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16910 59TH AVE NE_056635_2026
et� INSPECTION REPORT -N i1i r Permit No.: OSic3' Lot#: Address: /&'1 � � 5 Cr ax_ Contractor: '�-,�G,t4 Owner: �-'� Date: / _14—c S' APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: �C�o"'I Date:/a TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: /"c INSPECTION REPORT tiZN G r0 Permit No.: 0-4'-d It?3 Lot#: Address: AGz�o S9''°.�vE AYE Contractor: Fier V-s.—�7s, , waste 9s, ,S4 Owner:cozumei.4 IN O Date: YAPPROVAL ❑ 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. �/tr��c-c��_/� if vz i��#T!L _St►�i.cif<<.=i` t ' i—IAc��rciC1 Inspector: /fir L Date: f= -� TYPE 001INSPECTION 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 �' Permit No.:��-�� Lot #: Address: fG �/eContractor: f//:'COwner:Date: 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. _S'✓Si f9 ��'����� /3,Ecvci,? Thy` -'.c..s Inspector: Date: TYPE O INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: C I TY C3F= (=4FRL I IVGTC )r4 GC7IVST F2UGT I C3IV PE HM I T F:31EFtM I T h4C7_ _ (DS—El.C63S Ovner: GALE INSULATION 16910 59TH ARLINGTON 98223 Value of Work: $40, 000. O0 Tax ID: 310527-002-001-00 Phone: 360. 659. 7674 Describe Work: INSTALL RACKING SYSTEM Proposed Use: WAREHOUSE/SALES Legal Description: 4T LOT 1 Job Address: 16910 59TH ST NE Contractor's Name Type Address License# DACO CORPORATION GEN 18715 EAST VALLEY HWY DACO**012NC TOTALS Fee Permit Fee $613. 75 Plan Fee $398. 94 State fee $4. 50 SIGNATURE: TOTAL FEE. . . . . . . . . . . . . . . . . $1, 017. 19 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $398. 94 KNOW THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $618. 25 ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER DATE RECEIPT aP ' ;IFIED HEREIN OR NOT. b3 # � HU DING OFFICIA L IN 1' ■i 1 I 1 1 1 ■ 1 1 1 M 1 ■ ME ME 0 0 ME ■ • 1• • ' ■ ■ 1 . � NONE • 90 INZNo Z.■ ■ ■ ■ ■ ■ ■ � ■ V■ ' _ In Ir 1 • 1 . . � : � � • 11 11 ELM, � 1 19 11* 1 . LaIn ■ - ■1' r ■ ■ L41 7T . 7ML1� ■ ■ ■ ■ ■� - 7 1 ME ■ ■ . ■ ■ ■ ■ ■ . A.M.. . ■ ' ■ 1 on ■ ` ■ ME ■ ME ■ il eve- A-Za ■ 1 1 r 1 ■ C I TY OF' AF2L I P4CG-IF OIV COhJST Ft I OIV PE F;tM I T PEFtM I T h10_ = 05—bbz+QD Owner: GALE INSULATION 16910 59TH ARLINGTON 98223 Value of Work: Tax ID: Phone: 360. 659. 7674 Describe Work: INSTALL WALL SIGNS Proposed Use: WAREHOUSE/SALES Legal Description: Job Address: 16910 59TH ST NE Contractor's Name Type Address License# SIGNMART GEN 1515 A FREEWAY DR SIGNML*959CB TOTALS Fee Permit Fee $320. 00 State fee $4. 50 SIGNATU TOTAL FEE. . . . . . . . . . . . . . . . . $324. 50 I HEREBY CERTIFY THAT I :. AD AN EXAMINED THIS APPLICATION AND PAYME:NTS. . . . . . . . . . . . . . . . . . $0. 00 KN W THE SAME TO BE TRUE AND COR- RE 1' ALL PROVIS OH OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $324. 50 OR CI NCE GOV NIN THIS TYPE OF W 'ILL C PLI D WITH WHETHER S E 'I ! IED R OR NOT. DATE RECEIPT # B 1 '. NG OFFI L 177,)- r �- bs z� C 1 ■ 1 � I 1 I ■ 1 1 1 1 1 ■ 1 1 ■ 1 1 1 1 I 1 1 ■ 1 � ■ _ 1 1 1 1 ■ I 1� 1 1 El I 1■ _ - 1 ■ 1 I I I II ■ ■ 10 _ ■ ■ �■ 1 I r-� !il� J I . 1 1 1 ti ti I �I 1 I 1 I I C I TY C7F= Al?L- I I'll C-3T-L-3P1 / C C3 h1 13 T F?U C;'T- I t71-4 P LE FFR M I T F�E F�1-1 I _.1._ h1 C] _ = to -6 _7 C6 .3 Omer: COLUMBIA DISTRIBUTING 2501 E VALLEY RD RENTjM 98055 Value of Work: �B, 000. 00 'ra:.: Ili: Phone: 425. •Lbi. 0 Describe Work: INSTALL SPRINKLER Proposed Use: COLUMBIA DISTRIBUTING Legal Description: Job Address: 16910 59TH AVE NE #110 Contractor's Name Type Address License# FIRE SYS WEST SPR 219 FRONTAGE RD N #B FIRESWI140BI TOTALS Fee Permit Fee $:362. 50 Plan Nee a 302. 13 SIGNATURE- TOTALXA:. FEE".. . . . . . . . . . . . . . $664. 63 I REBY T1. iA I HAVE REAL'Al EXAMI TH . �=' 'LIGA'TION ANrz PAYMENTS. . . . . . . . . . . . . . . $0. 00 K THE SAME TO BE TRUE AND COR-- RL_ : ALL PKOVI;T, OFF LAWS AI D TOTAL DUE. . . . . . . . . . . . . . . . . $664. 63 Oir 'I ANC GOV NS G THIS TYPE OF W I L P IED WITH WHETHER is ii ; Nl7'1. DATE I RECEIPT # - 1 L r• =I • • . • 016 �:. . - i I City of Arlington REQUEST FOR REVIEW FORM NAME: BP #: 05- I-604D DATE: �( �— RETURN THIS FORM BY: (i kc7 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. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO L1] NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY �� � DATE '�— 'Z / c� • i LJ ' SIGN. PERMI1 � � c Y o� a n 5 7� o APPLICATION v5. G&W 't!N G� 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 TWO(2) SETS OF COMPLETE PLANS, INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS IF APPLICABLE. 4. � 1_7 / >r Parcel ID#: Project Address: Lot#: ) SubdiAn:' Owner: D'`` r �-"`� Phone Number: Address: City: State: Zip Code: Contractor: CZ) C M ► T Phone Number: Cell Phone: =�-� r/ Fax: E-mail: a`I�a 'I Pi�i n�# � u ►� Address: ) 5I S A �„�d=V_,c City:MOUE �t'c P��J State: — Zip Code: Contractor's License Number: N m 5i Lto Expiration: t WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Height of wall Total street frontage in feet Length of wall Height of proposed sign Area of wall Width of proposed sign Height of proposed sign A) I Total sign print area ' s Length of proposed sign A) �� Total sign structure area Area of proposed sign hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the Stat of Washington. y ! ECE1 lr��� Applicants Signalufe Date R SEP 0 8 2005 Print Applicants Name boo L Forms/SIGN-1 isf 4 �. I `I I I . Y I ,V, Sep 09 05 11 : 02a 360- 9-4975 p. 2 co .p I V !_ . N o r� C r 1„ r ■ o o U) S p-f n� CA 21 .01 tA In 41 w W p oV z a cry ITN G 1 7 .t S SPp lc 05 11 : 06a 360-428-4975 p. 2 N O E Z O g - mr) 0 ' O :M Z - m - , cn m L V C � m i m r- � , 0 Ln r N r) o M 0 - = m C i D Z / N rn L ' � C N 0 Fn C/Y oao D -rn-1-1 c V) C O �" N c > led � W r • Irn � O rn D m ' Z � = 0 * 0 Z 0 2 m 0 Oo p � O 0, N mCO N N 0 Z t° LA 0 m D D D rn rr- > 0 X 2 i N ip� '; A I Sep , 12 05 11 : 06a 360--428-4975 p. 2 N O Z O 0 ' m r) Zoo O m Z " = LA m LA a > _ � y m i m rn r i X 0 LA ,= 0 i . rn D � m l � � 0 8O rn o O room o rn Q� ao cn ty lk� :t m vi OD �? ✓� NJ z > C 0 %� --Mmt— C: 0 m z m D Zom o \ o * o 02m CD Ln m Ln o ° m - O 4% rl m C Ln z Z. T �,� n LA D > mn Ln _ rn D � X 2 ry r� �� ��� • City of Arlington REQUEST FOR REVIEW FORM NAME: BP #: 05- t -011 to DATE: 1 a- RETURN THIS FORM BY: 9 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. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY ! Q! DATE s• I�� 16—� ` J_ l � � 1 o(W Y °f wA. SIGN PERM11 o APPLICATION, <ING� 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 TWO(2)SETS OF COMPLETE PLANS, INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS IF APPLICABLE. Project Address: Parcel ID#: Lot#: Subdivis' n: _ Owner: v� ` �I ,—A- Phone Number: Address: City: State: Zip Code: Contractor: A I�-T' Phone Number:3 t `7 2-S- q t�oL5 Cell Phone:�Z5' ! 