. C)r[_ rn Co eyz_ L. 110 1 N 14-1 Ate.. . �a 40a'ans Cbt Z-T)9n n.i Ad ,iya �Lc...C3/�� /flSptsu-7s� i gn!r P!t-ova ti N tv ayL- Pc-x.w if Inspector: � Date: 5—L,4 -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 Cl Masonry ❑ Drainage ❑ Insulation ❑ Other: i INSPECTION REPORT ¢ti1N G?'O Permit No.: of#: Q' Address: Contractor: 'Y O Owner: IN Date: ❑ APPROVAL a, 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. .hD ia�po,, 1" /tf,/g ro aw, Inspector: lyly 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 ¢titN GTO Permit No.: o.1'- 6'7 z-b Lot #: Q Address: f 7 01 ,/I .0� Contractor: � ,1� 4 AA&'a Owner: IN G� Date: ❑ APPROVAL 644 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. jP �✓O�l� C O IrA� G�yr`g•S L A'11*l r eA(dM L7l !Y! eGcL��i c�� L✓c��f c3c�� jEiL�SLe­ a Inspector: �11rA411- Date: 7y 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 Ai Insulation e_eLj j� ❑ Other: INSPECTION REPORT '—) ¢ti1N GTO Permit No.: ©,S-- 6 12to Lot#: Address: r i Contractor: 4 Owner: IN G� Date: `-/—i 3—o- ❑ 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. o i L- To !Al s u i ij6 rS , 1J kt- TV i7fl.;.l /�tii T f f!11 Ac Yii v n 57 L!O It') L4A-S c-A4 t5---J r M 14-M 1 A7L& j- C,.y� �yn, Ac-P Prt�,nF►'� Inspector: c Date: �f�f�- 7 TYPE OF INSPECTION REQUESTED ❑ Under-floor I(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 TPermit No.: o.S 1 °�Lila Lot#: Address: 1 I '1Contractor: 3 t��Z' Dat Owner: / — 3 -E)r (V!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. y1%I M I L. r-w g✓L A'r- L n,,4 t-'YL S 1"i ►Z L-A N O :jZ�AC1 K.�> C.,Q M a Lr_-�---A::P T�-OYt- 7747J -?U-ru� Inspector: -S Date: /- 3 06 TYPE OF INSPECTION REQUESTED ❑ Under-floor 19 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 I ¢ti1N G&Mcr PermitNo.: o5- io"?r� Lot #: Address: F i -1 ✓,.s a�Contractor:9s, Owner: ZI Date: o Z- -�� ❑ APPROVAL j3KPARTIAL 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: f Z-1 s-os TYPE OF INSPECTION REQUESTED ❑ Under-floor ,K Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: i .33 INSPECTION REPOW 1N GT Permit No.: og &i-z6 Lot #: Address: 17 tb► Vi s d a^J Contractor: O Owner: �s IN C'� Date: i'z--7--o 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. Inspector: ��-�`�T Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation 1d Shear N iling� ❑ Groundwork ❑ Mechanical Ela Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: f' INSPECTION DEPORT ��� G 41,1N GTO Permit No.:0 - G 2W Lot #: Address: 7 Contractor: r- 4 Owner: ? 9s�IN C'� Date: - J ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation R04AAO-Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 'NSPECTION REPORT ,Q ¢ti1N Gr0 Permit No.: C��" �y�1��Lot #: Address: l wi ��'��'c�h Contractor: 4 Owner: �- IN G� Date: J ❑ APPROVAL 1PARTIAL 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: !/ "_,;2 37 t-fYF;E OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing Cl Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑- Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation &I-P1;- p� "INSPECTION REPORT 4titN GTO Permit No.: ©S 612-0 Lot #: Q' Address: _/ I 1 D+ ✓as, 0 rJ Contractor: 11, 4 Owner: IN C'� Date: %/-/ —og' ❑ 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: Sty 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: f2oa►= ,v,+iL4,v,(, INSPECTION REPORT 4ti1N GTO Permit No.: 6.S-1d_72.(o Lot#: Address: 1'I W S� Owl Contractor: Owner: e- IN Date: 1111 V I 0 5 ❑ APPROVAL l 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. J '-4>P"uN rzr� VWjO"_ A-L_ Inspector: Sc-o?T_ Date: I/'/ -or 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: "-ISPECTION REPORT---) 4ti1N G AO Permit No.: c,J_ J 2.L: Lot #: ! C Address: i 11 v, s Z Contractor: i;ez-44- Owner: ZINC' Date: o.- ❑ APPROVAL 0-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 ILUnder-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: A 1 C I TY C3F• 6:1RC I tVGT`QIhJ COI44E;-r' RUC-IF I OIV PE RM I -r PE Ft I T IVO_ = 05—f6 -726 Ovner: BECK, ANTHONY&HEATHER 881 KAREN ANN DR CAMANO ISLAND 98282 Value of Work: Tay: ID: 004618-007-016-00 Phone: 360. 387. 9081 Describe Work: ROOF, FLOOR, ADA RAMP & DAMAGE REPAIR ONLY Proposed Use: Legal Description: HALLER CITY LOT 16 Job Address: 117 DIVISION ST Contractor's Name Type Address License# RICHARD BECK CONSTRUCTION GEN 27320 OLD PIPELINE RD RABECC055LA TOTALS Fee Permit Fee $390. 00 Plan Fee $2�15. 5�► State fee $4. 50 SIGNATURE- TOTAL FEE. . . . . . . . . . . . . . . . . $600. 00 ,I- HEREBYRTIFY THAT I HAVE READ A'�i EXAMINED THIS APPLICATION AN.3 PAYMENTS. . . . . . . . . . . . . . . . . . $600. 00 KN THE SAME TO BE TRUE AND COR- TOTAL DUE. . . . . . RE ` ALL PROVIS ON`- OF LAWS AND . . . . . . . . . . . $0. 