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Permit M11-175 - IRON MOUNTAIN
IRON MOUNTAIN 3225 S 116 ST Mi 1 -175 City oirukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 0923049066 Address: 3225 S 116 ST TUKW Project Name: IRON MOUNTAIN Permit Number: M11 -175 Issue Date: 02/10/2012 Permit Expires On: 08/08/2012 Owner: Name: EPROPERTY TAX INC DEPT 207 Address: PO BOX 4900 , SCOTTSDALE AZ 85261 Contact Person: Name: Address: Email: Contractor: Name: Address: Contractor PHILL SUMNER 2283 COLE ST , ENUMCLAW WA 98022 PHILL @STAGEPLAN.COM STAGEPLAN INC, THE 1101 BATTERSBY AVE , ENUMCLAW WA 98022 License No: STAGEI *026RG Phone: 206 - 396 -6080 Phone: 260 - 825 -2428 Expiration Date: 11/28/2013 DESCRIPTION OF WORK: INSTALL OWNER SUPPLIED PAPER SHREDDER SYSTEM TO INCLUDE MATERIAL HANDLING HOPPERS, CONVEYORS, MECHANICAL SHREDDING EQIPMENT, SEPARATION EQUIPMENT AND BALING EQUIPMENT. INSTALL DUST COLLECTION EQUIPMENT INCLUDING HOODS, DUCT, 1 BLOWER, 1 BAGHOUSE AND ALL ACCESS EQUIPMENT /STRUCTURES. ALL IN ACCORDANCE WITH THE MANUFACTURER. Value of Mechanical: $92,000.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: International Mechanical Code Edition: $1,227.56 2009 L)Ji LO:Jtn. `I 1 �-�^ Date: )--10— 12 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am auth. = ed to sign and obtain this mechanical permit and agree to the conditions on the back of this permit. Signature: Print Name: Date: / /d /c This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M11-175 Printed: 02 -10 -2012 • • PERMIT CONDITIONS Permit No. M 11 -175 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: The Flamex spark detection/extinguishing system shall be installed per the Flamex Installation & Application Manual. 16: The Flamex spark detection/extiguishing system shall be tested and commisioned by a Flamex Technician and witnessed by the Tukwila Fire Dept. 17: All new fire alarm systems or modifications to existing systems shall have the written approval. of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) (A FIRE ALARM PERMIT MUST BE OBTAINED FOR THE INSTALLATION OF THE FLAMEX SYSTEM.) 18: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). (A FIRE SPRINKLER PERMIT MUST BE OBTAINED FOR INSTALLATION OF THE SPRINKLERS AT THE SHREDDERS, BALER HOPPER, AND DUST COLLECTOR.) doc: IMC -4/10 M11-175 Printed: 02 -10 -2012 19: The total number of fire extingu-rs required for an extra hazard occupancy lass A fire hazards is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 20: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 21: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 22: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 23: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IMC -4/10 M11-175 Printed: 02 -10 -2012 CITY OF TU%Wl Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov • Mechanical Permit No. �( k 7 5- Project No. Date Application Accepted: [ .� ( 1 Date Application Expires: (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** SITE LOCATION King Co Assessor's Tax No.: Site Address: 3225 S 116th St Suite Number: 133 Floor: Tenant Name: Iron Mountain PROPERTY OWNER Name: %lEf!Allier; A I'L jr 6(P /•A Address: 3 2z-5 5 ( /,c 7i x`33 City: /I ; /a State:1,'a Zip:q /`f CONTACT PERSON — person receiving all project communication Name: Phi11 Sumner Address: 2283 Cole St Address: 2283 Cole St City: Enumclaw State: WA Zip: 98022 Phone: (206) 396 -6080 Fax: Phone: (206) 396 -6080 Email: phill @stageplan.com 7 New Tenant: ❑ Yes VI „No MECHANICAL CONTRACTOR INFORMATION Company Name: Stage Plan Inc. Address: 2283 Cole St City: Enumclaw State: WA Zip: 98022 Phone: (206) 396 -6080 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: BUS - 0992994 Valuation of project (contractor's bid price): $ 92,000 Describe the scope of work in detail: Install owner supplied paper shredder system to include material handling hoppers, conveyors, mechanical shredding equipment, separation equipment, and baling equipment. Install dust collection equipment including hoods, duct, 1 blower, 1 baghouse and all access equipment/structures. All in accordance with the manufacturer. Use: Residential: New ❑ Replacement ❑ Commercial: New Replacement ❑ Fuel Type: Electric Gas ❑ Other: H:Wpplications\Forms- Applications On LineVAl1 Applications\Mechanical Permit Application Revised &9-11 -door Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu 1 Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent 1 Repair or addition to heat/refrig/cooling system 14 Air handling unit <10,000 cfm Unit Type Qty Air handling unit 1 >10,000 cfin Evaporator cooler Ventilation fan connected to single duct Ventilation system 1 Hood and duct 14 Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper 1 Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment 14 Boiler /Compressor Qty 0 -3 hp /100,000 btu 3 -15 hp /500,000 btu 15 -30 hp /1,000,000 btu 30 -50 hp/1,750,000 btu 50+ hp /1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWE ' O ' AU ' ORIZED AGENT: Signature: �.i -..--- Date: ! 2/7/1 / Print Name: Phill Sumner Day Telephone: (206) 396 -6080 Mailing Address: 2283 Cole St Enumclaw WA 98022 City State Zip H:WpplitationsWoms- Applications On Line12011 Applications\Mechaniml Penn Application Revised 8-9-11 doe: Revised: August 2011 bh Page 2 of 2 • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.00v Parcel No.: 0923049066 Address: 3225 S 116 ST TUKW Suite No: Applicant: IRON MOUNTAIN RECEIPT Permit Number: M11 -175 Status: APPROVED Applied Date: 12/09/2011 Issue Date: Receipt No.: R12 -00591 Payment Amount: $982.05 Initials: WER Payment Date: 02/10/2012 01:23 PM User ID: 1655 Balance: $0.00 Payee: THE STAGEPLAN INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 29162 982.05 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 982.05 Total: $982.05 doc: Receiot -06 Printed: 02 -10 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0923049066 Permit Number: M11 -175 Address: 3225 S 116 ST TUKW Status: PENDING Suite No: Applied Date: 12/09/2011 Applicant: IRON MOUNTAIN Issue Date: Receipt No.: R11 -02690 Initials: User ID: Payee: WER 1655 Payment Amount: $245.51 Payment Date: 12/09/2011 01:13 PM Balance: $982.05 THE STAGEPLAN INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 28912 245.51 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 245.51 Total: $245.51 doc: Receiot -06 Printed: 12 -09 -2011 • • INSPECTION RECORD Retain a copy with permit - :INSPECTION NO. PERMIT NO. . CITY-OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 _.. (206) 431 -3671 Permit Inspection Request Line (206) 431 -2451 / (('1if Pr oyect: Typ of Inspection: �A1 Addr.ess: - Address: - /� Date Calle , Ai /� ■ e Special Instri& tions: . . • Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval.... COMMENTS: P `-'396p p dmr r t3ot. dre Ilnsp ctor: • Dat (1 _ ( Z.. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Mil ir15 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: -Rr) Ai M a unr n Type of Ins ection i Address: 71 3 2,2 S 1114 S-r- Date Called: rue. -- ce i Special Instructions: / Date Wanted: 3m' 3 -c4- 12- p Requester: Phone No: 7447- 311 -- -75F3 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: r- frJ vA c r d 1.")70-17-- Date n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300.Southcenter Blvd., Suite 100. Call to schedule reinspection. Jr- L°arid- wet 3 iv / 1 S3 INSPECTION RECORD Retain a copy with permit . INSPECTION NUMBER )7f /Z S— oj3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 - 206- 575 -4407 Project: Zip.•, is-,....d.,4 .56ca•i,■e- s -0v -.hype of Inspection: C Date: 3 /i9%a--- Address: 32z$ Suite #: s iic } i. Contact Person: Cid, 4-, • 5 5c 47 Aso. ,---,-• Special Instructions: 0 A a., k eo T --,,;e6o---,-- . Phone No.: ,. L /z.j- , Gy- 7 /y.5- �I Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Date: 3 /i9%a--- Hrs.: Fire Alarm: Hood & Duct: CU P'4'l r i o,, s,,>/i i r°.r Monitor: Pre -Fire: 0 A a., k eo T --,,;e6o---,-- °/E Occupancy Type: l 4,....# , 4/e.- 4/4 et a7 - sv < GV,'sr.4,#/ .4/.'u14 gp.i< (,f,J Mc.4.'! ♦...•0! C70$ Z. Oli �e) V,d' %vc L o - s hfit, /el/ vec- /1 • �) Wa 4,- 4±-1 , _cam T 0, S"-la//G /2. 1,(40. L o,C . 6+_ ,a! /r... 4..4 Needs Shift Inspection: Sprinklers: Date: 3 /i9%a--- Hrs.: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits: Occupancy Type: l Inspector: » $3 Date: 3 /i9%a--- Hrs.: / ph/ /j $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: I Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 DO NOT SCALE IF IN DOUBT ASK SID V- L , 5000) SEPARAT,, 4p9806 16.091 73)v-7 SEPARATOR RIM SIREDLER P15008 2 HP. 4213V. 3 2333 01308 011* 04 3 I/0. KARON 00-0' 111 . ww- UI $1,7 344534 4 40 DIA T DI 7 V 01A. A *2(35(8 L ,1U, 2 . KS 8 ;23142;:1i21 T43 02. 2' DIA H VR• E -D7 1. R E .PIM / ESPOS a rX ' ER AI INL EsI/ TLT P ICR,I2A EP6 111 0 .ET IAUN E. DO• DIA T 32' X.. EVLOSION /LIGLATION vALvE MAR/1 32' DIA 4134. sPao .06R1 GATE 6. DTA RAIN SHIELD NI /DIRD SCREEN LIG 2 12. 3 1X 1U OUTSIDE WILDING C01039,11 PAN 336-800-52 W/125 re., 460V. • 3 AN. TEPC mOTOR - 136 • WEIGHT 6 FAN ASS• • 3203 I 12. DIA ESPLLISION I5E1ATIM4 VALVE MARV 32' 0 93 EG LDEN EN RE INET O NC Cot ARA DEPIIITAB RAN 036-300-132 V/127 124., 460V. 3 P.. TUC •OTEP 514 • 136 VE:GI, 7 PAN •Sly 3,030 uss CLEAN AIR ESPAUST INSIDE WILDING 37-6. VIEW A-A `WI mI474 SPEED 0817' GATE 39-6. SEED AR 7430 3:05 3:05 mC 634/66/12-8 TATE» 1 34I• D2VIE7 42 2(ET43 111 E-r 20, A23154234144. 6.9A T (01(1 EMRR T ER 4091 RLORSKEP 05 .REDDEr , -PEAr/C LUC 10 CLVET /MST rm. SKUMRS PPROS 4600 E. 24. immmomaily N V TALACIG CATE ._ a DIA. r F' T I ':1 IT.t'I .J. vtEV 0-0 NALL PENETRATIONS FOR WET 36' RETLRN TAXI VITNIN TIOS 4 3) EXPLOSION PANELS THIS SIDE L_ A 5. 2 vIE 3-1 .. 63•41 •SEAM 5 32' DIA I.RAD 9 DEG ELM* ON INC INET O IHE FAN D WITH GA E - D I 1 3 0 I E 0341 ADD MSU FLOR SWEEP 1 • p2461 iL% ;24. 374. IV DIA MI■1=1=111111Poli ■4441, 441141,/,. --„ 4147111 JO /29• 21. v14.4 5.5 'DV DIA. PNCIRIATIC S_ I w Ic 1 T Em ING GAI L ETTXR 4Su DP AREA R 83)34-7 SEPAPA132 I 16N W D I1A . A T [PLACIN 6035 D I' A DOER OD INLETAIUTLET AtCruP 400(55 E. PC -1-11 ;Nd6.t4 ■ i iM1 r4Mi .l2e /,.1t I • 11•0 •1.2 1. 11l1 l I 7. DIA . ..IIIIfi.! SWERVE» 41 IFAX,131..1LEr 21(0)' . 4000 UM EA. • DIA II", 01. 1 .. rill II. DIA. I. I '''•:.•?r 11111 nI 120° 44' ANEVMATIC pr FM SKEW 1 ER 0.0•42T muNp mAGNET _ _L. 1-:7 PALACING'GTE ADO TVG MDS. 5,000 / 7 34 EAC ISMAP AR • 2 0L1 4S. I S - C c Y T 6V 2 SEPAAATER ra. 52£110E1 P/00,1 CORRECTION Revlskos Desalplim Date APProne0 Added *kV. for F10 kat, 10/13/11 -PrLE Corry 40- - REVIEWED FOR CODE COMPLIANCE APPROVED FEB 08 2012 City of Tukwila 3UILDING DIVISION 175 RECEIVED JAN 27 2012 PERMIT CENTER 102 Trent Ave. lbseasals. NC 27360 TEL (336) 621-013:0 FAN (330 621-0190 e••■••••=MIKS1.41112....15......9 4/ Naos Scale 202011.114 N=2.91 wolor ••••■• • • W ••• • 1..30.-2r err ONNIN• r.4.1 TRW Iron lloantain Ssattle - Proposed Dust Collection Layout She Part Number: D PAR7 NO. Date Name 1=ITMWEYAIBI 11=11iii _ WSW! 7' DIA 11' DIA 12' DIA 14' DIA 14' DIA NFV-7 SEPARATOR II-1 TOTAL WEIGHT - 2.000 R . FLAMFX CONTROL PANEL 110V DEDICATED POWER I1.5•Wx0.S•H.6•D LE 32' DIA EXPLOSION ISO-ATOM VN_VE MARV AIR THIS SIDE 634 /66/12 -G FILTER UNIT FILTER WEIGHT PLUGGED - 12.50016s 1 FILTER CONTROL PANEL c 24 Wx40 H0I2 24•Wx10•O0!TR 155HP 460V VARIABLE FREQ. DRIVE 460VOPH/60H2: 15•W i0•Hz13•D SHREDDER PLANT PLAN GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION CONSTRUCTION NOTES um TIE WINUFACTURENS IISIRUCMII No SIRUCIUML DRUMS. ®NSOaE ND S L DIRT 11 N>mROMME 11R11 THE MFG IBIRIRDOB NO MOM MOM I6DU. mums N /acamMla um THE RFC I=TaJCIC18 RECEIVED JAN 27 2012 PERMIT CENTER 17 J iall IROI YOUNTADI DANIA WA EIMA ST MAN PUN STET NAM p PART NO. MIDI Mt OWED OE 1 /17/12 RJR .A= KAMER I REV D M N =El i a aawT,L9r I I 8'- a CARZ CHECK VLV 14' -8" HIGH SPEED ABORT GATE (DAMPER) 36" DUCT ( \-F.F. LEVEL 10' -1116" 16'- a 2' -4" C❑MBIF'AB FAN 125HP 30' -6" FILTRATI ❑N UNIT MJC FILTER WEST ELEVATION RaMdaa ILv o.sema Tom.TA_mlowa GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION CONSTRUCTION NOTES earn OMER UNSHED FMI M ACCOIma �SI'ItlA1)LltllL ONNIT 11114FACTURENS MSIpIICiAII NO THE ASSEMBLE MID S(M. war M ACOOROOCE MRI 11E IlR* IINTR LION NO WON SLOONOS. mom OFE cma ono tout WH WCT M moist= MIR INGLOCTUNEWS IIISIWICIOIN NO SIPPCNT PER Sn111LTU0l oRB 1611L 0FE ABORT ONE SWK.TUOL SUPPORT PER SOICORA RL COGS. MORE NO SEAL MOT ICE m STWJCRMN. SU40W NO CUM /Satin WE FL= (21! VGA BASE M =Ma MIN IN 06001OU*8. MOM MO SOL WORM 10 FLUW111011 UME. BP.PssootE CFE W(8 No SOL 1B moo eon NO oamoR mu. RECEIVED JAN 27 2012 PERMIT CENTER i7) 01111 2vfZ, IRON aa ai Ts14 saw am M_ 1m RUE FURAIOI UNIT OLVA1I011 Nam. ham* 1 1/17/12 R*O OEM badly *sobs: 1HU0 Rav ISM as tar soul it's paw at ICI FILTRATION UNIT ACCESS NORTH ELEVATION GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED FEB 08 2012 City of Tukwila BUILDING DIVISION CONSTRUCTION NOTES an SDP MIRO= POI s1RO RM moos. DOM eta AROUa1 COMMON MO RR Gr1X POCO OI R H IL MOOED WORK it>SO POEM= PER snaxiutt MOBS. IRSRLL OBIS 1180101 PBEERQ06 MO FIRE CAULK POE1N006 RECEIVED JAN 27 2012 PERMIT CENTER IRON IOWAN AO = FLIRAIOI E78AUSF NOM F]EVAIOI AMU *mom OUST WILM I WIT Norm Om bp omb 1/17/12 RJO KUM 91 RIO I Sod. If161 co M 7 r sail J `a corer nsr I I SECONDARY SHREDDER TRANSFER CONVEYOR AMS PRIMARY SHREDDER (EXIST NFV -7 SEPARATOR SHREDDER /SEPARATOR WEST ELEVATION SORTING CONVEYOR TRANSFER CONVEYORS(3) CONSTRUCTION NOTES 1 Dab I REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION GENERAL NOTES CONSTRUCTION NOTES olsal owe mos= saw= a A .ax 11E WIRWOUREWS NM= Mm THE ASE MO SEAL Evcr I1 =CRIME EIX nE 1113 RISTINJOIONS AtO SWO1A MOM Ia ASE sv . Door 11 mamma S mouva umrs S6TRUCIO6 WNW PER sl OW& 06 RECEIVED JAN 27 2012 PERMIT CENTER 17JNI io1Z RON MOUNTAIN DRAM SISTER PLAY gee ABET IMO SIREDROVSEPWAICR 1/17/12 RJO MEM WIN till WM IL I d. •bp Orwbj IF162 Rev i Silt XI NOT STYEI sNaZET AST I I APPROX. NVF-20 SEPARATORS 5HP SECTION A VIEW 11' -8" 25 5/8" NVF -20 SEPARATOR OVER SHREDDED MATERIAL BALER WEST ELEVATION GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED FEB 08 2012 City of Tukwila BUILDING DIVISION CONSTRUCTION NOTES D>06PIL SS W= ON SNOCN@E SIEEL PER IRC I6IRUC1DIS NOME DUCT m SEWN= AND SDI. SUPPORT DUCT SNOCIIANL DRAM ®ASSEI®E AND SIX DUCT N ADOOIONICE rm 114E rw IISIiNC1U6 AND %NORM SDIONOS RECEIVED JAN 27 2012 PERMIT CENTER r7.1.6/�/09/Z RIOI I101MA01 bola IN NW-20 SEF'ARAR2IS am= Ste ASSET' MOWER NW -20 Norm Om bp 1/17/12 RJB *NW bp IEEE MIMI NOB 1 s I Oab9 Nub: Y-167 Rsv I9h1 DO NOT SCALE IF IN DOUBT ASK TYP. 125 HP. 460V., 3 PH. TEFC MOTOR 50 710 � 50 [2.f c" a [2'] C4' O COM BI FAB FAN 056 -800 D2 99 [3 7/8'] 896 8 0 [2' -1 1/4'] [2' -71/2'] 1 1832 [6' -0 1/8'] 1461 2' 1785 C5' -10 1/4'] 7 1 [2' -7 1/8'] 20 [3/4' 4 @ 192.5 [7 9/16'] 50 [2' C2'- 700/2'] 010 [03/8'J 20 3/4'120 2714' OUTLET C2'- 1066/8'] X3191' CORRECTION 5 @ 172 [6 3/4'] 11 20 [3/4'] REVIEWED FOR CODE COMPLIANCE APPROVED FFR 08 2012 City of Tukwila BUILDING DIV' 50 [2'] INLET 1211 —7 1 /2'] C3' -11 5/8' cin 010 [03/8'] 2061 [6' -9 1/8'] l WEIGHT OF FAN ASSEMBLY — 4,570 lbs *MEASUREMENTS IN MILLIMETERS [INCHES] 1(75 a�n EPEce treition 102 Transit Ave. Thomasville, NC 27360 TEL: (336) 821 -0800 FAX: (336) 821 -0890 Date Name Drawn by. Checked by. 1/31/06 J. BRYANT Part Number: MO1 056800CWS0 Title: R /S /T 56 -800 D2 This drawing is confidential and is the exclusive property of Dantherm Filtration. No unauthorized use /copy or disclosure is to be made and it is returned whenever required. Size Scale 1000:1 Drawing Number: 056 - 800 -D2 RECEIVED DEC 30 2011 PERMIT C LATER Material Separator Type NFV - . FILE CF° PY YP PerFrPt '"n.. Description Application Material separator type NFV is used where a combination of material transport and separation of fine dust from basis material is required. The material separator can be built into pneumatic transport systems, where pressureless outfeeding of the basis material for press, container or silo is required. The material separator can be used for e.g. paper, glass wool, chips etc AIR AND DUST worm E 1 MATERIALS ""4 nanthermm Filtration The material separator is made of strong steel plate. The separator consists of a rotary valve and a coarse filter in perforated plate built in the wall of the valve housing. The rotor is mounted with special rubber packing's securing an air -tight valve for pressureless outfeeding. The transport air passes the coarse filter, which can be connected, to an air filter. The rotor secures continuous cleaning to the coarse filter. Advantages • Compact construction — the height of the construction is low • High air and material flow • Self- cleaning • Low effect consumption • Pressureless material outfeeding Specification In connection with the ordering please state article no., type of separator, voltage and frequency of power supply, operation specifications, dimensions and weight. MATERIALS AND AIR Catalogue: NFO3 Tab: 22 Page: 01.00 Version 1007 /GB *REVIEWED FOR 9ODE COMPLIANCE APPROVED FEB 0 8 2012 0 ity of Tukwila DING DIVISION ` 1 V-7 � Art. No. Type Air quantity (m3 /h) 70407.200 70412.200 70420.200 NFV -7 NFV -12 NFV — 20 7,000 12,000 20,000 Motor A B C size. (mm) (mm) (mm) (kW) 1.5 2.2 4.0 1080 1380 1080 1400 1760 1400 1800 2345 1800 DxE FxG OD Weight (mm) (mm) (mm) (kg) 920x385 1200x500 1550x650 920x530 1200x700 1550x910 315 QF 510 400 QF 740 500 QF 1250 Ret til a ndringer forbeholdes. CORRECTION RECEIVED �, DEC 3 0 2011 PERM1T6€NT€R www.danthermfiltration.com Line No Del No Sales Part Description 1 1 87870000 Project Part 10 1 89311342 Sprinkler -Pipe For NFK- CS -MJC 11 1 89117004 Rotary VaNe NRSZ -4 Atex 15 1 89116025 Df Vfd 460V Tp12, 125hp vdap 17 1 87935189 - .ABORT GATE FOR RETURN AIR 18 1 87935189• FLAMEX SYSTEM 2 1 89107010 MJC- 6612X8 Final CAC Ta 21 1 87935189- EXPLOSION PANEL DUCTWORK 22 1 87935189- ONE LOT OF DUCT PER LAYOUT 28 1 89113050 CARZ Atex EIF • 800mm Fl 29 1 87935189- HUMP MAGNET FOR A 18' DUCT 3 1 89107022 MJC- 6612X8 Final DAC Ta 30 1 89900031 HUMP MAGNET SUPPORT CATWALK 31 1 89900037 14' FLOORSWEEP w/ MAGNET 33 1 89900069 RecL Diverter - 7" x 36" 35 1 89114180 R56- 800 -02-CW - 125HP 36 1 89900071 SEPARATOR AND ABORT STRUCTURES 37 1 89900067 CATWALK/LADDER MJC12X8 SEATTLE 4 1 89107032 MJC- 6612X8 Final Hop 5 1 89107081 MJ CENTER INLET 16.59 7 1 89252012 Fi0 Carbid Ca140 -66F L=1370M 8 1 89310045 Overbag 8'X60"L 305 Mess 9 1 89107095 ST1 EXPLOSION RELIEF M3C 12-8 2 1 3 1 5 1 6 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 89117015 Material Separator NFV 20 87934934 - INLET /OUTLET TRANSITIONS NFV20 89117013 Material Separator NFV 7 87934934- INLET /OUTLET TRANSITIONS NFV7 89310672 5/8' -11 Hex NW 89310656 5/8' -11 X 4 1/2" Bolt 89310690 5/8" Flat Washer 89310657 3/4'-10 X 2 Bolt 89310673 3/4 " -10 Hex Nut 89310691 3/4' Flat Washer 89311698 THREADED ROD .375 GALV 89311648 B -LINE HANGING MATERIAL 89310668 Nut Hex 3/8' -16 89310633 3/8-16 X 1 1/4' Hex Bolt 89310687 Washer 3/8" Flat 89310661 3/4 X 5-1/2 Wedge Anchors 89310658 3/8 X 3 Wedge Anchors 89299009 Caulking Tubes - Polyurethane 89900041 2"x2 x1/4" ANGLE X 20' LONG (GREY) 89310654 5/8" -11 X 2' Bolt Sales Qty Status Order Type Customer !Customer Name Site 1 Released UDP 8710724 Iron Mountain - PA US 2 Delivered UDP 8710724 bon Mountain - PA US 3 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 bon Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain • PA US 1 Delivered UDP 8710724 Iron Mountain • PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 96 Delivered UDP 8710724 Iron Mountain - PA US 96 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 1 Delivered UDP 8710724 bon Mountain - PA US 1 Delivered UDP 8710724 Iron Mountain - PA US 160 Invoiced/Closed UDP 8710724 Iron Mountain - PA US 20 Invoiced/Closed UDP 8710724 Iron Mountain - PA US 160 Invoiced/Closed UDP 8710724 Iron Mountain • PA US 6 Invoiced/Closed UDP 8710724 Iron Mountain - PA US 6 Invoiced/Closed UDP 8710724 Iron Mountain - PA US 6 Invoiced/Closed UDP 8710724 Iron Mountain - PA US 600 Invoiced/Closed UDP 8710724 Iron Mountain - PA US 120 Invoiced/Closed UDP 8710724 Iron Mountain - PA US 1000 Invoiced/Closed UDP 8710724 Iron Mountain - PA US 1000 Invoiced/Closed UDP 8710724 Iron Mountain - PA US 1000 Invoiced/Closed UDP 8710724 Iron Mountain - PA US 50 Invoiced/Closed UDP 8710724 Iron Mountain - PA US 20 Invoiced/Closed UDP 8710724 Iron Mountain - PA US 8 Invoiced/Closed UDP 8710724 Iron Mountain - PA US 5 Invoiced/Closed UDP 8710724 Iron Mountain - PA US 140 Invoiced/Closed UDP 8710724 Iron Mountain - PA US CORRECTION LTR #� Comments Pre - Installed in Filter dean Air Chamber Shipped Loose Shipped Loose Shipped Loose Shipped Loose Pre - mounted to Filter Dirty Air Chamber Shipped loose with Ductwork See Packing Slip from Nordfab for individual parts Shipped Loose Shipped Loose Shipped Loose Pre - mounted to Filter dean Air Chamber See Drawing - TH1101502 -PO Shipped Loose Shipped Loose See Previous email on list of components and general assembly drawing BUILDING �DI� See Drawings - TH11015 Filter Handrails & Ladder Lf G DIVIS ION Hopper Shipped Loose, Extension Legs-shipped separately will have to be bolte, on in e . Pre- Installed in Dirty Air Chamber -" Shipped Loose, there should be plates that get bolted down over the cartridges to hold in place (see Ml manual) Shipped Loose, these need to be installed over the cartridges, before inserting into cell plate Pre - mounted on Filter REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 Shipped Loose Shipped with Ductwork Shipped Loose Shipped with Ductwork City of Tukwila Should be used for the structure components Should be used for the abort gate stand Should be used for the structure components Should be used for the Filter Foot Plate Should be used for the Filter Foot Plate Should be used for the Filter Foot Plate This was for hanging material for the duct, but I believe the engineer may have specfied something different This was for hanging material for the duct, but I believe the engineer may have specfied something different General Nuts and Bolts for ductwork and Transition pieces General Nuts and Bolts for ductwork and Transition pieces General Nuts and Bolts for ductwork and Transition pieces Anchors for structures If needed Anchors for fans, Abort Stand, if needed General Caulk for ductwork, transitions, etc.. Loose angle in case you need to custom fab some supports or bracing Should be used for the structure components t�- ECEWVED DEC 30 2011 PERMIT CENTER ,..• POE Engineering, Inc. CIVIL & STRUCTURAL ENGINEERING/CONSULTING 1314 8TH STREET N.E., SUITE 201 AUBURN, WASHINGTON 98002 (253) 833 -4052 • FAX (253) 833 -4053 `t-E cony November 23, 2011 Stageplan,Inc. 2283 Cole Street Enumclaw, WA 98022 Attn: Mr. Phil Sumner Re: Iron Mountain Seattle Dust Collection System Building Support Engineering 3225 South 116`h Street #133, Tukwila, WA Dear Phil, REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION Attached is the engineering to review the dust collection system support to the existing structure. The system has been reviewed in (3) components as follows: 1. Duct support from the roof structure. 2. Filter / bag house support at existing floor pit. 3. Panel modifications at exterior door & explosion duct openings. The duct support has been reviewed in pages 1 -9 of the calculations and the Duct Support Plan provided to detail attachment requirements. The filter / bag house support has been reviewed in pages 10 -15 of the calculations and detailing provided on sheets D6 & D7 of the detail packet. Panel modifications have been reviewed in pages 16 -20 of the calculations and detailing provided on sheets D1 thru D5 of the detail packet. See sheets D8 thru D13 for structural notes to govern the construction effort related to the new dust collection system. Please call with any comments or questions related to the engineering work. Sincerely, POE Engineering, Inc. Alan F. Poe, P.E. Attachments RECEIVED DEC 09 2011 PERMIT CENTER cc Mr. Ray Atwood, Donovan Brothers Commercial Construction POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE DATE 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 7 ••■••■•=mala e trittieGitscT ot:44)'tc1.r67144. kzo u INSTALL STEEL SUPPORT / BRACING PRIOR TO RAISING DOOR OPENING TO 13' -6" AFF. CORE DRILL OPENING AT UPPER CORNERS TO LIMIT EXTENT OF OVERCUT. INSTALL EXPANSION BOLTS IN PANEL FOR NEW W10X22 COLUMN PRIOR TO COLUMN PLACEMENT. CONTRACTOR WILL NEED TO FIELD VERIFY EXISTING W10X22 HEIGHT AND MATCH THIS WITH NEW COLUMN. D PRODUCT 207 3 2 7 3 2 4 3 6 8 6 4 3 6 7 6 4 3 4 2 7 2 2 POE Engineering, Inc. Civil & Structural Engineering/Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB SHEET NO CALCULATED BY A'P DATE lt, 1 1-'ko CHECKED BY DATE SCALE 1 2 3 a 5 6 7 8 1 2 3 a 5 6 7 8 1 2 3 6 5 6 8 1 2 3 6 5 6 7 8 1 2 3 a 5 6 7 8 1 2 3 a 5 6 7 2 1 2 3 a 5 5 7 5 1 2 3 D PRODUCT207 3 2 7 6 1 6 7 6 3 2 6 5 3 2 6 3 2 7 6 5 3 2 1 7 6 5 a 2 1 6 2 7 5 a 3 2 POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB Q k SHEET NO OF CALCULATED BY p DATE LL l zz; l Gt CHECKED BY DATE SCALE 1 2 3 4 5 6 7 8 1 2 3 • 5 6 7 6 1 2 3 4 5 6 7 8 1 2 3 4 5 8 7 6 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 '2 3 Y►4a..Iw R S� G? d.D...V3 }. 414e .............. Z". Cop INSTALL STEEL TUBE FRAME IN OPENING FLUSH WITH INTERIOR FACE AS SHOWN. CONTRACTOR WILL NEED TO FIELD VERIFY EXISTING OPENING. FLASH AND CAULK AS REQUIRED AROUND OPENING AND DUCTS. ADD LIGHT GAGE STEEL STUDS AS REQUIRED BETWEEN TUBE FRAME MEMBERS AND PROVIDE EXTERIOR FINISH BOARD PER OWNER. COILING DOOR TO BE SUPPORTED OFF OF INTERIOR FACE OF TUBE FRAME - TAP TUBES AND BOLT PER MANUFACTURER. D PRODUCT207 2 4 3 2 5 2 a e 5 3 2 8 7 6 4 3 2 4 3 2 8 7 6 5 4 3 2 7 6 5 3 2 2 POE Engineering, Inc. Civil & Structural Engineering/Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE LL (zt Ai DATE 1 2 3 4 56 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 5 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 56 7 8 1 2 3 4 5 6 7 8 1 2 3 D PRf1M ICT 987 3 2 7 6 5 4 3 2 7 6 5 4 2 7 5 3 2 6 4 2 7 6 4 3 2 8 7 6 4 3 2 1 7 6 9 2 8 6 5 4 3 2 1 POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB E,1- - G:? 4=,, S CALCULATED BY A F P DATE LC 1/1 f CHECKED BY DATE SCALE SHEET NO OF 1 2 3 4 5 8 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 6 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 2 6 7 6 5 3 2 6 7 4 3 2 7 6 5 2 7 6 5 4 3 2 7 CENTER 38" SQUARE OPENING 16'0" AFF AND 3' -5" EAST OF EDGE OF DOOR OPENING PER MECHANICAL PLAN. CORE DRILL OPENING AT CORNERS TO LIMIT EXTENT OF OVERCUT. INSTALL EXPANSION BOLTS BETWEEN EXISTING PANEL REINFORCING TO AVOID DAMAGING REBAR (TYP.). CONTRACTOR WILL NEED TO FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. D PRODUCT207 6 4 3 2 1 8 7 6 5 4 3 2 ger go go ggg POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB SHEET NO t) G OF CALCULATED BY DATE LC. Li /t/ I CHECKED BY SCALE DATE 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 6 1 2 3 4 5 5 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 8 7 8 1 2 3 D PRMll1l:T 9119 8 7 6 3 2 6 7 3 3 2 1 7 6 5 2 5 3 21 6 5 2 1 7 3 2 1 7 5 3 2 ett ea POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB SHEET NO CALCULATED BY CHECKED BY DATE SCALE DATE - /11 p 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 A 1 2 3 4 5 6 7 8 1 2 3 D PRODUCT207 2 3 2 8 7 6 5 6 7 5 3 7 3 2 8 7 6 2 2 3 2 8 7 6 5 3 2 STRUCTURAL NOTES: DESIGN LOADS / CODES Building Code Roof Snow Load Wind Load Zone Seismic Required Soil Bearing Capacity (DL +LL) GENERAL NOTES 2009 IBC 25 PSF 85 MPH, EXP. B Site Class D, Use Group 1 Sds = 0.937, Sd1 = 0.491 1500 PSF All materials and workmanship shall conform to the drawings and the specifications (if any). During the construction period the contractor shall be responsible for the safety of the building. The contractor shall provide adequate shoring, bracing, and guys in accordance with all national, state, and local safety ordinances. Any deviation must be approved prior to erection. All erection procedures shall conform to OSHA standards. Any deviations must be approved by OSHA prior to erection. The contractor shall be solely responsible for all excavation procedures including lagging, shoring, and protection of adjacent structures and utilities in accordance with all national, state, and local safety ordinances. The contractor shall be responsible for coordinating the work of all trades and shall check all dimensions. All discrepancies shall be called to the attention of the Engineer and be resolved before proceeding with the work. Shop drawings required by these notes shall be submitted to the Engineer for review prior to fabrication. Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used subject to review by the Engineer. See drawings /details for size and location of all floor and wall openings, floor finishes, etc. Report any discrepancies between drawings and field conditions to the Engineer. See mechanical, plumbing, and electrical drawings for size and location of all openings required for ducts, pipes and all pipe sleeves, electrical conduit, and other items to be embedded in concrete or otherwise incorporated in structural work. Provide openings and supports, as required for heaters, mechanical equipment, vents, ducts, piping, etc. All suspended mechanical equipment to be sway or laterally braced. All information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Architect/Engineer so that the proper revisions may be made. Modification of details of construction shall not be made without written approval of the Engineer. Mechanical plans are considered a part of the structural design drawings and are to be used to define detail configurations including, but not limited to relative location at members, elevations, location of all openings, etc., and must be used in the development of shop drawings. h�� FOUNDATIONS All footings shall bear on undisturbed ground or structural fill. All footings shall be a minimum of 18 inches below grade unless noted otherwise on the drawings. Fill under footings and slabs shall be compacted to 95% minimum of maximum dry density per ASTM D -1557. Compaction of fill shall be in lifts not to exceed 8 inches loose thickness. Each lift shall be tested for compliance with compaction requirements by an approved laboratory. Foundation excavations shall be examined and certified by the soils engineer or testing lab prior to the placement of any reinforcing steel or concrete. Material for filling and backfilling shall consist of the excavated material and /or imported borrow and shall be free of organic matter, trash, lumber, or other debris. Fill and backfill shall be deposited in layers not to exceed 8 inches thick. Properly moisten all backfill material to approximate optimum requirements and thoroughly roll or compact with approved equipment in such a manner and extent as to produce a relative compaction of 95% of maximum dry density for optimum moisture content as determined by ASTM D- 1557 method of compaction. Hand tampers shall weigh at least 50 lbs. each and shall have a face area not in excess of 64 square inches. Hand tamper may be operated either manually or mechanically and shall be used where larger power driven compaction equipment cannot be used. Backfill around the exterior walls shall not be placed until after the walls are supported by the completion of interior floor systems. Do not proceed with backfill until 7 days minimum after the completion of interior floor systems unless walls are adequately braced. Backfill shall not be placed until after completion and inspection of damp proofing as /if required. CONCRETE All cast in place concrete shall meet the following requirements: Quality of concrete shall be determined by Section 1905 of the 2009 IBC. Minimum 28 day compressive strength 2,500psi. Use a minimum of 5 1/2 - 94# sacks per yard of Type I cement with 6.6 gallons of water per sack of cement. Maximum slump - 4 inches (+ or - 1/2 "). All methods and materials per Chapter 19 the 2009 IBC. Alternate mix designs will be reviewed upon submittal. Provide one set of 3 cylinder tests for each four hours of concrete placement or for each pour. Copies of test reports shall be sent to the Engineer and the Building Department. Concrete shall be maintained in a moist condition (or sealed with an approved chemical sealer) for a minimum of five (5) days after placement. Alternate methods will be approved if satisfactory performance can be assured. Keyed construction joints shall be used in all cases except slabs on grade. All construction joints shall be thoroughly cleaned and all laitance shall be removed. All vertical joints shall be thoroughly wetted and slushed with a coat of neat cement immediately before placing new concrete. All concrete with a designated strength exceeding 2500 psi shall require continuous inspection per IBC Section 1905.6 by an inspector approved by the building department and the Engineer. Pipes other than electrical conduits shall not be embedded in structural concrete except where specifically approved. REINFORCEMENT Reinforcement shall be deformed bars in accordance with ASTM A -615 Grade 60 and made from new billets. Reinforcing to be welded shall be ASTM A -615 Gr. 60 with a Carbon Equivalent (C. E.) of 0.55 or Tess, or ASTM A -706. Lap all reinforcing bars 60 diameters at all splices, corners, and intersecting walls, unless noted otherwise. Cover over reinforcement shall be a minimum of 3 inches for concrete placed on ground, 2 inches for concrete exposed to ground or weather after removal of forms, and 1 1/2 inches unless noted otherwise. Anchor bolts, dowels, and other embedded items to be securely tied in place before concrete is poured. NON - SHRINK GROUT Non - shrink grout shall have a minimum compressive strength of 5,000 PSI. Use non - metallic, non - shrink grout in exposed conditions. EXPANSION ANCHORS Expansion anchors shall be Simpson Strong -Bolt or equivalent approved by the Engineer (accompanied by current ICC /ICBO Report - 2009 IBC compliant). Install anchors per ICC /ICBO Report number ESR- 1771. Special inspection is required during installation. Do not cut or damage existing reinforcing to install anchors. ADHESIVE ANCHORS Adhesive anchors shall be Simpson SET -XP (ICC /ICBO ER -2508) with A307 threaded rod, or an equivalent system (accompanied by a current ICC /ICBO Report - 2009 IBC compliant for seismic loading) approved by the Engineer. Install anchors per ICC /ICBO Report number ER -2508. Special inspection is required during installation. Do not cut or damage existing reinforcing to install anchors. STRUCTURAL STEEL All methods and materials shall conform to IBC Chapter 22 and the AISC Specification, latest edition, for the Design, Fabrication and Erection of Structural Steel for Buildings. Material for structural shapes shall be ASTM A572 grade 50 (Fy= 50ksi). Material for bars and misc. steel shall be ASTM A -36 or ASTM A572. Bolts per ASTM A -307, unless noted otherwise. High Strength bolts per ASTM A -325, were noted. Nuts per ASTM A -563. Pipe per ASTM A -53, Grade B. Tubes per ASTM A -500, Grade B. Welding shall only be done by a certified welder and shall be in accordance with AWS and AISC specifications; Electrodes per AWS (E70XX min.). Field welds shall have special inspection per IBC Section 1704.3, unless noted otherwise. Minimum weld size 3/16" fillet, unless noted otherwise. Submit shop drawings to the engineer for review before fabrication. Structural steel exposed to weather shall be galvanized, stainless, or painted as required by owner /contractor, unless noted otherwise on drawings. STRUCTURAL TIMBER Lumber shall be Hem Fir #2 Grade, E= 1300000 PSI, unless noted otherwise. Studs shall be Hem Fir #2, unless noted otherwise. All lumber shall be graded and stamped per WWPA and the 2009 IBC. All lumber shall be seasoned with moisture content not over 19 %. Nail all framing using common nails (typical) per Table 2304.9.1, 2009 IBC, unless noted otherwise. All fasteners in pressure treated timber to be hot dipped zinc coated galvanized steel per IBC Section 2304.9.5. All wood exposed to weather or in contact with concrete or masonry shall be pressure treated with a water borne preservative in accordance with the standard specifications of the American Wood Preservative Association. Paint cuts made after treatment with 2 brush coats of the preservative. Substitutions for framing hardware shall not be used unless approved. No structural member shall be cut or notched unless specifically shown, noted, or approved by the structural engineer. Provide washers under heads and nuts of all bolts bearing on wood. Shear wall sill plate bolts shall have plate washers 3/16" X 3" square (min.) installed between the sill plate and nut per IBC Section 2305.3.11. Do not provide washers under heads of lag screws. Suspended ceilings, sprinklers, drop soffits or any similar elements shall not be supported by 2X4 rafters except as detailed. Provide fire blocking per IBC Section 717.2 at all framing including ceiling lines and 10' o/c vertically within the wall framing. I JOISTS 1 Joists shall be manufactured with flanges of micro -lam or stress rated lumber and webs of 3/8 inch Structural I Plywood glued to the flanges with waterproof glue. The manufacturer shall have a current ICBO Evaluation Report (2009 IBC compliant). SPECIAL INSPECTIONS & TESTS REQUIRED (See Notes Above Also) All inspection and testing shall comply w/ IBC Chapter 17 and other applicable building code sections, and are in addition to the inspections made by the building official. A) Special inspections are required by the Geotechnical Engineer (or testing lab) for the following work: 1. General compliance during footing / site preparation - to occur periodically during the site preparation for the building foundation, slab and paved areas. 2. Observation of excavations, structural fill placement, and field density for preparation of soils under building footings. B) Special inspections are required by the Special Testing Agency ( *) for the following work: 1. Reinforced Concrete: Continuous inspection during the placement & casting'of samples, and compressions tests. 2. Reinforcing Steel: Continuous inspection during placement of all reinforcing prior to pouring of concrete /placing of grout. 3. Anchor Bolts: Required during the placement of all anchor bolts in concrete or masonry. 4. Expansion or Epoxy Bolts: Periodic inspection during placement in concrete. 5. Grout Placement: Continuous during the placement of all grout under wall panels and columns. 6. Welding: Periodic inspection of all structural welding, including welding of structural steel. On -site by W.A.B.O. certified welders - current certification to be verified by special inspector and included in report. Site /visual inspection and verification of shop welding and certification is required unless fabricator is pre- approved per IBC Section 1704.2. 7 Structural Steel: Periodic inspection during installation and installation of high strength bolts (if any). 8. Moisture Content: Moisture content of roof framing /sheathing to be 14% or less prior to installation of insulation per floor plan notes. 9. Shop /Prefabricated Construction: Special inspections per IBC 1704 are required unless the fabricator is approved per IBC Section 1704.2. * Special Inspectors and testing laboratories shall be provided by the owner and certified by the Washington Association of Building Officials ( W.A.B.O.) if required by the building official. Special inspectors shall furnish inspection reports and a final signed report to the building official and POE Engineering, Inc. SHOP DRAWINGS Submit a maximum of (4) sets of prints to the Engineer prior to fabrication or construction. Allow (5) business days for Engineer to review. The General Contractor shall review and approve shop drawings before submittal to the Engineer. Reference plans and details as applicable. Deviations from these drawings shall be clearly identified. If the fabricator's shop drawings are the sole design, differ in design, or add to the design of the structural drawings, they shall be stamped by a licensed State of Washington Civil Engineer responsible for the design. Calculations submitted are for information only and will not be stamped or returned except at the option of the Engineer. Review is only for general conformance with the design concept of the project and general compliance with the information included in the contract documents. Any markings or comments are subject to the requirements of the drawings and specifications. The contractor is responsible for correlating and confirming dimensions, choice of fabrication process and techniques of construction, coordination of his (or her) work with other trades, and performing the work in a safe and satisfactory manner. Shop drawings to be submitted shall include, but are not limited to the following items: 1. Concrete Mix Designs. 2. Concrete Reinforcement. 3. Structural and Miscellaneous Steel. METAL STUDS AND JOISTS All studs and joist framing shall be of the type, size and gage as shown on the plans and shall be manufactured by Steeler, Inc. or an approved equal. The physical and structural properties listed by Steeler, Inc. shall be considered the minimum permitted for all the framing members. Prior to fabrication of the framing, the contractor shall submit shop drawings detailing the fabrication and erection drawings to the Engineer to obtain approval. All studs and joists 12, 14, and 16 gage shall be formed from steel that corresponds to the requirements of ASTM A570 with a minimum yield of 50,000 psi. All 18 and 20 gage studs and joists, and all painted track, bridging and end closures and accessories shall be formed from steel that corresponds to the requirements of ASTM A611, Grade "C" with a minimum yield of 33,000 psi. All painted studs, joists and accessories shall be primed with rust - inhibitive paint meeting the performance requirements of TT- P -636C. All framing components shall be cut squarely or on a angle, as for bracing, to squarely fit against abutting members. Members shall be held firmly in position until properly fastened. Attachments of similar components shall be done by welding. Dissimilar stud components shall be done by welding, screw attaching or butting. Wire tying of framing components in structural applications shall not be permitted. Prefabricated panels shall be squared and braced against racking. Lifting of prefabricated panels shall be done in a manner so as not to cause local distortion of any member. Butt welds or splices shall be used at all butt joints in track. Splices in axial loaded studs or braces shall not be permitted. All welds shall be fillet, plug, butt, or seam. Where connected to structural steel welding shall not be done on straight portions of flange or web but only at intersection of flange and web. Where studs are burned through by welding, provide suitable stitch plate. Note: Joists shall be set on top of stud wall track, or if studs are continuous then joists shall be attached to a continuous horizontal track with two No. 12 screws and the track attached to each stud with two No. 12 screws. POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB ll— 6 SHEET NO l OF CALCULATED BY CHECKED BY DATE SCALE DATE 1 2 3 • 5 6 7 6 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 6 1 2 3 4 5 6 7 6 1 2 3 4 5 6 7 6 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 7► r Zjam.. fta Sig: D PRODUCT 207 3 2 3 2 7 6 5 7 3 2 7 7 5 4 3 2 8 4 3 7 3 2 6 Iron Mountain Date and Time: 10/29/2011 11:15:05 AM MCE Ground Motion - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Period MCE Sa (sec) 0.2 1.0 Spectral 0.2 1.0 ( %g) 140.6 048.5 Parameters 140.6 073.7 MCE Value of Ss, Site Class B MCE Value of S1, Site Class B for Site Class D Sa = FaSs, Fa = 1.00 Sa = FvS 1, Fv = 1.52 S�1 c i c I.c -ea6, ) ek etw" G4ZI. e •4k.'4, t f Z (r 4 • s Pte-/ PIPE CONNECTION 14. NOTES AND REF'ERENCESS, 1) CENTERLINE PIPING HEIGHT FOR ALL HORIZONTAL RUNS AS STATED ON DRAWING. 2) DUCT DIAMETERS 32" AND ABOVE SUPPORTED APPROX. EVERY 10FT. -12FT. FROM ROOF JOIST. 3) DUCT DIAMETERS 12" - 26" SUPPORTED APPROX. EVERY 12FT. -15FT. FROM ROOF JOIST. 4) DUCT DIAMETERS 1 Q" AND BELOW SUPPORTED' APPROX. EVERY 15FT. FROM ROOF JOIST. 5) FLEX HOSE IS USED TO MAKE FINAL CONNECTIONS UNLESS STATED OTHERWISE. 6) ALL DUCT DIAMETERS 26" AND ABOVE HAVE STANDARD ANGLE FLANGED ENDS. 7) ALL DUCT DIAMETERS 24" AND BELOW HAVE STANDARD QUICK FIT ENDS. SYSTEM DUCT PIPE SCHEDULE DIAMETER TYPE STD. LENGTH GAUGE WEIGHT* (IN) (IN) (LBS /FT) 7 QF 59.06 22 8.8 9 QF 59.06 22 12.4 10 QF 59.06 22 14.7 11 QF 58.75 22 16.8 12 QF 58.75 22 19.2 16 QF 58.75 20 31.1 18 QF 58.75 20 37.4 20 QF 57.75 20 44.3 24 QF 57.75 20 59.7 26 AFL 78.00 20 68.2 32 AFL 78.00 18 101.2 16 u t2..1.-N DUCT 1 /2 FULL, 251b/ft "3 PARTICULATE + 5Fb /ft "2 SUPER11v1POSED to at POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB G` SHEET NO OF CALCULATED BY 0%, C41P DATE (.4° f l t CHECKED BY DATE SCALE 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 6 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 Pew . .. Lao u `.`..64.. ....p; . `a° (" D PRODUCT207 3 2 7 6 2 7 3 7 4 3 6 3 2 7 3 2 7 4 2 1 8 6 POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB dC SHEET NO CALCULATED BY CHECKED BY SCALE 1 2 3 4 6 6 7 6 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 5 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 DATE L's' iw DATE cei-ogk-c"Lo°4 e- 1 k....74P.r.:..e t l....... . Jai ..........�1d ea ®.iL D PRODUCT207 2 6 5 3 2 7 6 3 2 7 6 4 3 2 8 6 2 8 7 6 5 3 2 6 2 7 3 2 POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB SHEET NO CALCULATED BY A. r e DATE ck°" l LIB' /t4 CHECKED BY DATE SCALE 2 3 4 5 6 7 8 1 2 3 4 5 6 7 0 1 2 3 4 3 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 8 1 2 3 Cit crof. E.f •-? �="� :.?.,..4 4.e .'rt cv i..... ..:. ... . .. D PRODUCT207 7 6 4 2 8 7 6 2 2 5 2 7 , 2 2 8 7 5 3 2 1 8 7 6 5 3 2 TJI® Joist Design Properties /Performance Plus® Web Material soy .;,....:9,43.`e'• 3 _ i „tu t Basin'ar.6p:gttrO ZWINNAT - ' ,'i '; 1 .: ` i' Raotlori;Properties twits' a« A AT • x �- .k r Depth _. R °r;� YLS..i Joists' Wel ht °`61 (plf��.(ft`Ibs) x .rrnc,;. e #a '. . <y s Resistive .F Moment 1, w ' ° '`�.`}igtC ``s, ,Vertical , . Shear tz �t(Ibs) «, ` q* -„, Ii ' °s . J.-I th, Nailed Plywood . a YFjoor ' Sheathing r •�(in Ibs) �'�� EndReactlon;(Ibs) Intermediate ReactlonP(Ibs) i3 , r�El xy� :cTJI ®Joist with - _ '°r.. Glue- Nailed P-lywOo Floor - v.-'-a ?y 1 /a x :_Bearing LengthT ' 3.4 ,,4_. a*Bearing •Length 5'#.446:4-.:;,,„..-,..41%;_:,:, tl'1 ,Yy+t -'� ?' EI x 10 . atilt) gpearingLLengthi eaaiing ength; S athi g ' • tvyet> stirjeners ;°I, Weti Sti teners: °� ' rWe6ist,feners l,>a`gWeb Stitreners.Q .. (Mika) � 'siNo° Yes ,� �c�.: No wpm yg Ne` gRes 'No) Yes? 1 ,41:. ,: -a: 1-312/L65 Jo ": 1.4.4,-,, 'I, , 11/4" 3.4 6260 1925 459 511 553 1390 1680 1885 1925 2780 3150 3395 3765 140, N :3 :'7: '` .7:-OW: t `2725 1:41,§ 78 ; 4� -;74,7 .i 801° ' .:.n . ;1390_; '.... p;x; 1::1'885 2125 ,:2780 3400 .339.5 -4ot ' 16" 3.9 8935 2330 930 1014 1081 1390 1680 1885 2330 2780 3525 3395 4140 -i': t:=;... •; ..:tip, £��1�8,4��: ; 4 2ry,• ,•' ...- ..^ 16 r. :. :: 1:71.1. a2535-�-:,£ r:: x1227 .,?, :1 -?;..? 2 -..wfi: - ;, ?;1326 -, c':''''' -j 7Y _ q- �],405..,yg�.•,. ,1396;, r;�;1680i� ?1885 ?. 2535,.. i s2.7;;80:;,:3�50;:; �•'y3 3395; 24265;:, 20" 4.5 11040 2740 • 1572 1685 1775 NA 1680 NA 2740 NA 3720 NA 4385 `3"22•1�a 4t 8 � :1225 •�'•' 9_ � . `� 6 "'- 23. ',' i ....3:a -. `' ., .. , 1.680 . _ .. :,295. - • ... = 3720 , :i ...N . ,„' : 4 '` 24" 5.0 12975 3060 2414 2551 ' 2660 NA 1680 NA 3060 NA 3720 NA 4635 < 26x; a D t : , a c , 1440x a 900�e 915 z 04:i, 3060 wk t t ,17:1;0:H. ... ' ;1 8 : : _...:2. 00; 7A ,76- 5380k 28" 5.6 15305 2900 3473 3624 3745 NA 1680 NA 2900 NAB 041-8-8'5I itrg515n '',',',30',4-.4,,..7,1., 5 16 45 +, -:: :0 ;s: , =40- ,,,,.?;.-A:,.;4.?.. 42 . :76:7.1';:: . -';:NA ,- 1680`NA '.::::?9 ci i' 433N F50 4 ws s5,:. :6 : ' . w. 1a . -124 8'..' ,:, 2330; � _ 246;; ., 3 - • �,:. •18" .. :'=ti::`.14.00�:.- :20. 30 .> ;885= =:2330: �_3355Ei `:39 :85i C.3970 ` 'A_ 05 �; 5.0 13680 2535 1635 1751 1844 1400 2030 1885 2515 3355 3985 3970 4605 • ����2r:'. .3;i'r�;::,1'5360�- ...-5 .. .•.: =:�. :,::., 2240:• _,�.,::2085.:...:,,;�:2219..� _::::•, . : :: �:/ ;,,, `,.: ..- . ..2::;..,.:s'NA ";_i''.:21.§..6',1': ' .NA '267.5,..';NA ;;' 41'45`- e;`N%�::.'.i \4760:=: ._ .�.... wNA 22" 5.6 17040 2935 2597 2748 2869 NA 2345 NA 2830 5090 NA 5710 " .1.8064.:,;:: x , 3,. 0 °._.. . >,,: ;:3 2 = ':340 ',: , _ . -, .. ... .. .... ' • 2345: ". ... . .. :: :2830;: N :51,95;, " . ._' '.1.:r 25s= 26" 6.1 19680 2900 - 3814 3996 4141 NA 2345 NA 2900 NA5870NA; "58001 28' -'''' `'5.64: :._s.;a21300 . ;;2900;; `:; 4525•': ; ''.:'::::::.47, . .. �.:: ;4872,:; , : :NA°. .2345: :, ::'NA: ,; 2900 "SN 001 '-A` x5850 30'' 6.6 22925 2900 5306 5507 5668 NA 2345 NA 2900 Wlii A 5800 ;MR! 586© ' .: :.. y . u -_ Fr �,. �,!'1. � v�� .r TJ10: 90 3o'iSt .. " �.. • '- , _...m= S';�F�+� *.�"� -�,.�� ,-.... xS,- + -���� ���� ���=<�-�`.g.� ` �.._ �7:a�•. 111/4° 4.6 , 9730 1925 687 751 801 1400 1715 1885 1925 3495 3810 4100 4420 - '•44 :'-1 's,4:9;• -a'::. 1-1;975. ^.: =: •;. 2: 1" 25' �'•`: A101 ;`- =_;-:= :a:41.00 -:.. ;;1'400:` ;1'875 x;1'885..: X2125 ?:_3495' 3970;: !;:4100'i.st4575f:', 16" 5.2 14100 2330 1389 1493 1577 1400 2031 1885 2330 3495 4130 4100 4735 11:8'•' „ ;- 5 -4'rwi :::15.6.W-:,, _.:,2535• ; ,, .;7'3.1- 2 2053 ; -1400 -" 20313; :;, - .1885:•,2515 •'.3495 E,:4130, ;;4100;? c4.735 20" 5.7 17670 2740 2331 2478 2595 NA 2190 NA 2675 NA 4285 NA 4890 , .... -. :.�22�, -; •,. ��e:.60,'N`:. . - .. , : . ::..,.:,_ -: •;19625.' .: 29.35: :; 9 ' + _ '.;;: . ' ...:, r: :.- 2904,;;. -s: ":307.2 . . - ., :3206':; ;.�., � ,r; NAB';':;.2345:::: :: ,::7.:;:f.',: ;NA, -:Z .:2830: ` ::::NA:,"- 5195 :``, .NiA'' 5840' ....:.. .. .... , . . _ � . 24" 6.3 20810 3060 3549 3735 3885 NA 2345 NA 2830 NA 5195 NA 6155 x,:26 °,::��:�.- 6i`5`:`;,' �.`"22695,;�� �'�2900' = ', <:4266, "± "44711 ? ";;��; =; �4634`_`� ; NA >'2345.;;:�NA. :: ', mat =:2900 �Af_il traw- �5800� 58o l- , ; c5800 ,,1 N58004 am 28" 6.8 24580 2900 5059 5279 5455 NA 2345 NA 2900 9A . ;301'1, ; ,; = „'- 7 1; ?;: x;'26465 r !:, ;`2900?,; "..5930 v .:61,63';{•„ =';2:. 6349 :;:::. ; r: ;NA =; 1:2345: 0 NA • 58d ,:,5800, The stated allowable design properties are for loads of normal duration: Adjustments to the allowable design values shall be in accordance with the applicable code. (1) Resistive Moment values may be increased 4% for repetitive member usage. See page 9.7 for criteria. (2)- For possible increases in shear capacity see below. (3) For deflection calculation only. Assumes 34" plywood or other wood - based - structural use panels. (4) Interpolation between bearing lengths and joist depths is permitted for allowable design. reactions. (5) The minimum bearing length is permitted to be reduced for joists supported by hangers if supplemental nail attachment is provided to the web stiffener. (6) Allowable bearing lengths have been determined based on Trus Joist products. Allowable bearing on supporting members shall be checked. (7) Shaggd areas indicate 51/4" and 7° bearing lengths at intermediate reactions. (8) Refer to page 9.3 for web stiffener details. TJf® Joist Shear Design When joists are used as simple -span members, the design shear is equal to the shear at the face of the support. When joists up to 24" in depth are used as multiple -span members, the design shear is the calculated shear at the interior support reduced by the following: R = W 5 18% 19.25 Where: R is the percent reduction W is uniform Toad in plf 9.2 REV. 11/00 W POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 1 2 3 4 5 6 7 8 1 2 3 4 5 JOB SHEET NO 6 CALCULATED BY CHECKED BY OF DATE DATE k,( tti (u SCALE 7 8 1 2 3 4 5 6 7 6 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 ' � iCs4s�► k c) . —1 R-69 .... Off. '1... Ig`V 40Z. 1.0- ;.6 ve V 1 kes• is Eat. itzfAALI, . a 66C:'!..;.. kegi DP D PRODUCT207 3 2 7 6 5 3 2 7 2 a 7 5 • 2 a 6 5 2 1 5 2 6 2 5 3 2 7 5 3 2 POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB SHEET NO OF CALCULATED BY A �4t:P DATE (49°' / V1 CHECKED BY DATE SCALE 1 3 4 5 6 7 8 1 2 3 4 5 5 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 ,5 6 7 8/ 2 3 4 5 6 7 6 1 2 3 D vannucT 2137 3 2 7 4 3 3 7 6 5 4 3 2 e 7 6 5 4 3 2 1 8 7 6 3 2 3 2 1 8 5 3 2 1 B 6 5 3 2 POE Engineering, Inc. 1314 8th St NE #201 Auburn WA 98002 253 - 833 -4052 Title Block" selection. Title Block Line 6 Wood Beam Title : Dsgnr: Project Desc.: Project Notes : # : `K1tlI- O60020t Description : Grid 6R North GLB Material Properties Job # Printed: 14 NOV 2011. 10:07Al2 File: C:IDocuments and SettingslAlan \My Documents\ENERCALC Data Files111- 061.ec6 ENERCALC, INC. 1983 -2011, Build:6.11.4.5, Ver:6.11.4.5 efl a POEEAlGINEE NG; Nt Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7 -05 Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species Wood Grade Beam Bracing : DF /DF 24F - V8 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft : Beam is Fully Braced against lateral- torsion buckling L(0.95) L(1.89) D(0.3675) S(0.6125) 2400 psi 2400 psi 1650 psi 650 psi 265 psi 1100 psi L(1.32) L(0.69) E: Modulus of Elasticity Ebend- xx Eminbend - xx Ebend- yy Eminbend - yy Density 1800 ksi 930 ksi 1600 ksi 830 ksi 32.21 pcf L(0.68) D(4.35) S(7.25) D(0.3675) S(0.6125) y Applied Loads Sax24ER ft Sir 405ft Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.3675, S = 0.6125 , Tributary W Point Load : L = 0.950 k C> 10.0 ft, (mechanical) Point Load : L = 1.890 k (cil 20.0 ft, (mechanical) Point Load : L = 1.320 k p 30.0 ft, (mechanical) Point Load : L = 0.690 k (a) 34.0 ft, (mechanical) Load for Span Number 2 Uniform Load : D = 0.3675, S = 0.6125 , Tributary W Point Load : D = 4.350, S = 7.250 k (a? 9.0 ft, (dead Point Load : L = 0.680 k a(�, 3.0 ft, (mechanical) DES /GM SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection idth = 1.0 ft, (dead + live) idth = 1.0 ft, (dead + live) + live) 0.945: 1 Ma 6.75x28.5 1,892.23 psi 2,002.75psi +D +S +H 41.000ft Span # 1 1.378 in Ratio = -0.452 in Ratio = 1.970 in Ratio = -0.563 in Ratio = Maximum Forces & Stresses for Load Combinations ximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 356 <360 476 249 382 . D e s i g n 0.695 : 1 6.75x28.5 184.05 psi 265.00 psi +D +S +H 41.000 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V C d C F/V C r C m C t Summary of Moment Values Summary of Shear Values Mactual fb- design Fb -allow Vactual fv- design Fv -allow +0 Length = 41.0 ft 1 0.354 0.260 1.000 0.834 1.000 1.000 1.000 -54.03 709.58 2,002.75 8.85 69.02 265.00 Length = 9.0 ft 2 0.304 0.260 1.000 0.971 1,000 1.000 1.000 -54.03 709.58 2,330.67 6.79 69.02 265.00 +D+L+H 0.971 1.000 1.000 1.000 Length = 41.0 ft 1 0.547 0.341 1.000 0.834 1.000 1.000 1.000 83.48 1,096.30 2,002.75 11.59 90.39 265.00 Length = 9.0 ft 2 0.316 0.341 1.000 0.971 1.000 1.000 1.000 -56.07 736.37 2,330.67 7.47 90.39 265.00 • POE Engineering, Inc. 1314 8th St NE #201 Aubum WA 98002 253 - 833 -4052 Title Block" selection. Title Block Line 6 'Wood B.eam Title : Dsgnr: Project Desc.: Project Notes : Description : Grid 617 North GLB Load Combination Segment Length Span # M V C d C FN Cr Cm C t Mactual fb- design Fballow Vactual fv -design Fv -allow Max Stress Ratios Job # gf Pdnted:14 NOV 2011, 10:07AM File: C:IDocuments and SettingsVrlan\My Documents\ENERCALC Data Files111- 061.ec6 • ENERCALC, INC. 1983-2011, Build:6.11.4.5, Ver.6.11:4.5 - --z ' , Licensee POE#ENGINEERING IN Summary of Moment Values Summary of Shear Values +D +S+H 0.971 1.000 1.000 1.000 Length = 41.0 ft 1 0.945 0.695 1.000 0.834 1.000 1.000 1.000 - 144.09 1,892.23 2,002.75 23.60 184.05 265.00 Length = 9.0 ft 2 0.812 0.695 1.000 0.971 1.000 1.000 1.000 - 144.09 1,892.23 2,330.67 18.11 184.05 265.00 +D+0.750Lr+0.750L+H 0.971 1.000 1.000 1.000 Length = 41.0 ft 1 0.495 0.321 1.000 0.834 1.000 1.000 1.000 75.42 990.38 2,002.75 10.91 85.05 265.00 Length = 9.0 ft 2 0.313 0.321 1.000 0.971 1.000 1.000 1.000 -55.56 729.68 2,330.67 7.30 85.05 265.00 +0+0.750L+0.750S++1 0.971 1.000 1.000 1.000 Length = 41.0 ft 1 0.922 0.647 1.000 0.834 1.000 1.000 1.000 140.55 1,845.79 2,002.75 21.97 171.32 265.00 Length = 9.0 ft 2 0.694 0.647 1.000 0.971 1.000 1.000 1.000 - 123.11 1,616.66 2,330.67 15.79 171.32 265.00 +D+0.750Lr+0.750L+0.750W+H 0.971 1.000 1.000 1.000 Length = 41.0 ft 1 0.495 0.321 1.000 0.834 1.000 1.000 1.000 75.42 990.38 2,002.75 10.91 85.05 265.00 Length = 9.0 ft 2 0.313 0.321 1.000 0.971 1.000 1.000 1.000 -55.56 729.68 2,330.67 7.30 85.05 265.00 +D+0.750L+0.750S+0.750W+H 0.971 1.000 1.000 1.000 Length = 41.0 ft 1 0.922 0.647 1.000 0.834 1.000 1.000 1.000 140.55 1,845.79 2,002.75 21.97 171.32 265.00 Length = 9.0 ft 2 0.694 0.647 1.000 0.971 1.000 1.000 1.000 - 123.11 1,616.66 2,330.67 15.79 171.32 265.00 +D+0.750Lr+0.750L+0.5250E+H 0.971 1.000 1.000 1.000 Length = 41.0 ft 1 0.495 0.321 1.000 0.834 1.000 1.000 1.000 75.42 990.38 2,002.75 10.91 85.05 265.00 Length = 9.0 ft 2 0.313 0.321 1.000 0.971 1.000 1.000 1.000 -55.56 729.68 2,330.67 7.30 85.05 265.00 +D+0.750L+0.750S+0.5250E+H 0.971 1.000 1.000 1.000 Length = 41.0 ft 1 0.922 0.647 1.000 0.834 t000 1.000 1.000 140.55 1,845.79 2,002.75 21.97 171.32 265.00 Length = 9.0 ft 2 0.694 0.647 1.000 0.971 1.000 1.000 1.000 - 123.11 1,616.66 2,330.67 15.79 171.32 265.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. "- Defl Location in Span Load Combination Max. " +" Defl Location in Span D+L +S 1 1.9705 19.238 0.0000 0.000 2 0.0000 19.238 D+L +S -0.5626 9.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 18.684 47.446 D Only 6.216 16.509 L Only 2.109 3.421 S Only 10.360 27.515 L +S 12.468 30.937 D+L 8.324 19.931 D+S 16.576 44.024 D+L +S 18.684 47.446 POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB SHEET NO l- ®4'q, OF CALCULATED BY ` ` P DATE U. i v (1/1 CHECKED BY DATE SCALE 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 5 1 2 3 4 5 6 7 6 1 2 3 4 5 6 7 6 1 2 3 4 5 8 7 6 1 2 3 4 5 8 7 8 1 2 3 4 5 6 7 5 1 2 3 CS ..%-4, v2,44. . D PRODUCT 207 3 1 8 7 6 5 4 3 2 8 7 6 5 4 3 2 8 6 5 3 2 7 6 2 7 3 2 5 3 2 8 7 8 5 3 2 7 6 5 4 3 POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB SHEET NO 4 t OF ,,{{ CALCULATED BY Are DATE CA.' ( ( t� { u CHECKED BY DATE SCALE 1 2 3 4 5 6 7 8 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 8 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 SZe.c' Atw PLAT 4 at V . o 1)144° le- Lo ku. a sctr e t. r6..# ;.�,'.VP" . . 1.r01' D PRODUCT207 5 3 2 8 6 5 2 7 3 2 7 2 7 3 2 5 3 2 6 7 6 5 3 2 8 7 5 2 POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB —a6. C SHEET NO t� CALCULATED BY 1 ".F' DATE (.L. / �v I CHECKED BY SCALE OF DATE 1 1 2 3 4 8 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 2 3 4 5 6 7 8 1 2 3 a 5 6 7 8 1 2 3 v Yom. crl- N .r . 8.)......:... 941 r Pte. vt.StVw t.6 0-. -1'. 6.1_x.. • 2 5 2 8 6 A 2 1 6 5 3 2 8 7 5 a 3 2 2 3 2 2 6 5 2 D PRODUCT207 POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 2 3 4 5 6 7 2 3 4 JOB SHEET NO l OF CALCULATED BY 4.F ' DATE ' ( 't ( CHECKED BY DATE SCALE 5 6 7 8 1 2 3 4 5 6 7 8 1 6 7 1 2 3 4 5 .... ... . ....:... .. 2 2 2 tot. a f1.4 1111 11* c,et..e14 F. 4. ...5 %• yp,. .. PA / et-a =. 4" , _ r ail D PRODUCT207 3 2 7 6 3 6 5 3 2 8 2 7 6 3 2 ' POE Engineering, Inc. 1314 8th St NE #201 Aubum WA 98002 253-833-4052 Title Block" selection. Title Block Line 6 .Steel Beam Title : Dsgnr: Project Desc.: Project Notes : L` efi .KVVWU60020D2 t Description : Filter Support Tube Material Properties Job # Printed: 11 NOV 2011. 8:26AM File: C:1Documents and Settings\Alan\My DocumentslENERCALC Data Files111 -061.ec6 ENERCALC, INC. 1983 -2011, Build:6.11.4.5, Ver.6.11.4.5 ieerige -61Y DEIENGINEERING INC Calculations per AISC 360 -05, IBC 2009, CBC 2010, ASCE 7 -05 Analysis Method : Allowable Stress Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination 20061BC&ASCE7 -05 D(0.5) L(1.06) E(1.66) Fy : Steel Yield : 46.0 ksi E: Modulus : 29,000.0 ksi D(1) L(2.13) E(3.32) D(0.5) L(1.06) E(1.66) Span = 16.50 ft HSSBX6X1 /4 Applied Loads Beam self weight calculated and added to loads Load(s) for Span Number 1 Point Load : D = 0.50, L = 1.060, E = 1.660 k 0 1.0 ft, (Filter) Point Load : D = 1.0, L = 2.130, E = 3.320 k (0)11.250 ft, (Filter) • Point Load : D = 0.50, L = 1.060, E = 1.660 k 0 15.50 ft, (Filter) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.472: 1 Section used for this span HSS8X6X1 /4 Mu : Applied 18.325 k -ft Mn / Omega : Allowable 38.792 k -ft Load Combination +D+0.750Lr+0.750L+0.5250E+H Location of maximum on span 11.220ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L +Lr +S Deflection 0.214 in Max Upward L +Lr +S Deflection 0.000 in Max Downward Total Deflection 0.672 in Max Upward Total Deflection 0.000 in Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Mmax + Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn /Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 924 0 <360 294 0 <240 Design�OK_; 0.094: 1 HSS8X6X1 /4 5.311 k 56.229 k +D+0.750Lr+0.750L 0.5250E+H 16.500 ft Span # 1 Summary of Moment Values Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Summary of Shear Values Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L = 16.50 ft +0 Dsgn. L = 16.50 ft +D+L+H Dsgn. L = 16.50 ft 1 +0+0.70E+H Dsgn. L = 16.50 ft 1 +D+0.750Lr+0.750L+0.5250E+H Dsgn. L = 16.50 ft 1 +D+0.750L+0.750S+0.5250E+H Dsgn. L = 16.50 ft 1 +0.60D+0.70E+H Dsgn. L = 16.50 ft 1 1 0.472 0.094 18.33 1 0.122 0.024 4.73 0.345 0.069 13.40 0.366 0.073 14.19 0.472 0.094 18.33 0.472 0.094 18.33 0.317 0.063 12.30 Overall Maximum Deflections - Unfactored Loads 18.33 64.78 38.79 1.32 1.00 4.73 64.78 38.79 1.28 1.00 13.40 64.78 38.79 1.32 1.00 14.19 64.78 38.79 1.32 1.00 18.33 64.78 38.79 1.32 1.00 18.33 64.78 38.79 1.32 1.00 12.30 64.78 38.79 1.32 1.00 5.31 93.90 1.37 93.90 3.88 93.90 4.11 93.90 5.31 93.90 5.31 93.90 3.57 93.90 56.23 56.23 56,23 56.23 56.23 56.23 56.23 Load Combination Span Max. " -" Deft Location in Span Load Combination Max. " +" Deft Location in Span D+L+E 1 Vertical Reactions - Unfactored Load Combination Support 1 0.6719 8.910 Support notation : Far left is #1 0.0000 0.000 Values in KIPS Support 2 Overall MAXimum D Only L Only E Only 5.457 1.003 1.738 2.716 7.802 1.367 2.512 3.924 ' POE Ea'ngineering, Inc. 1314 8th St NE #201 Auburn WA 98002 253-8334052 Title Block" selection. Title Block Line 6 Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 11 NOV 2011, 8:26AM Lry SkeeI Beam fKW= Q6002002 File: C:1Documents and Settings1Alan1My Documents\ENERCALC Data RIes111-061:ec6 . ENERCALC, INC. 1983-2011; Build:6.11.4.5,Ver:6:11.4.5 Ice nsedfg7.e Description : Filter Support Tube Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 D+L D+E D+L+E 2.741 3.719 5.457 3.879 5.290 7.802 POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB L ^ Q 6 SHEET NO OF CALCULATED BY� DATE 4 C l I f' f E� CHECKED BY DATE SCALE 1 2 3 4 5 5 7 8 1 2 3 4 5 6 7 8 1 2 3 4 6 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 6 1 2 3 V7'4° "so -RA- . 1.-t_ C �: :..:..6 So ._ :. /l"' • ....................._ter. cFo! pQP l� .. pal l� 1. vir IA Q 1 8 7 5 3 2 8 5 2 8 6 5 7 3 5 1 8 5 3 7 5 D PRODUCT207 4 - CHORD STE-,.. 4 - ( 8 TO 2 - ( TO Vr* /4 qa 12 V ER.T, 5 - 4 5 E. F. e 6" HOR1Z, (10 TOTAL) e,1-1‘.,. 2-7 '- 0- -'■--„„,o-.0•2-.-....„,-%.„..-N......--...- 1,A.....CS ° .... ......... .,- .. -..._. ..._./ - -- __ 1,4e 6.• ' - -') '' T(PE. A ■ii TYPE A. • ra . ,vi ( . / „........ e TYPE f3 . TYPE , 5 FAL, ) 4 - 5.E . F. ( 8 TOTAL) TYPE 5 TYPE • 5 Q • . • 1 . - (------ (8 TOTAL) TYPE . . t ....,-/..," e . TYPE_ 5 - $ °"'"- -6 • ; \ , - . ) E. F, .:. 'AN1 E- 4 -1,4- CHORD STEEL 4 - (8 -TO 2 - (+To S<, 2 7 1- 0 - N.,..................,„.....$2.,...........-0- .... 111 1 4 momiii UMW 81111.1•1■1111 r I Iri T YP E_. A -r 11. Ilr■ ■i-P TYPE 13 • 0 ( , • TYPE, /,, 0 TYPE- 5 .45 -°0 ) 4 - E . F. ( 8 TOTA L ) --N • TYPE 6 C . -} TYP.... Eir,41111.1.1111111.11111=1111 11W1114 Ate. ''''.------- A•111111•111■ ............... . 11•11/2/111■ 4 - t' 5 E. F, 0 ..... ril , ,,,, / /• ... . 111111 (8,-0,7„..) TY P F 5 - •C. 1..0%..‘.., ■ v..... • q - ------• T YP E. 6 . II 1.4. 'FAL > — -(4,•st) 1/4 'AN EL 10.1041CUIR 4 - 14- C H6R. D STEEL 4 - " (8 To (4 TO < 27 0" 7-*1- 12"%. VERT, 16" 'Y,„, 1-10R rL (10 TOTAL) - .1r ........... ..... .. . .—...--... .111.4.11 CO 1.--- / $1 .mwea■••■— -,/ - - lligra TYPE A Ii• 4r J.- - AT TYPE. A P 4 ' I I t I lisi=r )ts., 1.1..) (____-- , 0 ( (-4?TYPE e) TYPE, 45 FAL ) (10 4 - E F, TBOTA,1_) fieWitrzswiiii Mil 1110111 I _ TYPE 5 .....c,.... Nkss, ) _ Ty(p: Nal .410.... IF i .4 4, Ns PA . \ it■ 1i' Na i,L4..) tw...7 t_01,4-vt ,...i , (3 To-m-,L) tIi. ---1TYPF 5 - = e - . c.vv-v IIIIIIIIII Mill ___1_ •L POE Engineering, Inc. Civil & Structural Engineering /Consulting 1314 8th Street NE, Suite 201 Auburn, WA 98002 (253) 833 -4052 FAX (253) 833 -4053 JOB c• c. SHEET NO Q OF f CALCULATED BY AL 5°� DATE (4, r / E./ / Us CHECKED BY DATE SCALE 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 6 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 8 7 8 1 2 3 4 .0- 3= Vt S £ mow; \ -3/1 D PRODUCT207 2 8 7 fi 5 2 8 7 6 3 7 6 5 4 3 2 7 7 8 5 4 2 7 6 5 4 3 2 7 3 2 7 5 2 PI Permpt Ducting Clamp-Together Ducting THE WORLD'S FASTEST DUCTING • Easy & fast to install, just clamp together, no rivets, screws or welding needed. Cuts installation and downtime by more than 45° • Adaptable to your existing ductwor • Leak-tight laser welded seams, Smooth, fully welded seams prevent leaks, snag possible "bug harbors" • Easy Clean-Outs Easy to remove, clean-out and reinstall - without tools 6614RECTION • Re-useable, easy to modify and easy to move as your needs Llagt'l pY REVIEWED FOR CODE COMPLIANCE APPROVED FEB 08 2012 , and City of Tukwila BUILDING DIVISION • Available in Galvanized and Stainless Steel • Local dealer support RECEIVED DEC 3 0 2011 • Nordfab provides: quick delivery, order tracking, and lower freight costs PERM1TCENTER wit800 532 0830 • 150 Transit ave. Thomasville, M or bipix NORDFAB QDucting WORLD'S FASTEST DUCTING TABLE OF CONTENTS DESCRIPTION TABLE OF CONTENTS PAGE ADJUSTABLE NIPPLE ASSEMBLY FOR DRY APPLICATION 36 AIR VOLUME CHART 42 BLAST GATE (AUTO) 22 BRANCH STYLES 14 CLAMP DIAGRAM 6 CLAMP GASKET ALTERNATIVES 7 COLLAPSIBILITY & LEAKAGE 5 CONSTRUCTION METHODS 11 DIVERTER VALVE 24 DRY SYSTEM INSTALLATION 34 ELBOWS 13 ENGINEERING SPECIFICATIONS 3 EXPLOSION ISOLATION FLAP 26 -27 FITTINGS 9 FLANGED DUCT SPECIFICATIONS 10 FLASHING (WALL & ROOF) 31 FLEX HOSE STYLES 18 GAUGE DATA SHEET 8 GRIPPLE HANGER SYSTEM 29 HEAVY WALL COUPLING INSTALLATION 37 INLINE SILENCER 30 INSTALLING AN IN-CUT OR TAP -IN 30 INSTALLING THE LEAK -FREE GASKET 39 INSTALLING THE LEAK -FREE 0-RING 40 MIST RECYCLER 28 REDUCER STYLES 17 RIGID & ULTRA FLEX METAL HOSE 20 RUBBER FLEX HOSE 19 SD BLAST GATE AUTO 23 SD DIVERTER VALVE 25 SIZING A SYSTEM & USING THE CHART 41 SIZING BRANCHES 15 SIZING ELBOWS & SPECIAL COMPONENTS 12 SLIDING ACCESS PANEL 21 STRUCTURAL INTEGRITY & LEAKAGE CLASS 4 TAKE -OFF SHEET 43 THINGS TO BE AWARE OF WHEN ORDERING 8 TRANSITION STYLES 16 TYPICAL CEILING HANGING METHOD 33 WALL MOUNTING BRACE 32 WET APPLICATION MATERIALS 38 WET SYSTEM INSTALLATION 35 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com 2 NORDFAB QUI(UII - THE WORLD'S FASTEST DUCTING ENGINEERING SPECIFICATION GENERAL ENGINEERING SPECIFICATION FOR LASER QUICK FIT DUCTING AS MANUFACTURED BY NORDFAB OF THOMASVILLE, NC DUCT -WORK: All duct -work shall be of a clamp- together design using a die- formed, rolled edge in which is then joined together by a single lever clamp of similar material. All clamp together ducting shall be of continuous laser welded construction along the longitudinal seam of the rolled form duct with the exception of the 3" which is lock formed. All connections shall have Nitrile seal in clamp for standard and mist installs and an Inertech seal for food grade applications. Duct material sheet blanks are five feet long, which is then rolled and fused together with a laser weld process along the longitudinal seam. The ends of the duct are then pressed in a die to form a rolled bead on each end of the duct. This rolled -end is used for clamping components together as well as reinforcement every 5 feet. COMPONENT MATERIAL: Straight duct and other connecting components to be constructed of galvanized sheets produced by the continuous galvanizing process which conforms to ASTM -A- 653 -CS, and commercial quality ASTM A- 653 -CS. Galvanized sheeting is produced with a minimum spangle with a coating weight of G -90. The G -90 rating means it is coated with a minimum of 0.90 oz. of zinc per square foot, therefore providing excellent corrosion resistance. Stainless duct -work is constructed of stainless steel to be 304 cold rolled with a 2B Finish ASTM -A240. ADDITIONAL INFORMATION: Duct diameters for QUICK -FIT DUCT as follows: "Q -F" 3" through 17" available in 1" increments 18" through 24 " available in 2" increments Note: 19 ",21 ",and 23" can be made. 3 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB Ducting QUI(I4IT- THE WORLD'S FASTEST DUCTING NORDFAB STRUCTURAL INTEGRITY & LEAKAGE CLASS July 16, 2003 To whom it may concern Reference: Structural integrity of "QF" Piping System The Nordfab Laser "Quick -Fit" Piping System has been used in many different industrial applications, and under various negative static pressures. The typical design range we see in our applications, range from -2" wg to -28 wg, however we have some systems operating at vacuums of -32" wg to - 42" wg under normal operating parameters. Should these levels of static pressure be required, we suggest an alternative seal be used in the clamp such as the white Gortex (ePTFE) Seal. This increases the sealing properties on the connection joint. Please take into account that our pipe comes in 5' lengths with a rolled lip on each end, thus providing reinforcement every 5', which presents a sound structural design that should be stronger than any pipe in its class. Sincerely, Niels Pedersen President STRUCTURAL INTEGRITY All fit together ducting systems allow for some degree of leakage. 'Q -F" ducting is no exception and is not sold as an airtight system. In addition to standard Nitrite gasket, NORDFAB offers special clamp gasket material for high heat and enhanced sealing. Further, the applying of sealants to the individual rolled ends can enhance the tight- ness of the system. However, the "Q -F" system is sold as a quick way of installing and modifying duct -work while at the same time retaining the usability of each component. In short, "Q -F" is meant to be able to be taken apart, re- assembled, stored or moved. Completely eliminating the possibility for leakage jeopardizes the inherent benefits of the duct. While NORDFAB is currently unaware of any method of evaluating dust collection piping alone, the following data is presented using the criteria for all duct, including HVAC. This data is presented only for the purpose of indicating acceptability of the "Q -F" in dust/fume removal in a negative pressure situations and should not be confused with the ducting that uses tape or gaskets as sealant in the positive conveyance of air. LEAKAGE CLASS DETERMINED IN ACCORDANCE WITH SMACNA Duct Size Avg. leakage per 100 ft. 5" SP 10" SP SMACNA CLASS 4" 6" 5 CFM 6 CFM 3 7" 10" 2.5 CFM 3.5 CFM 3 11" 24" 2 CFM 4 CFM 3 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com 4 6.ND NORDFAB QUICI-IT- THE WORLD'S FASTEST DUCTING COLLAPSIBILITY & LEAKAGE DATA COLLAPSIBILITY & LEAKAGE DATA COLLAPSIBILITY STRENGTH OF "Q -F" PIPING Each size of piping has been tested for strength against collapsing. The piping was exposed to constant positive pressure and constant vacuum. Each pipe was exposed to a maximum capacity of the test equipment of 80" WG of vacuum and positive pressure. None of the pipe showed any form of deformation during the test. Please take into account that our pipe comes in 5' lengths with a rolled lip on each end, thus providing reinforcement every 5', which presents a sound structural design that should be stronger than any pipe in its class. Pipe and fittings must be installed in accordance with NORDFAB's standard specifications and normal good workmanship practices. LEAKAGE RATE All fit together ducting systems allow for some degree of leakage where they are joined. "Q -F" ducting is no exception and is not sold as an airtight system. However, versus the other ducting typically used in fit together systems, Nordfab's Quick -Fit (Q -F) ducting has fully welded, leak -tight laser welded seams. Spiral and other ducting with lock form seams are NOT fully welded at the seams and can be expected to have higher leakage rates than "Q -F ". In addition to standard Nitrile gasket, NORDFAB offers special clamp gasket material for high heat and en- hanced sealing. Further, the applying of sealants to the individual rolled ends can enhance the tightness of the system. However, the "Q -F" system is sold as a quick way of installing and modifying duct -work while at the same time retaining the usability of each component. In short, "Q -F" is meant to be able to be taken apart, re- assembled, stored or moved. Completely eliminating the possibility for leakage jeopardizes the inherent ben- efits of the duct. Standard "Q -F" is designed to provide tight sealing and efficient airflow under negative pres- sures. To that end we are providing the following information for piping situations where fan sizing is of extreme importance. The following data was obtained using standard components and was performed in accordance with the SMACNA, " HVAC AIR DUCT LEAKAGE TEST MANUAL ". The information gives the leakage rate per joint of duct at various. pressures. To utilize the chart, count the number of clamps (this equals the number of pieces) per size and multiply by the number given beside the corresponding diameter and under the applicable pressure. These numbers assume that the product is correctly installed; free of dents in the joining ends and that the gasket in place. Special gasket material and sealants will increase the sealing capabilities. LEAKAGE RATE IN CFM PER QF JOINT Dia Inches 3 WG 5 WG 7.5 WG 10 WG 15 WG 20 WG 25 WG 30 WG 4 0.20 0.25 0.30 0.30 0.35 0.50 0.60 0.80 5 0.20 0.25 0.30 0.30 0.35 0.50 0.60 0.80 6 0.20 0.25 0.30 0.30 0.35 0.50 0.60 0.80 7 0.20 0.25 0.30 0.30 0.35 0.50 0.60 0.80 8 0.20 0.25 0.30 0.30 0.35 0.50 0.60 0.80 9 0.20 0.25 0.30 0.30 0.35 0.50 0.60 0.80 10 0.20 0.25 0.30 0.30 0.35 0.50 0.60 0.80 12 0.30 0.30 0.40 0.40 0.40 0.60 0.70 0.90 14 0.30 0.30 0.50 0.70 0.80 0.80 0.90 1.10 16 0.30 0.40 0.60 0.70 1.00 1.10 1.20 1.40 18 0.40 0.40 0.70 0.80 1.10 1.30 1.50 1.70 20 0.40 0.60 0.80 0.90 1.20 1.50 1.70 2.00 22 0.40 0.60 0.80 1.10 1.40 1.50 2.00 2.20 5 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB Ducting Q111(41-TIT-,52‘• THE WORLD'S FASTEST DUCTING Danish Style See Detail on Right Die Formed Rolled Edge CLAMP DIAGRAM Q -F CLAMP * Danish Clamps will be sold while supply lasts and then ONLY the USA Clamps will be sold. Almost all galvanized Danish Clamp inventories have been depleted and replaced with the USA Clamps. Position # 1 Seal Will Be Installed And Folded Over At the Factory. It Will Release Easily Due To The Pressure Sensitive Backing. Position # 2 While Clamping Down, Slowly Tuck Extra Seal Underneath The Opposing Side Of Clamp. USA Style * Danish Clamps will be sold while supply lasts and then ONLY the USA Clamps will be sold. Almost all galvanized Danish Clamp inventories have been depleted and replaced with the USA Clamps. Quick -Seal Clamps Since 1986, the Nordfab Quick -Fit clamp has been the world's best selling and best sealing duct clamp. It has set the standard for use in industrial dust, mist, smoke and fume collection. Many have tried to imitate it, but we've found none who have ever matched, or improved upon, its tight, leak- resistant seal. Until now... The New Nordfab Quick -Seal clamp uses our new revolutionary "overlap" design. This ensures the tightest seal possible. Additionally, we have lengthened the handle for the Quick -Seal clamp and made it stronger, giv- ing you more leverage to clamp down for super tight seals. "QF" Clamp Nitrile Gasket 6 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB QUl(1! -TIT -' THE WORLD'S FASTEST DUCTING CLAMP GASKET ALTERNATIVES "Q -F" CLAMP GASKETING ALTERNATIVES 1. NITRILE GASKET - STANDARD • Service temperature: -104 deg to +158 deg with an intermittent max temp of +194 deg. • Standard seal installed in clamp • The standard specifications meet ASTM D 1056. • 3/8" Gasket for 4 ",5 ",6" • 1/2 " Gasket for 7" and larger 2. INERTECH ePTFE GASKET • Service temperature -450 DEG F. to 600 DEG F • FDA suitable for use in food and pharmaceutical industries • Not degraded by any common chemicals [0 -14 PH range] • Non - contaminating and non -aging • 3/8" gasket for 4 ",5 ",6" • 1/2" gasket for 7" and larger TEMPERATURE RATINGS 1. Black rubber 0-Ring material Service temperature: • -40° F. TO 250° F. • 70 Duro -Meter hardness • Vibration Isolator Band 180° 2. Red rubber silicon 0-Ring material Service temperature: -100° F. to 500° F. • FDA suitable for use in food and pharmaceutical industries • Specification: ZZ -R -765 Class 2A and 2B grade 70 AMS -3304E and 3304F and 3303G • Seals inside Blast Gate Cylinder 165° F 3. Diverter gasket 200° F. 4. (RFH) rubber hose 275° F. 5. UHMW seals in blast gates 180° F. 6. Galvanized ducting 500° F. 7. Stainless steel ducting 800° F. 8. RTV high temperature caulk 500° F.* 9. Standard caulk up to 250° F.* 10. Leak -Free epoxy 350° F. *NOTE: For temperatures 250° F. to 500° F. please request RTV High temp silicone caulk on components. There will be a 10% extra charge. GALVANIZED Ducting will accommodate systems 0° to 500° F. with little or no breakdown of the zinc coating. Zinc melting point is 740° F. 304 SS Ducting will accommodate systems 500° F. to 1100° F. with no problems. At temperatures above 800 °, a small amount of "bluing" may occur. 7 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com \NORDFAB THE WORLD'S FASTEST DUCTING GAUGE DATA SHEET & ORDERING INFORMATION QUICK -FIT GAUGE DATA SHEET DIA PIPE ID OD PIPE STD GAUGE NIPPLE ID OD NIPPLE STD GAUGE MAX GALV GA PIPE NIPPLE MAX SS GA UPGRADE 3^ 2.90 3.00 18 3.07 3.15 22 N/A N/A N/A 4^ 3.86 3.93 22 3.96 4.03 22 18 18 18 5" 4.87 4.94 22 4.96 5.03 22 18 18 18 6' 5.89 5.96 22 5.99 6.06 22 18 18 18 7" 6.89 6.96 22 7.00 7.07 22 18 18 18 8^ 7.88 7.95 22 8.00 8.06 22 18 18 18 9" 8.88 8.95 22 9.00 9.06 22 18 18 18 10" 9.89 9.95 22 10.00 10.07 22 18 18 18 11" 10.88 10.94 22 11.12 11.19 22 18 18 18 12" 11.97 12.04 22 12.11 12.17 22 18 18 18 13" 12.97 13.05 20 13.12 13.20 20 18 18 18 14" 13.96 14.04 20 14.10 14.18 20 18 18 18 15" 14.97 15.04 20 15.12 15.20 20 18 18 18 16" 15.97 16.04 20 16.10 16.18 20 18 18 18 17" 16.97 17.05 20 17.07 17.15 20 18 18 18 18" 17.96 18.04 20 18.10 18.18 20 18 18 18 19" 18.91 19.00 20 19.07 19.15 20 18 18 18 20" 19.96 20.04 20 20.10 20.18 20 18 18 18 21" 20.92 21.01 20 21.07 21.15 20 18 18 18 22" 21.97 22.05 20 22.11 22.19 20 18 18 18 23" 22.91 23.00 20 23.07 23.15 20 18 18 18 24" 23.94 24.02 20 24.06 24.14 20 18 18 18 THINGS TO BE AWARE OF WHEN ORDERING "Q -F" 1. Order one clamp per "Q -F" component. • One duct = one clamp • Two elbows = two clamps 2. Specify dimensional information to speed up process: • Transitions A,B,D,L,X, Y and flange style • Branches AxBxC, orAxBxD,orAxBxCxD • Tap -In or In -cuts A, B • Reducer All diameters and end style THERE IS NO SUCH THING AS TOO MUCH INFORMATION ! 3. Look for 60 degree elbows to compliment branch orders. This is typical application since the two components will create a perpendicular run to the trunk line. 4. Ask for flange styles, hole patterns, ID, OD, when applicable. Typical components requiring flanges will be parts that connect to filters, fans or other types of equipment. 8 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB Ducting THE WORLD'S FASTEST DUCTING FITTINGS FITTINGS A) Branch fittings are produced to have a concentric design, as they taper to a specific dimension. Joints are lapped, spot welded, cleaned, and painted with KRYLON Industrial Tough Coat, Acrylic Enamel #1760 Aluminum. Seams are sealed with 3M Scotch -Seal (R) 2084 grey sealant. B) Fitting gauges vary from 22 to 16 gauge depending on the configuration of the branch or fitting. If exact gauge is required, contact factory for more information. C) All standard branch fittings are produced on a 30 degree angle, however other angles are available upon request. D) As a normal practice, internal welds are not cleaned or painted. Cleaning or painting the inside is an option based on the customer's application and is done only at the customer's request with an upcharge. STANDARD EXAMPLES OF VARIOUS FITTINGS AVAILABLE STANDARD CUSTOM 0 NO FIT CUSTOM INFORMATION NEEDED TO ORDER A CUSTOM FLANGE Dia. & Number of Bolt Holes Bolt Center 9 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NN° o° �B QUI(-IT- THE WORLD'S FASTEST DUCTING FLANGED DUCT SPECIFICATION FLANGE DUCT SPECIFICATION Sealant (Field Supplied) 1 /\ 3/8" Lip On Pipe Standard Angle Flange 3/8" x 1 1h "Bolt & Nut A) "Flanged" = Material sheet blanks are 78.75" lg. and rolled with a longitudinal lock formed seam. A angle flange made from angle bar stock rolled on edge is placed on the end of the duct using a Van Stone Flange Connection as illustrated above. (See Nordfab Catalog for sizes) B) Duct should be supported as follows: *3 " -10" diameter == 12' -15' centers *11%24" diameter == 15'- 20' centers Supports should be installed to provide lateral stability to entire piping system. However, each installation differs and should be evaluated properly. C) Duct diameters for FLANGE DUCT as follows: 3" through 24" available in 1" increments 26" through 40 " available in 2" increments 10 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com QUI(JI-SIT -3' THE WORLD'S FASTEST DUCTING CONSTRUCTION METHODS EXAMPLES OF CONSTRUCTION METHODS 1. LONGITUDINAL LASER WELD SEAM FOR "Q -F" PIPE * Applies to all straight duct up to 24 ", and adapters, nipples and collars and most elbows. * NOTE: 3" IS LOCK FORMED FLaser Weld Cross Section Through Pipe 2. STANDING SEAM *Applied to segmented elbows, offsets and end caps. Receiving Lip is / Pressed Over A---- By Machine Cross Section of Standing Seam 3. LONGITUDINAL LOCK FORM SEAM ON FLANGE PIPE * Applies to all straight duct lengths flanged. Lock Form Perform in 3- stages 1- Edges Formed 2- Pipe is Rollled 3- Seam Is Pressed Tight 4. OVERLAPPED. SPOT WELDED SEAM CONSTRUCTION AND QF COLLAR CONNECTION *Applies to all branches, reducers, in -cuts etc. 1 Overlapped Construction Spot Welded Around Circumference "Q -F "Collar lir 5. STANDARD SEAM JOINING METHOD ON HOODS BOXES TRANSITIONS AND SPECIALTY ITEMS * Lapped, then spot welded, and caulked. Caulk Spot Welded Around Circumference / l Typ. 1 /2" Lap 11 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com Q � THE WORLD'S FASTEST DUCTING SIZING ELBOWS & SPECIAL COMPONENTS SIZING ELBOWS The catalog lists the standard sizes and the standard gauges. However, NORDFAB also makes elbows in long radius and in heavier gauges. The elbows can be made in segments or can be made with smooth wall. Pricing for the various sizes and gauges should be obtained by calling NORDFAB. SPECIAL COMPONENTS As with the elbows, NORDFAB is able to provide special hoods or special designed pieces for almost any dust collection application. To obtain help in design or pricing, call NORDFAB. ADAPTING TO EXISTING SYSTEMS There will be instances where the customer will desire to apply "Q -F" duct to an existing ducting system. NORDFAB makes adapters for this purpose. We can provide these in flange to "Q -F" or through simply supplying "Q -F" adapters that can be attached to the end of existing spiral duct so that "Q -F" can be coupled to the duct. CAULKING. USED ON SEAMS OF COMPONENTS A) Scotch Seal (R) 2084 metal sealant. B) 3M ID #62- 2084 - 2631 -2 C) Ingredients: Acetone, acrylonitrile, kaolin, phenolic resin, rosin easter salicylic acid, aluminum pigment zinc oxide, amorphous silica D) Paint used on Welds Krylon Industrial Tough Coat, Acrylic Enamel # 1760 Aluminum PAINTING GALVANIZED COMPONENTS Step 1. Wash down all components with an industrial de- greaser, insuring that no oils or residues are left behind. Step 2. Apply an epoxy primer in a light coating. Step 3. For a final coat, apply an acrylic water base paint. (Example: Glidden Lifemaster) Note: Galvaneal can be provided at additional 10% cost. 12 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com .NORDFAB Ducting QUI(.4IT- THE WORLD'S FASTEST DUCTING ELBOWS ELBOWS A) Standard elbows will have a centerline radii of 1 x dia & 1.5 x dia as specified in catalog .Longer radius elbows are available upon request. B) Standard elbows 3" to 7" are pressed formed, and 8" and larger are gored construction with a lock form standing seam every 15 degrees. Gore type elbows are produced as follows: ANGLE IN DEGREES NUMBER OF GORES 15° (2) 7.5° + 2 nipples 30° (1) 15° + (2) 7.5° + 2 nipples 45° (2) 15° + (2) 7.5° + 2 nipples 60° (3) 15° + (2) 7.5° + 2 nipples 90° (5) 15° + (2) 7.5° + 2 nipples ELBOW STANDARD AND UPGRADES FOR QF AND ANGLE FLANGE NOTE: TUBED ELBOWS ARE AVAILABLE @ 14 GA EXCEPT 3-4" GAL @ 16GA ELBOW DIAMETER GALV STD GAUGE SS STD GAUGE ONE GAUGE UPGRADE MAX LSB STYLE ELBOW 3" 24 14 TUBED N/A N/A 4' 24 14 TUBED N/A N/A 5" 24 14 TUBED N/A N/A 6" 24 14 TUBED N/A N/A 7" 24 22 20 16 8" 22 22 20 16 9" 22 22 20 16 10" 22 22 20 16 11" 22 22 20 16 12" 22 22 20 16 13" 20 20 18 16 14" 20 20 18 16 15" 20 20 18 16 16" 20 20 18 16 17" 20 20 18 16 18" 20 20 18 16 19" 20 20 18 16 20" 20 20 18 16 21" 20 20 18 16 22" 20 20 18 16 23" 20 20 18 16 24" 20 20 18 16 26" 18 18 16 16 • 28" 18 18 16 16 30" 18 18 16 16 32" 18 18 16 16 34" 16 16 N/A N/A 36" 16 16 N/A N/A 38" 16 16 N/A N/A 40" 16 16 N/A N/A R4.00 ( CLR R6.00 (CLR) RI000 (CLR) ELBOW CLR r— TANGENT [HDTV) f CLIR V ) (TVI T— Example shown: 4" 90° Elbow 1.0 CLR = 4" / 1 l f TV I Example shown: 4" 90° Elbow 1.5 CLR =16" TANGENT • [HDDVI (CLRVI • �•{ �TANGENT 1:2 Dm? Diameter Value [ I{DDV I CLR Value Idiamele of elbow muhiplied by CLR) I CLRVJ Tangent Value f TV TV +CLRV•HDDV -OAH 1ovemtl height calculation) Example shown: .1" 90° Elbow 2.5 CLR = 10" NOTE: Overall height calculation only works with 90° elbows. 13 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB Ducting QUI(.I4IT- THE WORLD'S FASTEST DUCTING 5" 30 DEG 4" 30 DEG f'i 1 30 DEG =7, B =5, C =4, D =3 © 30 Deg Standard 3"), Part #: 3226 -07xx. When Ordering, Provide Part # and Description. Examples: 3226 -07 7 -5 -4 -3 or Double Branch 7 -5 -4 -3 BRANCH STYLES 1 6" A =6, B =4 C =5 @ 30 Deg Standard Part #: 3220 -06xx. When Ordering, Provide Part # and Description. Examples: 3220 -06 6-4 -5 or Branch 6-4 -5 6" 60 DEG A =8, B =6, D =4 © 60 Deg Standard Part #: 3221 -08xx. When Ordering, Provide Part # and Description. Examples 3221 -08 8 -6 -4 or Y- Branch 8 -6 -4 5" 1 BRANCH STYLES 45 DEG a 1 + O,A =7, B =5, C =4, D =3 @ 45 Deg Custom Part #: 3226 -07xx. When Ordering, Provide Part # and Description. Examples: 3226 -07 7 -5-4 -3 © 45 Deg or Double Branch 7 -5 -4 -3 © 45 Deg A =6, B =4 C =5 © 45 Deg Custom Part #: 3220 -06xx. When Ordering, Provide Part # and Description. Examples: 3220 -06 6-4 -5 @ 45 Deg or Branch 6-4 -5 @ 45 Deg �e 90 DEG { A =8, B =6, D =4 © 90 Deg Custom Part #: 3221 -08xx. When Ordering, Provide Part # and Description. Examples: 3221 -08 8 -6 -4 @ 90 Deg or Y- Branch 8 -6-4 @ 90 Deg A=6, 90 DEG B © 90 Deg Standard Part #: 3227 -0604. When 1 Ordering, Provide Part # and Description. 6" A A g" Examoles; 1 3227 -0604 or T- Branch 6-4 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com 14 NORDFAB Ducting QUI( -SIT -3 THE WORLD'S FASTEST DUCTING "( CFM) SIZING BRANCHES SIZING BRANCHES _______ x 90 Deg Elbow Branch Typ. @ 30 Deg 6" x 60 Deg Elbow T 6" Dia @ 885 CFM T 5 " Dia @ 615 CFM EXAMPLE: Always work from your machines back toward the filter. Suppose that you have a 5" drop that rises and runs back to join with a 6" drop as sketched above. What size branch will you need? 8" dia (1500 CFM) From Air Volume Chart Branch Typ. @ 30 Deg 6" x 60 Deg Elbow T 6" Dia @ 885 CFM 5" x 90 Deg Elbow 5" Dia @ 615 CFM The 5" pipe carries 615 CFM at 4500 FPM, (See Chart). The 6" pipe will need 885 CFM at the same velocity (See Chart). Added together you have a total of (615 + 885) 1500 CFM coming together. Looking again at the chart under 4500 FPM, you find that 1500 CFM is not listed, but falls very close to the 1570 CFM listed for an 8" pipe. This indicates that the 5" joined to the 6" will require an 8" pipe to carry all of the material at the right velocity. The branch, therefore, will be 8" on the downstream end reducing down to a 5" with a 6" branching off of it. That is listed as a 8-6 -5 branch. 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com 15 NORDFAB ///Ducting THE WORLD'S FASTEST DUCTING TRANSITION STYLES STYLE #1 TRANSITION STYLES /t Built to your specifications. Please list all required dimensions and details. Specify Rectangle End: Flange Type: Specify Round End: ❑ Flanged ❑ Angle Bar ❑ QF ❑ Raw End I.D. ❑ Flat Bar ❑ Flanged STYLE #2 ❑ Raw End O.D. ❑ Sheet Metal ❑ Plasma Cut ❑ Hose Conn. ❑ Raw I.D. Or O.D. NOTE: If no hole pattern is supplied for flanges, they will be supplied "Blank" to be field drilled. "L" = to the greater of B or D Item # Qty. "D" "A" "B" Std 2" Std 2" Material Dwg 16 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDDuccti g QUI(4IT-» THE WORLD'S FASTEST DUCTING "Q -F STYLE" REDUCER STYLES "L" 2v "FLANGED STYLE" A) Reducers are produced by the following formula: "QF" LENGTH = (A -B) + 6" [7" MIN] "FL" LENGTH = (A -B) + 8" [9" MIN] B) Material gauges as follows: NOTE: DIA. GALV. GAUGE SS GAUGE 4" - 12" 22 22 14" - 22" 24 24 14" - 22" 1t i 8 REDUCER STYLES "RAW END STYLE" Any combination of the above style are available upon request. Please specify all the required dimensions and all reducer end configurations (Raw ID, Raw OD Style, QF Style, Flange Style, Etc.). Item# Qty "A" Style `v a„ "Raw" "B" Style F� a„ „Ras (p g.6) STD Z" STD 2" Part Gauge Flange Material Flg Dwg Special Notes 17 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB Ducting QUI(-IT- THE WORLD'S FASTEST DUCTING FLEX HOSE STYLES Length =End of Fitting to End of Fitting FLEX HOSE STYLES ht vt ,(.Qa k\et eet,,ofcre �0� �reov�s e osi e Flat Flange (FFL) NOTE: When ordering Flex Pipe with no fittings (NF) order in 5' -0" increments. (5'0', 10'0', 15'0', etc.) e Ode le o0 140-C 140-C c\ (,Sa kok\ Flex Hose Select Rigid Ultra Flex (UF) For no fitting (NF) tack welded For raw end denote RawID (RID) RawOD (ROD) Quick Fit (QF) end Angle Flange (AF) Flat Flange (FFL) Angle Flange (AF) Quick Fit (QF) end For raw end denote RawID (RID) RawOD (ROD) For no fitting (NF) tack welded NOTES: 1. If no hole pattern is supplied for flanges, you will receive blank flanges (flanges without holes). 2. Any combination of the above style are available upon request. Please specify the inlet diameter, flex hose diameter, and outlet diameter. 3. Note the length is based on the flex hose being stretched out before cutting (not compressed). 4. Special Notes: SP =Spot Weld (Std), ST= Stitch Weld, SO =Solid Weld, BY =Buff Yes, BN =Buff No (Std), note other requirements. Item # Inlet Dia. Inlet End Style (QF, NF, AF, FFL, RID, ROD) Flex Dia. Flex Hose (RF, UF) Outlet Dia. Outlet End Style Length (in.) Material (G, SS) Drawing (Y /N) Special Notes 18 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com \NORDFAB Ducting Q -,� THE WORLD'S FASTEST DUCTING RUBBER FLEXIBLE HOSE Why Buy RFH Hose: • Wider Temperature Range • Versatility • Better UV, Moisture and Weathering Resistance • Will Not Set to The Shape of the Box When Packed RFH RUBBER FLEX HOSE • Superior Chemical Resistance • Better Abrasion Resistance • Outstanding Flex Resistance • Better Looking Product General Purpose Part # 3280 -XX00 -000000 Specifications Temperature Range: -60 F. to 275 F. (intermittent to 300 F.) Standard Color: Black Standard Length: 5' increments with 5' min Sizes: 1", 1.5", 2", 2.5 ", 3 ", 3.5 ", 4 ", 5 ", 5.5 ", 6 ", 7",8 ", 9 ", 10 ", 11 ", 12 ", 13 ", 14 ", 16 ", 18 ", 20 ", 24" • No Cement • Air Tight Description: Constructed of thermoplastic rubber and reinforced with wire helix, RFH is the most versatile general - purpose hose available today. No cements, solvents, chemicals, adhesives or glues are used in the manufacturing process of RFH. RFH has superior chemical resistance and is capable of handling fumes as tough as Methyl Ethyl Ketone, sulfuric acid or toluene. RFH is manufactured in standard black. Please consult us for minimums and prices for other lengths and on non - standard diameters, including metric sizes from 51 mm to 500mm. CVD General Purpose, Economical Part # 3280 -XX00- 700000 Specifications: Temperature Range: -20 F to 180 F Standard Color: Clear Standard Length: 5' increments with 5' min Sizes: 1", 1.5 ", 2 ", 2.5 ", 3 ", 3.5 ", 4 ", 5 ", 5.5 ", 6" 7 ", 8 ", 10 ", 12 ", 14, 16", 18" Description: Constructed of polyvinylchloride and reinforced with steel wire, CVD is an excellent choice for many industrial and food service applications. CVD is an economical alternative to most ducts and sacrifices nothing in performance. CVD is an excellent choice for applications involving fume removal dust collection, ventilation and other more rigorous industrial requirements. Material used in clear hose is FDA acceptable. UFD e Tough Or Severe Service Applications Custom Part Can Be Ordered And Shipped Direct. Part # