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HomeMy WebLinkAbout17804 48TH DR NE UNIT C_BLD20080139_2026 BUILDING INSPECTION REPORT GizY o& Permit No. Address: Contractor: � C ��lIN ��jf— GtO Owner: Date: -----'7 - - APPROVAL ® PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Ga'"4 Date: Z 1/ ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in XFinal ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT GlzY Off, Permit No. Address: /� 7 FA/ '4 jC Contractor: &1,,6 171,* Owner: Date: ® APPROVAL `PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: 44119 Date: V_2 f /i ® 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: BUILDING INSPECTION REPORT Glz Y o� Permit No.- /7 90 451 Address: Contractor: A Owner: c Date: APPROVAL PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE4NSPECTION by 5:00 pm the day before 51 ltc=/LIC�2' �l�c'/J/�iL1° /✓2c��s? /3lf'� Ad,) 612116121 1e_s Tz t 1 z) sril elr Lvfi Inspector: au A,e Date: / Lo // ® 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: BUILDING INSPECTION REPORT G11Y f Permit No. 0 e:V,: 1 Address: 7 7rr�i 1, Contractor: NG Owner: / la4—i7"2c I- Date: i �U // ® APPROVAL PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before // �-/�/�l/•vim-1� GPl��`Z' ����" ��.� Inspector: v Date: 112el1l ® 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: akIr ,- BUILDING INSPECTION REPORT `STY �� Permit No. e)? a/ 3 Address: / 7 Fee/ XC 7�lo Contractor: J'NG� Owner: Ail, Date: - ® APPROVAL PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before aX"j/— ID Inspector: Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in XlFinal ® Masonry ® Drainage ® Insulation 0 Other: INSPECTION REPORT • Permit No.: g8 61 :g Lot#: Address: i 7ar0 Contractor:M I WIN Z ♦ Owner:IN Date: 3=- -- aet ❑ 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. . _C144 - 5 S us 44'j -7-s JA Inspector: -r o- Date: 3- 09 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing A Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: l b 'ZZ.2 INSPECTION REPORT • Permit No.: Lot#: 14o 2- Address: i 1$oLr 4�3 oyf_ Contractor: A-66r�,;�+,�c,� • • Owner: Date: 1'l- o 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: Date: _/ —O R' 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: Al 41!=, „,isp INSPECTION REPORT `7 Permit No.: r�F -G�/ � of #: Address: Contractor: • , Owner: 14r Date: APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. i Inspector: ' Date: ` TYPE OF INSPECTION REQUESTED ❑ Under-floor 6�Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove Rough-in ❑ Final ❑ Masonry Drainage ❑ Insulation ❑ Other: NSPECTION REPORT • Permit No.: 0 9-0 3 5 Lot#: Address: 17 9OV — Lf 9744 Yr- Contractor: u H sc • Owner: Date: A APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. t�0 , v Inspector: Date: r� 'O TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: '_e� NSPECTION REPORT jU dv� �l ` • Permit No.: �F— / 3C/Lot #: ��a2 Address: / 7P ®'1 -Z/W4 Contractor: • Owner: Date: 7 - 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. i^ I&C4vc� Inspector: Date: '4`'" cr TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ;4 Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ? )S Drainage ❑ Insulation ❑ Other: bxdot 51a -2 f"4, BUILDING INSPECTION REPORT Gti Y p0" Permit No. Q?_ C'13 S aS—��S Address: ��7P2 ,.�LING�o� Contractor: Owner: �,/,7-/71i8 cf-, Date: PIAPPROVAL Ep PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before TX Inspector: 44a Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ,fFinal ® Masonry ® Drainage ® Insulation Other: " CITY OF ARLINGTON 238 N.OLYMPIC AVE--ARLINGTON,WA.98223 PHONE:(360)403-3421 Permit#: BLD20080139 BUILDING PERMIT Project Address: 17804 48TH DR NE, ARLINGTON Parcel No: PROPERTY OWNER APPLICANT CONTRACTOR ABBATARE ABBATARE ABBATARE 17617 49TH PL NE 17617 49TH PL NE 17617 49TH PL NE ARLINGTON,WA 98223 ARLINGTON,WA 98223 ARLINGTON,WA 98223 Phone:206,915 2299 Phone:206.915-2299 LICENSE#: EXP: Email Email: PLUMBING CONTRACTOR / Lic#: Exo Lic#: Ex JOB DESCRIPTION AIRCRAFT HANGER.HANGER H VALUATION: $893,155 PERMIT TYPE:Commercial PERMIT GROUP:Manufacturing/Industrial New NUMBER OF STORIES: 1 TYPE OF CONSTRUCTION:IIB NUMBER OF DWELLING UNITS:0 OCCUPANT GROUP:S-1 CODE:2006 OCCUPANT LOAD:25 EXISTING AREA PROPOSED AREA BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 BASEMENT:0 1 ST FLOOR: 12055 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 ' 1 1 . . p . RE UIRED: PROPOSED: RE UIRED: PROPOSED: RE UIRED: PROPOSED: HEIGHT ALLOWED:0 PROPOSED:O RE UIRED: PROPOSED: SETBACK NOTES: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE E PLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT ERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. Signature nt Name Dal, Released By / Date TTENTION IT IS UNLAWFUL TO USF 'O('`UPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC109/1BC110/IRC110. ARCHIVE APPLICANT 0 ASSESSOR OTHER .v • .- a � �: I f ,1 BLD20080139 CONDITIONS • Lot line stakes must be in place at the time of foundation/setback inspection. • Installation,use and maintenance of equipment and components shall be per manufacturer's specifications,installation instructions,and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector. • Hose Bibbs(exterior faucets)are required to have a permanently affixed anti-siphon device installed. • In addition to the required pressure/relief valve,an approved listed expansion tank shall be installed on all hot water tanks. Per UPC 608. • Type B or L vent connectors required on fuel-burning appliances passing through unheated spaces.Per IMC 803.2 • Obtain Electrical Permit from State Department of Labor&Industries. • Pursuant to UPC 605.2 a water service shutoff shall be installed on the water line as it enters the building. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure.Check the job card for all required City inspections including final project approval and final occupancy inspections. • Provide combustion air per IMC for commercial and multi-family residential installations,and IRC for one and two-family dwellings. • A pressure regulator valve(PRV)shall be installed near the water shutoff. • Provide 2A:IOB:C portable fire extinguishers at locations as noted on approved plans. • Final Locations of illuminated exit signs&emergency lighting subject to field inspection by the Building Official. • Request final Fire Department Inspection(360)403-3607. • New and existing buildings shall have approved address numbers,building numbers or approved building identification placed in a position that is plainly visible from the street or road fronting the property. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be legible from the public way,at least 4 inches high with a''/2 inch min.stroke width on a contrasting background. • Call for locates of underground utilities 2 business days prior to any excavation. 1-800-424-5555 • Call for required inspections as noted and prior to backfill. PERMIT FEES Description Fee Amount Paid Balance Due; C-Building Permit Fee $0.00 $0.00 $0.00 C-Building Permit Fee $6,070.90 $0.00 $6,070.90 C-Plumbing Permit Fee $155.00 $0.00 $155.00 C-Mechanical Permit Fee $90.00 $0.00 $90.00 C-Building Plan Review Fee $0.00 ($2,000.00) ($2,000.00) C-Building Plan Review Fee $0.00 $0.00 $0.00 C-Building Plan Review Fee $3,946.09 $0.00 $3,946.09 C-State Building Code Surcharge $4.50 $0.00 $4.50 Total Due: $10,266.49 ($2,000.00) $8,266.49 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL ' INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed and whether you prefer morning or afternoon. • C-Footings • C-Foundation Wall • C-Foundation Drainage • C-Plumb Ground Work 1 • C-Plumb Rough In • C-Gas Test/Pipe • C-Equipment-Mechanical • C-Shear Nailing-Exterior • C-Ceiling Grid • C-Framing • C-Wall Insulation/Caulk • C-Sheetrock Nail • C-Building Final • F-Fire Final • C-Underfloor • C-Gas Piping Groundwork June 11, 2008 TO: Scott Black Department of Community Development City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: ABBATARE HANGER# 8 17713 48t"Drive Arlington, WA BLDG20080148 PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM We have reviewed the plans and calculations submitted by Commercial Fire Protection, Inc. of Mt. Vernon, WA. The plan is approved subject to field inspection and the following: I. Replace the exterior bell with a horn/strobe. 2. Provide a 200 psi hydrostatic test to all system piping. 3. The system shall be monitored by a UL listed Central Station. 4. The automatic sprinkler system underground supply line shall be hydrostatically tested and flushed prior to connection to the building automatic sprinkler system. For inspections and tests, contact Jim Tracy at 206-940-9622 BLD20080148 - arusko Page 1 of 1 -_ BLD - Building Permit Ver: 2008B Priority: FNo76i--j #BLD20080148 owner: JABBATARE HANGER#8-ARLINGTON AIR status: JAPPLIED Ili l address: 17713 48TH DR,ARLINGTON post date: 6/3/2008 data screens: Select Screen... _ functions: Select Permit Function... Eire Sprinkler REVIEWS Add Review Remove Review Print Close Review Description Assigned To Due Date (#} Req? I Done? I ASSIGN 1026 I P-Utilities Fees RSHEPARD 6/17/2008 0 Y ! N 1 ASSIGN 1032 P-Utilities I LTAYLOR 6/17/2008 0 Y N ASSIGN 2000 C-Building I CYOUNG 6/17/2008 0 Y N ASSIGN 2008 C-Community Development I ARUSKO 6/17/2008 0 Y N ASSIGN 3004 X-Fire TCOOPER 6/17/2008 0 Y N ASSIGN 4000 O-Fire Consultant I JTRACY 6/17/2008 0 Y N ASSIGN GD http://coaweb2.arlington.local/permittrax/PermitTraxMain/wfPermitConsoleReviews.aspx?... 6/3/2008 .c ►� . I 'Y ° NEW COMMERCIAL/MULTIFAMILY • PERMIT APPLICATION NG1v Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 THIS APPLICATION TO BE USED FOR 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/F APPLICABLE,THREE(3) SETS OF ENERGY CODE CALCULATIONS, THREE(3)SETS OF GEOTECH REPORT.TWO(2) SETS OF THE APPROVED LAND USE PERMIT. Name of Project: Valuation. ProjectAddress: L+� Parcel ID#: Legal Description Owner: "3� � Phone Number: Address: (1 —�t-,� " City: State: Zip Code: Architect. Phone Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code: Engineer• Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code: General Contractor: Phone Number: Cell Phone: Fax: E-mail: Address: ity State: Zip Code: Contractor's Lice n a umber: Expiration: nn Contact Person: Phone Number: Cell Phone: Fax: E-mail- Address: _�s ty State: Zip Code: Proposed Scope of Work� _,��?�r i2�/�-� r` " 1n}.��' � � Estimated Project Value 5�Q e�'� Building Footprint: Oc panty Classification: Type of Construction: Number of Stories Tot Square Footage: Square/Footage per Floor: Park g Spaces Provided: Barrier Free Spaces: I h r y certify that the above informatio is c rect and that the constructi on, and the occupancy and the use of the above- de cri ed property will be in act ante wit the ws, rules and regulation of th State of ashington. Applican s nature Date PECEIVEP Print Applicants Name MAY 2 9 2008 FOR STAFF USE ONLY $,9,00D.* �000�543- OOA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—07 Page 1 of 1 3/07 dwa :! t' '1 �. � � � ,h � � `► i /' . � � �... . - f r �_. � _ !, ' ;1• - l y y, .M _. t �- } � r ��' j ,,, � � c-�- ! .s. :; r Feb 09 11 04:06p ABBATARE, p.2 Fm:MyFax-Thomas Wahlman To:Arling Ir Park 3##2951747(13604741898] 17:51 11111GMT-08 Pg 01-01 BackflowTesting a Service,Inc. BACKFLOW PREVENTION ASSEMBLY TEST REPORT 1425)334.3350 - WATER PURVEYOR Arlington Utilities Division ACCOUNT O ASSEMBLY IDIFILE 4/UTILITY DEVICE# Meter# NAVIE OF PREMISE Arlington Air Park 3 Commercial A Residential ❑ SERVICE ADDRESS l 7804 48th Dr.NE Arlington 7JP CONTACT PERSON Hans Von Der Hoffen PHONE (360)474-1993 LOCATION OF ASSEMBLY North hangar in S.wall behind access panel by sink DOWNSTREAM PROCESS Premise Isolation _DCVA ❑ RPBA d PVBA ❑ OTHER NEW INSTALL Q EXISTING ❑ REPLACEMENT ❑ REMOVED ❑ OLD SER.# APPROVED ASSEMBLY? YES is NO❑ PROPER INSTALLATION?YES ❑J NO ❑ MAKE OF ASSEMBLY WiMnS MODEL 975XL SERIAL NO., 2951747 SIZE 1 0 INITIAL DCVAIRPBA JXVAIRPBA RPBA PVBA/SVGA CHECK VALVE NO.] CHECK VALVE NO.2 AIR INLET TEST OPEN 3 ED AT .4 PSID CLOSED TIGHT d CLOSED TIGHT Q OPENED AT PSID PASSED © LEAKED ❑ LEAKED ' ❑ #I CHEcx 8.0 PSID FAILED ❑ TIGHT PSID TIGHT PSID AIR GAP OK? Yes DID NOT OPEN Cl CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE NEW ❑ ❑ ❑ ❑ ❑ ❑ HELD AT PSDI PARTS ❑ ❑ ❑ El El ❑ LEAKED ❑ ❑ ❑ El [I ❑ ❑ AND ❑ ❑ ❑ ❑ ❑ ❑ CLEANED ❑ REPAIRS REPAIRED ❑ TEST AFTER CLOSED TIGHT ❑ CLOSED TIGHT ❑ RV"EXERCISED ❑ AIR INLET PSID REPAIRS LEAKED ❑ LEAKED ❑ OPENED AT PSID PASSED n PAS LED n PSID PSID 41 CHECK PSID CHx vALvE PSID FAIAIR GAP INSPECTION: Required minimum air gap separation pmvlded? YES ❑/ NO ❑ Detector Meter Reading LEFT SERVICE AS FOUND Isolation valve: Open © Closed ❑ SOV#1: Open Q Closed ❑ SOV#2: Open ❑d Closed ❑ REMARKS: LIMB PRESSURE 70 PSI CONFINED SPACE? NO BD46� 01-29-2011 TESTERS SIGNATi?RE: ��Crr�� CERT.�i0. DATE TESTERS NAME PRINTED Thomas Wahlman TESTERS PHONE# (206)255-9646 REPAIRED BY: CERT. NO. DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 07-06-2010 GAUGE# 357357 MODEL Midwest 830 SERVICE RESTORED YES ❑✓ NO ❑ I certify that this report is accurate,and I have used WAC 246-290490 approved test methods and test equlpmenf. Feb 09 11 04:06p ABBATARE- '�606520820 p.3 011311201L MON 11:47 FAX 357575 IQJ001/003 frmViewinspection Page 1 of 3 Topic Index I Contact Info :a Search — Home Safety „Clainls:8 Insurance a Workplace Rights Traces$Licensing 1 Find a Law_or-Rule' Get a Form or ubfication Electrical Permit Permitw�__ .. �....... ....... _.._....._. _._..�.._..�._... ...._._..._._...._.�......_....,,.�.......... ._.._.. Permit Number EP1270401 Status Active Applied 7118/2006 Fee Due 50.00 Total Corrections 17 i Applicant Inspection Site Permit.Holder BURKE ELECTRIC LLC Company Name abbatare inc Name Owner Name Address 13563 SE 27TH PL Address 17617 49th pl ne f City BELLEVUE City ARLINGTON Special Instructions Return to N' n'Men; i Requests `iCreated _........ ..... RequestedT._.,._�. Reason µy'. . .. .Status.". . e_.� ._r._... .....r.� ! 5111/2010 9/12/2010 Request Taken 4130/ZO10 5J1/2010 _ Request Taken 31111201C 3/12/2010 Reques(Taken ?11J19/2009 11/20/2009 Request Taken E 9/28/2W9 9/28/2009 ReauestTaken ii8/2012009 8121/2009 Re uest Taken i t1212512009 21261M Request Taken 'i'!2110/2009 2/11/2009 Request Taken H12/912008 y� 12/10/2008 1Request Taken 11118120CS 11/19/2008 Request Taken 11/3/2008 11/4/2008 Request Taken 8/2712008 812812008 Request Taken 7121I2008 7/22/200B Request Taken -'7110/2008 :7/1112008 Request Taken it 36/30/2008 71112008 Request Taken 6/1712008 6/18/2008 Request Taken i'513012008 5/31/2008 Request Taken 1'SJ612008 517/2008 . Request Taken 18/2/2006 813/2006 Request Taken '« IInspections "'_...�_._,.......�..._..r...r.�.�...�_ ,_._._._..__....�.....,....._�.,�.,.�,...