3 �- l Fax: E-mail: -oava g,.q,mAr P'usA Address: l 5l S A � wa�1 City:1"'101 klr VL':4t`60 State:�_ Zip Code: Contractor's License Number:5' l°I�.?fit• L3 Expiration: WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Height of wall Total street frontage in feet Length of wall Height of proposed sign Area of wall Width of proposed sign Height of proposed sign A) I 0 Total sign print area / Length of proposed sign A) 216 Total sign structure area Area of proposed sign I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the Stat of Washington. Date Applicants Signature Print Applicants Name N f A g!_ a�L/ Forms/SIGN-1 I I NKIN go q3? Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 r Topic Index Contact Info Search Hcrrw Safety Claims 8 Insurance T Workplace Rights Trades£t Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber Electrical Contractor 'A business licensed by LEtI to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a ,designated Electrical Administrator or Master Electrician who is a member of the firm or a full-time supervisory employee. i , License Information License SIGNML"959CB Licensee Name SIGNMART LLC Licensee Type ELECTRICAL CONTRACTOR UBI 602457189Verify Workers Comp Premium Status Ind. Ins. Account 34147607 Id Business Type LIMITED LIABILITY COMPANY Address 1 1515-A FREEWAY DR Address 2 City MOUNT VERNON County SKAGIT State WA Zip 98273 Phone 3607550025 Status ACTIVE j Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/2/2005 Expiration Date 2/2/2007 Suspend Date Separation Date Beit 4aiMINUH JEW Parent Company 1515-A Freeway Drive MountVeirion,WA98273 , Previous License SIGNMLL956BJ Next License Cell: 4255/4781-3271 Fax: 360/428-4975 Associated TVEITCL957KB E-mail: ben@signmartusa.com License 11 ' https://fortress.wa.gov/lni/bbip/Detail.aspx?License=SIGNML*95 9CB 9/9/2005 Look Up a Contractor, Electrician or Plumber License Detail Page 2 of 2 Master Electrician Information License TVEITCL957KB Name TVEIT, CURTIS L Status ACTIVE Business Owner Information Effective Expiration Name Role Date Date CJ SERVICES CORPORATION AGENT 02/02/20.05 HANSON, TIMOTHY D PARTNER/MEMBER 02/02/2005 CAMPBELL, ROBERT PARTNER/MEMBER 02/02/2005 HECHT, GREG PARTNER/MEMBER 02/02/2005 KRISTIANSEN, MICHELLE PARTNER/MEMBER 02/02/2005 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until #1 CBIC SF7525 �01/05/2005 Cancelled $4,000.00 01/20/2005 Savings Information No Matching Information Insurance Information No Matching Information Start a New Search Printer Friendly Version aw= About LExI l Find a job at LBtI I Informacion en espanol I Site Feedback X 1-800-547-8367 17� :o Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the state of Washington. Access Agreement I Privacy and security statement. I Intended use/external content policy Visit access.wa.gov Staff only link a https://fortress.wa.gov/lni/bbip/Detail.aspx?License=SIGNML*959CB 9/9/2005 i .� _ `',. • City of Arlington NW REQUEST FOR REVIEW FORM NAME: � *4�9 bt 3� BP #: 05- Le V '�b DATE: RETURN THIS FORM BY: lc;xlcf 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. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT L U'COMMENTS REVIEWED BY r. � 3y ! ' � f 1 .at:•• a.. � � fiJ 07 .1> FIRE SPRINKLER 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 MUST BE ACCOMPANIED BY EIGHT(8) SETS OF COMPLETE AND SCALED PLANS, EIGHT (8)SETS OF HYDRALIC CALCULATIONS, EIGHT(8)SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE.ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS(POINT TO POINT WIRING),AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: ( ) New Fire Sprinkler Fire Sprinkler Add/Alt ( ) Underground Fire Line 1 (v9 l C SUiTK PN9 N� # 11C) Project Address: Parcel ID#: Project Valuation:�kPl Number of Heads: k(' Building Area(Sq Ft): "2_�Jt Owner: Phone Number: Address: � 3 1 00 5-V }�� �teie State to ` - Zip Code: Contact Person: `� ` - Phone Number: ��3 033 -4 26 Cell Phone: `L a"� �r'1 a�� Fax: `L5 75`13 E-mail: :vi9 '�f�_ ��`�C f" taa' iv9C'f� t Address: t `� At1iIf 9,� E� � � City: 4��-a�t�` State: LIMA— Zip Code: e������� Contractor: g� `C G�fS��S '� ° Phone Number: - �l Address: City: Of _� , _� e �`�' '�' e4t.1�1 C_ State: L3(IV- Zip Code: q9b 41 � Contractor's License Number: x Rrti -i 14n Expiration: `2- I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation ofthe State of Washington. Applicants Signature iii Date t !A, 1 1�� — Print Applicants Name RECEIVED NOV 1 1 2005 COA BUILDING DEP FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date ceived WEB Forms—24 Page 1 of 1 5/05 dwa `� -'� . � r . �� a.�,.y 6 /eilizibm'. Aft ic 'gay ;TA? 66 <4- I/Vashin on State Patrol ZZ, Fire Protection Bureau. zi Office of the State Fire Marshal 4- M, K to, let, A- Z actar On t 12;i-a FSCL- Issued To Fire Systems West, Inc. Levell ........... Nurnber: FIRESWI14OB1 1. Expires:xpires: December 31, 2005 State Fire Marshal M gI- E1 w1�ft,. ;�1,,. .! �' I '.�' t.'r'rIGA} ,'�`���y� ++ �:1, _ .1 1 �v ri4t:. Fire Systems West F Letter of Transmittal 219 Frontage Road North, Suite B Pacific, Washington 98047' Phone (253) 833-1Z48 Fax (253) 735-0113 Date: November 16, 2005 To: City of Arlington FSW #: 238 N Olympic Ave Project: Columbia Distributing Arlington, WA 98223 Location: 6910 59th Avenue NE, Suite 110 Attn: Plan Reviewer Re: Fax#: 360-403-3447 #of pages: WE ARE SENDING YOU: 2 Attached ❑Delivered by hand ❑via:0 Facsimile QShop Drawings [Z Plans ❑d Equipment Data 0 us Mail ❑Copy of Letter ❑Specifications ❑Change Order 0 Overnight Delivery Copies Number Date Description 8 1 of 1 11/15/05 Sprinkler Drawings 8 Dry Head Cut Sheets _ 1 Copy of Business License 1 Permit Application Nov �TI.uuj U11DING DEF THESE ARE TRANSMITTED AS INDICATED BELOW: ❑For Your Use [:]Approved as Noted ❑Return ❑corrected Prints ❑� For Approval ❑Approved as Submitted El Submit ❑Copies for _ 7/ ❑As Requested ❑Returned for Corrections ❑Resubmit ❑Review&Comment Remarks: Any questions give me a call Thanks Jim turk CC: P-1F,le Signed: Ju ❑ NAME: Jim Turk ❑ TITLE: Service Manager WACL# FIRSWI140B1 - ECL#FIRESWI055LW .ti .. 5 . I L' '_4�. .h, City of Arlington REQUEST FOR REVIEW FORM NAME: BP #: 05- C� 7 DATE: I ��� RETURN THIS FORM BY: PROJECT SUMMARY: /\J 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 r 071�>' FIRE SPRINKLER 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 MUST BE ACCOMPANIED BY EIGHT(8) SETS OF COMPLETE AND SCALED PLANS, EIGHT (8) SETS OF HYDRALIC CALCULATIONS, EIGHT(8) SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE. ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS(POINT TO POINT WIRING),AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: ( ) New Fire Sprinkler Fire Sprinkler Add/Alt ( ) Underground Fire Line � Ilvg t SckTK PN ►iu Project Address: ParcelID#: - - Project Valuation:A Number of Heads: �l� Building Area(Sq Ft): '2_0;✓ Owner: t'r,u� 7e y�� A LL` Phone Number: �- 31 so Address: � 3100 +CAT"'{! ST" �?_rty; t h.'�-r s�'�`�state: � ' Zip Code: Contact Pnresott:.J �� = Lk - — _ _...