00 OR I ANC GOVL NI THIS TYPE OF W K WILL rPL D WITH WHETHER '-IFI,EC t GI" NL-1T. DATE RECEIPT # AA DING I � b� *id � n �o 0 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Topic Index Contact Info Search Holm Safety Claims&Insurance workplace Rights Trades 13 Licensing i Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber Printer Friendly Version General/Specialty Contractor A business registered as a construction contractor with LFtl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License RABECC*055LA Licensee Name R A BECK CONST Licensee Type CONSTRUCTION CONTRACTOR UBI 601632072 Verify-Corke s—C-amo Premium Status Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 27320 OLD PIPELINE RD Address 2 City MONROE County SNOHOMISH State WA Zip 98272 Phone 3608630885 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/1/1995 Expiration Date 10/19/2007 Suspend Date Separation Date Parent Company Previous License Next License Associated License https:Hfortress.wa.gov/lni/bbip/Detail.aspx?License=RABECC*055LA 10/31/2005 Look Up a Contractor, Electricianor Plumber License Detail Page 2 of 3 Business Owner Information Name Role Effective Date Expiration Date BECK, RICHARD A OWNER 01/01/1980 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date MERCHANTS BONDING CO Until #6 (MUTUAL) WA14711 10/13/2005 Cancelled $12,000.00 10/19/2005 EMPIRE FIRE Et MARINE Until #5 INS 800402 05/02/2002 Cancelled $12,000.00 05/21/2002 EMPIRE FIRE Et MARINE Until #4 INS CO 800240 05/04/2001 Cancelled 05/04/2004 $6,000.00 05/19/2003 GRANITE STATE INS #3 CO 800240 05/04/2001 05/04/2001 $6,000.00 05/20/2002, DEVELOPERS Until #2 INS CO 512606C 05/04/1998 Cancelled 05/10/2001 $6,000.00 DEVELOPERS #1 INS CO 188897C 06/01/1995 06/01/1998 08/28/1997 $6,000.00 Savings Information No Matching Information Insurance Information Company Policy Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amount Date FIRST NATIONAL #6 INS CO 25CCO87775 10/13/2005 10/13/2006 $1,000,000.00 10/19/2005 AMERICAN STATES #5 INS CO 010E392976 05/04/2003 05/04/2004 $300,000.00 05/27/2003 AMERICAN STATES #4 INS CO 010E362976 05/04/2000 05/04/2003 $600,000.00 06/10/2002'i AMERICAN STATES #3 INS CO 010E362976 05/04/1999 05/04/2000 AMERICAN #2 STATES 010E362975 05/04/1998 05/04/1999 AMERICAN #1 STATES 010788726 06/01/1995 06/01/1998 Summons/Complaints Information https://fortress.wa.gov/lni/bbip/Detail.aspx?License=RABECC*05 5LA 10/31/2005 Look Up a Contractor, Electriciplyr Plumber License Detail Page 3 of 3 No Matching Information Start a K ww Search Printer Friendly Version About L&I I Find a job at I-Ed I Informacion en espafiol I Site Feedback 1-800-547-8367 � ... shingtnn Jq-)Washington State Dept.of Labor and Industries. Use of this site is subject to the laws of the state of Washington. Access Agreement I Privacy and security statement I Intended use/external content policy I Visit access.wa.gov Staff only link https://fortress.wa.gov/lni/bbip/Detail.aspx?License=RABECC*055LA 10/31/2005 Y f GJMMERCIAL REM DEL ;+ o PERMIT APPLICATION_ !QNG� Department of Community Development City of Arlington • 238 N Olympic Ave. • Arlington,WA 98223 • Phone (360) 403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8) SETS OF CONSTRUCTION PLANS, EIGHTS(8) SETS OF SPECIFICATIONS, EIGHT(8) SETS OF STRUCTURAL CALCULATIONS AND THREE(3) SETS OF ENERGY CODE APPLICATIONS (IF A PPLICA BLE). Type of Permit: Commercial Remodel ( ) Commercial Addition Tenant Improvement VI s r .5f it V .�-. ()A" `12� Ov /o ba �b1 aZ� Project Address: _ r G 4 Parcel ID#: Project Description: prta1 r)P-,f-rJpfi � C�cts+�Q� ff�� its�4 Project Valuation: Construction Type: Occupancy Group: (0' { ) � nd 3�)Z�{� 3.e floor: � b�`� 4tn Floor: Building Area(Sq Ft): 1"Floor: 2 Floor: Number of U its (Mu family) Number of Buildings: J_ �- � Owner: L n�n y e c� {� Phone Number: (a 0 K[t�t�� �iyt ©( Cit " ' State:08 , Zip Code: Address: II / l Contact Person: f Phone Number: Cell Phone: ��J ��5 Fax: OU_)�21'I?( O E-mail: Address: ►�a f�l^'^ I� City: State�� Zip Code: ��$Z /a ,`Oe c�G C S �E'er- Phone Number: O p Contractor. 12 y,,, (� 7 J� 6<<Q Address: yCit /JL FYI/U�- -State: Zip Code: 1 i Contractor's License Number: e,GG o L Expiration: �'�'`a G e-s "ivy. Plumbing Contractor Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: 5,, us bay. Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: hereby certify that the above information is correct and that the construction on, and the occupancy a the use of the above- describe property will be in accordance with the laws, rules and regulation of the State of Washington. LAM to/q/0- T�,U OTM Applicants Signature Date --h.p,ne,r L gem- RECENED Print Applicants Name I OCT 2 6 2005 Forms/C01ATI-1 �DV `�Y °^ NEW COMMERCIAL 7 PERMIT APPLICATION �rNG� 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 NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS UNITS CONTAINING TOWNHOUSES OR THREE OR MORE UNITS. THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8)SETS OF CONSTRUCTION DRAWING, EIGHT(8)SETS OF STRUCTURAL DRAWINGS AND CALCULATIONS,EIGHT(8)SETS OF SITE PLANS,EIGHT(8)SETS OF SPECIFICATIONS IF APPLICABLE, THREE(3) SETS OF ENERGY CODE CALCULATIONS, THREE(3)SETS OF THE GEOTECH REPORT. TWO (2)SETS OF THE APPROVED LAND USE PERMIT. Name of Project:� A,k'v),�-o Z 8 e J- �� \e Lam L Project Address: 117 ) S )7 (.C)A Parcel ID#: D 0 � �OI F6 0 �© � CO d Legal Description rt Cr _gi g- �a7o-� �'OC o Owner: 01, 6� Phone Number: ( y� r�y�� CG�y1��3`���57� Address: l`��'' j '�'�^ �r' City.camy&aState-.WA, Zip Code: as > -7 0 Architect: } � o l y�3 Cell Phone: Fax: E-mail: /� �i Address: -� `� I �-�r� �' City: h'�w State: S f. I Zip Code: 76 03 Engineer: Phone Number: Cell Phone: Fax: E-mail: Address: /� City: State: Zip Code`: l G General Contractor: / ' �� A ��- . Reds 6r'SLIL'A'Phone Number: ry Cell Phone: ) ' Fax: &-")��3 �D E-mail: a Address: �('� �'�" City:� State: Zip Code: Contractor's License Number: 5 Expiration: Contact Perso �( U i � GI� Phone Number: 3G O 3� Cell Phone: � / �� cY Fax: � v ��- 76 E-mail' )Y1 Address: Kp-Gr- 14r,r` r, City: State: (, .A Zip Code: Proposed Scope of Work: 110 t/ `� 1 � w' -ett+A,,-O ohee Estimated Project Value' �^� �SipyD �{��'° � Building Footprint:_ Occupancy Classification: � pe of Construction: 2�-�^ Number of Stories: 1�2 Total Square Footage: / ! S'W F4 Square/Footage per Floor 3 Parking Spaces Provided: /,� Barrier Free Spaces: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described roperty will be in accordance with the laws, rules and regulation of the State of Washington. /04 s Applicants Signature Date Ca, _e r L -gee Print Applicants Name Forms/COMM-1 Chopelas & Associates, Inc. Engineering& Design Services 3611 168`h St. NE, Suite#5 Arlington, WA 98223 (360) 653-4615; FAX: (360) 651-2085 l�vL l� d f k-1 l C-sc C CC.L AII 19 1 LE E�-�T(tkj r V O I-7 vi , U\v,f10tj 238 N Olympic Ave Arlington,WA 98223 Phone:360.403.3431 City of Arlington Fax:360.403.3447 Fmc To: Chuck Williams From: Scott Black Fax: 360-871-5633 Date: Phone: Pages: 4 Re: Alamo CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle If you have an additional questions please feel free to contact me @ 360.403.3437or you can email me @ sblack@ci.arlington.wa.us Thank you, Scott Black Plans Examiner/ Inspector I II I - I I r Y Or IAOJEQ NAME I THE AUMO REMODEL 246 9a)r. I 5a FT i 117 E.DIVISION STREET I AELLINGTON,WASHINGTON I II I I hLh {rA�• I 1f46�W iDll 0�4.�o1lle.•� Lj 18AW9R2 RAILOr.MAMTZ pI � I I 1 I I I I OPEN TO ea.0W I I I / I I OESIQ TEAM I � I I vuxuvu: oaAwa er: 1 cram m: I•}wI� - IQUENEEmm Ns"PAM.LLRWM 9L9f.4i mum��a�cw nacre ro laor oerx — wavm ,ssum voa vwert r 422'A.R, IEO$Q PT. - I PKgEEI DINSEA-0 i PENED 1 OCT 2 6 2005 I SHEET MLE FIRST AND SECOND FLOOR PLAN COA BUILDING DE — SECOND FLOOR PLAN SHEET 14 xxa 5",.P.-O. 1XV 6mm ft FT. A 2■O 1 2 3 4 5 6 I � I � I r i ` eAAFb CiNAI®Mll'dt _ �e^L��� ;Q II Ili ° I I wrh s wx oor 000n --- eea�ews areor. I I V I 5a Fr. yy �- ` t _ _ _ ,L _ •� P1 c list OT80 &I'F.as 4.Lp on / G ri v[S�I•.+nStit fps p,,h S,",k is- 12 w„W-WweeAUCIS e JWV s 1.0 WA S00 IY r PIA w mL eA zc4k4 w�1 vt, vo a' ,Ab•��y0(/D� FIRST FLOOR PLAN Qt `L.•�.^� 1S xx�w•.ro• DM 6ROGB 9a�. � z� revs ���`� • 2 amm&&AM MAW" LtL 'fill +0 1 Ant, -1JDAJ&l 1AN 5a Fr. 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Engineering & Design Services 3611 168" St. NE, Suite#5 Arlington, WA 98223 (360) 653-4615; FAX: (360) 651-2085 October 27, 2005 Anthony Beck / 0 881 Karen Ann Drive �. Camano Island, WA 98282 Subject: Structural Design for repairs to the building at 117 W.Division Street,Arlington WA The vertical loads were analyzed for the subject building repairs according to the requirements of the 2003 International Building Code. The following design conditions for the analysis is based on the site conditions or according to the minimum code requirements: Soil bearing capacity: 2000 PSF Design Snow load: 25 PSF Main Floor Live load: 100 PSF Office Floor Live load: 50 PSF Roof type/weight: Membrane 10 PSF If you have any questions or if you are in need of further assistance please feel free to call. P' IC y0 or o�-u 7 Z b a. IF'/? � RECEIVEO 1 n1�7 OCT 2 8 2005 BUILDING D �� 12-14- 2po6 ��►� DR Peter Chopelas PE m F x 1 rA c - -� 140 3 n r r G 00 , � -C7 Z N N Qp G � i Z �Y\ x � V a U Wo -T) Z z _ N `S W s b rK vi z so S80Z-IS9(09C)Xd3 9l9b-cS9(09C) £zz86 VIA`II012ullIV S almS `aX 1S l,89I - 119c" saain.ras ufisag 7.furraarnffrrg •atq 'saj iaossV ?y suladoga Cbopelas & Associates, Inc. Engineering&Design Services 361 1 - 16e St. NE, Suitc 5 Arlington, WA 98223 (360) 653-4615 FAX(360)651-2085 ( 1 `Z W l ll 1 Sl D S'( Nau tJl'�-(()N L'A 'AZ TI CL k 02 DS$ S-OEAIHIA 6r- 17M(pr-- Not- ILL fy--at Co/O c. N-— 1�Z,� �N�le2 'gobs A Ole. ro'" S1DC, wa�� D��� iL v-, ,( , I le 601mld& pnh�t 9.'e--r L'J&A) CD O L. 5-. VU D M �71-2- CQti1C w2<<- P Cy OFFICEa �_ Cn 2 x 2xly A N lot Ao t;rs 18'�� 2W4 ��nGE2 ��� � EM ISE,0 AYT 1/�t KourS I Z� oC E)cPIRf.S 12-14-ItV6 r- Floor Joistf 2003 International Building Code(01 NDS)I Ver: 6.00.63 By:Peter Chopelas PE , Chopelas and Associates, Inc on: 10-27-2005: 1:27:26 PM Proiect: BECK-Location:Main floor joist Summary: 1.5 IN x 11.25 IN x 13.7 FT C>_ 12 O.C./#2-Douglas Fir-Larch- Dry Use Section Adequate By:5.7% Controlling Factor: Section Modulus/Depth Required 10.94 In Center Span Deflections: Dead Load: DLD-Center= 0.02 IN Live Load: LLD-Center= 0.20 IN= U804 Total Load: TLD-Center= 0.22 IN= U731 Center Span Left End Reactions(Support A).- Live Load: LL-Rxn-A= 685 LB Dead Load: DL-Rxn-A= 68 LB Total Load: TL-Rxn-A= 753 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.80 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 685 LB Dead Load: DL-Rxn-B= 68 LB Total Load: TL-Rxn-B= 753 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.80 IN Joist Data: Center Span Length: L2= 13.7 FT Floor sheathing applied to top of joists-top of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Floor Loading: Live Load: LL-2= 100.0 PSF Dead Load: DL-2= 10.0 PSF Total Load: TL-2= 110.0 PSF Total Load Adjusted for Joist Spacing: wT-2= 110 PLF Properties For:#2- Douglas Fir-Larch Bending Stress: Fb= 900 PSI Shear Stress: Fv= 180 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc-perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 1035 PSI Adjustment