� _ !Inspected Inspector Corrections Written Corrections completed Comrients 1 511 21201 0 IJURKOVICH,TIM 14 !t 4ttps://fortress.wa,gov/ini/epis/ftmPetmitSearcbMain.aspx 1/31/201 I r Feb 09 11 04:06p ABBATARE ?606520820 p.4 12/31/2011 MON 11:47 FAX 357575 1&002/003 frmViewlnspection Page 2 of 3 ;5/3/2010 JURKOVICH,TIM r4 7 3/12/2010 J_URKOVICH,TIM 7 _ 0 11/20/2009 JURKOVICH,TIM 0 0 :,9/28/2009 JURKOVICH,TIM 0 0 8121 f2009 JURKOVICH,TIM 0 0 j2/26/2009 JURKOVICH,TIM 0 2/31/2009 MONLUX,VICTOR 0 0 `;j12f lo/2008 JURKOVICH,TIM 0 r 111119/2Q08 JURKOVICH,TIM 0 •:111312008 .JURKOVICH,TIM 5 Q ;8/28/2008 JURKOVICH,TIM 10 10 7/22f2008 IJURKOVICH,TIM 10 0 ' 7/11/2008 JURKOVICH,TIM 0 0 7/'/2008 ROBEVS,MARK W 1 1 i j6/18/2008 JURKOVICH.TIM 0 0 ;6/2/2008 JURKOVICH,TIM _ 0 0 ,5/7/2006 !JURKOVICH,Tim 0 10 f£613/2006 "�SvyBLACKBURN,Kevin w _0 _. ..�. _._. M 0�..-.. - .y.anrv�oen.�-.a�,....,...er..arrxw-,w��w..•+.n..,.�.,... iDetails � �—...".... _ ..._ __.. ...._.._._�...._ ._..�__w___..,��..._..,.__...�.. Inspected Inspection Rewlt -...� Comment Service,New,Underground,480V,401. AC-Approved i g5/12/2010 �A Complete NE Bldg.N4 1!!35/3/<010 Service,New,Underg round,480V,>600A pa.Iiaisapproved i 1 AC Approved - I HS/3/2010 Cover,C ircu it,Wal is Er Ceiling Complete l 3/12120tO Feeder,New,Exposed,480V,401-600A CCT�lestapproved F t Service,New,Underground,480V,461- DC-Disapproved 1311212010 fiOQA Complete PNWBLDG Ill/20;2009 Cover,Circuit,Walls t3 Ceiling AP-Approved Partial bldg. D outside walls and office frestrooms east side of bid . 19/28/2009 Groundin /Bondin ,Underground,Service AP•Approved Partial 2 ground rods cover J E 19/28/2009 Cover,Circuit,Underground AC -Approved service E Complete f9/28/2009 Cover,Circuit,Wall AP-Approved Partial Bldg,0-east OS wall And SE OS wall 18/21 f2009 Finats,Commetciat AP-Approved Partial Bldg.C(NE comer)4-tenant hangers basic lights, recepts an hang anger doors AC-Approved i2/26/2009 Feeder,wew,Ekposed,208V,-100A Complete 4 FEEDERS IN HANGER BLDG.NE CORNER OF PROPERTY Z/2612009 Feeder,New,Exposed,480V,<=100A AC-ApprovedComplete 4 FEEDERS IN HANGAR BLDG. NE CORNER OF PROPERTY �2/2 6 1200 9 Service,New,Underground,480Y,201- AC•Approved 400A Complete HANGER BLDG.AT NE CORNER OF PRDPERTTY 2/1112009 CoverCircuitfflalls&Ceiling AC-Approved Complete �12110/2008 Finals,Commercial AP-Approved Partial 15T BUILDING(SE CORNER OF 4)NOTE:3 TENANT SPACES W11 1l MACHINERY INSTALLED 11l19/2008 Finals,Industrial AP-Approved Partial SE bldg.office areas only i 11l3l2008 Finals,Industrial DP-Disapproved Partial 8/28120D8 over,Circuit Walls ft Ceiling AP•Approved Partial office/bathroom nw corner of large hanger bldg.#2 iService,New,Underground,48OV,40'1- 7/22/2008 160DA AP-Approved Partia, BLDG.A-60CAMP Approved 7/11/20Q8 Cover,Conduit Only,Underground AC- service to ug to bldg.3 and 2 ground rods at bldg.3 Complete f 17/1/2008 Cover Conduit Only,Walls fe Ceiling n DC-Disapproved PAINT 5TORAGE/OFFICE AREAS OF TENANT SPACES 1 &Z. i Complete 6/18/2006 Cover,Circuit,Wa is 8 Ceiling AP-Approved Partial EAST HALF BLDG.A https:i/fortress.wa.gov/lni/epis/fnnPermitSearchMain,aspx 1/31/2011 J Feb 09 11 04:06p ABBATARE, 3�06520820 p.5 OL/31/2011 MDN 11:48 FAX ?357575 0003/003 frmViewInspection Page 3 of 3 6i18/200B Feeder,New,Exoosed,208V,101-200A AP-Approved Partial 2-SOUTH HALF BLDG.B f t6/18/2C48 Fe. er,New,Ex3osed,4B0V,c=I00A AP•improved Partial 2 SOUTH HALF BLDG.B �`6/18/2008 Feeder,New,Exposed,48OV,201-400A AP-Approved Partial a '�6/1812008 Service,New,Underground,480V,201 AP-Approved Partiai BLDG.B it '6/2/200B Grounding/Bonding,Se-vice AP-Approved Partial GROUND RODS 5W AND SE BLDGS.COVER !� 6/2/2008 Cover,Service.,Under ►Durd AP-Approved Parttal SW AND SE BLDGS. d5/7/2008 Cover,Circuit,Watls&Ceiling AC-Approved ONE BLDG.ONLY SE CORNER Complete 1' AC-Approved 8/3/2006 Cover,Conduit Only,Underground Co lete 2 1/2 3"conduit pcwerlphone i About 1&I I Find a job at!Ed I Informaci':r espa_-/a> I Site Feedback 1-800-547-8367 v11rdSRi1{ytOA ._ 1. r Washington State Dept.of Labor and Industries Use of this site is subject to the laws of,he state ofWasnington. 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N • .• ■ � • H . ■ / n o ■ 3 ■ ul Y !A Y ■ INIII\ ■ nl b M r Y ddddd ■ M / pa ro N 4 ■ .] q q U N N H.•4 e 1 A.•N H O O H H H A A N N N N M M M H A A A A A O O A H H H H N N N N N M M A. n Y o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M N n i Y ■ ■ ■ ■ ■ y i Ol M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N ■ wa r F N ■ C U tl H ■ N N N O O `pCj M W +O O O O O O O O O O O O O O O O O O Q O O O O O O O O O O O O O O O O O O O O O O O M nl ■ O O O O O O O O O O O O O O O O O O tl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N I�1 w0 y W � tl M O O O O O O O O O O O O O N N N N N N N O O O O O O O O O O O O O N N N N N N N O O Om ; O II............... OOOOOOOOOOOOOO O............. OOOOOOOOOOOO O O O O O O O O O O O O O G + U N a M H H H H H H O O H H H H H H H H H O O O H H H H H H O O H H H H H H H H H O O O H H } n M O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ■ N Q $ p 4 0 0 0 O O O O O 6 O O O O O O O O O O O O O O O O O O O Oa O O O O O O O O O O O O d n u 4 M 0 8 a • • O H N N H Ill r m m 0 H N M d�N r m O H N M W N.O r m 01 O H N M C I(1 10 r m O1 O H 1� -'hpIII�II JmiI Y NHHHHHIHHHN mHHHHHHHHHHN HH ;�•�l W o_ Y H N to to�o to lv lu In�o�4 lu r r r r r r r r r r r r r r r r r r r r m m m m m m m m m m In u v N O Y H fi H H H H H H H H HHH H H H H H H H H H H I H H r-1 H H rl H H H f-I H H H H H H H N H t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � i ■ o • U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U I o I • { A E Irl w i � CL■ of c m ,1 a \ M � r Mr 0 • �m � Irl ul I r\ ❑m❑ w + r N m Y N P C] � ■ Y m m rl.i.i N.-I.i o o.1.-1 ri.i ri M M M M M.i.i.i rV.�.i o o.1.1.i.i.i m M M M M m Y ■ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 r ■ ■ ■00000000gigi0000000eoo■a000e000000ei0000e000000 1aI i 11 M A M r ■ ■ ■ ■ ■ ■ ■ ■ r ■ r U • ■ mM.-1'1'1.i./.y............... 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H M g 0 0 09 0 0 0 0 0 0 0 999 0 0 0 0 0 09 0 0 0 0 0 0 0 00 0 0 0 0 O.99 O O O O O O a r i w u 4 i a F p F K C7 tl lI F m � q UI F m M O O O O O O O O O O O O O N N N N N M 1+1 O O O O O O O O O O O O O N N N N N CI N 1444q M V P O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O M W F _ ■ ftl 4 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O F ■ C.i m m O O O O O O O O O O O O O N N N N N m m O O O O h 0O O O O O O...N N N NO N N N" 0 0 0 0 9,i 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O o u m 1yP1 rl Y O O O O**coo O O O o O O O O O o O g O O O o O O O O O O A U 1I r ■ O O.-I rl.1.-1.-I.i...... ...... y ■ s o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0.99 Q ■ P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d Y n ■ 0 �" ■ tl Q$m� Y F Q� � ■ tl m�O'1 N M d1 If1 l0 r m 01 O ri N m d1 1Il IO r o0 w 0.i N dl Ill l0 r Ul ml 0.i N M d1 Ifl�O r m m J m�tl� ■ U .-1 rl rl rl.i.-1 N r-I.i.i N .-1.i rl rl rl rl.-I.-I.-1 ri N W Uv_U ■ ri tl dl d1 d� W C C C d1 C dl d1 W C In ul N Ill Ill l(1 1I1 I!1 N 1l1 N Ill Ill Ill tll Ifl Ifl Ifl I!1 N b l0 lm��lD�O lO t0 Iq ;^ v O H .� .i rl.i.�1.1 N.-1 rl rl.�1 rl rl rl rl.II.�rl.II rl.+rl,II rl,II rl ri rl ti rl rl r1,'1 rl rl rl rl rl rl rl rl rl uuuuuuuuuuuu uuuuuu uuuuu u o u U U u u U o u u u u u u u u u U � � ■ N 11 q .i 11 a' ■ 11 O ■ ■ w i a i UI oo ■ a ■ ■ ■ ■ r ■ r r ■ O Y ■ vl N ■ N n N b ■\ n � tl X q r 11 bl n u F I q q U q Ii m q■MMrF C•1`r P Pr r!�f`OOry NNNNN N.-1 A.1.n.y.100000'y ryMMMMM p 11 O Yl It1�D N N N N N N N H N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 11 II 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II Y II 11 II 11 I 11 y II n P M q C 1■I Y VI Ifl l0 1D N N N N N N N 1V N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .1 YM O O O O O O O O O......... 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MCE Parameters - Conterminous 48 States Zip Code - 98223 Central Latitude = 48.207031 Central Longitude = -121.953365 Data are based on the 0.10 deg grid set Period SA (sec) (%g) 0.2 110.1 Map Value, Soil Factor of 1.0 1.0 030.9 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 116.7 Soil Factor of 1.06 1.0 055.0 Soil Factor of 1.78 MCE Parameters - Conterminous 48 States Zip Code - 98223 Central Latitude = 48.207031 Central Longitude = -121.953365 Data are based on the 0.10 deg grid set Period SA (sec) (%g) 0.2 110.1 Map Value, Soil Factor of 1.0 1.0 030.9 Map Value, Soil Factor of 1.0 MCE SPECTRUM x SOIL FACTORS Fa = 1.06 Fv = 1.78 Period SA (sec) (%g) 0.000 046.7 0.4FaSs 0.094 116.7 To 0.200 116.7 T=0.2, FaSs 0.472 116.7 Ts 0.500 110.1 0.600 091.8 0.700 078.7 0.800 068.8 0.900 061.2 1.000 055.1 T=1.0, FvS1 1.100 050.1 1.200 045.9 1.300 042.4 E 1.400 039.3 a 1.500 036.7 " 1.600 034.4 1.700 032.4 1.800 030.6 1.900 029.0 2.000 027.5 1� L 11108/2e01 09:22 3606512419 941TH FjW S1f4atk= PtNfKX A Olt-Is -ryp'm'csl calbusmes MAM-JAI#Ad-Yom 0triMM&C for URdtftinhoutt*lPtIMIX CONTRACTOR'S MATERIAL&TUT CERTIFICATE FOR UkurrRGRAUNO Pima rR Lh:I.—OMCHICIBA et. 11.k%specri"end"it-Insa 09-)W*17Y In.WtIWtor't IS= d4tft-0 wwi be ccpmcuo&roa iYawn to ft III ese"40 WAIGM CIPOUIPCIOt'l 0-wwvw It X wtftes�by an ctoff,114nW64.Alt rx %' stw rQ*d = r *In nq YAV0krwwmas.wt co-vainor4 = ;,= iv=:9 = 24&A= =urtrnt * i-=fa=o=PaOVEA rVAMG OAT F AR-U N,(,TVIJ -7 -v,66 omtii-pim-Ty ADDRESS "Au AUT).-dAllfyj 0 4LS I Cal%, PLAM ,5TA1L, Tjo,COMPOMAS TO JC6CIZMD PtAMS, YES NO COVIP"ENT IJ990 IS APIPAOvPG Yes 0 me w NO.STATE DEVIATIONS - -iffi tM As T3�,72- d ll 4 — r4(w 60,u1~#.MT r3yr83 ONO INSMIXTIOfts Ave COD(P I'-011 APPRI-ft-rATE Ns'F—MUCTIONS AP06-CAKE MAIN OYIS LOND I' m"Al ull 3 1I NO,EXPLAIN LOCATION 0.09 TY0EjI^"0 cv-Ap C-L- g)-eEs ONO UNDERGINQUIAD PITITINOS OOMPORM To ATANCAP10 YRN Ono PIES AND .WlMfJl rii:KQ-(Mr.ANCKOMLACE Ca =W0t0^v4C%%VlT-i 'Zg '0,EXPLA114 ArArta dears 44;=1 110-1'411 40QQVIA Q-1-1 =006A and low-olfii In Oil l0ow n ��Q MI3101412271 Lime) -1,4.aA p Iplr. 4�@o , ��ff citrM Ire' 3 Ltr"^)fe G-IrAth o fix Wnell Md. L1rn;nl qI"104-h vioqw�d 200Q (PIA t7970 Lj,,;n)for 112-inch a' iUa-L""Flow Mao,va-iA e�xvinuzp smlaOtf- TOT .'2KPO 113.8 II�Jl forma hOUR oP150 0(;),A Wilt sbo,-gTatic W ho-rivos or no iakopq who joins. Yrxlyhtot Ct the 41 LAI Zlt I PIPe cls,nI,tw, T1,x lvvKw* "I be dqwrXi%APd ow ail j Wro Ov r, ==unecirf"mm And nft The be In&#."by I at AW;0­1-v(7iImw"e pW h­ =UVII-=zIe&,c%%M =1--fory bwfw hydomm WE IIII'lood"i1%of wain VvIvs ape". 60 tk*tkydfwft ps uncw I 154 mW-W It 11 p%M*W lot Wh WgMnqL �41CW W.019RC.ROUNn Prot STANOAI%a gy—cs MNO ev; MpArlvl 0WILjS"I57L_0_WW 0 K-T�A iN P NN AT Ty-e CPrn140 MWKING WLIC"AMRaT:NKOAMIERVOIR FIAE"UWP "YOAANT W", TEM LRAD.-nm FLv9t1IV ACC. "I.,TO - AlT^NDARD I!Nrm NO 7,WMPANY I;4C7W-#CZZMIftQ rt-OWWAIL STAIN TItA W*HW"ArTYP90r9Kr"rdg IWOUGLIG-WATZA MT)LNlC0AAE994VO1A MPIVIIgPUW Nr CONow.TO PLA&GE A SPICOT jzopm Fir,; SNIOAMel 19 Dunoi2jeoun Jesel WAAZ:Q i 21::14 rttvA*M FIRE IIAVY_gP wvMMa4_tq= nTCRCtctAYlg AU"nnwur.eeA jJQPtNtT5CWV Pjt TNT om Fqp �Z-~ halms ES QIiO TpTA4.A7dtiVryT LEAtaAGC MGUiVAaI? LNAK"g DAL7. '�-- MUM Tmy ALLovv^sLx-,c*KAac' _ GALA. MOM �HY 6CR IWL AILCPt AND MA" AW 54T:5F^gTQRILY nYdMAML 1 YES QNO AT£A OONTROL.VAGV eS Lerr wj0[09jZr4 ~_ YES No IF NO.STATC R WSON cour"CL VALVOS MOSR T"A"DSOr M RC ZCPARTPASNT WmHscnQM$M1O NVORANTS INTeQCNANQIKA LB MITM rwOSC Or Al RE"PARTMCNT AMS f.vk IMO ALAMM Yfib nNOI were V'T N G4AVtcK ^ .• .- li'MAeKs �, , N O WSTA"Ut% VIA OR TEST$YWTNCSS ED 9Y 1;SRkATiIWES FOA PAC9LAT 4R 16M£Dy TTr1Jt R►T OR tr� ck RACTOR tttONegt T p .1AT �O1T1 hAL lh 1 �dh0 V f 41A- _7 ipG eirc.A IMIT calla. 7/7 • a nacn ntii sNioMuiaea ounoi9ieoun jesel W�IOl:q ROOZ 'ti7,- W CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 a Parcel No: ABBATARE COMMERCIAL FIRE PROTECTION COMMERCIAL FIRE PROTECTION 17617 49TH AVE NE IIB PO BOX 128 PO BOX 128 ARLINGTON,WA 98223 MT VERNON,WA 98273 MT VERNON,WA 98273 Phone:360.474,1993 Phone:360.848.9093 LICENSE/I:COMMERFP132MM EXPA2/31/2008 Email: Email:de11ar7C11(C ro.com Lic#: Ex - Lie#: Ex : FIRE SPRINKLER FOR HANGER H VALUATION: $42,000 PERMIT TYPE:Commercial I PERMIT GROUP:Fire Sprinkler NUMBER OF STORIES:0 ITYPE OF CONSTRUCTION: NUMBER OF DWELLING UNITS:0 OCCUPANT GROUP: CODE:2006 1 OCCUPANT LOAD: BASEMENT.0 1ST FLOOR:0 2ND FLOOR:0 BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 1 IREOUIRED: PROPOSED: RE U1RED: PROPOSED: RE UIRED: PROPOSED: HEIGHT ALLOWED:0 PROPOSED:O UIRED: PROPOSED: SETBACK NOTES: 1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING ITIE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27, THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR H1S/IIER DEPUTY AND ALL FEES ARE PAID. Signatur rant Name Date Released e ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC1091IBC1101IRCI 10, ARCHIVE �� APPLICANT 0 ASSESSOR OTHER BLD20080265 • Underground fire line to be inspected,hydro&flushed and inspected by the City prior to aboveground connection. • Provide exterior horn/strobe in lieu of electric bell on exterior, • The Fire lines on all buildings from the main line valve to the Floor flange have not yet been properly flushed.(Jim Tracy has been notified.) FDC will need to be in an approved location,provided drawing does not give enough detail for access. Hydro/flush $346.80 $0.00 $346.80 Inspection $146.90 $0.00 $346.80 C-Building Plan Review Fee $436.96 $0.00 $436.96 Total Due: S1,130.56 $0.00 $1,130.56 THIS PERMIT AUTHORIZES ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY_ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • None r Abbatarw Hangar "H" Drawing Date: 10/23/08 I0:58 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Abbatare Hangar "H" Location: 17804 48th Dr. Arlington, WA Drawing Date: Remote Area Number: 2 Contractor: Commercial Fire Protection Inc. Telephone:360-848-9093 PO Box 128 Mt Vernon, WA Designer: kk Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: IIB Occupancy:S-1 Reviewing Authorities:City of Arlington SYSTEM DESIGN Code:02 NFPA 13 Hazard:LH System Type:WET Area of Sprinkler Oper. 670 sq ft Sprinkler or Nozzle Density (gpm/sq ft) 0.100 Make: TYCO Area per Sprinkler 219.0 sq ft Model: TY-FRB Hose Allowance Inside 0 gpm K-Factor: 5.60 Hose Allowance Outside 100 gpm Temperature Rating: 155 CALCULATION SUMMARY 5 Flowing Outlets gpm Required: 225.3 psi Required: 67.7 @ CITY CONN WATER SUPPLY Water Flow Test Pump Data Date of Test 2008 Rated Capacity 0 gpm Static Pressure 94.0 psi Rated Pressure 0.0 psi Residual Pres 20.0 psi Elevation 0 At a Flow of 4000 gpm Make: Elevation 0" Model: Location: Airport Blvd Source of Information: City of Arlington SYSTEM VOLUME 481 Gallons Notes: i RECEIVED O C T 2 12008 C PERMIT CENTER &1 -- O BLO0%DC600'XoS �; ' �� I I I I� I Abbatare 'Hangar "HI' Drawing Date: 10113108 10:58 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS OTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 125 59.1 psi 1 61, Grvd 90 Ell 141 120 6.065 125 0.0 I Pipe 6" 10x21 20 ' 120 6.357 125 0.0 2 611 Grvd 90 Ell 28 ' 120 6.065 125 0. 0 Total Loss for TO SYSTEM 0.0 psi 1 6" Grvd Back Flow Valve Wilkins 1135 CHART LOSS 125 8.5 Total Loss for THRU RISER 8.5 psi Hydr Ref R1 Required at AT BASE OF RISER 125 67.6 psi 1 Pipe 12" DIx18 Cl 350 68 ' 140 12.578 125 0. 0 1 1211 MJ Tee 60 , 120 11.938 125 0. 0 1 12 Fingd Gate Valve 0 ' 0 11.938 125 0. 