- -_-- Cell Phone: '2-53 l C) 1G{ Fax: `Z-S T30 3 E-mail: Address: �Vk 1�7ro?A 5e C,� t'13 *8 City: �-i State: Ot Zip Code: Tgc-'41 Contractor: �"1 PRE s4s- �'�' S Phone Number: ZJ Z- 3-i Z��3 Address:2 � k � � City: C4`1�1� State: oft Zip Code: Rr, 4-1 Contractors License Number: ex-sa 3 14 r) Expiration: 1 2'Fa k'N I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Date � V41 ►�r� Print Applicants Name PFCEIVED NOV it 7 2_005 (� FOR STAFF USE ONLY u-j lX�0 Permit# Accepted By Amount Received Receipt# Date Flaceived WEB Forms-24 Page 1 of 1 5/05 dwa EI im H rp w "m J HOITA 31 .A4qjk 7 liq IM �I �TYW ' - OMEN A �'iM�EI'`. �� -_ - r ■ • • IT • �� + �� ' �— IEEE- 1 u 7 R� � �1 m ' ' _ ■■L`1 ■ ■ 011 ■ ■ ' ■ ' Nor I a 0 =11ON • • . ■ ■ MII ■ ■ ■ ■ ■ 1 NO ■ Ic - . . . . , ■ NO \ ■. 1 No ■■■-al\■- ■- 7 ■ ■�� . ■ J6 r ■ ■ ON ww ` — �j1 ■ . - ■ L. . .r— - - ■ ' — EEE7r 1 . mom 0 mum No- ' . 1 r ON ' ■■mmo lm — ■y ■ + ■ r. � c ! � • � lU� City of Arlington Utilities Div, REQUEST FOR REVIEW FORM NAME: tJ h�,�1 a BP #: 05- DATE: L02 RETURN THIS FORM BY: 1 ,34G PROJECT SUMMARY: p y t �l 4 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 I ` I • • BY G......OHANIAN, RACK DESIGN & ENGINEERING CO. DATE 1—OS 412 WEST BROADWAY, SUITE #204 SHEET NO...... . ..I...... .... GLENDALE, CA. 91204 JOB NO.............................. SUBJECT........,!..,.........,. TEL:(818)240-3810 FAX:(818)240-3813 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: GALE CONTRACTOR SERVICES 13520 45th AVE. N.E. MARYSVILLE, WA. 98270 PER IBC 2003 SECTION 2208 STORAGE RACKS CAPACITY: 1200 #/LEVEL PALLET RACKS Y 1 1500 #/ARM CANTILEVER RACKS o 33562 SSIONAL L` CALCS. 1 THRU 6 EXPIRE8 12-26-05 DRAWINGS: RD-10 ILUu 4�� OULDOG . RECEII/E `f—�2 s� llY ; _ SEP 0 6 2005' NO CHANGES AUTHORQE is BOL®V I�PE07OR OOA BUILDING DEP 3 !zoos (j 0 933 cYt rjo I cv! BY G. OHANIAN RACK DESIGN & ENGINEERING CO. DATE $ ""'' 731-OS 412 WEOT BROADWAY, QUITE #204 SHEET N0. .t,.I RD 10127 LENDALE, CA. 91204 JOB NO..........-............. SUBJECT T.......................... TEL:(818)240-3810 FAX:(818)240-3813 JQ 48" 84" OR 48" i N rn CANTILEVER RACK 144" i 41 1 41 1 41 1 00 N _ O .0 L0 00 Lo O� l4i� c PALLET RACK 1 3/4` » K IT1I 4" BEAM M= 1448x.8 = 15"K I =2 1200 #/ LEVEL _ 15"K X S R—30 =.5<.9 +25% IMPACT LOAD � x — — — x Sx=.9 3 Ksi. 800 # BEAM � __ SxWxL = 6"< 144 — 81' t=0.07• Fy=50 384xlx xE 180 2 3/4" i 1 i / ■ BY.. .. c, oHANiaN. . RACK DESIGN & ENGINEERING CO. 8 SHEET NO...........3..... .. .. DATE...._...-.31... ..--0.5.--. . . 412 WE�T BROADWAY, �UITE #204 RD-10127 ( LENDALE, CA. 91204 JOB NO............................. SUBJECT., . TEL:(818)240-3810 FAX:(818)240-3813 SEISMIC DESIGN V= sd I x W IBC 2001 SEC. 2208 WORKING STRESS I=1 R=4 SdS=.8 LONGIT. SEISMIC_ W=D.L.+L.L. 13K 1 5 "K LOAD PER COLUMN 00 P= 3x1.2 K=1.8 K TYPE A _08 K 5"K =- 8 "K 2 COL. i. 00 W=.1 +1.8 = 1.9 K `o D.L. L.L. 06 K $"K / 10"K 4x 1 .4 .27 K � 00 Lo TYPES „B„ "C" „D„ "G" .27K 1o"K P= 5x1.2K=3 K 2 COL. W=.1D.L 3 L.L. 3.1 K V= .8x1.9 —_ .44 K M = _-44 — "x40"_9"K 4x 1 1500 # / ARM CANTILEVER RACK M= 1.5 Kx24"= 36 "K ARM S �K R— 30 = 1.2<1.9 1 X=3.8 ,= SX=1.9 1/2"0 PIN Pa= 4 K t=.135" F y=3 6 KSI. Ma = 8 Kx6"= 48>36"K CONN. 1 I BY G._ O.HANIAN. RACK DESIGN & ENGINEERING CO. 8 31 05 412 WET BROADWAY, UITE 204 SHEET NO........ . ........ . .. . DATE. .......-.......-............ O � # ( LENDALE, CA. 91204 JOB NO. ._RD-101 27 SUBJECT......................... TEL:(818)240-3810 FAX:(818)240-3813 COLUMN ANALYSIS 3" KI = 58 2T2xE_— Fy=50 KSI rx 1.2 = 48 Fe= 128 rx A=.78 r7 x — —x Sx=.80 ryl 1 1 =47 Fn=Fy(1— 4Fe )= 45 KSI rx=1.2 t=.os" ry=1.1 Max=Sx•Fb=24 K Pn=Fn xA = 35 K P Pn = 18 K ° 1.92 COMBINED STRESS RATIO P + M = 18 + 24 = •76<1.33 a ax 3.1 K 10 K BASE PLATE i ANCH. TENSION = 10—(361�x3") = 11 K iQ �I 7 3/4"x5"x3/8" O O BASE PLATE ANCHOR SHEAR = .43 = .21 K 2 (2)-1/2"0 HILTI KWIK BOLT 3 ESR-1385 OR EQUAL. (NO INSPECTION REQ'D) DESIGNED FOR 1/2 STRESS RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COL. IS DAMAGED THE REAR COL. HAS EXTRA CAPACITY TO SUPPORT THE FULL LOAD OF THAT BAY, (SEC. 2222-5) MOMENT AT BEAM CONNECTION $ TYP r 1/8 ® ® 2PIN CONNECTOR a 9"K — 9"K 7/16"0 RIVET I A = .1 Fy = 79 KSI a ® ® Va = .1 x79x.4 = 3 K _ Ma = 3Kx4"x1.33=1 6 K 7/16"0 RIVET TH'K=3/16" CONN. ASTM A354-79 10"K BY G. OHANIAN RACK DESIGN & ENGINEERING CO. DATE 8-31-05 412 WENT BROADWAY, QUITE #204 SHEET NORD-10127 (#LENDALE, CA. 91204 JOB NO.............................. SUBJECT ....... ..............�. TEL:(818)240-3810 FAX:(818)240-3813 TRANSVERSE SEISMIC (OVERTURNING) TOP LEVEL LOADING MOT:-- .44 Kx2oox 180"x.5x1.15 =91 "K MOT='1 Kx cox 180" =36 "K MR = 3.1 Kx42"= 130"K MR=.9 Kx42" =38"K NO UPLIFT LOAD TO DIAGONAL 9� P = .44 Kx2 x 56 — 1.2 K �"/ ❑ COL. 42 BOTH SIDES TYP. � 8 1 5" � Fy=50 Ksl I?/�° � A=.31 Fa= 11.2 Ksl N A ❑ 1 I I ❑ rX=.48 Pa — 3.5 K 1=.07" Q=•74 SEC. A—A ❑ L= 56" ' ❑ Typ1/8 1.5 CHECK WELDS SEC. B—B 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 = 5.7 K C:F-I I_r j< S L A B 3100 00 3.1 °t 3.1 x144=450 3100# ° 5" CONCRETE SLAB 0=22" 2000 PSI. CONC. 1000 PSF. SOIL M= ( 12 )2x1000x 2 x12 = 2666 # .° S= 12x5 2 = 50 6 tt" 2666 =22" 50 53 < 1.6 2000 =72 I I I I BY.........G ...OHAN.!AN.. RACK DESIGN & ENGINEERING CO. 8 31 05 412 WENT BROADWAY, UITE 204 SHEET N0. 6 DATE. � # GUNDALE, CA. 91204 JOB NO. .,RD-10127 SUBJECT.....................:..... TEL:(818)240-3810 FAX:(818)240-3813 CANTILEVER RACK 4xlO COLUMN P= 4x1.5 K=6 K COLUMN LOAD Fy=50 KSI rK`I = 3 4 5 = 103 W=.1 +6 =6.1 K A=4.5 Fa= 14 Ksi D.L. L.L. S =10.1 x Pa=Fa xA = 63 K _ .8x6.1 K rx=3.4 V 4x1.4 =.8 Max=Sx.F K b = 241 M e=6.1 K x(24"+5") = 177 "K COMBINED STRESS RATIO M S= .8 Kx 175"x.5x 1.15 = 85"K P + M _ .61 260 262"K Pa Max 63 + 241 — 1.2<1.33 OVERTURNING TOP LEVEL LOADING MOT= 85 "K MOT=.16 Kx 175" =28 "K M R = 6.1 Kx24"= 146"K NO UPLIFT MR =1.6 Kx24"= 38 "K USE (2)-1/2"0 ANCHOR BOLTS PER BASE (ONE AT EACH END, 3 1/2" EMB.) HILTI KWIK BOLT 3 ESR-1385 OR EQUAL X BRACING P=.8x1.4=1.1 K 1/2" ROD Pa=3 K i I v .. � �i 1 • City of Arlington REQUEST FOR REVIEW FORM NAME: & l BP #: 05- La(e 3S DATE: U RETURN THIS FORM BY: C1 PROJECT SUMMARY: Pa <��.d4,zy 144 RESPONDING-D)PARTMElis 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 'S G�� • I • City of Arlington REQUEST FOR REVIEW FORM NAME: BP #: 05- ld0 s.