Factors:Cd=1.00 Cf=1.00 Cr=1.15 Fv': Fv'= 180 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 2581 FT-LB 6.85 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 663 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Decking Information: Plywood Thickness T= 3/4 IN Plywood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: A-joist= 16.88 IN2 Plywood Area: A-ply= 2.00 IN2 Section Centroid: C= 6.26 IN ABOVE BASE Moment Of Inertia: I-comb= 242.35 IN4 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 29.92 IN3 S= 31.64 IN3 Area (Shear): Areq= 5.53 IN2 A= 16.88 IN2 Moment of Inertia(Deflection): Ireq= 108.46 IN4 1-comb= 242.35 IN4 Floor Joist(2003 International Buildinq Code(01 NDS)1 Ver: 6.00.63 By: Peter Chopelas PE,Chopelas and Associates, Inc on: 10-27-2005 : 3:29:51 PM Project: BECK-Location: Office floor joist Summary: 1.5 IN x 9.25 IN x 14.0 FT (D 16 O.C./#2-Douglas Fir-Larch-Dry Use Section Adequate By: 3.5% Controlling Factor: Section Modulus/Depth Required 9.09 In Center Span Deflections: Dead Load: DLD-Center= 0.05 IN Live Load: LLD-Center= 0.25 IN=U665 Total Load: TLD-Center= 0.30 IN=U555 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 467 LB Dead Load: DL-Rxn-A= 93 LB Total Load: TL-Rxn-A= 560 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-A= 0.60 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 467 LB Dead Load: DL-Rxn-B= 93 LB Total Load: TL-Rxn-B= 560 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.60 IN Joist Data: Center Span Lenqth: L2= 14.0 FT Floor sheathinq applied to top of joists-tcp of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect.Criteria: U 480 Total Load Deflect. Criteria: U 360 Center Span Loadinq: Uniform Floor Loading: Live Load: LL-2= 500 PSF Dead Load: DL-2= 100 PSF Total Load: TL-2= 60.0 PSF Total Load Adjusted for Joist Spacing: wT-2= 80 PLF Properties For:#2-Douglas Fir-Larch Bendinq Stress: Fb= 900 PSI Shear Stress: Fv= 180 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc-perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1139 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Cr=1.15 Fv': Fv= 180 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 1960 FT-LB 7.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 504 LB At a distance d from riqht support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Decking Information: Plywood Thickness T= 3/4 IN Plywood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: A-joist= 13.88 IN2 Plywood Area: A-ply= 2.00 IN2 Section Centroid: C= 5.25 IN ABOVE BASE Moment Of Inertia: I-comb= 142.63 IN4 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 20.66 IN3 S= 21.39 IN3 Area (Shear): Areq= 4.20 IN2 A= 13.88 IN2 Moment of Inertia (Deflection) Ireq= 102.88 IN4 I-comb= 142.63 IN4 Roof Rafterf 2003 International Building Code(01 NDS)1 Ver:6.00.63 By: Peter Chopelas PE , Chopelas and Associates, Inc on: 10-27-2005: 1:29:44 PM Project: BECK- Location: Roof repair rafter Summary: 1.5 IN x 7.25 IN x 14.0 FT (o)24 O.C./#2- Douglas Fir-Larch-Dry Use Section Adequate By: 3.0% Controlling Factor: Section Modulus/Depth Required 7.14 In Rafter Span Deflections: Dead Load: DLD-Interior= 0.14 IN Live Load: LLD-Interior= 0.57 IN = U296 Total Load: TLD-Interior= 0.70 IN = U239 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load: 175 PLF 350 LB Upper Dead Load: 42 PLF 84 LB Upper Total Load: 217 PLF 434 LB Lower Live Load: 175 PLF 350 LB Lower Dead Load: 42 PLF 84 LB Lower Total Load: 217 PLF 434 LB Upper Equiv.Tributary Width: UTWeq= 7.0 FT Lower Equiv. Tributary Width: LTWeq= 7.0 FT Rafter Data: Interior Span: L= 14.0 FT Eave Span: L-Eave= 0.0 FT Rafter Spacing: Spacing= 24.0 IN O.0 Rafter Pitch: RP= 0.0 : 12 Roof sheathing applied to top of joists-Top of rafters fully braced. Live Load Deflect.Criteria: U 240 Total Load Deflect. Criteria: U 180 Rafter Loads: Roof Live Load: LL= 25.0 PSF Roof Dead Load: DL= 6.0 PSF Roof Duration Factor: Cd= 1.15 Slope Adjusted Spans And Loads: Interior Span: L-adj= 14.0 FT Rafter Live Load: wL-adj= 50 PLF Rafter Dead Load: wD-adi= 12 PLF Rafter Total Load: wT-adj= 62 PLF Properties For:#2-Douglas Fir-Larch Bending Stress: Fb= 900 PSI Shear Stress: Fv= 180 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc-perp= 625 PSI Adjusted Properties Fb'(Tension): Fb'= 1428 PSI Adjustment Factors: Cd=1.15 Cf=120 Cr=1.15 Fv': Fv'= 207 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 1519 FT-LB 7.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 399 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 12.76 IN3 S= 13.14 IN3 Area (Shear): Areq= 2.89 IN2 A= 10.88 IN2 Moment of Inertia(Deflection): Ireq= 38.58 IN4 1= 47.63 IN4 Roof Rafted 2003 International Building Code(01 NDS))Ver: 6.00.63 Bv: Peter Chopelas PE ,Chopelas and Associates, Inc on: 10-27-2005: 1:40:26 PM Project: BECK-Location: Ceiling rafter Summary: 1.5 IN x 5.5 IN x 14.0 FT (aD 24 O.C./#2-Douglas Fir-Larch-Dry Use Section Adequate By: 12.3% Controlling Factor: Moment of Inertia/Depth Required 5.29 In Unbalanced loadings have not been checked in this design. Rafter Span Deflections: Dead Load: DLD-Interior= 0.31 IN Live Load: LLD-Interior= 0.52 IN = U323 Total Load: TLD-Interior= 0.83 IN= U202 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load: 70 PLF 140 LB Upper Dead Load: 42 PLF 84 LB Upper Total Load: 112 PLF 224 LB Lower Live Load: 70 PLF 140 LB Lower Dead Load: 42 PLF 84 LB Lower Total Load: 112 PLF 224 LB Upper Equiv.Tributary Width: UTWeq= 7.0 FT Lower Equiv.Tributary Width: LTWeq= 7.0 FT Rafter Data: Interior Span: L= 14.0 FT Eave Span: L-Eave= 0.0 FT Rafter Spacing: Spacing= 24.0 IN O.C. Rafter Pitch: RP= 0.0 : 12 Roof sheathing applied to top of joists-Top of rafters fully braced. Live Load Deflect.Criteria: U 240 Total Load Deflect. Criteria: U 180 Rafter Loads: Roof Live Load: LL= 100 PSF Roof Dead Load: DL= 6.0 PSF Roof Duration Factor: Cd= 1.15 Slope Adjusted Spans And Loads: Interior Span: L-adj= 14.0 FT Rafter Live Load: wL-adj= 20 PLF Rafter Dead Load: wD-adj= 12 PLF Rafter Total Load: wT-adj= 32 PLF Properties For:#2-Douglas Fir-Larch Bending Stress: Fb= 900 PSI Shear Stress: Fv= 180 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc-perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1547 PSI Adjustment Factors: Cd=1.15 Cf=1.30 Cr=1.15 Fv': Fv'= 207 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 784 FT-LB 7.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 211 LB At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 6.08 IN3 S= 7.56 IN3 Area (Shear): Areq= 1.53 IN2 A= 8.25 IN2 Moment of Inertia(Deflection): Ireq= 18.52 IN4 1= 20.80 IN4 Chopelas & Associates, Inc. N� W Services T� ite#5 3 IT -AX: (360) 651-2085 �a S iALS , �� [Af cwe'W s AIM C�,P JM meAl4odj AA e bo+ SOS / Al 1 GOLD/, J i V' TOO vUT �W C%ox (I L LE hL C-�- EA-'T G Co+JC_, W ML P7(o t--)1 P�• Chip a RECEIVED �� � W' � D REC a CO JUN 01206 27974 IAL ED ENTER CQA PERMIT C ExP;,-- 77. 2 j SNOHOMISH ENVIRONMENTAL HEALTH DIVISION HEALTH 3020 Rucker Avenue, Suite 104 _ DISTRICT Everett, WA 98201-3900 425.339.5250 FAX: 425.339.5254 Deaf/Hard of Hearing: 425.339.5252 (TTY) Healthy Lifestyles, Healthy Communities April 13, 2006 Anthony Beck RECEIVED Heather Beck 881 Karen Ann Dr. Camano Island, WA 98282 Subject: Proposed, Shire Caf6, 117 E. Division St.Arlington COA BUILDING DE Dear Mr. and Ms. Beck: Your plans have been received; however the plans cannot be approved as submitted. The following information is needed prior to further plan review. 1. Submit a list of equipment noting manufacturer and model numbers for all food service equipment including all counter top food service equipment.All used equipment should be identified as used. 2. Submit a finish schedule for final surfaces of floors,walls, ceilings, counters and cabinets. 3. No ventilation hood is indicated for the cooking equipment. Based upon the proposed menu a ventilation hood is required. Information on the hood system must be provided. 4. No dry storage area is indicated on the floor plan. The dry storage area must be shown on the floor plan. 5. Base upon the submitted menu, description of the food preparation process (HACCP)and anticipated volume of foods to be stored the proposed facility lacks a sufficient amount of refrigeration. Additional refrigeration is required. The location of the additional refrigeration must be shown on the floor plan and the equipment must be included on the equipment list noted in item#1 above. 6. Advanced preparation of foods requiring cooling and cooling of left over foods is indicated on the submitted HACCP. This facility has a limited amount of refrigeration equipment. No advanced preparation of foods that require cooling or cooling of left over food will be allowed unless a walk-in refrigerator is installed or other Health District approved cooling method is in place. 7. Submit a revised-floor plan, drawn to scale, showing location of all equipment,plumbing fixtures and the like that includes the required additional information. The scale of the drawing should be 1/4 inch equals 1 foot. i Please note that prior to operating permit issuance and approval to open the new facility, after the Health District plan review process is completed and construction is finished, the Health District 'permit- application process must be completed and a preoperational inspection must be conducted. Please contact me if you have any questions. My office number is 425.339.5250. ;ncemhL A. Hop anent Health Specialist Arlington Building Department Shumway, Environmental Health Specialist Chopelas & Associates, Inc. 1,:jrgineering&Design Services 1611 168`t' St. NE, Suite#5 Arlington, WA 98223 (360) 653-4615; FAX: (360) 651-2085 April 20,2006 Anthony Beck 881 Karen Ann Drive Camano Island, WA 98282 Subject: Structural Design for the access ramp for 117 W.Division Street,Arlington WA The design requirements and the loads analysis was done for the access ramp according to the requirements of the 2003 International Building Code. The following design conditions for the analysis is based on the site conditions or according to the minimum code requirements: Soil bearing capacity: 2000 PSF Ramp and landing Live load: 100 PSF Seismic Site Class: D, Ss= 1.25 The design requirements for the ramp is done according to Section 1010. This limits the slope to 12 to 1 with a maximum rise of 30",with a 60"long landing at each end of each ramp or at doors . This section also requires a 60"by 60" landing at each turn between the ramps. Section 1016.2 requires the ramp be 44"wide and section 1012 requires guards 42 inches high, section 1010.8 requires handrails on both sides 34 to 38 inches high, and a rail 17 to 19"high. ' The total rise from the sidewalk to the main floor level is 66 to 67 inches high, because of the space limitation on the site compliance with section 1010 can not be achieved. Therefore the provisions of the Existing Structures chapter 34 apply. Section 3409.7.5 allows ramps to rise 10 to 1 for 6 inches(60"ramp length),with this provision the full rise is achieved with only one short section at 10:1. If you have any questions or if you are in need of further assistance please feel free to call. °� EIENED 2-/W4 COA. PERMIT CENTER EMRES 12-14- -7oO,1' Peter Chopelas PE t-r is o- j ,� 2cjcrv/2 6 ' S sus F4,SS www 0)U)� P_S LO O N T T T 1 yN' iV ZE - VJ 1 �f �Su�J � 3 b �- C P IT; I-A � ' tb� _r►,��s �� • �� . D�-� � - Qv✓�cG-` /.fir�.l Uniformly Loaded Floor Beamf 2003 International Buildinq Code(01 NDS))Ver:6.00.63 By: Peter Chopelas PE, Chopelas and Associates, Inc on:04-19-2006 :3:04:00 PM Project: BECK-Location: Landing center girder Summary: 3.5 IN x 5.5 IN x 6.5 FT /#2-Hem-Fir-Dry Use Section Adequate By: 14.1% Controlling Factor: Section Modulus/Depth Required 5.15 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.16 IN= U490 Total Load: TLD= 0.17 IN= U454 Reactions(Each End): Live Load: LL-Rxn= 813 LB Dead Load: DL-Rxn= 64 LB Total Load: TL-Rxn= 876 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.62 IN Beam Data: Span: L= 6.5 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 100.0 PSF Floor Dead Load-Side One: DL1= 6.0 PSF Tributary Width-Side One: TW1= 1.25 FT Floor Live Load-Side Two: LL2= 100.0 PSF Floor Dead Load-Side Two: DL2= 6.0 PSF Tributary Width-Side Two: TW2= 1.25 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 250 PLF Beam Self Weiqht: BSW= 5 PLF Beam Total Dead Load: wD= 20 PLF Total Maximum Load: wT= 270 PLF Properties For:#2-Hem-Fir Bendinq Stress: Fb= 850 PSI Shear Stress: Fv= 150 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb'(Tension): Fb'= 1105 PSI Adjustment Factors: Cd=1.00 Cf=1.30 Fv': Fv'= 150 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 1424 FT-LB 3.25 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 754 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 15.47 IN3 S= 17.65 IN3 Area(Shear): Areq= 7.54 IN2 A= 19.25 IN2 Moment of Inertia (Deflection): Ireq= 35.64 IN4 1= 48.53 IN4 Uniformly Loaded Floor Beam[2003 International Building Code(01 NDS))Ver:6.00.63 By: Peter Chopelas PE , Chopelas and Associates, Inc on:04-13-2006: 10:48:00 AM Project: Beck-Location: ramp stringer(max,span) Summary: 3.5 IN x 7.25 IN x 10.0 FT /#2-Hem-Fir-Wet Use Section Adequate By: 5.3% Controlling Factor:Moment of Inertia/Depth Required 7.13 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.32 IN =U379 Total Load: TLD= 0.35 IN =U347 Reactions(Each End): Live Load: LL-Rxn= 915 LB Dead Load: DL-Rxn= 86 LB Total Load: TL-Rxn= 1001 LB Bearing Length Required(Beam only,support capacity not checked): BL= 1.05 IN Beam Data: Span: L= 10.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 100.0 PSF Floor Dead Load-Side One: DL1= 6.0 PSF Tributary Width-Side One: TW1= 1.83 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 183 PLF Beam Self Weight: BSW= 6 PLF Beam Total Dead Load: wD= 17 PLF Total Maximum Load: wT= 200 PLF Properties For.#2-Hem-Fir Bending Stress: Fb= 850 PSI Shear Stress: Fv= 150 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb'(Tension): Fb'= 1105 PSI Adjustment Factors: Cd=1.00 Cf=1.30 Fv' Fv'= 146 PSI Adjustment Factors: Cd=1.00 Cm=0.97 E': E'= 1170000 PSI Adjustment Factors: Cm=0.90 Fc'_perp: Fc'_perp= 271 PSI Adjustment Factors: Cm=0.67 Design Requirements: Controlling Moment: M= 2502 FT-LB 5.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 881 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 27.17 IN3 S= 30.66 IN3 Area(Shear): Areq= 9.08 IN2 A= 25.38 IN2 Moment of Inertia (Deflection): Ireq= 105.56 IN4 1= 111.15 IN4 Roof Rafter[2003 International Building Code(01 NDS))Ver:6.00.63 By: Peter Chopelas PE ,Chopelas and Associates, Inc on: 04-13-2006: 11:00:32 AM Project: BECK-Location: Decking planks Summary: 1.5 IN x 1.5 IN x 3.08 FT (a-)_ 1.5 O.C./#2-Western Cedars-Dry Use Section Adequate By:71.2% Controlling Factor: Moment of Inertia/Depth Required 1.25 In *Unbalanced loadings have not been checked in this design. Rafter Span Deflections: Dead Load: DLD-Interior= 0.00 IN Live Load: LLD-Interior— 0.06 IN=U616 Total Load: TLD-Interior= 0.06 IN=U581 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load: 154 PLF 19 LB Upper Dead Load: 9 PLF 1 LB Upper Total Load: 163 PLF 20 LB Lower Live Load: 154 PLF 19 LB Lower Dead Load: 9 PLF 1 LB Lower Total Load: 163 PLF 20 LB Upper Equiv.Tributary Width: UTWeq= 1.54 FT Lower Equiv.Tributary Width: LTWeq= 1.54 FT Rafter Data: Interior Span: L= 3.08 FT Eave Span: L-Eave= 0.0 FT Rafter Spacing: Spacing= 1.5 IN O.C. Rafter Pitch: RP= 0.0 : 12 Roof sheathing applied to top of joists-Top of rafters fully braced. Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Rafter Loads: Roof Live Load: LL= 100.0 PSF Roof Dead Load: DL= 6.0 PSF Roof Duration Factor: Cd= 1.00 Slope Adjusted Spans And Loads: Interior Span: L-adj= 3.08 FT Rafter Live Load: wL-adj= 13 PLF Rafter Dead Load: wD-adl= 1 PLF Rafter Total Load: wT-adj= 13 PLF Properties For:#2-Western Cedars Bending Stress: Fb= 700 PSI Shear Stress: Fv= 155 PSI Modulus of Elasticity: E= 1000000 PSI Stress Perpendicular to Grain: Fc-perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1208 PSI Adjustment Factors: Cd=1.00 Cf=1.50 Cr-1.15 Fv': Fv'= 155 PSI Adjustment Factors:Cd=1.00 Design Requirements: Controlling Moment: M= 16 FT-LB 1.54 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 19 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 0.16 IN3 S= 0.56 IN3 Area(Shear): Areq= 0.18 IN2 A= 2.25 IN2 Moment of Inertia (Deflection): Ireq= 0.25 IN4 1= 0.42 IN4 Floor Joistf 2003 International Building Code(01 NDS)1 Ver:6.00.63 BY: Peter Chopelas PE, Chopelas and Associates, Inc on:04-19-2006: 3:01:54 PM Project: BECK-Location: Landing Decking Summary: 1.5 IN x 1.5 IN x 3.83 FT (a)_ 1.5 O.C./#2-Hem-Fir-Wet Use Section Adequate By:4.1% Controlling Factor: Moment of Inertia/Depth Required 1.48 In Center Span Deflections: Dead Load: DLD-Center= 0.01 IN Live Load: LLD-Center= 0.12 IN = U375 Total Load: TLD-Center= 0.13 IN=U341 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 24 LB Dead Load: DL-Rxn-A= 2 LB Total Load: TL-Rxn-A= 26 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.06 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 24 LB Dead Load: DL-Rxn-B= 2 LB Total Load: TL-Rxn-B= 26 LB Bearing Length Required(Beam only,support capacity not,checked): BL-B= 0.06 IN Joist Data: Center Span Length: L2= 3.83 FT Floor sheathing applied to top of joists-top of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Floor Loading: Live Load: LL-2= 100.0 PSF Dead Load: DL-2= 10.0 PSF Total Load: TL-2= 110.0 PSF Total Load Adjusted for Joist Spacing: wT-2= 14 PLF Properties For:#2-Hem-Fir Bending Stress: Fb= 850 PSI Shear Stress: Fv= 150 PSI Modulus of Elasticitv: E= 1300000 PSI Stress Perpendicular to Grain: Fc-perp= 405 PSI Adjusted Properties Fb'(Tension): Fb'= 1246 PSI Adjustment Factors: Cd=1.00 Cm=0.85 Cf=1.50 Cr=1.15 Fv': Fv'= 146 PSI Adjustment Factors: Cd=1.00 Cm=0.97 E': E'= 1170000 PSI Adjustment Factors: Cm=0.90 Fc'-perp: Fc'-perp= 271 PSI Adjustment Factors: Cm=0.67 Design Requirements: Controlling Moment: M= 25 FT-LB 1.915 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 25 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 0.24 IN3 S= 0.56 IN3 Area(Shear): Areq= 0.26 IN2 A= 2.25 IN2 Moment of Inertia(Deflection): Ireq= 0.41 IN4 1= 0.42 IN4 1� Y O G r' Community Development -�� Planning Division LING" MEMO TO: Building Division FROM: Yvonne Page, Senior Planner DATE: November 4, 2005 RE: Alamo (BP#05-6726) Below are comments of my review comments for the interior renovation/ADA ramp building permit- 1. I need more time. This appears to be a change of use for the building, which I believe would require a land use permit and possibly design review. Therefore, I cannot complete my review to determine whether the construction drawings are consistent with the approved land use permit and design review decision (if required) until the permit and decision are issued. At this time, no application for a land use permit/design review has been submitted. However, I understand the applicant is very anxious to immediately repair the roof, which cannot be done until the walls are structurally improved-, and I do not want to delay that portion of the permit. Therefore, if the applicant were to revise the building permit application and divide the application into two phases, and if the first phase was ONLY for the repair of the roof and structural repair of the walls, I would have no comments for that review and would hereby approve the issuance of the permit for that first phase with the understanding that the applicant would complete and submit a land use permit application as soon as possible. % Yvo a Page • City of Arlington REQUEST FOR REVIEW FORM NAME: 0 nq 0 BP #: 05- (�1�2& DATE: L1 I RETURN THIS FORM BY: C- PROJECT SUMMARY: RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. 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. 0 COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE �A )0 LjNG�To: Building Department From: Tom Cooper Date: November 14, 2005 Ref: 05-6726 1. Provide a minimum of 2 fire extinguishers on each floor level. 2. • City of Arlington REQUEST FOR REVIEW FORM NAME:-4 L BP #: 05- / DATE: C RETURN THIS FORM BY: PROJECT SUMMARY: v ( 'Iezz ylle-;7 RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. 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 I,' ^TT"`'� :"E-MO `-7 NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY 4eiL,_ DATE I y C1 1 City of Arlington REQUEST FOR REVIEW FORM NAME: �� BP #: 05- b(_ /[ / DATE: 1 (�/Gs- RETURN THIS FORM BY: //Ap PROJECT SUMMARY: LX �v� 2eGc au��zcti� IJf¢ �!� RESPONDING DEPARTMENT TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. 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 f RePN'�. f • �V�J 12_ 11/I1�/-� 11�.(�7' 11/1�1 M rr,"ij W V V L� 11 V l� OCT ' Do Cityof Arlington 17 g U ilities Div. MW REQUEST FOR REVIEW FORM NAME: GL(/Yl BP M. 05- 0 DATE: RETURN THIS FORM BY: PROJECT SUMMARY: ) UGL- Q � RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. 