0 1 Pipe 8" DIx18 Cl 350 309, 140 12.578 125 0. 0 3 8" MJ Tee 105' 120 8.071 125 0. 0 I Pipe 611 DIx18 C1 350 203 ' 140 12.578 125 0. 0 2 611 MJ Tee 60' 120 6.065 125 0. 0 1 611 Fingd Gate Valve 11721U° PIV 31 120 6.065 125 0. 0 3 6" MJ 90 Ell 42 ' 120 6.065 125 0. 0 Fixed Flow Outside Hose Allow. 100 gpm Total Loss for THRU UNDG 0.1 psi Hydr Ref R2 Required at CITY CONN 225 67.7 psi Water Source 94.0 psi static, 20.0 psi residual @ 4000 gpm 225 gpm 93.6 psi SAFETY PRESSURE 25.9 psi Available Pressure of 93.6 psi Exceeds Required Pressure of 67.7 psi This is a safety margin of 25.9 psi or 28 % of Supply Maximum Water Velocity is 19.9 fps i Abbatare 'Hangar "H" Drawing Date: 10113108 10:58 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE t FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)AI.85 / IDA4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q%/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations i I Abbatare :Hangar "R" Drawing Date: 10/13/08 10:58 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/(PS I"s/,} } (PSI) (GPM) (GPM) (GPM/SQ.FT) 28 8.50 15.5 28S 8.00 5.60 15.3 21.9 21.9 0.10 29 8.50 17.8 29S 8.00 5.60 17.1 23 .1 21.9 0.11 30 8.50 21.5 30S 8.00 5.60 21.2 25.8 14.8 0.18 31 8.50 23.2 31S 8.00 5.60 22.9 26.8 14.8 0.62 32 8.50 24.8 32S 8.00 5.60 24.4 27.6 14.8 0.63 47 24.52 48.0 48 21.86 44.1 49 8.50 26.4 50 8.50 25.4 51 8.50 23.9 A4 21.00 51.1 W 3.00 59.1 Max velocity of 19.93 occurs in the pipe from 48 TO 49 Nodes with "S" indicate a node at the top of_a sprig or bottom of drop pendent. The node without an "S" is on the branch. i Abbatare Hangar "H" Drawing Date: 10113108 10:58 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 28 TO W (PRIMARY PATH) 21.90 1.049 lE 0.50 15.3 15.3 K = 5.60 28S C=120 2.00 -0.2 0.0 21.90 0.154 2.50 0.4 15.3 Vel = 8.21 1. 049 15. 00 15.5 15.5 EqK = 5.57 28 C=120 0.00 0.0 0.0 21.90 0.154 15.00 2.3 15.5 Vel = 8.21 23 .12 1.049 1T 5.46 17.8 17.8 EqK = 5.49 29 C=120 5. 00 0.0 0.0 45.02 0.584 10.46 6.1 17.8 Vel = 16.88 25.81 1.610 9.31 23.9 23.9 51 C=120 0.00 0.0 0.0 See PATH 2 70.83 0.168 9.31 1.6 23.9 Vel = 11.27 26.77 1.610 3 . 05 25.4 25.4 50 C=120 0. 00 0.0 0.0 See PATH 3 97.60 0.303 3 . 05 0.9 25.4 Vel = 15.53 27.65 1.610 4E 24 .97 26.4 26.4 49 C=120 1T 24 .00 -5.8 0.0 See PATH 4 125.25 0.481 48. 97 23 .6 26.4 Vel = 19.93 2 .157 2F 36.21 44.1 44.1 48 C�120 4. 92 -1.2 0.0 125.25 0. 116 43 .13 5.0 44.1 Vet = 11.10 2 .635 2T 3 .83 48.0 48.0 47 C=120 32 . 95 1.5 0.0 125.25 0.044 36. 78 1.6 48.0 Vel = 7.44 6.357 3E 122 . 03 51.1 51.1 A4 C=120 2T 128 .25 7.8 0.0 125.25 0.001 250 .28 0.2 51.1 Vel = 1.28 W 125.25 59.1 K = 16.30 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) �' 1 Abbatare Hangar "H" Drawing Date. 10113108 10:58 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 23.12 1.049 1T 0.50 17.1 17. 1 K = 5.60 29S C=120 5.00 -0.2 0. 0 23.12 0.170 5.50 0.9 17. 1 Vel = 8.67 29 23 .12 17.8 K = 5.49 PATH 2 FROM HYDRAULIC REFERENCE 30 TO 51 25.81 1.049 1E 0.50 21.2 21.2 K = 5.60 30S C=120 2.00 -0.2 0.0 25.81 0.209 2.50 0.5 21.2 Vel = 9.67 1.049 lE 9.18 21.5 21.5 EqK = 5.56 30 C=120 2.00 0.0 0.0 25.81 0.209 11.18 2.3 21.5 Vel = 9.67 51 25.81 23.9 K = 5.28 PATH 3 FROM HYDRAULIC REFERENCE 31 TO 50 26.77 1 .049 lE 0.50 22.9 22. 9 K = 5.60 31S C=120 2.00 -0.2 0. 0 26.77 0.223 2.50 0.6 22. 9 Vel = 10.04 1.049 1T 5.06 23.2 23 .2 EqK = 5.56 31 C=120 5.00 0.0 0.0 26.77 0.223 10.06 2.2 23 .2 Vel = 10.04 50 26.77 25.4 K = 5.31 PATH 4 FROM HYDRAULIC REFERENCE 32 TO 49 27.65 1. 049 lE 0.50 24 .4 24.4 K = 5.60 32S C=120 2.00 -0.2 0.0 27.65 0.237 2.50 0 .6 24.4 Vel = 10.36 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1 I i Abbat,7re Hangar IIHq Drawing Date: 10/13/08 10:58 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 32 TO 49 CONTINUED 1.049 1T 1.80 24.8 24.8 EqK = 5.56 32 C=120 5.00 0.0 0.0 27.65 0.237 6.80 1.6 24.8 Vel = 10.36 49 27.65 26.4 K = 5.38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) - - V f 0 i 0 E E rn oai 00 0 ai ai rt' vy -SO LO E E.-.- M N a arn w Cl.0) voaa 1*.Ul) lAimN (rj co C%j N N Q1 � o ..a jDE = -� SEE w o y ��� M a`cn C13 0'CD a aam Cos 0)N LO N d N � � m N �+ a�a o � N C ` a � Na � o a� 3ai o N E a = Ila N C Q Q a g N B 0 N v� 1 a� all VO N O co 't N r� I I CITY OF ARLINGTON . 238 N OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3421 Permit#: BLD20080265 o D ' Project Address: 17804 48TH DR NE, ARLINGTON Parcel No: [PROPERTY OWNER „APPLICANT CONTRACTOR ABBATARE COMMERCIAL FIRE PROTECTION COMMERCIAL FIRE PROTECTION 17617 49TH AVE NE#B PO BOX 128 PO BOX 128 ARLINGTON,WA 98223 MT VERNON,WA 98273 MT VERNON,WA 98273 Phone:360 474 1993 Phone:360.848.9093 LICENSE#:COMMERFP132MM EXP:12/31/2008 Email: Email:dell r c6re ro.com PLUMBING ti ' MECHANICAL CONTRACTOR Lie#: Lx v Lid: Ex : DESCRIPTIONJOB FIRE SPRINKLER FOR HANGER H VALUATION: $42,000 PERMIT TYPE:Commercial PERMIT GROUP:Fire Sprinkler NUMBER OF STORIES:0 TYPE OF CONSTRUCTION: NUMBER OF DWELLING UNITS:0 OCCUPANT GROUP: CODE:2006 OCCUPANT LOAD: EXISTING AREA PROPOSED AREA BASEMENT:0 IST FLOOR:0 2ND FLOOR:0 BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 SETBACKFRONT 1E SETBACK REAR SETBACK RE UIRED: PROPOSED: REQUIRED: PROPOSED' I REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: PERMITAPPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID Signature rint Name Date I Released y. D e ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED,UBC109/IBC110/IRC110 ARCHIVE APPLICANT = ASSESSOR OTHER BLD20080265 CONDITIONS • Underground fire line to be inspected,hydro&flushed and inspected by the City prior to aboveground connection. • Provide exterior horn/strobe in lieu of electric bell on exterior. • The Fire lines on all buildings from the main line valve to the Floor flange have not yet been properly flushed.(Jim Tracy has been notified.) FDC will need to be in an approved location,provided drawing does not give enough detail for access. PERMIT FEES Description Fee .amount Paid Balance Due Hydro/flush $346.80 $0.00 $346.80 Inspection $346.80 $0.00 $346.80 C-Building Plan Review Fee $436.96 $0.00 $436.96 Total Due: $1,130.56 $0.00 $1,130.56 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • None October 23, 2008 TO: Scott Black Department of Community Development City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: Abbatare Hanger"H" 17804 48th Drive Arlington, WA Bldg20080265 PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM We have reviewed the plans and calculations submitted by Commercial Fire Protection Inc., of Mt. Vernon, WA. The plan is approved subject to field inspection, hydrostatic tests and the following: 1. Provide a horn/strobe on the building exterior in lieu of the electric bell. 2. Prior to connection to the sprinkler supply line verify that supply line has been approved by this Department. For inspections and tests, contact Jim Tracy at 206-940-9622. C i i i BLD20080265 - arusko Page 1 of 1 BLD - BUILDING PERMIT Ver: 2008C Priority: Nomei_] 4BLD20080265 owner: JABBATARE -VONDERHOFEN, HANS status: JAPPLIED i address: 117804 48TH DR NE, ARLINGTON post date: 10/21/2008 data screens. Select Screen... -:J functions: Select Permit Function... Eire Sprinkler REVIEWS Add Review Remove Review Print Close Review Description Assigned To Glue Date (#) Req? Done? ASSIGN 1026 P-Utilities Fees RSHEPARD 11/4/2008 0 Y N ASSIGN 1032 P-Utilities I LTAYLOR 11/4/2008 0 Y N ASSIGN 2000 C-Building I SBLACK 11/4/2008 0 Y N ASSIGN 2008 C-Community Development I ARUSKO 11/4/2008 0 Y N ASSIGN 3004 X-Fire TCOOPER 11/4/2008 0 Y N ASSIGN 4000 O-Fire Consultant JTRACY 11/4/2008 1 Y N ASSIGN http://coaweb2.arlington.local/permittrax/PermitTraxMain/wfPermitConsoleReviews.asp... 10/21/2008 `� i i Commercial Fire Protection Inc Transmittal P.O. Box 128 17199 Bennett Road Date: 10-17-2008 Mt.Vernon WA 98273-9789 360 848-9093 License: COMMEFP 132 MM To: City of Arlington Project: 2008206 238 N Olympic Ave Abbatare Hangar 9 Arlington WA 98223 17804 48th Dr. Arlington WA 98223 Prepared By: DELLA ANTSEN Item Quantity Description 1 4 Plans& Calcs for approval 2 1 Head& Backflow Submittal 3 1 Permit Application Notes Please sign and date this form as proof that you are in receipt of the above listed items. RECEIVED Return form to Commercial Fire Protection Inc Signed _ Date: _ OCT 212008 COA PERMIT CENTER ti, Lb Mcr60?t95 r BLD20080139 - arusko Page 1 of 1 BLD - Building Permit Ver: 2008B Priority: FNoT,-aF--:-j #BLD20080139 i owner: JABBATARE-VON DER HOFFEN, HANS status: APPLIED address: 117713 48TH DR,ARLINGTON post date: 5/29/2008 data screens: Select Screen... functions: Select Permit Function... Manufacturing/Industrial New REVIEWS Add Review Remove Review Print Close Review Description Assigned To Due Date ( ) Req? Done? ,ASSIGN 1014 P-Public Works I LRUPERT 6/12/2008 0 Y N ASSIGN 1026 P-Utilities Fees I RSHEPARD _ 6/12/2008 0 Y N ASSIGN 1032 P-Utilities I LTAYLOR 6/12/2008 0 Y N ASSIGN 2000 C-Building I CYOUNG 6/26/2008 0 Y N ASSIGN 2008 C-Community Development I SBLACKER 6/26/2008 0 Y_ J! N ASSIGN 2010 C-Community Development II I ARUSKO 6/26/2008 0 Y N ASSIGN 2014 C-Planning I YPAGE 6/12/2008 0 Y N ASSIGN 2016 C-Planning II KSHERMAN 6/12/2008 0 Y I f N ASSIGN 3000 X-Airport DCARMAN 6/12/2008 0 Y W N ASSIGN 3004 X-Fire TCOOPER 6/12/2008 0 Y N ASSIGN 4016 O-Structural Consultant CWILLIAMS 6/26/2008 1 Y N ASSIGN http://coaweb2.arlington.local/permittrax/PermitTraxMain/wfPermitConsoleReviews.aspx... 5/29/2008 I �`�Y °� NEW COMMERCIAL/MULTIFAMILY PERMIT APPLICATION ��l r,c;0 Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3551 • FAX (360)403 3447 THIS APPLICATION TO BE USED FOR 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,LIGHT(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 GEOTECH REPORT. TWO(2) SETS OF THE APPROVED LAND USE PERMIT, l Name of Project: t I� Valuation: Project Address: L+q Parcel ID#: Legal Description !� ,i�St—��? L Phone Number: Owner: - Address: , F^C�City:. State: Zip Code: Architect_� Phone Number: Cell Phone: 4 Fax: E-mail: Address: City: State: Zip Code: Engineer. Phone Number: Cell Phone: Fax: E-mail: Address City: State: Zip Code: General Contractor: Phone Number: Cell Phone: Fax: E-mail- Address: sty: State: Zip Code: Contractor's Licen e umber: Expiration: Contact Person: Phone Number: (�a—� aE- Cell Phone: Fax: E-mail- Address: tT State: Zip Code: Proposed Scope of Work:142 vQ—Q Estimated Project Value- cnT r` ^� Building Footprint: Oc panty Classification: Type of Construction: Number of Stories: Tot Square Footage: Square/Footage per Floor Park g Spaces Provided: Barrier Free Spaces: I h r y certify that the above informatio is c rect and that the constructs on, and the occupancy and the use of the above- de cri ed property will be in acc ante wit the vws, rules and regulation of th State of ashington, Applican s S nature Date t Print Applicants Name MAY 2 9 2008 FOR STAFF USE ONLY C4A PERMIT CENT ER Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—07 Page 1 of 1 3/07 dwa FOUNDATION CALCULATIONS 120'x100' Metal Hangar Building MVE #80359 ABBATARE, INC. HANGAR H Arlington, Washington Building Supplied By: MAY 13 2008 R&M STEEL COMPANY FFi COPY ; �5 0. Qo 20595 Farmway Road Caldwell, ID 83607 RECEIVED 2g775 - ' 1 -oundation Design by: MAY 2 9 2008 �SSf�NA- �VMOUNTAIN VIEW COA PERMIT CENTER EXPIRES ENGINEERING, INC. 13('b'31D6S603-( DEC 10 2008 345 North Main Brigham City Utah 84302 Phone(435)734-9700 Fax(435)734-9519 4 pages of Calculations . ' r: ,. .� ��, F ■ T_ � _ 1 ■ _ � 1 i i MOUNTAIN VIEW Page: 1 i1 ENGINEERING, INC. Job: MVE#80359 R&M STEEL COMPANY Date: 05/13/08 345 North Main Brigham City Utah 84302 Subject: _ ABBATARE, INC. HANGAR H By: CRH Phone(435)734-9700 Fax(435)734-9519 Building Descr: 120'x100' Metal Hangar Building Location: Arlington, Washington DESIGN CRITERIA : Ground Snow Load 15 psf Roof Snow Load 10.5 psf Min. Uniform Roof Snow Load 27 psf Frame Live Load 20 psf Roof Collateral Load 3 psf Code: 2006 IBC SDS 0.78 Wind Speed 85 mph Seismic Design Category D Exposure C Site Class D Importance Factor 1 Other Loads: Soil Bearing 1500 psf (assumed) Frost Depth 12 inches Notes: Reactions per R&M Steel drawings. Concrete and Reinforcement: Concrete Strength 3000 P.S.I. (5 bag min.) for Foundations 3500 P.S.I. (6 bag min.) for Slabs 2500 P.S.I. Used for design, no special inspection required. Rebar-ASTM A615 grade 60 bMOUNTAIN VIEW Page: 2 ENGINEERING, INC. Job MVE#80359 R&M STEEL COMPANY Date: 05/13/08 345 North Main Brigham city Utah 84302 Subject: ABBATARE, INC. HANGAR H By: CRH Phone(435)734-9700 Fax(435)734-9519 Description: 120'x100' Metal Hangar Building Location: Arlington, Washington Sidewall Footings with Cross-ties (Lines 2, 3, & 4 / Grids A & E) Pp+L = 51.9 kips FH = 48 9 kips Uplift= 16.1 kips Check Soil Bearing Use 6.0 ft2 x 16 inch deep footing Allowable Pressure = 1500 psf reinforced with (6) #5 bars each way. B req'd = 5.88 ft q = 1442 psf OK Horizontal Force Use rebar cross-ties to resist horizontal force FY= 60 ksi Depth to center= 10 inches Wind or Seismic? n (y or n) OTM = 489.0 in-kips As req'd= 2.04 in2 Ftg DL= 7.20 kips As' req'd = 2.04 in2 (short term loading) P total = 59.10 kips ecc= 8.3 inches Options: 4 @ 0.51 in2 Without offset, q (max.)= 2774 psf NG 2 @ 1.02 in2 Footing Offset= 9.5 inches Recheck bearing for offset, q (max.) = 1474 psf OK Use (4) #7 rebar crossties, offset footing 9.5 inches. uplift Design uplift= 11.3 kips Weight of Footing and Soil= 12.35 kips Slab Thickness = 4 inches Weight of Concrete Slab = 2.75 kips Depth to top of Ftg. = 16 inches Weight of Foundation Wall = 1.90 kips OS Conc. to CL Footing = 16 inches Total = 17.00 kips Footing Offset= 9.5 inches Length of Wall for Uplift= 25 feet Wall Thickness = 8 inches Factor of Safety= 1.51 > 1.5 OK r � MOUNTAIN VIEW Page: 3 ENGINEERING, INC. Job: MVE#80359 R&M STEEL COMPANY Date: 05/13/08 345 North Main Brigham City Utah 84302 Subject: ABBATARE, INC. HANGAR H By: CRH Phone(435)734-9700 Fax(435)734-9519 Description: 120'x100' Metal Hangar Building Location: Arlington, Washington Sidewall Corner Footings (Lines 1 & 5 / Grids A & E) Pp+L = 16.7 kips Note: Reaction from wind columns at Lines 1 &6/ Grids B & D will fall on these footings FH = 5.2 kips also, so the reactions used for the axial footing design are cumulative. Uplift = 5.2 kips At Wind Columns: FH= 4.0 kips Check Soil Bearing Use 3.5 ft2 x 12 inch deep footing Allowable Pressure = 1500 psf reinforced with (5) #5 bars each way. B req'd = 3.34 ft q = 1363 psf OK Horizontal Force at Frame Horizontal Force at Wind Column Use rebar hairpins to resist horizontal force. Use rebar hairpins to resist horizontal force. As req'd = 0.13 in2 As req'd = 0.10 in2 L req'd = 3.3 ft- reinf. slab(6x6 W1.4xW1.4 min.) L req'd = 2.5 ft- reinf. slab (6x6 W1.4xW1.4 min.) L req'd = 5.2 ft- unreinforced slab L req'd = 4.0 ft- unreinforced slab Use # 4 hairpin w/ 4 foot legs. Use # 4 hairpin w/ 4 foot legs. Uplift Design uplift= 3.6 kips Weight of Footing and Soil = 3.06 kips Slab Thickness= 4 inches Weight of Concrete Slab= 0.51 kips Depth to top of Ftg. = 12 inches Weight of Foundation Wall= 2.00 kips (EW) OS Conc. to CL Footing = 15 inches Total = 5.57 kips (SW) OS Conc. to CL Footing = 14 inches Length of Wall for Uplift= 20 feet Factor of Safety=. 1.53 > 1.5 OK Wall Thickness = 8 inches ` MOUNTAIN VIEW Page: 4 ENGINEERING, INC. Job MVE#80359 R&M STEEL COMPANY Date: 05/13/08 345 North Main Brigham City Utah 84302 Subject: ABBATARE, INC. HANGAR H By: CRH Phone(435)734-9700 Fax(435)734-9519 Description: 120'x100' Metal Hangar Building Location: Arlington, Washington Wind Column and Frame Combined Footing (Lines 1 & 5 / Grid C) Po+L = 38.4 kips *Note: Wind columns and frame columns near the doors will fall on the same footing, so FH = 8.7 kips reactions used for footing design are cumulative, with the footing centered on the frame anchors. Uplift= 2.2 kips Horizontal load is at the wind column base. Check Soil Bearinq Use 5.5 ft2 x 14 inch deep footing Allowable Pressure= 1500 psf reinforced with (6) #5 bars each way. B req'd = 5.06 ft q = 1269 psf OK Horizontal Force Use rebar hairpins to resist horizontal force. As req'd = 0.21 in2 L req'd = 5.5 ft- reinf. slab(6x6 W1.4xW1.4 min.) L req'd = 8.7 ft- unreinforced slab Uplift Use # 5 hairpin w/ 8 foot le s. Design uplift= 1.5 kips Weight of Footing and Soil = 7.31 kips Slab Thickness = 4 inches Weight of Concrete Slab= 2.85 kips Depth to top of Ftg. = 12 inches Weight of Foundation Wall = 1.62 kips OS Conc. to CL Frame AR = 15 inches Total= 11.78 kips Length of Wall for Uplift= 20 feet Wall Thickness = 8 inches Factor of Safety= 7.65 > 1.5 OK ,� ��:• � v �� V MAYES TESTING ENGINEERS, INC. Lynnwood Office 20225 Cedar Valley Road suite 110 Lynnwood,WA 98036 MTE No.: L09001 ph 425.742.9360 fax 425.745.1737 Project: ABBATARE Tacoma Office Address: North 1-5 Arlington Airport Exit (172nd) East, Arlington, WA 10029 S.racorna Way Permit No.: 20080020 (Bldg 17713), 07-7551 (Bldg 17725), 20080139 (Bldg 1780,b Mco-2WA 96499 Bldg Dept.: City of Arlington ph253.504.3720 fax 253.584.3707 Owner: Arlington Air Park/Abbatare Portland Office Architect: 7911 NE 33rd Drive 190 Engineer: Mid-Mountain Contractors, Inc. suite Portland, OR 97211 Contractor: Bahnmiller Construction, Inc. ph503.281,7515 Page 2 fax 503.281.7579 Date: 8/3/09 Weather: (indoors) Inspection: Structural Steel Sample(s): N/A Onsite for verification of bolt tensioning by turn-of-the-nut method. Upon arrival, noted that bolts had been tensioned and no marks were present. Discussed this issue with Kevin Bahnmiller and torque testing of bolts will be performed to verify required torque later this week. Preliminary Inspection INSPECTOR: Carl Reynolds REVIEWED BY: Tt thy G. Beckerle, P.E. cc: Kevin Bahnmiller—Bahnmiller Construction; Bldg Dept—City of Arlington _ i i - � '� ' 1 Z � ��ti i MAYES TESTING ENGINEERS, INC. Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood,WA 98036 MTE No.: L09001 ph 425.742.9360 fax 425.745.1737 Project: ABBATARE Tacoma Office Address: North 1-5 Arlington Airport Exit (172nd) East, Arlington, WA 10029 S.Tacoma Way Permit No.: 20080020 (Bldg 17713), 07-7551 (Bldg 17725), 20080139 Suite E-2 Bld Tacoma,WA 98499 ( g 17804) ph 253.584.3720 Bldg Dept.: City of Arlington fax253.584.3707 Portland Office Owner: Arlington Air Park/Abbatare 7911 NE 33rd Drive Suite 190 Architect: Suite OR 97211 Engineer: Mid-Mountain Contractors, Inc. ph 503.281.7515 Contractor: Bahnmiller Construction, Inc. tax 503.281.7579 Page 3 Date: 817109 Weather: (indoors) Inspection: Structural steel Sample(s): N/A Verified 550 ft/lbs of torque (with calibrated wrench) on installed 1" bolts: 50% of 1" bolts were checked. Also verified turn-of-the-nut method utilized on smaller diameter bolts throughout building. Nuts turned one-third turn beyond snug tight. Informed Kevin Bahnmiller of Bahnmiller Construction that further bolt torque may be required. Preliminary Inspection INSPECTOR: Carl Reynolds n J REVIEWED BY: Tirriothy G. Beckerle, P.E. cc: Kevin Bahnmiller—;Bahnmiller Construction; Bldg Dept—City of Arlington i III AYES TESTING ENGINEERS, INC. Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood,WA 98036 MTE No.: L09001 ph 425.742.9360 fax 425.745.1737 Project: ABBATARE Tacoma Office Address: North 1-5 Arlington Airport Exit (172nd) East, Arlington, WA 10029 S.Tacoma Way Permit No.: 20080020 (Bldg 17713), 07-7551 (Bldg 17725), 20080139 (Bldg 178(�to E-2 Bldg Dept.: City of Arlington -laroma,WA 98499 ph 253.584.3720 fax 253.584.3707 Owner: Arlington Air Park/Abbatare Portland Office Architect: 7911 NE 33rd Drive 190 Engineer: Mid-Mountain Contractors, Inc. suite Portland, OR 97211 Contractor: Bahnmiller Construction, Inc, ph 503.281.7515 Pagel fax 503.281.7579 Date: 1/6/09 Weather: (indoors) Inspection: Structural Steel Sample(s): N/A Onsite for a bolting inspection on (3) steel frame buildings. Upon completion of bolting installation, Buildings 17713, 17725 and 17804 were inspected using the calibrated wrench method. An MTE-issued torque wrench with current calibration date was used to verify proper torque. Primary members were secured with 1" A325 high-strength bolts at 570 foot-pounds of torque. Secondary members were secured with 3/4" A325 high-strength bolts at 350 foot-pounds of torque. All bolts were found to have proper tensioning and met AISC and job specs. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Anthony Garland REVIEWED BY: �c %Tinto by G. Beckerle, P.E. i cc: Kevin Bahnmiller—Bahnmiller Construction; Bldg Dept—City of Arlington Page of MAYES TESTING ENGINEERS,MC Field Copy/Subject to Review 20225 Cedar Valley Road,Suite 110 Ph 425.742.9360 Lynnwood,WA 98036 Fax 425.745.1737 Project No.: _;'�)``i r); I Date: 10029 S.Tacoma Way,Suite E-2 Ph 253 584.3720 _ Tacoma,WA 98499 Fax 253.584.3707 Project: -'1_4 r;;. 7911 NE 33`d Drive,Suite 190 Ph 503.281.7515 Permit No.: 7 Weather: i { Portland,OR 97211 Fax 503.281.7579 Project Address: � 'I Nz. A, Inspector: t.1 i �,� .lei �� ia ,�(J Hours: Owner: 1 Time: to Engineer: '.' Inspector: Hours: T Architect: p,} `A Time: to Contractor: ��; Inspector: Hours. Type of Inspection: S Time: to Samples: SUMMARY: 1 ���\.Vk-t G i> rr� T; iu t/�i gr 'f; � f '2 1�4i=t� i rJ ��qeL`I,til r 4 I i ;ti)A F A"> r� Y 1'� /1 )f,J i f '_-`t T ILSl-Prl LA 71L)tl 1 U 3( L� �' ' %G : '�_ LJ�F ,J t�' J fT 7oy (�tJ6 v��(�.C%IJC.� 1..) tCE�� r .1f•' t .0 til i t r?A ED uiJ I.�-A-7—r W,"\ : I j �� 1,� -�j V F Q I F 0 PC- k I z S W 6' iZ I J A G t U) I 4 /_ i',2. r 'i f f i S' 4C E N!�' r 1-) tL 0 L r S —S-7 0 f-,:���?' ' 'c ` .f �� .y C,f T'n P— c)`.1'E_. u; , ;:),'j-->IZ_t1 i°✓` �M'�F (� �s i I j .� /2_ to i: !_ i�';1 __ 1, i a: `� ,} I'{ %` ;F 1 r ,'V71 a To the best of our Wedge, all items inspected today are in conformances Pr'approve&plans=and sp�e�clfications p� Yes ❑ No ❑ Preliminary Inspection NONCONFORMING CONDITIONS/CORRECTIVE ACTIONS TAKEN: MTE 1000-3C, Rev 2,4/1/07 Model P1 WILKINS Backflow Preventers Post-Indicator - Valve APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and back pressure.The level of backflow protection is dependent upon the assembly specified.The Post Indicator Gate Valves are supplied with a universal indicator post flange and operating nut,which are easily adaptable to vertical indicator posts and wall type MODELS indicator posts. Indicator Posts are used in fire protection systems or other installations where it is necessary to tell ❑350 V9350DA ❑450 ❑450DA ❑375 at a glance if the valve is in the open or closed position and ❑375DA S 475 ❑475DA ❑475V ❑475DAV a sealed housing is required. SIZES STANDARDS COMPLIANCE See specfic Model specification sheets for approval status. ❑ 4„ *Q,. ❑ 6„ x --i FEATURES Maximum working water pressure 175 PSI ID Maximum working water temperature 140OF Hydrostatic test pressure 350 PSI 4 End connections (Grooved for steel pipe) AWWA C606 {, (Flanged) ANSI B16.1 F Class 125 0 OPTIONS (Suffixes can be combined) ❑ OSYPI - with OS&Yflanged inlet gate connection and Post Indicator flanged outlet gate connection MODEL 475VOSYPIFGSH(RECE'V EU, ❑ OSYPIG - with OS&Y grooved inlet filet gate connection and Post Indicator grooved outlet gate connection OCT 21 2008 ❑OSYPIFG - with OS&Y flanged inlet gate connection and �j(,Pj�Og fje�(p5 Post Indicator grooved outletgate connection ®� p �'�CENTER ❑ LM - less water meter D El - with gpm meter(standard) ❑ - with cu ft/min meter x ❑ FS - with cast iron wye strainer(flanged only) ❑ FSC - with epoxycoated wye strainer(flanged only) o b o 0 0 ACCESSORIES E ❑ Repair Kit C ❑ Thermal expansion tank(Model WXTP) ❑ OS&Y Gate Valve tamper switch(OSY-40) L B A MODEL 350DAOSYPIFG SHOWN DIMENSIONS(do not include packaging) DIMENSIONS (approximate) F IZE D(NRS D(OS&Y D(OS&Y r A B C gates) open) closed) E F X in. I mm in, mm in. mm in, mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm 4 100 37 5!8 956 19 1/2 495 9 229 14 3/4 375 22 3/4 578 18 1/4 464 6 152 21 533 18 481 10 1l8 257 6 150 44 3/4 1137 23 112 597 10 1/2 267 19 483 30 1/8 765 23 3/4 603 7 178 22 559 21 533 13 1/2 343 8 200 60 3/4 1543 37 3!4 959 12 305 22 1/2 572 37 3/4 959 29 1/4 743 8 1/2 216 37 718 962 30 770 17 3/8 441 DOCUMENTM REVISION: Page 1 of 2 BF-PI 8/03 TYPICAL INSTALLATION Local codes shall govern installation requirements.Unless otherwise specified, the assembly shall be mounted at a minimum of 12"(305mm)and a maximum of 30"(762mm) SUPPLIEU BY 01 HERS above grade or adequate drains with sufficientside clearance for testing and maintenance. Capacity thru Schedule 40 Pipe (GPM) p Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 21/2" 75 112 149 224 3" 115 173 230 346 4" 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 - DIRECTION OF FLOW TYPICAL INSTALLATION 350DAOSYPIFG SUPPLIED BY OTHERS SUPPLIED BY OTHERS 4 �• N; 1'.j� IISUPPORT 0A 1' II II II II II II 2 hw S DIRECTION OF FLOW�"J DIRECTION OF FLOW F--> TYPICAL INSTALLATION 475VOSYPIFG TYPICAL INSTALLATION 3500SYPI SPECIFICATIONS The Backflow Preventer;with Post Indicator shall be of a Double Check, Double Check Detector, Reduced Pressure Principle, or Reduced PressiirP Detector type, The Backflow Assembly shall be ASSE ® Listed. The main body and access cover shall be epoxy coated ductile iron (ASTMA536 Grade 4),the seat ring and check valve shall be NORYLT'", and the seat disc elastomers shall be EPDM.TheAssembly shall include an OS&Y as well as a Post Indicator gate valve. The Assembly shall be a WILKINS Model 300 or 400 Series Backflow Prevention Assembly. Page 2 of 2 WILKINS OPERATION OF ZURN INDUSTRIES,1747 Commerce Way,Paso Robles,CA 93446 Phone:805/238-7100 Fax:8051238-5766 IN CANADA:ZURN INDUSTRIES LIMITED,3544 Nashua Dr.,Mississauga,Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com tqC01PFW,,9 & Building roucts Technical Services:Tel: (800)381-9312/Fax: (800)791-5500 Series EL®-231 B ® 11.2 AVI-C.=factor Upright and Pendent Sprinklers Standard Response® Sty dard %"overage sentative of all possible corrosive at- General mospheres.Consequently,it is recom- mended that the end user be consulted Uescriotion with respect to the suitability of these corrosion resistant coatings for any - The 11.2 K-factor, Series ELO-231 B, given corrosive environment. The ef- Standard Response, Standard Cover- fects of ambient temperature,concen- _ �r age, Upright and Pendent Sprinklers tration of chemicals,and gas/chemical (Ref. Figure 1) are automatic sprin- velocity, should be considered, as a R* klers of the frangible bulb type. The g {{r4 9� YP Y minimum, along with the corrosive na- t. i, are "standard response- spray sprin- ture of the chemical to which the sprin- klers" that produce a hemispherical klers will be exposed. water distribution pattern below the deflector. An upright intermediate level version of the Series ELO-231 B Sprinklers for -- i. The 11.2 K-factor, ELO-231 B S rin- P in-rack applications can be obtained klers were subjected to full scale,high- by utilizing the Series ELO-231 B Up- piled storage, fire tests to qualify their right Sprinkler with the WSG-2 Guard use in lieu of 5.6 or 8.0 K-factor stand- & Shield, and a pendent intermediate ands spray sprinklers for the protection =. ; P Y P P level version of the Series ELO-231 B •_„_,�;, of high-piled storage. Sprinklers can be obtained by utiliz- Higher flow rates can be achieved at ing the Series ELO-231B Pendent much lower pressures with the 11.2 SprinklerwiththeWS-2 Shield. Ifthere K-factor, ELO-231 B Sprinklers — is a possibility of the pendent interme- f making their use highly advantageous diate level version being exposed to dly k in high density applications, such as mechanical damage, a G-2 Guard can the protection of high-piled storage. be added. Wax or lead coatings can be used to WARNINGS extend the life of the copper alloy PP Y com- The 11.2 K-factor, Series ELO-231B onents used in Series ELO-231B P Upright and Pendent Sprinklers de- ,•. s rinklers beyond that which would P Y scribed herein must be installed and otherwise be obtained when exposed maintained in compliance with this to corrosive atmospheres. Although document, as well as with the applica- wax, lead, and polyester coated sprin- ble standards of the National Fire Pro- klers have passed the standard corro- tection Association, in addition to the sion tests of the applicable approval standards of any other authorities hav- agencies, the testing is not repre- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- IMPORTANT ing their fire protection system and de- Always refer to Technical Data vices in proper operating condition. Sheet TFP700 for the "INSTALLER The installing contractor or manufac- WARNING" that provides cautions turer should be contacted with any � ��� with respect to handling and instal- questions. lation of sprinkler systems and com- ponents. Improper handling and in- Installation of Series ELO-231B Pen- OCT 2 12008 stallation can permanently damage dent Sprinklers in recessed escutch- a sprinkler system or its compo- eons will void all sprinkler warranties, nents and cause the sprinkler to fail as well as possibly void the sprinkler's COO PERMIT CENTER R to operate in a fire situation or cause Approvals and/or Listings. it to operate prematurely. �Lc)amoo. Page 1 of 6 MARCH, 2007 TFP342 Page 2 of 6 TFP342 SPRINKLER FINISH TYPE TEMPERATURE BULB NATURAL I CHROME LEAD WAX WAX LIQUID BRASS PLATED COATED COATED OVER LEAD UPRIGHT 155°F/68°C Red 3 (TY5151 200°F/93°C Green 1,2,3,4 286°F/141°C Blue 3 3(a) 155°F/68°C Red 3 PENDENT 200°F/93°C Green (TY5251 1,2,3,4 286°F/141°C Blue — — - 3I 3(a) NOTES: 1. Listed by Underwriters Laboratories, inc.(UL Listed). 2. Listed by Underwriters Laboratories, Inc.for use In Canada(C-UL Listed). 3. Approved by Factory Mutual Research Corporation(FM Approved). 4. Approved by the City of New York under MEA 291-04-E. (a). FM Approved for a maximum ceiling temperature of 150°F/66°C. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 11.2 K-FACTOR SERIES ELO 231B UPRIGHT AND PENDENT SPRINKLERS (Refer to the Design Criteria Section) Model/Sprinkler Technical Design Criteria Identification Data UL and C-UL Listing Requirements Numbers Approvals The 11.2 K-factor, Model ELO-231B UL and C-UL Listed. FM and NYC Ap- (TY5151, TY5251 & TY5851) Sprin- TY5151 - Upright 11.2K, 3/4"NPT proved. (Refer to Table A for complete 4TY5 are to be installed in accordance T Y5251 -Pendent 11.2K, 3/4"NPT approval information including corro- with N re t 13 standard sprinkler accordance TY5851 - Upright 11.2K, 1/2"NPT sion resistant status. The approvals tion and area/density flow calculation TY5151 is a redesignation for C5151. posi- apply to the service conditions in.) requirements for light, ordinary, or ex- TY5251 in the Design Criteria section.) tra hazard occupancies, as well as G1871, is a redesignation for C5251, Maximum Working Pressure high piled storage occupancies (solid G1871, and S2531. 175 psi (12,1 bar) piled, palletized,rack storage,bin box, TY5851 is a redesignation for C5851. Discharge Coefficient and shelf storage including but not lim- K= 11.2 GPM/psili2 ited to Class I-IV and Group A plastics) (161,4 LPM/barti2) with a minimum residual (flowing) pressure of 7 psi (0,5 bar) for wet or Temperature Ratings dry pipe systems. Refer to Table A Finishes FM Approval Refer to Table A Requirements Physical Characteristics The 11.2 K-factor, Model ELO-231B Frame . . . . . . . . . . . . . Bronze (TY5151, TY5251 & TY5851) Sprin- Cap . . . . . . . . . . . . . . Bronze klers are to be installed in accordance Sealing Assembly . . . . . . . . . . , with the applicable"control mode den- Beryllium Nickel w/Teflont sity/area"guidelines provided by Fac- tory Mutual. (FM guidelines may differ from UL and C-UL Listing criteria.) Compression Screw . . . . . Bronze Deflector, . . . . . . . . . . . Bronze t Registered trademark of DuPont. TFP342 Page 3 of 6 *Temperature rating is indicated on deflector. **Pipe thread connections per ISO 7/1 can be provided on 1/2"(12,7 mm) special request. NOMINAL MAKE-IN 3/4""* 1 NPT Components: t 2 1 - Frame 2- Seal 2-13/16" 3— Assembly (71,4 mm) WRENCH THREAD 3 - Cap TYP. FLATS RELIEF 4� 4 Bulb J — 5 - Compression 5—�J Screw + = 6 - Deflector 1/2"** 3/4"** 6 NPT NPT 7/16"(11.1 mm) T_ 1/2"(12,7 mm) NOMINAL MAKE-IN NOMINAL MAKE-IN UPRIGHT ''UPRIGHT PENDENT CROSS TY5851 TY5151 TY5251 SECTION FIGURE 1 11.2 K-FACTOR SERIES ELO-231B UPRIGHT-3/4"NPT(TY5151), UPRIGHT-1/2"NPT(TY5851),AND PENDENT-314"NPT(TY5251)SPRINKLERS "FITTING SIDE" Operation Installation TOWARDS SPRINKLER The glass bulb contains a fluid that The Series ELO-231B Sprinklers must FITTING expands when exposed to heat.When be installed in accordance with the fol- the rated temperature is reached, the lowing instructions: fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to NOTES /� \ activate and water to flow. Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of WRENCH liquid from the bulb. With the sprinkler / RECESS held horizontally, a small air bubble should be present. The diameter of the ° (END"A") air bubble is approximately 1116 inch (1,6 mm) for the 155°F/68"C to 3132 FIGURE inch (2,4 mm) for the 286'F1141°C W-TYPE 3 SPRINKLER temperature ratings. WRENCH A leak tight 314 inch NPT sprinkler joint should be obtained with a torque of 10 installed in the pendent position, and to 20 ft.lbs. (13,4 to 26,8 Nm).A maxi- upright sprinklers are to be installed in mum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with the upright position. 314 NPT connections. A leak tight 112 Step 2. With pipe thread sealant ap- inch NPT sprinkler joint should be ob- plied to the pipe threads, hand tighten tained with a torque of 7 to 14 ft.lbs. the sprinkler into the sprinkler fitting. (9,5 to 19,0 Nm). A maximum of21 ft. Step 3. Tighten the sprinkler into the lbs. (28,5 Nrn) of torque may be used sprinkler fitting using only the W-Type to install sprinklers with 112 NPT con- 3 Sprinkler Wrench (Ref. Figure 2), nections. Higher levels of torque may except that an 8 or 10 inch adjustable distort the sprinkler inlet and cause Crescent wrench is to be used for wax leakage or impairment of the sprinkler, coated sprinklers. With reference to Do not attempt to make-up for insuffi- Figure 1, the W-Type 3 Sprinkler cient adjustment in the escutcheon Wrench or the adjustable Crescent plate by under- or over-tightening the wrench, as applicable is to be applied sprinkler. Readjust the position of the to the wrench flats. sprinkler fitting to suit. When installing wax coated sprinklers The Series ELO-231B Upright and with the adjustable Crescent wrench, Pendent Sprinklers must be installed additional care needs to be exercised in accordance with the following in- to prevent damage to the wax coating structions. on the sprinkler wrench flats or frame Step 1. Pendent sprinklers are to be arms and, consequently, exposure of Page 4 of 6 TFP342 bare metal to the corrosive environ- Care is recommended that automatic ment. The jaws of the wrench should Care and sprinkler systems be inspected, be opened sufficiently wide to pass tested, and maintained by a qualified over the wrench flats without damag- Maintenance Inspection Service in accordance with ing the wax coating. Before wrench local requirements and/or national tightening the Sprinkler,thajaw-ofthP Series ELO-231B Sprinklers must be code. wrench are to be adjusted to just con- maintained and serviced in accord- tact the sprinkler wrench flats. After ance with the following instructions: Limited wrench tightening the sprinkler,loosen the wrench jaws before removing the NOTES wrench. Before closing a fire protection system Warranty control valve for maintenance work on After installation, the sprinkler wrench the fire protection system that it con- Products manufactured by Tyco Fire& flats and frame arms must be in- trols, permission to shut down the af- Building Products (TFBP) are war- spected and the wax coating re- fected fire protection system must be ranted solely to the original Buyer for touched (repaired)whenever the coat- obtained from the proper authorities ten(10)years against defects in mate- ing has been damaged and bare metal and all personnel who may be affected rial and workmanship when paid for is exposed. The wax coating on the by this action must be notified. and properly installed and maintained wrench flats can be retouched by gen- under normal use and service. This tly applying a heated 1/8 inch diameter Sprinklers that are found to be leaking warranty will expire ten (10) years steel rod t t o h t h or exhibiting iisih a ci n of r st., I r,, o he areas of wax t��a���ave � .,,g.,s ., corrosion from date of shipment by TFBP. No been damaged,to smooth it back over must be replaced. warranty is given for products or com- areas where bare metal is exposed. Automatic sprinklers must never be ponents manufactured by companies NOTES painted, plated, coated or otherwise not affiliated by ownership with TFBP retouching of the wax coating ap- altered after leaving the factory. Modi- or for products and components which Only r plied et the wrench flats and frame fied sprinklers must be replaced. have been subject to misuse,improper is permitted, and the retouching Sprinklers that have been exposed to installation, corrosion, or which have arms is to is performed only of the time of corrosive products of combustion, but not been installed, maintained, modi- the initial sprinkler installation. have not operated,should be replaced fied or repaired in accordance with ap- if they cannot be completely cleaned plicable Standards of the National Fire The steel rod should be heated only to by wiping the sprinkler with a cloth or Protection Association, and/or the the point at which it can begin to melt by brushing it with a soft bristle brush, standards of any other Authorities the wax, and appropriate recautions Having Jurisdiction. Materials found p Care must be exercised to avoid dam- b TFBP to be defective shall be either need to be taken, when handling the age to the sprinklers—before,during, repaired or replaced, at TFBP's sole heated rod, in order to prevent the and after installation. Sprinklers dam- p p option. TFBP neither assumes, nor installer from being burned. aged by dropping, striking, wrench If attempts to retouch the wax coating twist/slippage, or the like, must be re- authorizes any person to assume for it, Faith complete coverage are unsuc- placed,Also�replaceanysprinklertha± any other obligation in connection with r y the sale of products or parts of prod- cessful, additional wax can be ordered has a cracked bulb or that has lost ucts.TFBP shall not be responsible for in the form of a wax stick (the end of liquid from its bulb (ref. Installation sprinkler system design errors or inac- which is color coded). Only the correct Section Note). curate or incomplete information sup- color coded wax is to be used, and Frequent visual inspections are rec- plied by Buyer or Buyer's repre- retouching of wrench flats and frame ommended to be initially performed for sentatives. arms is only permitted at the time of corrosion resiotantsprinklcro,after the In no event shall I FtiF' be liable, in initial sprinkler installation. With the installation has been completed, to steel rod heated as previously de- contract, tort, strict liability or under scribed, touch the rod to the area re- verify the long term potential integrity any other legal theory, for incidental, quiring additional wax with the rod an- of the sprinkler coatings. Thereafter, indirect,special or consequential dam- annual inspections per NFPA 25 ages, including but not limited to labor Bled downward, and then touch the should suffice; however, instead of in- g g wax stick to the rod approximately specting from the floor level,a random charges, regardless of whether TFBP one-half inch away from the area re- was informed about the possibility of F y r sampling should close-up visual better such damages, and in no event shall quiring retouching. The wax will melt tions should be made, so as to better g and run down onto the sprinkler. determine the exact sprinkler condi- TFBP's liability exceed an amount equal to the sales price. tion and the long term integrity of the corrosion resistant coating, as it may The foregoing warranty is made in lieu be affected by the corrosive conditions any and all other warranties. ex- present. press or implied. including warranties The owner is responsible for the in- 61 merchantability and rilness rui a ar- spection, testing, and maintenance of ticular purpose. their fire protection system and de- This limited warranty sets forth the ex- vices in compliance with this docu- clusive remedy for claims based on ment, as well as with the applicable failure of or defect in products, materi- standards of the National Fire Protec- als or components, whether the claim tion Association (e.g., NFPA 25), in is made in contract, tort, strict liability addition to the standards of any other or any other legal theory. authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. TFP342 Page 5 of 6 Ordering P/N 50 - XXX - X - XXX Procedure A Part Number (P/N) is not specified when ordering sprinklers with thread connections per ISO 7/1. Contact your local distributor for avail- SPRINKLER ability. F1 TEMPERATURE TYPE 1 NATURAL BRASS RATING Sprinkler Assemblies with NPT Thread Connection: 510 UPRIGHT 9 CHROME PLATED 155 155°F/68°C Specify: (specify SIN), 11.2 IE-factor, 3i4"NPT (specify temperature rating), Series (TY5151) 6 WAX COATED 200 200°F/93°C ELO-231B Standard Response(spec- ify Pendent or Upright) Sprinkler with 512 PENDENT 7 LEAD COATED 286 286°F/141°C (specify finish), P/N (specify from Ta- 3/4"NPT ble B). (TY5251) 8 WAX OVER LEAD Sprinkler Wrench: 501 UPRIGHT Specify: W-Type 3 Sprinkler Wrench, 1/2"NPT P/N 56-895-1-001. (TY5851) Wax Sticks: TABLE B (for retouching wrench damaged PRODUCT SYMBOL NUMBER SELECTION wax coating) 11.2 K-FACTOR SERIES ELO-231B Specify: (Specify color) color coded STANDARD RESPONSE UPRIGHT AND PENDENT SPRINKLERS Wax Stick for retouching (specify tem- perature rating)temperature rated Se- ries ELO-231 B Sprinklers, P/N (spec- ify). Red for 155°F............. P/N 56-065-1-155 Blue for 200°F and 286°F................. P/N 56-065-1-286 NOTES Each wax stick is suitable for retouch- ing up to twenty-five sprinklers. The wax used for 286°F sprinklers is the same as for 200°Fsprinklers, and, therefore, the 286°Fsprinkler is limited to the same maximum ceiling tempera- ture as the 200oF sprinkler (i.e., 150°F). Page 6 of 6 TFP342 '[NCO Fire & Building Products Technical Services:Tel: (800)381-9312/ Fax: (800)791-5500 Series TY-FRB -- 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage Y tained when exposed to corrosive at- General mospheres. Although corrosion resis- _- --. tant coated sprinklers have passed the •t� . :description standard corrosion tests of the applk r cable approval agencies,the testing is w; The Tyco® Series TY-FRB, 2.8, 4.2, not representative of all possible cor- 5.6,and 8.0 K-factor,Upright and Pen- rosive atmospheres. Consequently, it dent Sprinklers described in this data is recommended that the end user beif1' sheet are quick response - standard consulted with respect to the suitability ? coverage, decorative 3 mm glass bulb of these coatings for any given corro- ��.• ' type spray sprinklers designed for use sive environment.The effects of ambi- in light or ordinary hazard,commercial ent temperature, concentration of — - 4�Woccupancies such as banks, hotels, chemicals, and gas/chemical velocity, shopping malls, etc. should be considered, as a minimum, The recessed version of the Series along with the corrosive nature of the TY-FRB Pendent Sprinkler, where ap- chemical to which the sprinklers will be plicable, is intended for use in areas exposed. with a finished ceiling. It uses either a An intermediate level versions of the "\ two-piece Style 10 (1/2 inch NPT) or Series TY-FRB Pendent Sprinklers Style 40 (3/4 inch NPT)Recessed Es- are detailed in Technical Data Sheet I cutcheon with 1/2 inch (12,7 mm) of TFP356,and Sprinkler Guards are de- recessed adjustment or up to 3/4 inch tailed in Technical Data Sheet TFP780 j (19,1 mm)of total adjustment from the flush pendent position, or a two-piece WARNINGS Style 20(1/2 inch NPT)or Style 30(3/4 The Series TY-FRB Sprinklers de- - inch NPT) Recessed Escutcheon with scribed herein must be installed and 1/4 inch (6,4 mm) of recessed adjust- maintained in compliance with this ment or up to 1/2 inch (12,7 mm) of document, as well as with the applica- total adjustment from the flush pen- ble standards of the National Fire Pro- dent position. The adjustment pro- tection Association, in addition to the vided by the Recessed Escutcheon re- standards of any other authorities hav- ModellSpr/nkler duces the accuracy to which the fixed ing jurisdiction. Failure to do so may pipe drops to the sprinklers must be impair the performance of these de. Identification cut. vices. Corrosion resistant coatings, where The owner is responsible for,naintain- Numbers applicable, are utilized to extend the ing their fire protection system and de- life of copper alloy sprinklers beyond vices in proper operating condition. TY1131 - Upright 2.8K, 1/2"NPT that which would otherwise be ob- The installing contractor or sprinkler TY1231 - Pendent 2.81K, 1/2"NPT manufacturer should be contacted TY2131 - Upright 4.21K, 1/2"NPT with any questions. TY2231 - Pendent 4.21K, 1/2"NPT IMPORTANT TY3131 - Upright 5.61K, 1/2"NPT Always refer to Technical Data TY3231 - Pendent 5.61K, 1/2"NPT Sheet TFP700 for the "INSTALLER TY4131 - Upright 8.01K, 3/4"NPT WARNING" that provides cautions TY4231 - Pendent 8.0K, 3/4`°NPT with respect to handling and instal- E' TY4831- Upright 8.01K, 1/2"NPT lation of sprinkler systems and com- TY4931- Pendent 8.0K, 1/2"NPT ponents. Improper handling and in- OCT 2 12008 stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail CAA PERMIT CENTER to operate in a fire situation or cause Sub awS oaO co$' it to operate prematurely. Page 1 of 10 AUGUST, 2007 TFP171 Page 2 of 10 TFP171 ESCUTCHEON 7/16"(11,1 mm) STYLE 10 or20 PLATE SEATING NOMINAL RECESSED SSU* SURFACE NPT MAKE-IN ESCUTCHEON DEFLECTOR 7/16" 5 2-1/4" o (11,1 mm) 4 (57,2 mm) NOMINAL MAKE-IN 2 2-3/16" 3 (39,7 mm) WRENCH _ _f (55,6 mm) FLATS 1 7 SS DEFLECTOR" �— 2-7/8"(73,0 mm)DIA. 1/2"NPT f PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1-Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression 7-Bushing orifice seat on frame. Screw FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY1131)AND PENDENT(TY1231)SPRINKLERS 2.8 K-FACTOR, 112 INCH NPT ESCUTCHEON 7/16"(11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED Ssu* SURFACE NPT �MAKE-IN ESCUTCHEON DEFLECTOR 6* 7/16" 5 2-3/16" (11,1 r (55,6 mm) NOMINAL 4 MAKE-IN 1-1/2" I ( 2 —11 2-3/16" P7 5 (38,1 mm WRENCH (55,6 mm) 3 FLATS , SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. 1/2"NPT 1 PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 -Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw FIGURE 2 QUICK.RESPONSE SERIES TY-FRB UPRIGHT(TY2131)AND PENDENT(TY2231)SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT TFP171 Page 3 of 10 ESCUTCHEON 7/16"(11,1 mm) STYLE 10 or 20 PLATE SEATING 1/2„ NOMINAL RECESSED SSU* SURFACE NPT MAKE-IN ESCUTCHEON DEFLECTOR 6* 7/16" 5 2-3/16" (11,1 mm) (55,6 mm) NOMINAL 4 MAKE-IN -� 2-3/16" 2 (38,1 mm) WRENCH (55,6 mm) FLATS � � 3 SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. 1/2"NPT PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 -Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY3131)AND PENDENT(TY3231)SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT ESCUTCHEON 1/2"(12,7 mm) STYLE 30 or 40 PLATE SEATING 3/4" NOMINAL RECESSED SSU* SURFACE MAKE-IN ESCUTCHEON NPT � DEFLECTOR % 6* 1/2" 5 2-5/16" (12,7 mm) (58,7 mm) NOMINAL 4 MAKE-IN 1-9/16" 2-1/4" 2 (39,7 mm) j I WRENCH (57,2 mm) 3 FLATS ' 1 * 73,0 mm DIA. 3/4"'NPT SSP DEFLECTOR 2-7/8"( ) PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 -Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4131)AND PENDENT(TY4231)SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT Page 4 of 10 TFP171 7/16"(11,1 mm) 1/2" NOMINAL SSU* NPT MAKE-IN DEFLECTOR * 6 I '5 2-1/4" 2-3/16" (57,2 mm) �;- (55,6 mm) 4 1-9/16" WRENCH \2 (39,7 mm) FLATS 3 SSP* \ 1 DEFLECTOR CROSS PENDENT UPRIGHT SECTION 1 -Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4831)AND PENDENT(TY4931)SPRINKLERS 8.0 K-FACTOR, 112 INCH NPT Technical Operation Data The glass Bulb contains a fluid which expands when exposed to heat. When Approvals the rated temperature is reached, the UL and C-UL Listed, fluid expands sufficiently to shatter the FM, LPCB, and NYC Approved. glass Bulb, allowing the sprinkler to (Refer to Table A and B for complete activate and water to flow. approval information including corro- sion resistant status.) Design Maximum Working Pressure n RafPr to TahlP C: Oriteria Discharge Coefficient K=2.8 GPM/psi1/2 (40,3 LPM/barli2) The Series TY-FRB Pendent and Up- K=4.2 GPM/psili2 (60,5 LPM/barli2) right Sprinklers are intended for fire K= 5.6 GPM/psili2 (80,6 LPM/barli2) protection systems designed in ac- K=8.0 GPM/psi1/2(115,2 LPM/barli2) cordance with the standard installation rules recognized by the applicable Temperature Ratings Listing or Approval agency (e.g., UL Refer to Table A and B Listing is based on the requirements of Finishes NFPA 13, and FM Approval is based Sprinkler: Refer to Table A and B. on the requirements of FM's Loss Pre- Recessed Escutcheon:White Coated, vention Data Sheets ). Only the Style Chrome Plated, or Brass Plated. 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for Physical Characteristics recessed pendent installations. Y Frame . . . . . . . . . . . Bronze E Button . , , Brass/Copper Sealing Assembly . . . . . . . Beryllium Nickel w/Teflont Bulb . Glass Compression Screw . . . . . Bronze N Deflector . . . . . . . Copper/Bronze Bushing (K=2.8) . . . . . . . Bronze 0 a 0 TFP171 Page 5 of 10 SPRINKLER FINISH(See Note 7) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LIQUID BRASS PLATED POLYESTER 135°F/57°C Orange PENDENT 155°F/68°C Red (TY1231) 1,2,3,5 and 175°F/79*C Yellow UPRIGHT 200°F/93°C Green 2 8 (TY1131) 286°F/141°C Blue 1/2" NPT 135°F/57°C Orange RECESSED PENDENT 155°F/68°C Red (TY1231)* 175°F/79°C Yellow Figure 6 200°F/93°C Green 1,2,5 135°F/57*C Orange RECESSED 155°F/68°C Red PENDENT (TY1231)** 175°F/79°C Yellow Figure 7 200°F/93°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red (TY2231) and 175°F/79°C Yellow UPRIGHT 200°F/93°C Green 4 2 (TY2131) 286°F/141°C Blue 1 2 112" NPT 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT (TY2231)* 175°F/79°C Yellow Figure 8 200°F/93°C Green 135°F/57*C Orange RECESSED 155°F/68*C Red PENDENT (TY2231)** 175°F/79°C Yellow Figure 9 200°F/93*C Green NOTES: 1.Listed by Underwriters Laboratories, Inc.(UL)as Quick Response Sprinklers. 2.Listed by Underwriters Laboratories, Inc.for use in Canada (C-UL)as Quick Re- sponse Sprinklers. 3.Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprin- klers. 5.Approved by the City of New York under MEA 354-01-E. 7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed,the sprin- klers are UL and C-UL Listed as Corrosion Resistant Sprinklers. * Installed with Style 10(1/2"NPT)or Style 40(3/4"NPT)3/4"Total Adjustment Recessed Escutcheon,as applicable. **Installed with Style 20(1/2"NPT)or Style 30(3/4"NPT) 1/2"Total Adjustment Recessed Escutcheon,as applicable. ***Frame and Deflector only. Listings and approvals apply to color(Special Order). N/A:Not Available TABLE A LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K-FACTOR SPRINKLERS Page 6 of 10 TFP171 SPRINKLER FINISH(See Note 8) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LEAD LIQUID BRASS PLATED POLYESTER COATED 135°F/57°C Orange PEND 155°F/68°C Red 1,2,3,4,5,6,7 1,2,3,5 an 175°F/79°C Yellow UPRIGHT 200°F/93°C Green 5 6 (TY3131) 286°F/141°C Blue 1/2" NPT 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1,2,4,5 N/A (TY3231)* 175°F/79°C Yellow Figure 10 200°F/93°C Green 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1,2,3,4,5 N/A (TY3231)** 175°F/79°C Yellow Figure 1l 200°F/93°C Green 135°F/.57°0 Orange PENDENT 155°F/68°C Red TY4231 1,2,5 and 175°F/79°C Yellow 1,2,3,4,5,6,7 UPRIGHT 200°F/93°C Green 8.0 (TY4131) 286°F/141°C Blue 3/4" NPT 135°F/57°C Green RECESSED 155°F/68°C Orange PENDENT 1,2,4,5 N/A (TY4231)* 175°F/79°C Red Figure 12 200°F/93°C Yellow 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1,2,3,4,5 N/A (TY4231)** 175°F/79°C Yellow Figure 13 200°F/93°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red TY4931 8 (1/2" and 175°F/79°C Yellow 1,2,4,5,6 1,2,5 NPT UPRIGHT 200°F/93°C Green (TY4831) 286°F/141°C I Blue NOTES: 1.Listed by Underwriters Laboratories, Inc. (UL)as Quick Response Sprinklers. 2.Listed by Underwriters Laboratories, Inc.for use in Canada (C-UL)as Quick Response Sprinklers. 3.Approved by Factory Mutual Research Corporation (FM)as Quick Response Sprinklers. 4.Approved by the Loss Prevention Certification Board(LPCB Ref. No.007k/04)as Quick Response Sprinklers;however,the LPCB does not rate the thermal sensitivity of recessed sprinklers. 5.Approved by the City of New York under MEA 354-01-E. 6.VdS Approved(For details contact Tyco Fire&Building Products,Enschede, Netherlands,Tel.31-53-428-4444/Fax 31-53-428-3377). 7.Approved by the Loss Prevention Certification Board (LPCB Ref. No.094a/06)as Quick Response Sprinklers. 8.Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers.Where Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. * Installed with Style 10(1/2"NPT)or Style 40(3/4"NPT)3/4"Total Adjustment Recessed Escutcheon,as applicable. Installed with Style 20(1/2"NPT)or Style 30 (3/4"NPT) 1/2"Total Adjustment Recessed Escutcheon, as applicable. ***Frame and Deflector only.Listings and approvals apply to color(Special Order). N/A:Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPRINKLERS TFP171 Page 7 of 10 SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD BRASS PLATED POLYESTER COATED PENDENT(TY3231) and 2.8 UPRIGHT(TY3131) 175 PSI(12,1 BAR) N/A 1/2 RECESSED PENDENT NPT (TY323) PENDENT(TY4231) and 4.2 UPRIGHT(TY4131) 175 PSI(12,1 BAR) N/A 3/4" RECESSED PENDENT NPT (TY4231) PENDENT(TY3231) and 250 PSI(17,2 BAR) 175 PSI(12,1 BAR) 5.6 UPRIGHT(TY3131) OR 1/2 RECESSED PENDENT 175 PSI(12,1 BAR) NPT (TY3231) N/A (SEE NOTE 1) PENDENT(TY4231) and 175 PSI(12,1 BAR) 175 PSI(12,1 BAR) 8.0 UPRIGHT(TY4131) 3/4" RECESSED PENDENT NPT (TY4231) N/A 8.0 PENDENT(TY4931) 1/2" and 175 PSI(12,1 BAR) 175 PSI(12,1 BAR) NPT UPRIGHT(TY4831) NOTES: 1.The maximum working pressure of 250 psi(17,2 bar)only applies to the Listing by Underwriters Laboratories Inc.(UL);the Listing by Underwriters Laboratories,Inc.for use in Canada(C-UL);and,the Approval by the City of New York. TABLE C, MAXIMUM WORKING PRESSURE tained with a torque of 10 to 20 ft.lbs. the sprinkler into the sprinkler fitting. Installation (13,4 to 26,8 Nm). A maximum of 30 Step 3. Tighten the sprinkler into the ft,lbs. (40,7Nm)of torque is to be used sprinkler fitting using only the W-Type The Series TY-FRB Sprinklers must to install sprinklers with 314 NPT con- 6 Sprinkler Wrench (Ref. Figure 14). be installed in accordance with the fol- nections. Higher levels of torque may With reference to Figures 1, 2, 3, 4, lowing instructions: distort the sprinkler inlet and cause and 5,the W-Type 6 Sprinkler Wrench leakage or impairment of the sprinkler. is to be applied to the sprinkler wrench NOTES Go not install any bulb type sprinkler if Do not attempt to make-up for insuffi- flats. the bulb is cracked or there is a loss of cient adjustment in the escutcheon The Series TY-FRB Recessed Pen- liquid from the bulb. With the sprinkler plate by under- or over-tightening the dent Sprinklers must be installed in held horizontally, a small air bubble sprinkler. Readjust the position of the accordance with the following instruc- should be present. The diameterof the sprinkler fitting to suit. tions. air bubble is approximately 1116 inch The Series TY-FRB Pendent and Up- Step A. After installing the Style 10. (1,6 mm) for the 1357157°C to 3132 right Sprinklers must be installed in 20, 30,or40 Mounting Plate,as appli- inch (2,4 mm) for the 286°F1141°C accordance with the following instruc- cable, over the sprinkler threads and temperature ratings. tions. with pipe thread sealant applied to the Aleak tight 112 inch NPTsprinklerjoint Step 1. Pendent sprinklers are to be pipe threads, hand tighten the sprin- should be obtained with a torque of 7 installed in the pendent position, and kler into the sprinkler fitting. to 14 ft./bs. (9,5 to 19,0 Nm). A maxi- upright sprinklers are to be installed in Step B. Tighten the sprinkler into the mum of 21 ft. lbs. (28,5 Nm) of torque the upright position. sprinkler fitting using only the W-Type may be used to install sprinklers with Ste 2. With pipe thread sealant a 7 Recessed Sprinkler Wrench (Ref. 112 NPT connections. A leak tight 314 lied to thepipepthreads, hand tighten Figure 15).With reference to Figure 1, inch NPT sprinkler joint should be ob- p g 2, 3, and 4, the W-Type 7 Recessed Page 8 of 10 TFP171 2-7/8"DIA. 2-7/8"DIA. 5/8t1/4" (73,0 mm) 3/4" 19.1 mm (73,0 mm) 1/2t1/8" 1/2" 12,7 mm (15,9t6,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) (12,7t3,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) FACE OF MOUNTING(57,2 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING , I 1/8" (3,2 mm) (�m) T MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-5/16" 33,3 mm) CLOSURE SERIES 1-5/16" 33,3 mm TY-FRB 13/16"(20,6 mm) T`!FRB 1-1/16"(27,0 mm) FIGURE 6 FIGURE 7 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUST MEN T YYI T H TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 112 INCH NPT 2.8 K-FACTOR, 112 INCH NPT 2-7/8"DIA. 2-7/8"DIA. 5/8t1/4" (13.0 mm) 3/4" 19.1 mm) 1/2t1/8" (73,0 mm) 112" 12,7 mm (15,9t6,4 mm) 1/4"(6,4 mm) (12,7t3,2 mm) 2-1/4"DIA. y_2-1/4"DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57.2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" I 1/8" (3,2 mm) ( m) MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-1/4" 31.8 mm CLOSURE SERIES 1-1/4" 31,8 mm TY-FRB 3/4"(19,1 mm) TY-FRB 1"(25,4 mm) FIGURE 8 FIGURE 9 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWn-PfFCF 112 INCH Tl7TAf An.IIIsTMFNT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 112 INCH NPT 4.2 K-FACTOR, 112 INCH NPT Sprinkler Wrench is to be applied to work on the fire protection system that altered after leaving the factory. Modi- the sprinkler wrench flats. itcontrols,permission to shutdown the fied sprinklers must be replaced. Step C. After the ceiling has been in- affected fire protection system mustbe Sprinklers that have been exposed to stalled or the finish coat has been ap- obtained from the proper authorities corrosive products of combustion, but plied, slide on the Style 10, 20, 30, or and all personnel who maybe affected have not operated,should be replaced 40 Closure over the Series TY-FRB by this action must be notified. if they cannot be completely cleaned Sprinkler and push the Closure over The owner must assure that the sprin- by wiping the sprinkler with a cloth or the Mounting Plate until its flange klers are not used for hanging of any by brushing it with a soft bristle brush. comes in contact with the ceiling. objects; otherwise, non-operation in Care must be exercised to avoid dam- the event ofa fire or inadvertent opera- age to the sprinklers - before, during, tion may result. and after installation. Sprinklers dam- dare anti Absence of an escutcheon, which is aged by dropping, striking, wrench Maintenance used to cover a clearance hole, may twist/slippage, replace aclek any sprinkler r - delay the time to sprinkler operation in P P y The Series TY-FRB Sprinklers must a fire situation. that has a cracked bulb or that has lost P liquid from its bulb. (Ref. Installation be maintained and serviced in accord- Sprinklers that are found to be leaking Section). ance with the following instructions: or exhibiting visible signs of corrosion must replaced. Frequent visual inspections are rec- NOTES ommended to be initially performed for Before closing a fire protection system Automatic sprinklers must never be corrosion resistant coated sprinklers, main control valve for maintenance painted, plated, coated or otherwise after the installation has been com- TFP171 Page 9 of 10 2-7/8"DIA. _2-7/8"DIA. 5/8t1/4" (73,0 mm) 3/4"09,1 mm 1/2t1/8" (73,0 mm) 1/2"(12,7 mm (15,9t6,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) (12,7t3,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING ` 1/8" 1/6" 1 (3,2 mm) ( m) MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-1/4" 31,8 mm) CLOSURE SERIES 1-1/4"(31,8 mm) TY-FRB 3/4"(19,1 mm) TY-FRB 1"(25,4 mm) FIGURE 10 FIGURE 11 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 112 INCH NPT 5.6 K-FACTOR, 112 INCH NPT 2-718"DIA. 2-7/8"DIA. 5/6t1/4" (73,0 mm) 3/4"(19.1 mm) 1/2t1/8„ (73,0 mm) 1/2"(12.7 mm) (15,9t6,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) (12,7t3,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) 57,2 mm) MOUNTING FACE OF (57,2 mm) � MOUNTING FACE OF ( SPRINKLER PLATE SPRINKLER PLATE FITTING 1 8. FITTING 1/8" - (3,2 mm) (3,2 m) I MOUNTINGAA MOUNTING SURFACE SURFACE CLOSURE SERIES 1-5/16"(33,3 mm j CLOSURE SERIES 1-5/16"(33,3 mm) TY-FRB 13/16"(20,6 mm) TY-FRB 1-1116"(27,0 mm) FIGURE 12 FIGURE 13 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 314 INCH NPT 8.0 K-FACTOR, 314 INCH NPT pleted,to verify the integrity of the cor- WRENCH rosion resistant coating. Thereafter, RECESS annual inspections per NFPA 25 should suffice; however, instead of in- WRENCH RECESS specting from the floor level, a random (END':A"USED FOR I� sampling of close-up visual inspec- 1/2"NPT MODELS) tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may WRENCH RECESS PUSH WRENCH be affected by the corrosive conditions (END"B"USED FOR IN TO ENSURE present. 3/4"NPT MODELS) ENGAGEMENT FIGURE 14 WITH SPRINKLER The Owner is responsible for the In- WRENCHINGAREA spection, testing, and maintenance of ii✓--TYPE 6 SPRINKLER their fire protection system and de- WRENCH FIGURE 15 vices in compliance with this docu- W-TYPE 7 RECESSED ment, as well as with the applicable SPRINKLER WRENCH to an standards of the National Fire Protec- er should be contacted relative tion Association (e.g., NFPA 25), in to any questions. addition to the standards of any other It is recommended that automatic Inspection Services and/or national accordance with authorities having jurisdiction. The in- sprinkler systems be inspected, local requirements stalling contractor or sprinkler manu- tested, and maintained by a qualified codes. Page 10 of 10 TFP171 P/N 57 — XXX — X — XXX TEMPERATURE MODEL/SIN RATING SPRINKLER 330 2.8K UPRIGHT(1/2"NPT) TY1131 135 135°F/57°C 331 2.8K PENDENT(1/2"NPT) TY1231 1 NATURAL BRASS 155 155°F/68°C 340 4.2K UPRIGHT(1/2"NPT) TY2131 4 WHITE POLYESTER 175 175°F/79"C 341 4.2K PENDENT(1/2"NPT) TY2231 3 WHITE(RAL9010)* 200 200°F/93°C 370 5.6K UPRIGHT(1/2"NPT) TY3131 9 CHROME PLATED 286 286°F/141°C 371 5.6K PENDENT(1/2"NPT) TY3231 7 LEAD COATED 390 8.OK UPRIGHT(3/4"NPT) TY4131 391 8.OK PENDENT(3/4"NPT) TY4231 *Eastern Hemisphere sales only. 360 8.OK UPRIGHT(1/2"NPT) TY4831* 361 8.OK PENDENT(1/2"NPT) TY4931* TABLE D PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS In no event shall TFBP be liable, in Limited contract, tort, strict liability or under Ordering any other legal theory, for incidental, Warranty indirect,special or consequential dam- Procedure ages, including but not limited to labor Products manufactured by Tyco Fire& charges, regardless of whether TFBP` When placing an order, indicate the Building Products (TFBP) are war- was informed about the possibility of full product name. Refer to the Price ranted solely to the original Buyer for such damages, and in no event shall List for complete listing of Part Num- ten(10)years against defects in mate- TFBP's liability exceed an amount bers. rial and workmanship when paid for equal to the sales price. Contact our local distributor for avail- and properly installed and maintained y under normal use and service. This The foregoing warranty is made ip_Jje_u ability. of any and all other warranties ex- warranty will expire ten (10) years from date of shipment by TFBP. No press or implied, including warranties Sprinkler Assemblies with NPT warranty is given for products or com- of merchantability and fitness for a par- Thread Connections: ponents manufactured by companies ticular purpose. Specify: (Specify Model/SIN), Quick not affiliated by ownership with TFBP This limited warrant sets forth the ex- Response, (specify K-factor), (specify y temperature rating), Series TY-FRS or for products and components which elusive remedy for claims based on (specify Pendent or Upright) Sprinkler have been subject to misuse,improper failure of or defect in products, materi- with(specify type of finish or coating), installation, corrosion, or which have als or components, whether the claim P/N (specify from Table D). not been installed, maintained, modi- is made in contract, tort, strict liability fied or repaired in accordance with ap- or any other legal theory. Recessed Escutcheon: plicable Standards of the National Fire Protection Association, and/or the This warranty will apply to the full ex- Specify: Style (10, 20, 30, or 40) Re- standards of any other Authorities tent permitted by law.The invalidity, in cessed Escutcheon with (specify*)fin- Having Jurisdiction. Materials found whole or part, of any portion of this ish, P/N (specify*). by TFBP to be defective shall be either warranty will not affect the remainder. *Refer to Technical Data Sheet TFP770. repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor Sprinkler Wrench: authorizes any person to assume for it, Specify: W-Type 6 Sprinkler Wrench, any other obligation in connection with P/N 56-000-6-387. the sale of products or parts of prod- ucts.TFBP shall not be responsible for Specify: W-Type 7 Sprinkler Wrench, sprinkler system design errors or inac- P/N 56-850-4-001. curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. I AbbAtare Hangar "A" Drawin_I Date: 10113108 10:58 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Abbatare Hangar "H11 Location: 1'7804 48th Dr. Arlington, WA Drawing Date: Remote Area Number: 1 Contractor: Commercial Fire Protection Inc. Telephone:360-848-9093 PO Box 128 Mt Vernon, WA Designer: kk Calculated By:SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: IIB Occupancy:S-1 Reviewing Authorities:City of Arlington SYSTEM DESIGN Code: 02 NFPA13 Hazard:EH GRP 2 System Type:WET Area of Sprinkler Oper. 2000 sq ft Sprinkler or Nozzle Density (gpm/sq ft) 0 .400 Make: TYCO Area per Sprinkler 94 . 0 sq ft Model: EL0231B Hose Allowance Inside 0 gpm K-Factor:11.20 Hose Allowance Outside 500 gpm Temperature Rating: 286 CALCULATION SUMMARY 21 Flowing Outlets gpm Required: 1468.8 psi Required: 70. 1 @ CITY CONN WATER SUPPLY Water Flow Test Pump Data Date of Test 2008 Rated Capacity 0 gpm Static Pressure 94 . 0 psi I Rated Pressure 0 . 0 psi Residual Pres 20 . 0 psi I Elevation 0 At a Flow of 4000 gpm Make: Elevation 0" Model: Location: - Airport Blvd Source of Information: City of Arlington SYSTEM VOLUME 481 Gallons Notes: RECEIV ED OCT 2 12008 COA PERMIT CENTER i Abbatare Hangar "H" Drawing Date: 10113108 10:58 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 969 56.8 psi 1 6" Grvd 90 Ell 14 ' 120 6. 065 969 0 .5 1 Pipe 6" 10x21 20 ' 120 6.357 969 0 .5 2 6" Grvd 90 Ell 28 ' 120 6 . 065 969 1 .0 Total Loss for TO SYSTEM 2 .0 psi 1 6" Grvd Back Flow Valve Wilkins 1135 CHART LOSS 969 6 .3 Total Loss for THRU RISER 6.3 psi Hydr Ref R1 Required at AT BASE OF RISER 969 65.1 psi 1 Pipe 12" DIx18 Cl 350 68 ' 140 12 .578 969 0 .0 1 1211 MJ Tee 60 ' 120 11. 938 969 0 .1 1 12 Fingd Gate Valve 0 ' 0 11. 938 969 0 .0 1 Pipe 8" DIx18 Cl 350 309 ' 140 12 .578 969 0 .2 3 8" MJ Tee 105 ' 120 8 . 071 969 0 .9 1 Pipe 6" DIx18 Cl 350 203 ' 140 12 .578 969 0 .1 2 6" MJ Tee 60 ' 120 6. 065 969 2 .1 1 6" Fingd Gate Valve 11721U" PIV 3 ' 120 6. 065 969 0 .1 3 6" MJ 90 Ell 42 ' 120 6. 065 969 1.5 Fixed Flow Outside Hose Allow. 500 gpm Total Loss for THRU UNDG 5.1 psi Hydr Ref R2 Required at CITY CONN 1469 70.1 psi Water Source 94. 0 psi static, 20. 0 psi residual @ 4000 gpm 1469 gpm 82.4 psi SAFETY PRESSURE 12.3 psi Available Pressure of 82.4 psi Exceeds Required Pressure of 70.1 psi This is a safety margin of 12 .3 psi or 15 % of Supply Maximum Water Velocity is 29.3 fps Abbatare Hangar "H" Drawing Date: 10113108 10:58 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 .433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) '1.85 / ID'4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q'2/ID'4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi . Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations i Abbatare Hangar "R" Drawing Date: 10113108 10:58 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PS,A%) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 20. 15 11.20 11.4 37. 9 37 .5 0 .40 2 20.77 11.20 11.3 37 . 6 37 .5 0 .40 3 21.40 11.20 11.3 37 . 7 37 .5 0 .40 4 22. 02 11.20 11. 8 38 .4 37 .5 0 .41 5 22. 65 11.20 12 .7 40 . 0 37 .5 0 .43 6 23.27 11.20 14.4 42 . 5 37 .5 0 .45 7 23 .90 11.20 16. 9 46. 0 37 .5 0 .49 8 24.52 11.20 20 .5 50 . 7 37 .5 0 . 54 9 24.52 11.20 32 .4 63 .7 37 .6 0 . 68 10 20. 15 11.20 11.4 37 . 9 37. 6 0 .40 11 20.77 11.20 11.3 37 . 6 37 . 6 0 .40 12 21.40 11.20 11.3 37. 7 37 . 6 0 .40 13 22. 02 11.20 11.8 38 . 5 37 .6 0 .41 14 22.65 11.20 12 . 8 40. 0 37. 6 0 .43 15 23 .27 11.20 14.4 42 . 5 37. 6 0 .45 16 23. 90 11.20 16.9 46. 1 37 . 6 0 .49 17 24. 52 11.20 20 .5 50 .7 37 .6 0 . 54 18 24.52 11.20 32 .4 63 . 8 37 . 6 0 . 68 19 20. 15 11.20 28.4 59. 7 37. 6 0 . 64 20 21.40 11.20 28 .3 59. 6 37 . 6 0 . 63 21 22. 02 11.20 28. 9 60 .2 37 . 6 0 . 64 40 24.52 32 .6 41 24.52 32 .4 42 24. 52 28 .2 43 24.52 32 . 7 44 24. 52 32 .4 45 24.52 28 .2 46 24. 52 37. 1 Al 21. 00 41.4 A2 21. 00 41.5 A3 21. 00 41. 7 A4 21. 00 42 .4 W 3 . 00 56. 8 Max velocity of 29.35 occurs in the pipe from 45 TO 17 i Abbatare Hangar "H" Drawing Date: 10113108 10:59 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) 37.86 2 . 157 7 .54 11.4 11.4 K = 11.20 1 C=120 0 . 00 -0 .3 0. 0 37.86 0 . 013 7.54 0 . 1 11.4 Vel = 3 .36 37 .57 2 . 157 7 .54 11.3 11.3 K = 11.20 2 C=120 0 . 00 -0 .3 0. 0 75 .43 0 . 045 7 .54 0 .3 11.3 Vel = 6.69 37 .69 2 . 157 7.54 11.3 11.3 K = 11.20 3 C=120 0 . 00 -0.3 0. 0 113 .12 0 . 096 7.54 0 .7 11.3 Vel = 10 . 03 38 .43 2 . 157 7. 54 11. 8 11. 8 K = 11.20 4 C=120 0 . 00 -0 .3 0. 0 151.56 0 . 165 7 .54 1.2 11. 8 Vel = 13 .44 39.99 2 . 157 7 .54 12 . 7 12. 7 K = 11.20 5 C=120 0 . 00 -0 .3 0. 0 191.54 0 .254 7 . 54 1. 9 12. 7 Vel = 16. 98 42 .49 2 . 157 7 .54 14.4 14 .4 K = 11.20 6 C=120 0. 00 -0.3 0 . 0 234 .03 0 .368 7.54 2 .8 14.4 Vel = 20.75 46 . 04 2 . 157 7 .54 16. 9 16.9 K = 11.20 7 C=120 0 . 00 -0 .3 0. 0 280 . 07 0 . 513 7.54 3 . 9 16. 9 Vel = 24. 83 50 .70 2 . 157 2F 6. 09 20 .5 20 .5 K = 11.20 8 C=120 4 . 92 -0 . 0 0 . 0 330 .78 0. 698 11 . 01 7. 7 20.5 Vel = 29.33 2 . 635 1T 0 .31 28.2 28 .2 42 C=120 16 .47 0. 0 0 . 0 330 . 78 0 . 263 16 . 79 4.4 28.2 Vel = 19. 65 63 .72 2 . 635 1T 3 .52 32 .6 32 .6 40 C=120 16 .47 1. 5 0 . 0 See PATH 4 394 .49 0 . 365 20 . 00 7 . 3 32 . 6 Vel = 23 .44 6.357 12 . 50 41.4 41.4 Al C=120 0 . 00 0 . 0 0 . 0 394 .49 0 . 005 12 . 50 0 . 1 41.4 Vel = 4 . 03 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Y i I Abba,tare Hangar "H" Drawing Date: 10113108 10:58 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) I 394 .81 6 .357 12 . 50 41. 5 41.5 A2 C=120 0 . 00 0. 0 0.0 See PATH 2 789.31 0 . 018 12 .50 0 .2 41.5 Vel = 8 .06 179.52 6 .357 25. 00 41. 7 41.7 A3 C=120 0 . 00 0 . 0 0 . 0 See PATH 3 968 .82 0 . 026 25. 00 0 . 7 41.7 Vel = 9 . 89 6 .357 3E 122 . 03 42 .4 42.4 A4 C=120 2T 128 .25 7. 8 0. 0 968 .82 0 . 026 250.28 6.6 42 .4 Vel = 9 .89 W 968 .82 56 . 8 K = 128 . 56 PATH 2 FROM HYDRAULIC REFERENCE 10 TO A2 37 .89 2 . 157 7.54 11 .4 11.4 K = 11.20 10 C=120 0 . 00 -0 .3 0.0 37 .89 0 . 013 7. 54 0 . 1 11.4 Vel = 3 .36 37 .60 2 . 157 7. 54 11. 3 11.3 K - 11 .20 11 C=120 0. 00 -0 . 3 0.0 75 .49 0 . 045 7. 54 0 . 3 11.3 Vel = 6 .69 37 .72 2 . 157 7.54 11 . 3 11.3 K = 11 .20 12 C=120 0 . 00 -0 . 3 0 . 0 113 .21 0 . 096 7. 54 0 . 7 11.3 Vel - 10 .04 38 .46 2 . 157 7 .54 11 . 8 11. 8 K = 11 .20 13 C=120 0. 00 -0 .3 0.0 151.67 0 . 165 7. 54 1 .2 11.8 Vel = 13 .45 40 .02 2 . 157 7 .54 12 . 8 12.8 K = 11 .20 14 C=120 0. 00 -0 . 3 0.0 191.69 0 .254 7. 54 1. 9 12 . 8 Vel = 17 . 00 42 .52 2 . 157 7.54 14 .4 14.4 K = 11 .20 15 C=120 0. 00 -0 .3 0. 0 234 .22 0 .369 7. 54 2 . 8 14 .4 Vel = 20 .77 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ,� W 'i I T I Abba•tare Hangar "H" Drawing Date: 10113108 10:58 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 10 TO A2 CONTINUED 46.08 2 . 157 7.54 16.9 16. 9 K = 11.20 16 C=120 0 . 00 -0 .3 0 . 0 280 .30 0 . 514 7 .54 3 . 9 16 . 9 Vol = 24 .85 50 .75 2 . 157 2F 6. 09 20 .5 20 .5 K = 11.20 17 C=120 4. 92 0 . 0 0 . 0 331.04 0 . 699 11. 01 7.7 20 . 5 Vol = 29.35 2 .635 1T 0 .31 28.2 28 .2 45 C=120 16.47 0.0 0 . 0 331. 04 0 .264 16. 79 4.4 28 .2 Vel = 19.67 63 .77 2 .635 1T 3 .52 32.7 32 .7 43 C=120 16 .47 1.5 0 . 0 See PATH 5 394 .81 0 .365 20 . 00 7.3 32 . 7 Vol = 23 .46 A2 394 .81 41.5 K = 61.29 PATH 3 FROM HYDRAULIC REFERENCE 19 TO A3 59 .72 2 . 157 15. 08 28 .4 28 .4 K = 11.20 19 C=120 0. 00 -0 .5 0 . 0 59 .72 0 . 029 15. 08 0 .4 28 .4 Vol = 5.30 59.62 2 . 157 7. 54 28 .3 28 .3 K = 11.20 20 C=120 0 . 00 -0 .3 0 . 0 119.35 0 . 106 7 . 54 0. 8 28 .3 Vel = 10.58 60 . 17 2 . 157 2F 36 . 25 28 .9 28 . 9 K = 11.20 21 C=120 4 . 92 -1.1 0 . 0 179.52 0 .225 41. 18 9.3 28 . 9 Vol = 15.92 2 . 635 2T 3 . 83 37 . 1 37. 1 46 C=120 32 . 95 1. 5 0. 0 179 .52 0 . 085 36. 78 3 . 1 37 . 1 Vol = 10.67 A3 179 .52 41. 7 K = 27 .79 PATH 4 FROM HYDRAULIC REFERENCE 9 TO 40 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Abbatare Hangar "H" Drawing Date: 10113108 10:58 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 9 TO 40 CONTINUED 63 .72 2 . 157 0 .83 32 .4 32 .4 K = 11.20 9 C=120 0.00 0. 0 0 .0 63 . 72 0 . 033 0 . 83 0. 0 32 .4 Vel = 5.65 2 .635 1T 0 .31 32 .4 32 .4 41 C=120 16.47 0. 0 0 . 0 63 .72 0 . 013 16.79 0.2 32 .4 Vel = 3 .79 40 63 . 72 32 . 6 K = 11.16 PATH 5 FROM HYDRAULIC REFERENCE 16 TO 43 63 .77 2 . 157 0 . 83 32 . 4 32 .4 K = 11.20 18 C=120 0 . 00 0 . 0 0 . 0 63 .77 0 . 033 0.83 0 . 0 32 .4 Vel = 5.65 2 .635 1T 0 .31 32 .4 32 .4 44 C=120 16.47 0 . 0 0. 0 63 .77 0 . 013 16. 79 0 . 2 32 .4 Vel = 3 .79 43 63 .77 32 . 7 K = 11. 16 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) +r t f � r 0 Ln co r mI U) 0 L E O O EE O N a 0- O r 0)0) In O Oo LO U fq 7 C 0 O E E .- u' (n 0- a U) rn o Q C) O)Q d r r0) 0)CMf- � O1010 � ti �I in -* - - � 4) I o 0 Ua � � + � a) � EEaW o U) C (D 0 0 >, >,m (D rn dcnc/) 0Z: _ E — c 'U) C� 0- 0- 0) 000 CD N CD C=) O ti N to > U d co o o ii 0 o a 7 N '- O U -0 a O u) 3 v c0 c�° oOOo cAOfLLO -j 2 0 in co r — ca = r � 0 a C U i a o CEO M -0000 .5 E ti N — — ara � d N O 000 C O O � N r r r �1 Abbatare Hangar 'IH" Drawing Date: 10113108 10:58 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Abbatare Hangar o'H" Location: 17804 48th Dr. Arlington, WA Drawing Date: Remote Area Number: 2 Contractor: Commercial Fire Protection Inc. Telephone:360-848-9093 PO Box 128 Mt Vernon, WA Designer: kk Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: IIB Occupancy:S-1 Reviewing Authorities:City of Arlington SYSTEM DESIGN Code: 02 NFPA 13 Hazard:LH System Type:WET Area of Sprinkler Oper. 670 sq fti Sprinkler or Nozzle Density (gpm/sq ft) 0 . 100 I Make: TYCO Area per Sprinkler 219 . 0 sq ftj Model: TY-FRB Hose Allowance Inside 0 gpm I K-Factor: 5.60 Hose Allowance Outside 100 gpm If Temperature Rating: 155 CALCULATION SUMMARY 5 Flowing Outlets gpm Required: 225.3 psi Required: 67 .7 @ CITY CONN WATER SUPPLY Water Flow Test Pump Data Date of Test 2008 Rated Capacity 0 gpm Static Pressure 94 . 0 psi I Rated Pressure 0 . 0 psi Residual Pres 20 . 0 psi Elevation 0 At a Flow of 4000 gpm I Make: Elevation 0" Model : Location: Airport Blvd Source of Information: City of Arlington SYSTEM VOLUME 481 Gallons Notes: ' ECEIVED OCT 21 2008 A PERMIT CENTER I :, I Abbatare Hangar "H" Drawing Date: 10113108 10:58 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 125 59.1 psi 1 6" Grvd 90 Ell 14 ' 120 6 . 065 125 0. 0 1 Pipe 6" 10x21 20 ' 120 6.357 125 0. 0 2 6" Grvd 90 Ell 28 ' 120 6. 065 125 0. 0 Total Loss for TO SYSTEM 0.0 psi 1 6" Grvd Back Flow Valve Wilkins 1135 CHART LOSS 125 8. 5 Total Loss for THRU RISER 8.5 psi Hydr Ref R1 Required at AT BASE OF RISER 125 67.6 psi 1 Pipe 12" DIx18 Cl 350 68 ' 140 12 .578 125 0. 0 1 12" MJ Tee 60 ' 120 11. 938 125 0. 0 1 12 Fingd Gate Valve 0 ' 0 11. 938 125 0. 0 1 Pipe 8" DIx18 Cl 350 309 ' 140 12 .578 125 0 . 0 3 8" MJ Tee 105 ' 120 8 . 071 125 0. 0 1 Pipe 6" DIx18 Cl 350 203 ' 140 12 .578 125 0. 0 2 6" MJ Tee 60 ' 120 6. 065 125 0. 0 1 6" Fingd Gate Valve 11721U" PIV 3 ' 120 6. 065 125 0. 0 3 6" MJ 90 Ell 42 ' 120 6 . 065 125 0. 0 Fixed Flow Outside Hose Allow. 100 gpm Total Loss for THRU UNDG 0.1 psi Hydr Ref R2 Required at CITY CONN 225 67.7 psi Water Source 94 . 0 psi static, 20 . 0 psi residual @ 4000 gpm 225 gpm 93.6 psi SAFETY PRESSURE 25.9 psi Available Pressure of 93 .6 psi Exceeds Required Pressure of 67.7 psi This is a safety margin of 25.9 psi or 28 % of Supply Maximum Water Velocity is 19. 9 fps '� i Abbatare Aangar 'CFI" Drawing Date: 10113108 10:58 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNGIS) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 .433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) A1.85 / IDA4.87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q'2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi. Pressures are listed to 0 . 1 psi. Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations - - - - - - - - - - 1 Abbatare Hangar "n" Drawing Date: 10113108 10:58 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSIA3A) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 28 8 . 50 15.5 28S 8 . 00 5. 60 15.3 21. 9 21. 9 0 . 10 29 8. 50 17. 8 29S 8. 00 5. 60 17. 1 23 . 1 21. 9 0 . 11 30 8.50 21.5 30S 8 . 00 5.60 21.2 25 . 8 14. 8 0 . 18 31 8.50 23 .2 31S 8. 00 5. 60 22 . 9 26.8 14 .8 0 . 62 32 8.50 24 .8 32S 8. 00 5. 60 24 .4 27. 6 14.8 0 . 63 47 24.52 48 . 0 48 21. 86 44 . 1 49 8. 50 26.4 50 8.50 25 .4 51 8.50 23 . 9 A4 21. 00 51. 1 W 3 . 00 59. 1 Max velocity of 19. 93 occurs in the pipe from 48 TO 49 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. V 1 i Abbatare Hangar "A" Drawing Date: 10113108 10:58 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 28 TO W (PRIMARY PATH) 21 .90 1. 049 lE 0 . 50 15 .3 15 .3 K = 5 .60 28S C=120 2 . 00 -0 .2 0 . 0 21 .90 0 . 154 2 . 50 0 .4 15 .3 Vel = 8 .21 1 . 049 15 . 00 15.5 15 .5 EqK = 5 .57 28 C=120 0 . 00 0.0 0 . 0 21 .90 0 . 154 15 . 00 2.3 15 .5 Vel = 8 .21 23 .12 1 . 049 1T 5 .46 17.8 17 . 8 EqK = 5.49 29 C=120 5 . 00 0 . 0 0 . 0 45 .02 0 . 584 10 .46 6. 1 17 . 8 Vel = 16 .88 25 .81 1. 610 9.31 23.9 23 . 9 51 C=120 0 . 00 0.0 0 . 0 See PATH 2 70 .83 0 . 168 9 . 31 1.6 23 . 9 Vel = 11.27 26 .77 1. 610 3 . 05 25 .4 25 .4 50 C=120 0 . 00 0 . 0 0 . 0 See PATH 3 97 .60 0 . 303 3 . 05 0 .9 25 .4 Vel = 15.53 27 .65 1. 610 4E 24 . 97 26.4 26 .4 49 C=120 1T 24 . 00 -5 . 8 0 . 0 See PATH 4 125 .25 0 . 481 48 . 97 23 .6 26 .4 Vel = 19.93 2 . 157 2F 38 . 21 44 . 1 44 . 1 48 C=120 4 . 92 -1.2 0 . 0 125 .25 0 . 116 43 . 13 5 . 0 44 . 1 Vel = 11.10 2 . 635 2T 3 . 83 48 . 0 48 . 0 47 C=120 32 . 95 1. 5 0 . 0 125 .25 0 . 044 36 . 78 1. 6 48 . 0 Vel = 7.44 6 . 357 3E 122 . 03 51.1 51 . 1 A4 C=120 2T 128 . 25 7 .8 0 . 0 125 .25 0 . 001 250 .28 0 .2 51. 1 Vel = 1.28 W 125 .25 59 . 1 K = 16.30 UNITS DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) n �j I Abbatare Hangar "Ell Drawing Date: 10113108 10:58 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF 11C11 TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 23 .12 1. 049 1T 0 . 50 17 . 1 17 . 1 K = 5.60 29S C=120 5 . 00 -0 .2 0 . 0 23 .12 0 .170 5 .50 0 . 9 17 . 1 Vel = 8 . 67 29 23 .12 17 . 8 K = 5.49 PATH 2 FROM HYDRAULIC REFERENCE 30 TO 51 25.81 1. 049 lE 0 . 50 21 .2 21 .2 K = 5.60 30S C=120 2 . 00 -0 . 2 0 . 0 25 .81 0 .209 2 .50 0 . 5 21.2 Vel = 9.67 1. 049 lE 9.18 21.5 21. 5 EqK = 5.56 30 C=120 2.00 0 . 0 0. 0 25 .81 0 .209 11. 18 2 .3 21.5 Vel = 9.67 51 25 . 81 23 . 9 K = 5.28 PATH 3 FROM HYDRAULIC REFERENCE 31 TO 50 26 .77 1. 049 lE 0 .50 22 . 9 22 . 9 K = 5.60 31S C=120 2 . 00 -0 .2 0 . 0 26 .77 0 .223 2 .50 0 . 6 22 . 9 Vel = 10. 04 1 . 049 1T 5 . 06 23 .2 23 .2 EqK = 5.56 31 C=120 5. 00 0. 0 0 . 0 26 . 77 0 .223 10 .06 2 .2 23 .2 Vel = 10. 04 50 26 . 77 25 .4 K = 5.31 PATH 4 FROM HYDRAULIC REFERENCE 32 TO 49 27 . 65 1. 049 lE 0.50 24 .4 24 .4 K = 5. 60 32S C=120 2 . 00 -0 . 2 0 . 0 27 . 65 0 .237 2 .50 0 . 6 24 .4 Vel = 10.36 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i Abbatare Hangar "H" Drawing Date: 10113108 10:58 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 32 TO 49 CONTINUED 1. 049 1T 1 . 80 24 . 8 24 . 8 EqK = 5.56 32 C=120 5. 00 0 . 0 0 . 0 27 .65 0 .237 6.80 1 . 6 24.8 Vel = 10.36 49 27 .65 26 .4 K = 5.38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) V LO O LO E E O as m0) 00 0 T ai cn :3 c0 O _ E Lo U) a a cn cn arn0) aa C- f� LOLAO) N C~OTNNN in cOn O = N_> LLL L =3 E EauJ O fn n 4-- Cl)a_ U) f) _ N cn a aam O O O CDNC N N cn L _> cn L N _ O O " O a 7 N •— I I I I 1 O 1p '6 U Q N to U cu p p p p O cq (if LLOJ L E . 0- Q) L O Lo (B N T c: ❑ Q (0 co :c O mco C _u� O " .;t0 acu fB0 O) O N C cuC) E N Q T Q N N O CC) co N T T T i HUN3011W83d d00 14011VIAV 800Z 6 S 4A G3A1303 U r ►- _ - ��'�LF-- -_ it - 1 � I 6961 GOUTS 011lePI `IIaMPi'e:D Arilldigoo 7mals ANVdWO- 'I3.US W v d uzoo•uza;sdsbuiPltnquotlatnE•n uvuv� 1081-tst-803-1 :XE3 0081-tgt-809-1 :auoud 90968 ouEPI`jiaPAPiaO 089 X09'O'd AHUd 403 1331S 14 19 H -T-. Ag paingtzlsi(j aHvaysoo 73a.Ls vq'e -Isanbaa uodn suotja3t;gads Buipltnq leak p12gH ❑ (lauolido) loop Butllo}3 ❑ (lauozldo) loop ButptlS (jnuotldo) loop 313DIS ❑ (lauozldo) coop plo;-Yq (jnuotldo) uoi;alnsul CT'-'::blQozjdo) sum aotldda ljann aoi lauad mopmjs lainpaiztlaaa ivaB9j3 suoxlmulddn llim apes lsoua uo ealunannB juund aaaA SZ ❑ slaund leafs ajjsuaj xlBzxl •aB gZ lataaauuzuoO uBzsep umpeae pax;lldxzuzS - sButenaa(l —1 aaauzBua lauozsse;old peaalsiBea Aq uoiInai jaao uBisep zelndxuoo ❑ apnl:)uz suualsAs Buxplinq uoulnimi s3jeem V Aleptuuxoadda AiGAtlap lnuxaoN M speau of;gads anoA io; Alloaxa peuBzsap uzolsno swelsAs Buzppnq uot}nzAID „p9a99uxBue-aid„ ajaldwoo S3�IA2I3S BRACING REACTIONS,PANEL SHEAR RIGID FRAME: BASIC COLUMN REACTIONS(k) t Reactions(k) Panel Frame Column --Dead-- -Collateral- -Live- -Snow- -Wind-Li- -Wind R1- -Wen- Col -Wind- -Seismic- Shear Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Lac Line Line Horz Vert Horz Vert (Ib/ft) 1' E 1.45 4.52 0.37 1.08 243 7.19 128 3.77 -2.68 -4.91 0.69 -2.56 COLUMN LINE 1' A -1.4B 4.54 -0.37 1.0B -2.49 722 -1.31 3.79 -0.69 -2.56 2.6B -4.91 L EW 1 Rigid Frame At Endwall 1` C 0.03 1043 0.00 2.56 0.05 17.03 0.03 8.94 •0.02 -8.47 0.02 -B.47 r F_SW A 12 3.9 3.1 5.1 4.1 Frame Column -Wind L2- -Wind_R2- -LnWind_1- -LnWind_2- •Seismic_L- -Seismic_R- 4,5 3.9 3.1 5.1 4A Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert R EW 5 Rigid Frame Al Endwall 1' E -2.81 -2.89 0.5B -0.53 -0.14 -7.92 -0.41 -6.19 -2.D1 -0.66 1.99 0.66 B SW E 5.4 3.9 3.1 51 4.1 1' A -0.5B -0.53 2.81 -2 89 0.41 -6.19 0.14 -7.92 -1.99 0.66 2.D1 -0.66 2,1 3.9 3.1 5.1 4.1 1' C -0.01 -4.44 0.01 -4 44 0.03 -B.17 -0.03 -B.17 0.00 0.00 0.00 O.DD Frame Column -LnSeis- -F1UN6 SL1- -F1UNB-SL2- -EVEN SN 27- ANCHOR BOLT SUMMARY Line Line Horiz Vert Holtz - Vert Horiz Vert Horiz - Vert 1' E 0.01) -5.27 0.96 0.89 0.88 421 3.35 9.80 1' A 0.00 -527 -0.88 421 -0.96 0.89 -3.35 9.B0 H Total Bend 1' C DOD 0.00 -0.05 8.42 0.05 B 42 0.00 23.16 +� V V Ont Loc Dia Len Len Proj Frame Column -Dead- -Collateral- -Live- -Snow.- -Wind_L7- -Wind_Ri- FRAME LINE (in) (in) (in) (in) Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert - - - - - - 2' E 525 6.52 4.37 4.51 28.95 29.97 1521 15.73 -1724 -17.45 -10.76 -12.94 O 24 EW 3/4" 16.OD 4.00 2.OD 2' A -5.25 6.53 -4.37 4.52 -28.95 30.03 -1521 15.77 10.76 -12.94 1724 -17.4B O 24 RF 314" 16.00 4.00 2.00 0 36 RF 1 1/8" 22.00 8.00 2.00 Frame Column -Wind L2- -Wind_R2- -LnWind_1- -LnWind_2- -Seismic L- -Seismic-R- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2' E -11.69 -9.77 -522 -5.23 -11.93 -20.03 -12.51 -16.73 -3.05 -0.94 3.05 0.94 RIGID FRAME: MAXIMUM CAL COMPONENT OF BRACING I BASE S INCLUDED IN VERTICAL REACTIONS. 2' A 522 523 11.69 9.77 12.51 16.73 11.93 20.03 3.05 0.94 3.05 0.94 THE-Column Reactions(k)-- - Frame Column -LnSeis- -F2UNB_SL 1- -F2UNB_SL 2- -EVEN_SN_27- Firm Col Load Hmax V Load Hmin V Anc.Bolt Base Plate(in) Grout Line Line Horiz Vert Horiz Vert Hartz Vert Horiz Vert Line Line Id H Vmax Id H Vmin No D(in) Wid Len Thk (in) - 2' E 0.00 -5.27 13.72 9.72 13.67 1611 39.31 40.77 2' A 0.00 -5.27 -13.67 16.11 -13.72 9.72 -39.31 40.77 1 E 9 5.1 15.4 3 0. -02 4 0.750 6.000 6.5D7 0.500 0.0 5 0.77 -52 1. Frame lines: 1 5 1• A 4 1.9 -02 9 -52 15.5 4 0.750 6.000 8.501 0.500 0.0 2' Frame lines: 2 3 4 9 -5.2 15.5 6 -0.7 -5.2 ENDWALL COLUMN: REACTIONS1• C B 02 214 7 -02 21.4 4 0.750 6.000 12.0D 0.500 0.0 ce ve 9 0.1 362 1 C.D -22 Firm Col Dead Wind_P Wind_S Line Line Vert Horz Horz i' Frame lines: 1 5 1 D 1.07 -3.68 4.02 A t 1 C 1.9D -6.01 8.71 RIGID FRAME: MAXIMUM REACTIONS,ANCHOR BOLTS, &BASE PLATES COM � U 1 B 1.07 -3.6B 4.02 THE VERTICAL COMPONENT OF BRACING REACTION IS INCLUDED IN VERTICAL REACTIONS. �7 / 5 B 1.07 -3.68 4.02 - - -Column Reactions(k)-- - ,94fi iCE 5 C 1.9D -6.01 8.71 Fran Col Load Hmax V Load Hrrin V Anc-Bolt Base Plate(in) I �r /VI C 5 D 1.07 -3.6B 4.02 Line Line id H Vmax Id H Vmtn No D(m) Wid Len Thk (in) (JL O' n 2' E 9 48.9 51.8 1 -14.1 -13.6 6 1.125 8.000 13.0 0.500 0.0 ENDWALL COLUMN: MAXIMUM REACTIONS,ANCHOR BOLTS, &BASE PLATES 5 -9.8 -16.1 2' A 2 14.1 -13.6 9 -48.9 51.9 6 1.125 8.000 13.08 0.500 0.D 9 -48.9 51.9 6 8.8 -16.1 -Column Reactions(k - Firm Col Load Hrnax V Load Hmin V Anc.Bolt Base Plate(in) Grout 2' Frame lines: 2 3 4 Line Line Id H Vmax Id H Vain No D(in) Wid Len Thk (in) 1 ZOOS !( 1 D 1 NOTES FOR REACTIONS MAY 0 4.0 0.6 11 -3.7 0.6 4 0.750 8.000 8.000 0.375 0.D r ii u"7 D.8 1.2 1. All loadinh conditions are examined and only maxtmumlminimum 12 v 1 H or and the corresponding H or V are reported- C 10 0 12 B.8.3 2.1 1.1 11 -8.0 1.1 4 0.750 6.000 825D 0.375 D.0 2. Positive reactions are as shown in the sketch. Foundation loads are in opposite directions. 1 Ili( 1 B 10 4.0 0.6 11 -3.7 C.6 4 0.750 8.000 8.0DD 0.375 0.0 3. Bracing reactions are in the plane of the brace with the H pointing away 12 -06 12 .F:' `, -:•� 5 B 1 D 4.00.6 11 3.7 0.6 4 0.750 B.ODO 6.00D 0.375 O.D from the braced bay. The vertical reaction is downward. 12 -0.8 12 4. Building reactions are based on the following building data: @� 5 C 10 6.7 1.1 11 B.D 1.1 4 0.750 8.000 8.250 0.375 0.0 Width(R) = 120.0 12 1.3 2.1 Length(ft) = 100.0 5 D 10 4.0 0.6 11 •3.7 0.6 4 0.750 8.000 8.00D 0.375 0.0 RoofEave Heigh(ft) = 21.0/2.0 Roos Slope(rise/12) = 1.0/ 10 12 -0.8 12 Dead Load(psf ) = 1.61- Collateral Load(psi ) = 3.0 Pf=0.7 Ce Ct I Fig Live Load(psf ) = 20.0 \ 2 775 �V Min.Uniform Root Snow Load(psf) = 27.0 Ce = 1 Ground Snow Load(psf)(Pg) = 15.0 Roof Snow Load(psi)(Pf) = 10.5 Ct =1 = Wind Spend(mph B5.D) t•(�,. I = 1 Wind Code = IBC 06 Fig =15.0 PSF �ertd/Deen = 1C00 R Pf = 10.5 PSF IS 1.00 UNBALANCED LOAD=24.3 PSF Importance Seismic = D Seismic Coeff Fa`Ss = 1.17 ' 5. Loading conditions are: 1 0.60DL+WLt 2 0.60DL+WR1 3 0.60DL+Wl2 4 0.60DL+WR2 5 0.6DDL+LnWnd1 6 D.BODL+LnWnd2 R&M STEEL COMPANY DL+C 7 DL+ L+FIUN6 SL1 B DL+CL+FIUNB_SL2 P.0 RUM 03 9 DL+CL+EVEN SN 27IT Caldwell,Idaho sos 208-054-180D Pm 2DM5f-7Eo1 10 0.60DL+WR1+WS 11 0.60DL+WP+LnWndl SCALE. t ARLING ReVIStoN 12 1.11DL+1.11CL-0.70SeisL DA-M 7rz5im ARNGTON,WA PRAWN BY ABBATARE, INC. DLP DRAWING NJMe n HANGAR r �j Q Dia= 3/4' Dia= 314" 6" Dia= 3/4' 100'-3 1 " OUT-TO-OUT OF CONCRETE 22 o I o CD 25'-1112" 25'-0" 25'-0" 25'-1112" 0 0 ", N < r1 010 N I o 0 1 1'-3" 23'-10112" 21'-0" ih 1'-0' 1'-0 21'-0" 23'-10 1/2" _ _1' 3" C� 1 J m - i — - 4'-10 112"4'-10 112" o DIN 1 1/z" 111T 11/r ¢ o ° i y o O o o °p� 1 11r 1 trr N SW 1'3` 1 1/2- 1'-1 1/2' w J 1 112" 1 1/2" 1 1/2"'1 112" o 0 0 1 112" 1 1/2" 0 1 1/2"' 1 112" 1/2" 1 112" DETAIL E DETAIL C DETAIL A Mq y 2 f� E _ t fX-Bracing,+ fi X-Bracing �I'f 3/4' BOLTS Dia= 11/B" a Dia= E P 1'-5 1/2" N o o N C a T o ° o ° 1'-5 1/2" 1-1/2' S' RM�� 000 0 . Dili . . m c c p - - p — C �M D Z� _ 0. I a try -J His 0 a m m r a^ 3/8' x 8' x 8' BASE I(' See Plan Sw w (8-REOJ CANOPY COLUMN BASE PLATES DETAIL D DETAIL B p 1? 'j? m? 1-1/2"x 0' T OF CONCRETE a a 1-112" OUT OF STEEL Lo PANEL 0'-2"PROJECTION MIN. NOTCH SHEAR ANGLE AS REQ. w HOOK BAR OR TIE ROD � t _ U o GRADE O `= E o c E B �' �_► _ U 0 o a� o 0 T CV ❑ _ O v ° oo o p oF�o3" 0 LL LL L I I f L CANOPY COLUMN SECTION DETAIL A-A OUT OF `r N CONCRETE LINE BIFDLD DOOR F, i 9 _ `P BIFOLD DOOR SEAL n wn ,n o STEEL LINE -- LO EXTEND CONCRETE 17MAY 13 u'3 +n OUTSIDE OF BUILDING, -• {.• SLOPE 1/4' PER FOOT ' i;=•; MINIMUM FOR DRAINAGE. A C � D i` D D Z! C 0 0 TO ASSURE PROPER DOOR SEAL 'Z': B o o — r o 0 0 o B EXTEND CONCRETE ADDITIONAL 12' " o o T a = 1'-5 1/2 E i `' = f 1'-5 112' PAST OUT OF CONCRETE LINE Q GRID 10805 I r GCG';1�F - r GIST A T A X Bracing 0 0 0 00 o ,IX-Bracing 1 112 1 112" 1 112"1 112" I 1 112" 1 112" 1 1/2'1 112" 1 112''I 1/2" OUT F CONCRET = ` o 0 0 0 OUT OF STEEL 1-1/2"x 0'-2"PROJECTION MIN. ��--• - ^� ;;�a.= 1-1/2" JTEAR PANEL ANGLE AS REQ. - `f ; ='4'-10 1/2"4'-1 1/ " NOTCH OOK BAR OR TIE ROD I R$M STEEL COMPANY 6 No onFRAME LIKE BD 1'-3" 23'-10 112" 21'-0" q 1'-0 1'-0"0 . �' U.o OWBox 83 21 0" 23'-10 1/2° 1' 3" tl 1 C4-180,IFu M54- DIMENSIONS 7 .� if�_ 208-05�18DD F�206-059 1BD7 25'-1 1/2" 25'-0" 25'-0" 25'-1 112" .I T. .- -: .:...............;. .: scaF. JOB LOCATION aEvisioN 1 d O 4 5 — ANTE T25M7 ARLINGTON,WA OPAWN BY ANCHOR BOLT PLAN GRADE ABBATARE, INC. DLP _ - - Drtn,viNG rrJN�ca. NOTE:All Base Plates @ 100'-0"(U.N.) 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APPROVED BY: I _ LOCATION: ARLINGTON WASHINGTON Sti yc/2FFR � � DATE: SCALE: i 6 SHOWN AS ' 345 North Man UStreetEBrigham neerlCity,Utah 84302 (435)S734- 00 Fox(4335)Des'7734-9519 CONTRACTOR:-