- DATE: RETURN THIS FORM BY: �3 PROJECT SUMMARY: a YZG 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 A NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY -UC Y °f VOMMERCIAL REMODEL PERMIT APPLICATION 55-(jc�b31S�_ LING"- 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 A COMPANIED BY EIGHT( SETS OF CONSTRUCTION PLANS, EIGHTS SETS OF SPECIFICATIONS, EIGHT OSETS OF STRUCTURAL CALCULATIONS AND Y CODE APPLICATIONS (IF APPLICABLE). Type of Permit: Commercial Remodel ( ) Commercial Addition ( ) Tenant Improvement Project Address: t S`` Parcel ID#: 3 f 0SJ 7-Wc� �V�G(✓►Project Description: •T/✓57&- C&r'io 1J I egal Description ISEVE S taE!Z SLI /� Project Valuation a0� Construction Type: � Occupancy Group: 5 / 'J Building Area(Sq Ft): 1a1 Floo © 2"d Floor: 3`d floor: 4`h Floor: Number of Units (Multi-family) Number of Buildings: 1 Owner: t41L-t CAtJ�Aor-D Phone Number: c58 Address: ) 35 Zo X S*-h6U6 N6 City: M�.1-Y51/1 L`�'gtate: w Zip Code: / Z�� Contact Person:— �^ ✓ 6i JJRUerAA=t —Phone Number: ?60"�5 q/-767 Y Cell Phone: ''/ �J -77 - ��J ( Fax: E-mail: Address: f3SZ� /� `� � City:6694'&VIL-fc State: 18& - Zip Code: Contractor: T 0 Phone Number: L25- 65 ' 5/542-5 Address: g�I P&2r MLI rl/ City: r—State: _V_6 Zip Code: 95 b3'7 Contractor's License Number: OIZNL Expiration: Plumbing Contractor* NIA Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. Z,V_L, "L 09Abe- 0ff Applicants Signature Date J��SDN Y IkIV LE21OOb^-- RECEND Print Applicants Name �, \� SEP 0 6 2005' EmuE Forms/COMTI-1 QQA BUILDIV � Dp December 17,2004 Sprinkler 101 a STANDARD RESPONSE DRY PENDENT SPRINKLERS 1. PRODUCT NAME Viking Model M Standard Response Dry Adjustable Pendent Sprinklers Standard • Adjustable Recessed, Adjustable Stan- �.►" dard, or Plain Barrel 2. MANUFACTURER ` ., The Viking Corporation 210 N. Industrial Park Road ��r V�&//� Hastings, Michigan 49058, USA / Telephone: (269)945-9501 (877)384-5464 �` I Fax: (269)945-9599 e-mail:techsvcs@vikingcorp.com = •C LIVE 4-' 3. PRODUCT DESCRIPTION �h rr11 Viking Standard Response Dry Pendent Sprinklers are thermosensitive glass-bulb } spray sprinklers suitable for use in areas Adjustable Plain subject to freezing.The sprinklers are de- Recessed CBUILDING D signed for dry systems and preaction sys- tems where it is necessary to prevent wa- 4 ter or condensation from entering the drop Sprinkler Temperature Nominal Sprinkler Temp. Maximum Ambient ' Bulb nipple before sprinkler operation. They Classification Rating(Fusing Point) Ceiling Temp. Colon may also be installed in spaces subject to Ordinary 155°F 68°C 100°F 38°C Red freezing and supplied from a wet system in Intermediate 175°F 79°C 150°F 65°C Yellow an adjacent heated area. The pendent sprinkler is of the familiar Intermediate 200°F 93°C 150°F 65°C Green Model M design with a 5 mm glass bulb.Vi- High 1 286°F 141 °C 225°F 107°C Blue king Standard Response Dry Pendent 1 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and Sprinklers are available in several finishes other requirements of the Authority Having Jurisdiction.Referto specific installation standards. and temperature ratings,standard or large 2 Temperature rating is stamped on the deflector. J orifice, to meet design requirements. The ceiling escutcheon"style,and the plain bar- large orifice dry pendent sprinkler allows Factory tested pneumatically at 100 psi rel style, installed with no escutcheon. greater flows at lower pressures than stan- (685 kPa). These sprinklers may be ordered in mini- dard orifice dry pendent sprinklers. mum lengths from 1-1/2"(38,1 mm)for the SPRINKLER MATERIALS adjustable standard style,3" The assembly features a sealed brass inlet (76,2 mm)for Frame: Brass Castings UNS-C84400 and a durable, threaded steel barrel with the plain barrel style,and 3-1/4"(82,5 mm) Deflector: Brass UNS-C26000 an The seal atthe threadeosited d end of the asbase sem- for the adjustable recessed style. They gel Belleville Spring Seal 5 mm ling Assemameter bly:Nickel bly is held in place by force transmitted have listings and approvals with a maxi- Alloy, coated on both sides with Teflon from the compression screw, through the mum length of 45-1/2"le*1 7 mm)for the Tape adjustable standard style*,d 4 - 2"( m07 Spring Base: Brass UNS-C31400 or glass bulb and internal parts, onto a spe- for the plain barrel style*,and 47-1/2"(1 207 cial sealing spring. mm)for the adjustable recessed style*. UNS-C31600 During fire conditions, the heat-sensitive *Lengths over the standard lengths are available, Displacement Ring: Brass UNS-051000 liquid in the glass bulb expands, causing with no approvals,on a"made-to-order"basis: Screw: Brass UNS-C36000 the glass to shatter, releasing the internal -Recessed Dry Pendent up to 65-1/2"(1 664mm). Pip Cap: Brass UNS-C31400 or parts to open the waterway. Water flowing -Adjustable Standard Dry Pendent up to 63-1/2" UNS-C31600 for standard orifice sprin- through the sprinkler orifice strikes the (1 613 mm). klers. Brass UNS-C36000 for large ori- sprinkler deflector,forming a uniform spray •Plain Barrel Dry Pendent up to 65"(1 651 mm), fice sprinklers pattern to extinguish or control the fire. contact the manufacturer for more information. Pip Cap Adapter: Brass UNS-C36000 The Viking Dry Pendent Sprinkler may be 4.TECHNICAL DATA Seat: Copper UNS-C21000 installed with the barrel exposed, or with LISTINGS AND APPROVALS Orifice:Copper UNS-C21000 one of two escutcheon styles. Refer to the chart on page 101 d. Washer: Stainless Steel UNS-S30400 • A recessed style escutcheon with up to Glass-bulb fluid temperature rated to Spacer:Stainless Steel UNS-S30400 5/8" (15,8 mm) adjustment (see Figure -65°F(-55°C). Gasket: Buna-N 3)provides an aesthetically pleasing re- Rated to 175 psi(1 207 kPa)water work- Tube: ERW Hydraulic Steel Tube cessed appearance. ing pressure. Inlet: Brass UNS-C31600 • For standard installations, the sprinkler Thread Size: 1"NPT or 25 mm BSP Support (Internal): Stainless Steel UNS- is available with an adjustable surface- Nominal K-Factors: S30400 for standard orifice sprinklers. mounted ceiling escutcheon, finished to For Standard Orifice Sprinklers VK150, Brass UNS-C36000 for large orifice allow upto2"(51 mm)ofadjustment.Re- VK151, VK154, VK155, VK158, and sprinklers. ferto Figure 1. VK159: 5.6 U.S. (8,1 metric**) for all Spring (Internal): Stainless Steel Both styles of escutcheons slip on from be- listed and approved lengths. UNS-S30200 low the ceiling to allow installation of the For Large Orifice Sprinklers VK163, Barrel: Steel Pipe UNS-G10260, Electro- sprinkler prior to ceiling construction. VK164, and VK166: K-Factor varies deposited Epoxy Base finish Viking Standard Response Dry Pendent with length--see Figure 4 on page 101 d. Sleeve(for Adjustable Standard style only): Sprinklers are available in 1/4"(6,35 mm)in- **Metric K-Factor shown is for use when pressure is Brass UNS-C26000 or UNS-C26800 crements for the recessed style, and in %" measured in kPa.When pressure is measured in ESCUTCHEON MATERIALS (12,7 mm) increments for the "adjustable BAR,multiply the metric K-Factor shown by10.0. 1. Adjustable Standard Dry Escutcheons: Min. operating pressure:7 psi(48,3 kPa) Brass UNS-C26000 or UNS-C26800 Note: Units of measure in parentheses may be approximations. Replaces page 101 a-d, dated May 18, 2004 (updated maximum standard dry sprinkler order lengths). Form No. F_071591 .. 1 �} J �•:' -; 1' �' ry � U Sprinkler 101 b December 17,2004 a NIKJNG4 STANDARD RESPONSE DRY PENDENT SPRINKLERS 2. Recessed Dry Escutcheons: Cold pendent sprinkler must be ordered and man- of governmental codes, ordinances, Rolled Steel UNS-G10080 ufactured specifically for one of three styles and standards,whenever applicable. AVAILABLE FINISHES of installation:with the adjustable recessed The use of dry sprinklers may be lim- Recessed Style:Chrome-Enloy®(patents escutcheon (see Figure 3),with the adjust- ited due to occupancy and hazard. pending)or White Polyester able standard escutcheon(see Figure 1),or Refer to the AHJ prior to installation. Standard Adjustable: Chrome-Enloy® with the plain barrel(see Figure 2).Escutch- B. Sprinklers must be handled with care. Plain Barrel Style (sprinkler only): eons slip on from below the ceiling to allow They must be stored in a cool,dry place in Chrome-Enloy®or Brass installation of the sprinkler prior to ceiling in- their original container. Never install SPRINKLER TEMPERATURE RATINGS stallation. For limits of adjustment for the re- sprinklers that have been dropped or Refer to the chart on page 101 a. cessed escutcheon, see Figure 3. Details damaged in any way. Never install any ACCESSORIES and limits of adjustment forthe standard ceil- glass-bulb sprinkler if the bulb is cracked Dry Sprinkler Wrenches: ing escutcheon style,with 2"(51 mm)of ad- or if there is a loss of liquid from the bulb.If A. Standard: Part No. 07297W/B justment,are shown in Figure 1. a glass bulb lacks the appropriate amount B. Recessed: Part No. 07565W/Bt 6. INSTALLATION of fluid,it should be set aside and returned (Requires a separate'/2"ratchet(not available from WARNING: Viking sprinklers are manu- to Viking(or an authorized Viking distribu- Viking). factured and tested to meet the rigid re- tor)for analysis as soon as possible.If the Sprinkler Guard: Chrome, with no listings quirements of approving agencies. The sprinkler is not returned to Viking,it should or approvals, for installation on dry pen- sprinklers are designed to be installed in be destroyed.Never install sprinklers that dent sprinklers manufactured after May accordance with recognized installation have been exposed to temperatures in 1994 only(Part Number 08954). standards.Deviation from the standards or excess of the maximum ambient temper- Replacement Escutcheons: any alteration to the sprinkler after it leaves ature allowed. Such sprinklers should be 1. Adjustable Standard Dry Escutcheon: the factory including, but not limited to, destroyed immediately. Base Part Number 07741 painting, plating, coating, or modification, C.Viking dry pendent sprinklers are not in- 2. Recessed Dry Escutcheon tended for use in corrosive environ- Cup: Base Part Number 05459A may render the sprinkler inoperative and ments. Use only sprinklers listed for will automatically nullify the approval and 5. ORDERING INFORMATION any guarantee made by Viking. corrosive environments when subject For proper shipment, specify model, orifice A.Viking sprinklers are to be installed in to corrosive atmospheres. size,finish,temperature rating, escutcheon accordance with the latest edition of WARNING:Viking dry sprinklers are to be type, and length ("A" dimension). Dry pen- Viking technical data,the latest stan- installed in the 1"outlet or run of malleable dent sprinklers are ordered in specific dards of the National Fire Protection or ductile iron threaded tee fittings that lengths noted as the"A"dimension(see Fig- Association, Factory Mutual, Loss meet the dimensional requirements of ures 1 through 3). The"A"dimension is the Prevention Council, Assemblee ANSI B16.3 (Class 150), or cast iron distance from the face of the fitting (tee)to Pleniere,VdS or other similar organi- threaded tee fittings that meet the dimen- the desired finished ceiling location.The dry zations,and also with the provisions sional requirements of ANSI B16.4(Class For"A"Dimension: 1. Determine distance from the face of the tee to the finished ceiling. 2. Round to nearest'/2'(12,7 mm)between 1-1/2"and 45-1/2"(38,1 mm and 1 156 mm). NOTE:The deflector will be located approximately 3-7/16"(87,3 mm)below the ceiling with 1"(25,4 mm)upward and 1"(25,4 mm)downward adjustment. l NOTE: To locate the deflector at the minimum distance below the ceiling,with 2-7/16" no upward adjustment 1 (62 mm) available,order the dry A min. pendent sprinkler 1" Minimum ceiling opening ( (25,4 mm)shorter than diameter: 1-3/4"(44,45 mm) Deflector at Minimum the"A"dimension. Maximum ceiling opening Distance Below Ceiling 1 diameter:2-1/4"(57 mm). 13/16" NOTE: Finished Ceiling — (20,6 mm) To locate the deflector at the maximum distance below the ceiling,with no 4-7/16" downward adjustment 1-1/2"(38,1 mm) — Sleeve finish (113 mm) available,order the dry diameter matches escutcheon max. pendent sprinkler 1" (25,4 mm)longer than 3-1/16" �_ the"A"dimension. (77,8 mm) Deflector at Maximum Distance Below Ceiling Figure 1:Adjustable Standard Dry Pendent Sprinkler with up to 2"(51 mm)of adjustment. i I December 17, 2004 Sprinkler 101 c STANDARD RESPONSE DRY PENDENT SPRINKLERS For"A"Dimension: For"A" 1, Determine the distance from Dimension: face of tee to finished ceil- A 1. Determine dis- A ing. tance from face I 2. Round to nearest 1/4" (6,35 of tee to base of I Minimum ceilinghole i mm) between 3-1/4" and Outside I nmum oe size- 47-1/2" diameter: sprinkler. 2-1/8"(54 mm)diameter. (82,5 mm and 1 207 1-5/16" 2. Round up to the mm). next higher X Maximum ceiling hole size: NOTE:The sprinkler will be re- next mm) 2-1/2"(63,5 mm)diameter. [same as (12,7 mm) in- cessed approximately 5/16" 1"(25 mm) crement be- I (7,9 mm)above the finished Schedule ! tween 3" (76,2 Adjustment: ceiling with 5/8"(15,8 mm)of 40 pipe]. mm) and 47" 5/16"(7,9 mm) c-_ vertical adjustment avail- (1 194 mm). 5/16"(7,9 mm) able. 1-5/8" c__i____I Finished Ceiling (48,33 M) Minimum: 1"(25,4 mm)—� Maximum:1-5/8"(41,2 mm) Figure 2 (77.8 mm) Plain Barrel Dry Pendent Sprinkler Figure 3:Adjustable Recessed Dry Pendent Sprinkler with up to 5/8"(15,8 mm)of Adjustment 125), even at branch line ends. The caps or shields before applying tection Association standard that de- threaded end of the dry sprinkler is de- pipe-joint compound or tape. scribes care and maintenance of sprinkler signed to allow the seal to penetrate and ex- 3.Escutcheons for adjustable standard systems. In addition,the Authority Having tend into the fitting to a predetermined depth. and adjustable recessed dry pen- Jurisdiction may have additional mainte- This prevents condensation from accumu- dent sprinklers can be installed after nance, testing, and inspection require- lating and freezing over the sprinkler seal. the sprinkler has been installed onto ments that must be followed. 1. DO NOT install the dry pendent sprin- the piping. Escutcheons slip on A.The sprinklers must be inspected on a reg- kler into a threaded elbow, coupling, from below the ceiling. ular basis for signs of corrosion,mechani- or any other fitting that could interfere E. After installation, the entire sprinkler cal damage,obstructions,paint,etc.The with thread penetration. Such instal- system must be tested. The test must frequency of the inspections may vary lation would damage the brass seal. be conducted to comply with the Instal- due to corrosive atmospheres,watersup- 2. DO NOT install the dry pendent sprin- lation Standards. plies,and activity around the device. kler into a coupling or fitting that will Make certain the unit has been properly B. Sprinklers that have been field painted, allow condensation to accumulate tightened. If a thread leak should occur, caulked, or mechanically damaged must above the seal, when located in an normally the unit must be removed, new be replaced immediately. Sprinklers area subject to freezing. pipe-joint compound ortape applied,and showing signs of corrosion shall be tested 3. NEVER try to modify the dry pendent then reinstalled. This is due to the fact and/or replaced immediately as required. sprinkler. The sprinklers are manu- that when the joint seal leaks,the sealing Installation standards require sprinklers to factured for a specific"A" dimension compound is washed out of the joint. be tested and,if necessary,replaced after and cannot be modified. F. Remove plastic protective sprinkler a specified term of service.Refer to the in- D.The sprinkler must be installed after the caps or bulb shields AFTER the ceiling stallation standards(e.g., NFPA 25)and piping is in place to prevent mechanical the AHJ for the specified period of time af- damage. Before installation,be sure to finish work is completed where the terwhich testing and/or replacement is re- have the appropriate model and style, sprinkler is installed and there qui ger is apotential for mechanicall Ion-dam- red. Never attempt to repair or reas- with the correct "A" dimension, orifice semble a dry pendent sprinkler. Sprin- age to the glass bulbs.To remove the size,temperature rating,and response klers that have operated cannot be reas- bulb shields, simply pull the ends of the characteristics. Keep sprinklers with sembled or re-used, but must be re- protective caps or bulb shields con- shields apart where they are snapped placed. When replacing sprinklers, use tained within the caps or shields during geth remove caps, turn the cappss only new sprinklers. installation and testing, and any time slighttlyly and pull them off the sprinklers. C.The sprinkler discharge pattern is criti- the sprinkler is shipped or handled. SPRINKLER CAPS OR BULB cal for proper fire protection. Nothing 1. Apply a small amount of pipe-joint SHIELDS MUST REMOVED FROM should be hung from, attached to, or compound or tape to the male SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! otherwise obstruct the discharge pat- threads only, taking care not to al- tern. All obstructions must be immedi- G Wet pipe systems supplying dry pen- atel removed or, if necessary, low s role-up of compound overthe dent sprinklers must be provided with y addi- brass inlet and seal. tional sprinklers installed. adequate heat. Refer to appropriate in- D.When replacing existing sprinklers,the 2.Install the sprinkler on the piping us- stallation standards. p g g p ing the special dry sprinkler wrench system must be removed from service. only, while taking care not to dam- 7. MAINTENANCE Refer to the appropriate system de- age the sprinkler. DO NOT use a NOTICE: The owner is responsible for scription and/or valve instructions. pipe wrench on the barrel of the dry maintaining the fire-protection system and Prior to removing the system from ser- pendent sprinkler. NOTE: Sprin- devices in proper operating condition. For vice, notify all AHJs. Consideration klers with protective caps or bulb minimum maintenance and inspection re- should be given effected area. employment of a fire shields must be contained within the quirements, refer to the National Fire Pro- p n I I I I Sprinkler 101 d December 17, 2004 �l?> STANDARD RESPONSE DRY PENDENT SPRINKLERS NIKJApproval Chart I Temperature KEY V Finish Standard Response Dry Pendent Sprinklers A1X4- Escutcheon(if applicable) Standard Orifice _ Thread Size Sprinkler Description Nominal K-factor3 Order Length Listings and Approvals2 Inc erl1� NPT BSP Style Base P rt Rum- erg - SIN U.S. metric 1 inches I mm cULuss . FM I NYC4 LPCB 07740 V 15 5.6 - !/? 12.7 Al Al Al 1 25 mm Adjustable 07854 VK154 8.1 '/2" 12.7 Al Al - - 25 mm Standard 09341 VK155 - $ '/1" 12Z - - - Al 06539 VK 5� - 1/ " 63 62 B2 B2 - 25 nim Adjustable 7853 VK1 8.1 1 82 82 - - 25 mm Recessed _09342 - 8,1 1W _6 35 - - - _ B2 1" - 07852 VK150 5.8 - %s" 12.7 3 _ A3 - _ - 25 mm Plain Barrel Q7855 V 150 1 ' " 7 A3 A - - 25 mm_ 9343 _VKJ.51 8,1_ ' " - - - A3 Large Orifice Thread Size Sprinkler Description Nominal K-factor7 Older Length Listings and Approvals NPT BS Style Base Part Number SIN U.S. metric Inches mm cULuss FM NYCs LPCB_ 1" - Adjustable 12010 VK163 Yz" 12.7Al - 25 mm _Standard 12813 VK163 Varies--see Figure 4 Y" 12.7 Al - Al - 1" - Adjustable 12811 VK164 1/4" 6.35 B2 - B2 - 2.5 mm Recessed 12814 VK164 Varies--see Figure 4 1/4" 635 B2 B2 - 1" _ 12741 K166 1/2" 12 7 A3 - A3 - Plain Barrel Varies--see Figure 4 , " - 25 mm 12$12 VK166 /z 12-7 A3 A3 - Approved Temperature Ratings I A" Approved Finishes and"A"Dimensions A-155°F(68°C), 175°F(79°C),200°F(93°C),and 286°F 1-Chrome-EnloyOWth" dimensionsl-1/2"to45-1/2"(38,1 mmtol 156mm) 2-Chrome-Enloy®or White Polyester with"A"dimensions 3-1/4"to 47-1/2" (141 °C) B-155 OF(68°C), 175 OF(790C),and 200 OF(93°C) (hro -E to 1 207%45 3-Chrome-Enloy®or Brasswith"A"dimensions 3"to 47"(76,2 mm to 1 194 mm) Footnotes 1 Base part number is shown.For complete part number,refer to Viking's current price schedule. 2 This table shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. 3 K-factor applies for standard lengths("A"Dimensions indicated above).Metric K-Factor shown is for use when pressure is measured in kPa. When pressure is measured in BAR,multiply the metric K-Factor shown by 10.0. 4 Accepted for use,City of New York Department of Buildings,MEA 89-92-E,Vol.Il. 5 Listed by Underwriters Laboratories Inc.for use in the U.S.and Canada. 6 Accepted for use,City of New York Department of Buildings,MEA Number 89-92-E,Vol.XV. 7 K-factor varies with length of Standard Response Large Orifice Dry Pendent Sprinklers.Refer to graph shown in Figure 4.Metric K-Factors shown in Figure 4 are for use when pressure is measured in kPa.When pressure is measured in BAR,multiply the metric K-Factor shown by 10.0. 1. Remove the system from service, 8,0 11.5 drain all water,and relieve all pres- sure on the piping. 2. Using the special sprinkler wrench, 7.8 remove the old sprinkler and install the new unit.Care must be taken to 7.6 0 ensure that the replacement sprin- kler is the proper model and style, m with the appropriate"A"dimension, Y 7.4 10.67 y orifice size,temperature rating,and response characteristics. HL 3. Place the system back in service = 7.2 and secure all valves.Check for and repair all leaks. E. Sprinkler systems that have been sub- 7.0 jected to a fire must be returned to ser- vice as soon as possible. The entire 9.8 system must be inspected for damage s.e and repaired or replaced as necessary. 4" s" 12" 16" 20" 24" 28" 32" 36" 40" 44" 48" Sprinklers that have been exposed to (102) (204) (305) (406) (508) (610) (711) (813) (914)(1 016X1 118X7 219) Corrosive products of combustion or Lengths over the standard length are available,with no approvals, high ambient temperatures, but have on a"made-to-order'basis.Contact the manufacturer. not operated, should be replaced. Re- Metric K-Factors are for use when pressure is measured in kPa. fer to the AHJ for minimum replace- When pressure is measured in BAR,multiply the metric K-Factor shown by 10 0 ment requirements. Figure 4: K-factor/Length Graph for Large Orifice Dry Pendent Sprinklers Replaces page 101 a-d, dated May 18, 2004 (updated Form No. F_071591 maximum standard dry sprinkler order lengths). i 1 I November 28, 2005 TO: Dave Anderson Building Official City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: Columbia Distributing 16910 59" Ave. NE Arlington, WA City Job No. 05-6763 PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM NEW WINE COOLER We have reviewed the plan and specifications submitted by Fire Systems West from Pacific, WA. The plan is approved subject to field inspection. Note: This is a pipe schedule system and is not calculated. For inspection, contact Jim Tracy at 206-940-9622 it I ' / o 0 0) �o� ) SCOPE OF WORK o ;0 o) 1.EXTEND FIRE SPRINKLER SYSTEM IN NEW WINE COOLER. T r EXCLUSIONS I 1.ELECTRICAL OF ANY TYPE. 2.RELOCATING EXISTING SPRINKLER PIPE FOR NEW WORK OF OTHER TRADES. 3,ITRUCTURAL VERIFICATION IF REQUIRED. 4.ABATEMENTOFANYTYPE, 5.PAINTING OF ANY TYPE, 6.OFF HOURS, 7.TAX, DESIGN CRITERIA min T THROUGHOUT. PERIN PA#13(1999 EDITION) O AND THE CITY OF SMOKEY POINT `N EXISTING 4"MAIN -- --- ------ ---- -_- -- ----. HAZARD. ORDINARY HAZARD,GROUP II _. a . _._._— `lo ' 12-6 N TO 4-6126 O -- _— -------- --- SYMBOL LEGEND O�d 5 6 1 1 1 0-6 GS may. 08 __ OE-EXIBTING SPRINKLER HEAD. O SPRINKLER RISER ROOM -SPRINKLER HEAD TO BE RELOCATED _ '. *A-SPRINKLER HEAD TO BE ADDED. i OP-SPRINKLER HEAD TO BE PLUGGED, u u u u SPRINKLER PIPE TO BE DEMOLISHED. j --—-----EXISTING SPRINKLER PIPE. NEW SPRINKLER PIPE. III `d o o b NEW WINE COOLER 4 6-3- 12$ _.. 17 6" 12'6" 6'3" 50-0 4 i I 1 I U.L. BRACE TYPES -B SCH 40 PIPE SCH 40 PIPE _TOLCO#980 \ TOLCO#980 SWIVEL BRACE ATTACHMENT SWIVEL BRACE ATTACHMENT EXISTING WAREHOUSE NO NEW SPRINKLER WORK / SCH 40 PIPE '° }} TOLCO#1000 TOLCO#1000 } P FAST CLAMP I 0 FAST CLAMP �, •^ PIPE CLAMP f LATERAL LONGITUDINAL TOLCO#980 SWIVEL BRACE -- ATTA HMENT ,I C i SCH 40 PIPE _J TOLc0", SWIVEL BRACE ATTACHMENT TOLCO 41000 FASTCLAMP -p \ / SCH 40 PIPE ' Nor H4 PIPE 17 n10105' SC 0 TOLCO 41000 W FAST CLAMP A WILD. . P T ''^^ OLCO#4A , Iv' PIPE CLAMP �Ma `�' 4-WAY �R 4-WAY RISER COLUMBIA DISTRIBUTING °°E" '6910 59TH AVENUE NE,SUITE 110 NEW COOLER FIRE SPRINKLER PLAN SMOKEY POINT, WA 98223 `tla cREuvs y q Wf N sCALE ire'=1'-0' eLA s t „a rE"oERuuns"eR — uu�Tw_ o� COLUMBIA DISTRIBUTING 2501 EAST VALLEY ROAD RENTON, WA 98005 °e (425 299)-7741 HANGERS YPE U DAVE(CH4MBERS5954 HANGER LEGEND SPRINKLER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES SYM TYPE MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY QTY MK DATE BY 1.ALL 1.ALL Fire Systems West SPRINKLERS 2.PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER&DIMENSIONS SHOWN SPKR RIFICE SIZES TEE 2.ALL NEW MAIN PIPE TO BE IMPORT SCHEDULE 10 WITH CENTRAL GROOVED FITTINGS. S t AND TYPE S.PIPEHANGER A DACCORDANCEOF HANGING NFPA BE IN ACCORDANCE WITH NFPA#13. SPACING IS 130 SD.FT. 219 Frontage Road North,Suite B DRY PEND VIKING M(SR) 5.6 K 1/2' 286"F CHROME FLSH CHR i6 Q 3.EARTHQTHUSLY UTAK WHICH ARE END BRAC NG SHALL BEE PROVIDED IN ACCORDANCE WITH NFPA#13. METHOD ING IN THIRDS SIZE 6.JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL BE IN 3.MAXIMUM SPRINKLER HEAD SPA Pacific,WA.98047 ACCORDANCE WITH NFPA413. (253)833-1248 Fax:(253)735-0113 Q 7.OWNER TO PROVIDE ADDAQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM S.S'Rb�'vrkk,WLrr;'OV Y OF THE BUILDING TC S15PPGR W SPROSrC��R 7�FM:(� ,4 D,.P',l SIA 140P1 U POWERSTRUT APPROVALS REQUIRED' DISTRIBUTION: IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTITIVE CITY OF SMOKEV POINT CITY OF SMOKEY POINT 1 �O_D 3•'.JIMTURK NS a,Fo 5v_ TEMP RATING OWNER/ARCHITECT OWNER/ARCHITECT 1 - �=-.r fin— .I011 NJ. •-1I�ET 1" %"DRY PEND It 1" 286 TOTAL 16 FIRE SYSTEMS WEST 2 JIMTURK NWEMBER 15,m 1-02-12U1W toFt 4#LINGT0N 4T DEITELt PN�NT L �C ZONE LI zo CITY flE _ _ _ �r LI zoNE\ S -7 T 31 R --,- N--02 12 8 E 1313.47 t -- l• -- - d -- pROJEGT GR ER T I A "_._q... : _.. ' -- �• .__ f_'�:: /i JURISDICTION - `. - -- CITY OF ARLIN6TON - - - \ —L- - - •`\ `�� PROJECT ADDRESS SgT4i DRIVE NE � I- z z -��- -- --- ---I \ _ _._ w o --- _ {{-- , 1 ���\ TAX ACCOUNT N0. 31052T00200100 � TON I N.VEE"v U E \l C. I -i I 1 I 5TREET IMPROVEMENTS ` / G i I t i = PER CIVIL w' BUILDING CRITERIA m m Q CODE � I _ � 2003 r _ _. _ _ I IBC - - MONUMEN - :%'� _i�,� -- -��:---------AREA-5�12y FOR G�•�� L /""� f :� ZONING: LI (LIGHT, INDUSTRIAL)INDUSTRIAL) 5 � � z i_ SIGN PA 1 CONSTRUCTION TYPE: w � II5 (SPRINKLERED AND MONITERED) a _._ _-- .✓ ,Y 4 - 1NORK IN�� Y15 AREA L i OCCUPANCY: / l m 5-1,B (MIXED OCCUPANCY)- i\ '••' tt1 to 13 k—�, �� 3° / i I'I NON-5EPARATED USE 502.5.1 - 2 \ k X f _ — / t ALSANABLE AREA CALCULATION (NLdRFHOUSE B oB 1... m.. tt.. 1. 1 2 = 00f 1360/136 - a -3 ` w F' `r _— r \� 2 / IALLOAABLE AREA T q 166l30)4.)q 1, 2 1 - � _g \ '- •i• (TABLE 503 5-1 OGG.) = 17 500 37 i a \ Aa=17,500+(17,500X'72.q 16b/I oo)+(17,50OX500/100). 1 ri \ II - Aa=17,500+12, 160+52,500=82,160 5 L l v 1 \ 1 0 'nl .N Z T `i I'J F b \ ;\io_ 12 I 2 I MAXIMUM ALLOYI 8ABLE AREA = I'a <r F— 4 O I N \"\V j� i \ l / I .. � 7 S ✓�a ml rj �, 7 13 0(! i 13 I�I L PROPOSED BUILDING AREA = 60,880 5F — ID 0 y z -xN- ._ N, (V q0t -e --�4 \ '4• �` a I � iy --- PAR L CID (n �- ' KING GA - r I LGULA PROVI T I 0> DE I N6 S i PA il" li I Q i I 5I6NAGE PER 12 PETAIL ? ' I1 I} REQUIRED PARKING: .•.! 12 DAG. SP5 AT - � e L �� I� ' AAREHOUSE - 4.120 w 50'-0" 0 C-VAT ! STALL S'2RF'LCJYEE w cr ENTIRE PEIfI'M^TER O�� I TOTAL REOU I RED (4.120): 80 STALLS � OF NGPA .,,_ : Y. a i tf � I C, v W 3 ~ ✓ \ \ PROVIDED PARKING = TRUCK PARKING ` X GRAVEL N i ��_ \ - \ TRUCK PARKING _ 2 ? ', AAREHOUSE - 4.120: 86 STALLS GRAVEL \ (wT] PI I I C 7 z ui `L N <t _ } i 12 \ \, - I li i 1 ---, - - IE6 TAP 3�R65G� PTT 0 a 5 LN 5D SUB 804..(FT E OF SA GOR THOF 'N PLA W LNASD N p N ( iI 6L ZONE 5UB 645FT TO TPB TH 5 PLA N LN 5D SUB 645PT TO 5 LN SO V N•N C 2 : b, tCCj CV 1 !i G 5`5W TH N AL& 5D E LN ToO5 R/A-M6N OF 1172ND1/NE A51/4G SONVDYD r 1 0 �° TO SNO CO MAY 15, 10174 PER AF NO 23401g7 TH W AL6 5D 5 \A; 4_1N CD12 \ h 1 12 R/A M6N 25gFT M/L TAP 530FT E OF E LN OF W 545FT OF 5D aC v ' p• / I 1 Ili I SUB TH S PLN A LN SD 5U5 666FT M/L TAP E OF TPB TH W TO TPB AKA LO OF REV 5P 82(74J .. . No 8304280 9 , q T 2 jar q� 231 T SITE PLAN N07=5 GR455 HATCH I N6 DENOTES EXTENT OF ASPHALT PAVING. SEE DETAIL 1 DAG. S CIVIL DRAWING A I 5. W 2 DAG. 5F3. �E � 2. CONCRETE CURB PER DETA.L � } U �^ 00 \ \ \ 3 HANDICAP PARKING STALL W.TH SIGN. S DETAIL 3 DWG. N r 1�jp 4. PAINTED HANDICAP PARKING STRIPING. 1'-0' SNIDE BARS �'' OG'L Q \\\�o \ 8 2 ry �_ \ ryz' i WIDTH AS INDICATED ON PLAN. COLOR: TRAFFIC AHITE. 3 �� \\� \ \ JI l -` 5• CONCRETE SIDEWALK. SEE DETAIL 4 DW6. 5P3 AND 5EGTION t 00 N\'x\ \ �— 6 5 6 ` \ _ \ —\\ \ \ L g I NOTES. '- -�\ \ \ \—\'\�� \ \ 6- HAICAP OIVSTRIPING�T CU .YPT SEE DETAIL 5 DAG. SP3. CENTER RAMP �401 "1• HANDICAP RAMP. SEE DETAIL b SEE DETAIL 7DDAG SP3. CONCRETE APRON q. PAINTED PARKING STRIPING. 4' AIDE INES. LENGTH AS `i\ \ - INDICATED ON PLAN. COLOR: TRAFFIC AHITE•.. 2 1 1 \ I 'ry 5��/� \' i 10. COMPACTOR. VERIFY SIZE, LOCATION, POYJ192 AND DRAINAGE U I L.1/ I I�tC� A I I l REQUIREMENTS AITH OANERS I �BLD6. 1 1. DUMP5TER ENCLOSURE. SEE DE7.S S�,t t5P3 12. LI6HT POLE AND SASE. SEE VET. q DAG. SP3. w 1 Or" l 13. 8' HIGH CHAIN LINK FENCE. SEE DET. 10 DWG. 5P3, p 8 000 S.F. � [��� � %" O �+�,'�i I --�'� ' 14. 6' .HIGH WOOD FENCE. SEE DET, 11 1 DAG. 5P3. 7 _ Ili 15. DECORATIVE FENCE. VERIFY CON5TRUGT-ON WITH OHNERS REPRESENATIVE. z BE6I N( BU I LDI NG � �ti -- - � I w AND xITE LAYQUT \�\\ \\ l I C \ C PA \ \ o \ I : (� RS 16RL HI TH \ \ \ 1 2 \ \` \ r \ r THIS PRGPEI�TY. \.\ •m .�\\ \ \ \ \\. \\ \ \\ � \ \ Z . N 02°07'21" E 644.96' __.__-- , - 35 -� - ' r---------' 1 nl l r' ling \ LI ZONE I EX' Of DRAYS I N659 W , z Q SPiTSI SITE PLAN - LOT 1 Al FLOOR PLAN + I AI r Q �^ A 51 STRUCT. NOTES AND DETAILS 1 5) -C - PAV I NCB L76END 5P2 SITE AND LANDSCAPE PLAN - LOT 2 A2 FLOOR PLAN, ROOF PLAN 52 FOUNDATION PLAN I 172nd St. Ni= ie SP3 SITE PETAIL5 A3 ENLARGED PLANS 5 20 100 �j I�� PLAN - L Q L 53 FOUNDATION AND Mom„ FRM6. PLAN i REGULAR PAVING A4 WALL SEGTIELEVAT10N5 , PLAN LANDSCAPE PLAN AS 55 R00FDAFRAMIN6 PLAN i ` 010 5p 30'-0" Xx Ab WALL SECTIONS 56 ROOF FRAMING PLAN SITE 1 COVER SHEET A7 HALL SECTIONS 57 ROOF:FRAMING PLAN ' K_Y PLAN NORTH 2 GRADING AND DRAINAGE PLAN A8 STAIR-SECTIONS S8 PANEL ELEVATIONS j \ HEAVY RAVING 1= DOOR AND FINISH SCHEDULES Sq PANEL ELEVATIONS I SI�ET' 3 GRADINI6 SECTIONS AND DETS. Ag ' \/ �� 1 4 HATER AND SEWER PLAN A10 TOILET ROOM ELEVATIONS 510 PANEL REINF. AND TYP. DETAILS Y I G I;�II TY N� S� -----� 5 SERER PROFILES S71 CANOPY AND FRAMING P�EIATLS i 6 WATER pETAILS NORTH 512 FRAMING DETAILS 513 TRA54 ENCLOSURE AND RETAINING WALLS NORTH 1 03c-2282 uzz—o£0 [J Alvord _._. A--PAS -. Aluot3- .-. --!A-PIS . v IlueJ nall,ueJ DadAl, d dx d d�CL d,C .'i Fa r'.,-'� ( '°y �.' r r�., ooa ag.,a� ooa axe s� e�,00a aFc,e� ,taEd—Cl 2--D �aex,00a aaE aex ooa�a,eo sa,00a aaa ea ` e. l' S �,". G' INN, I !' ' :Z.=S -- `J 51 3 J H SI fl tl .SI tl tl ,SI CVf [A r a3 ,a�a �ad- !.i ,a! L3 D - —� ._ _ Had,fy 19-D ...-.. an -_- Imo_ CD l f ad�CL ,00a a2e.o;sJ 8ulnlayS .M rIa¢g Bmnlay9 anM J J e v v } �� �{ Gl slaetl uollawst,r sr ea uogetnsuI e. a v r CD CD D J J H a- �' tl W tl „9-.ft ! H f .9-AE r a J CD H s, i C. 4 /4 8 /8 y V tl y \ \ ea.TV IIOIIejnslTI ll� a v adxy C H fl s c ae aae dan 3 a v Li Cl o-A ,lava *—o r7 Q1 zTa a i e, — 1 �Odl j 8 I K Q S HINON I , 8l LI 9l Sl f�l �l Zl ll Ol 0 Q 0 ® O o o-, .� .L .o-�al s-, .o-, .e-, .o-, e1, .o-, . -e }E-,.L .o-,Bt ru lg � - GY VOEY N Q1 III S o _ �l oay IU I !. ydpNYo i - •n O __ _ t--�r1'--II -�- — i— _— r-+ JL___ - rrn .-p oEll ; zz1 I �Izt by or,I... iv '� e11 ezt� �Lzl� yLI � I 6z —Irzl I Lu ell `sll vn Elt ' zll of boI eot sol wl Eol wl of _ _ `d w -c RU yy m 7 � l�WAV%iII , 4L N o m 1L1 b9 fri , _. --II .i dim u- I I I I I I I IT991 vm I'�3d5 X n .1 '15N00 99t tl;® E5 i,. i a G� I — - - zamat — (---- ------ ---- ---- ----- I ----- ----- ----- I --- g --t----- + ----- -J ------+- —I------ -I------ —� ----- rd Ln Z I ! 1NVN3i b9 t L9 t I j lao=iNI 451 •WI5 6'd U t WON 'S W119 d0 40IE I I e 991 - SIHl NO GKWS JZ'SIO1 ' qq 551 C � �V I, � 'I l�rpusNm loaa !EA-n -n (rn I — 0p 0p 1 bLl it EBt ' 09 1�ti O7 rn ''etl 'StkO --- I I I �I 9M6 L I )III I i � � I I —t—i uy ����y77y I I OhN Itl E I I � I � � t ONY IY15 I I .0-.W.0-.b .9-.L 1.6•�65 I .B-�9bt .O-.bL .6-�bB .O-,b .b-IE ZI�I p .0-�SL .0-�06 .0-109 .O-.OE .0-.5L I .0-�5Z .O-�SZ .O-�SL .O-�5Z .,O-.SL ' .O-.5Z ail .O-.2 .0-.� .O-.SZ .O-.SL 1 Q l L l 9 l .o-yob 149'-6" 7 4 f— uture levels >< A B B D D G 44' N 7 W N r � B G G A CBDoU O Gara e cS Wire Garage Garage g Door Door Shelving Door Cantilever Cantilever Cantilever Cantilever Front B A A A A B D D G G Front View In View Q) O 15' O O A CIL, AD CA DO0) U G L o O Q } S l=JQj l� � t A A A A' B B C F G CD io { A 15' A A 15 A B t5' B C - w E 14'-7" a� Garage Door Rack Secured Bay Type G Secured Bay � Secured Bay Seared Bay Seared Bay � yp � - j F L O O R P L A N 12' 19 0 1 z' 1 z' � ,z' - � I 1 — N N �2Ui N � N M _ Fireplace Rack Gutter Rack Vacuum Rack Wire Shelving Rack Garage Door Rack Garage Door Rack Garage Door Rack Garage Door Rack Type A Type B Type D Type C Type E Type E Type F Type F Side View Front View Side View A � 2 PROJECT: GALE CONTRACTOR SERVICES ��t°EctstESEv\ 13520 45th AVE. N.E. MARYSVILLE WA. 98270 S•p� C SCALE:1/8"=1'-0" DRAWN BY: DNA �v DATE: 8-37-05 EXPIRES 12-26-05 JOB N0. SHEET N0. STORAGE RACK LAYOUT RD-10127 1 OF 2 1 3/4" -� 3' ❑ BOTH SIDES TYP>. 11/2 H�\ 3�81M P3 — ❑ 2 3/4— COLUMN PS \J ----- - SAF �/J�� BEAM 1/8 TYR ` - G -� ❑ (1 Ell'( `� -- SEC. A—A •,F� APA� TP 1 1/8 LS" r ❑ — o ® 1� a - TH'K=3/8" SAFETY LOCK (1000 CAPACITY) —_— —7 3/4_ FY=36 K51. / (ASTM.A-36) /oo SEC. B—B 22 a - 1 "0 ANCHOR BOLTS PER BASE PLATE N � ASTM A354-79 TH'K=3/16' 3 1/2" EMB., (SEE NOTE N0. 4) BRACE DETAIL 1 BEAM CONNECTION 2 SASE 4,IFJ IL 3 ROW SPACER 4 y A - I I COLUMN o ARM \ HORIZONTAL TAB 6 \TYP 3� _ P t=.18" r 3/,e /2 '� 5/18 4 TYP o 3/16' END PLATE —�-J v [t�'105 WELDED TO BASE A /18 a BASE a ..-_._.. a BRACKET ARM SECTION COLUMN SECTION 1/20 PIN .• '" . •.' __ ... .. - ARM __ - I 1 2 1 "1► `� PLATE BOTH ENDS L 1/z„0 BOLTS (2)-1/2-0 ANCHOR BOLTS PER BASE ✓ (ASTM A-325) 1/20 ROD 1 AT EACH END, 3 1/2" EMB., (SEE NOTE NO, 4) COLUMN C51 BASE DETAIL Q61 ARM DETAIL 7 'Y' BRACING DETAIL 8 NOTES: - 1-DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE IBC 2003 SECTION 2208 2-STEEL FOR ALL SHAPES FY=36 KSI, ASTM A570-85 GR.36 (EXCEPT AS NOTED) 3-ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #777 (E70XX ELECTRODES) 4-ALL ANCHORS HILTI KWIK BOLT 3 WEDGE TYPE ESR-1385 OR APPROVED EQUAL 144" 42" 42" 4P' (NO SPECIAL INSPECTION REQUIRED) 5-CONCRETE SLAB 5' THICK 2000 PSI. SOIL BEARING CAPACITY 1000 PSF — 6-CANTILEVER RACK CAPACITY 1500 #/ARM PALLET RACK 1200 #/LEVEL 2 7-ALL RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS +� A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF NOTE NO. 6 e 8-STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10'-C" OF HEIGHT a a 9-THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. N //--0 X ) N 3 REV. DATE REVISION -_ - z�K ,7 412 WEST BROADWAY SUITE#204,QLENDALF CA 81204 h ,E..___.131- DRAWN BY:A..KN. N DATE: 8 31--05 r PROJECT: GALE CONTRACTOR SERVICES n`o-,`RAO�t�saFo`\1.� 13520 45th AVE. N.E., MARYSVILLE, WA. 98270 CANTILEVER RACK PALLET RACK STORAGE RACK DETAILS J D N°. SHEET N°. RD-10127 2 OF 2