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 I G� Y O� City of • • Utilities Department ��QNG"0 Memo To: David Anderson, Building Official From: Reta Shepard, Utilities Specialist CC: Augusto Tararan, Cross Connection Specialist 403-3523 Ken Renfro, Pretreatment Specialist 403-3530 Date: November 2, 2005 Re: Anthony Beck, 117 Division St,Tenant Imp BP#05-6626 The Utilities Division has reviewed the Tenant Imp permit for BP# 05-6626 and has the following comments: 1. What is the proposed use of the"Coffee Kitchen"area? e Page 1 1!61,6 City of Arlington MW REQUEST FOR REVIEW FORM NAME: la-fm BP #: 05- (_ ` ��" DATE: n 12L, RETURN THIS FORM BY: PROJECT SUMMARY: �l l� 1G��7�L7 � Cz/�2/� RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. 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 ❑ COMMENT REVIEWED BY DATE D J� City of Arlington REQUEST FOR REVIEW FORM NAME: ��1f, BP #: 05- DATE: RETURN THIS FORM BY: PROJECT SUMMARY: 'l o IGL �CCe RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG �., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. 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 -U NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE 0(A-Jr J 3 tc—yr4.rsT-wC Q�rCOC C 3 . a 1--Ar4W x ?Q.PoS€p (?AAAfo ►�1n,aNCi Q,�MP 0, �l l Uarfu?�tf� -OZOf-t615O QPA P - UP Q 'up �- P Ca NCQ�T� WooQ �£Ci� �f2° k ! �1°rbkG" Cum Q2AAP . LAN0i Ex(STI IVY Ire Lb"l NCB Door _ 1�1Z" M�iJ. k�AraDl1�L L�EEa29�JC>f L�yP� -- Rw CITED ` F,rl.s'Cla(�[3ull.��IJGr �=6A s M Li IIRAMP PLl M I/q>'I�I'o�, Q5Tu illy = ,A AU^1 6MFjQl\iC / u NO CHANGES AUMORIZED —5s . CD I UNLESS APPFKWED BY THE �� SP Q e 2797 � D� !. SUOLDOW IISPECMR �I 4-2vo6 1z:I '►►� III► f dr�N Q�,,�woop l 7p i S° 01�,Cr. BWCE I' �►(^"''' C3��� M CHOPELAS&ASSOCIATES E�, r_,Jn (TyPi c&c-) Engineering&Design Services ELEVATION s111in s �R®MP � �Awa92 (360)653-4615 0 fu'O" CTYP; Msx SPAn3 t-AMOIQ - -RAM P IN ,I r t U xg y�F 2 ( PeEs_ Tr a"T.� - L - _ 2 X y (FzAT)l CEDa Oj:jt ^ W z � X8 ��� 2 C�2C-s- Te CAT J ^I - -- o � 19 - sIMPSo r�J U�(c �•ANC�- ��V- ( I —1 rlL I � S)MP�nj Parr cep �Qc� N Z RT ,4 x4 WF 2 PT• pd- T u i CU►�1C � -VOCAL ALL- Lo c •) •'�P- C rn�CrS PRE—C ), SST �u cq �N71�c�`f 12" FEC" <w I-S 14 a ct v3 vJl�j� Po_Sl 8 AS��TYP. ;OtL [o c-.) R 27797!'4 PcCC�� Q��V1P M� 12-14-2oa� • W� 1.1 ��Z f I� � � CHOPELAS&ASSOCIATES Engineering&Design Services 9611-168th St.,NE,Suite#5 Arlington,WA. 98223 (360)653-4615 STRUCTURAL NOTES: (INL A. GENERAL: WI VI" GC!C-AQ/0,NC_f_- AND 1. The following notes are supplementary and do not supersede the specifications and/or 36�� LbDV£ cy—n-CIL details shown on the drawings. /J 2x t B. CODES&STANDARDS:L P((j6 S 1. 2003 International Building Code(IBC) 0A S PACE ZDA-r1tJ O US RW L I F' ���N � C. DESIGN LOADS: 1. Roof(snow) .....................................25 psf Live Load 2. Floors ...........................................i.00 psf Live Load 3. Stairs&Exits ..................................i.09 psf Live Load 4. Wind Speed ----...--•-•--••-•....................85 mph,Exposure"B„ 5. Seismic Site Class ...............................D, 8, = 1.25 6. Soil bearing capacity...........................2 000 @ 18"psf depth P eP GB�U SC>Z S lL1 AJ �'J� �> D. FOUNDATION DATA: N/BLS a2 � 't4' u6�eA - Ea 1. Footings to bear on undisturbed native sub-soil,free of organic material to a minimum of V-0" below finish grade. l(�I'(� S'i�2lrJL�E2 z x W"2 P-77 2. Center all footings on columns and walls above,unless noted otherwise. 3. Compacted fill to be well graded,gravelly sand, free of clay. Place in 8 inch maximum depth and compacted to 95%density. � o CAP E_ REINFORCED CONCRETE NOTES: 1. Concrete 28-day strength: 5 sack cement/yd3(minimum of 2,500 psi;6 gallon water/sack) \ for foundations,slabs,and footings. 2. Reinforced steel A.S.T.M.A-615:grade 40(40,000 psi)all sizes CK Concrete cover on reinforcing steel(clear dimensions Vertical faces exposed to earth or weather.........................2" Bottom of footings..-•.................................................3" 1 \10 b AG 9"A c c Slab-on grade from to w1 '(3,� o a N Ey L S 6Aw Splice reinforcing bars minimum....................................18"overlap ° � , EAJfl Cry 9 F. TIMBER FRAMING NOTES: Ich/o ' ag WAS 1. Hem-Fir No.2 or Doug-Fir No.2 for joists,rafters,and framing to 4"width. a " FILL- 2. Hem-Fir or Doug-Fir,Utility or No.3 or better for plates and blocking. ,LY " 3. Hem-Fir No. 1 for posts and other beams,unless noted otherwise. 1 4. Joists and rafters to have 2"thick solid blocking at bearing supports. fr' 27974 /j�7 4 5WMV/1 . Provide washers for all bolts bearing on wood. SF.ji�rAL� �� �J _ /J . 6. All nails shall be common wire nails. 7. All nailing not otherwise noted should be per IBC Table 2304.9.1 I Z G. MISCELLANEOUS: CHOPELAS&ASSOCIATES 1. Contractor to verify all dimensions in the field. &Desf 9 Engineeringn Services 3611-168th SL,NE,Suite#5 2. Provide temp.bracing as required until all permanent connections are installed. Arlington,WA. 9822.3 LTf\ I L ll I 1 t 11 3. Pre-fabricated trusses,hold downs,hangers,and other items to be installed per the (360)6534615 -- - I b manufacturer's recommendations. g - - -- - - - - - - - - w D I 51 Y � b � b O h � PP33 ' 2 i2 ftOM MK(MD.YMTY VM.MOOR ffT.) ! RMP Pd41. 17 7LGAE WVC(W.VBt?Y VM.MOM HT.) � I � E (wuc eo neH wx eeTr®+�,vort�e) (wvc�Mul r�e�rr®+utamss 1 � ! - - ..-' � �wt,•.- � --'� `tom-�.� E Lam., oLT �^ A — — — — — — — — - -� N i m crop a zFn 3m a dam c 51 o Z m �� o � A m N Z _ r O 1 p$ 1 �� I i 4-41 s d In �s RNT VM•LIS MZM WX(RD.VMVY VM.nMR M.) , RAMP DOM@ 612144E KAX(MD.VBWY YW.n,=Hr.) - (wuc 00 WA Ra MErvw LNGM69) (wvc 90 WH me E rym LNDM S) W4 0131 b Y IM 0 i i a z i i i T 91 'TP9 >; m m = 50 N �Z � 3 T O� i I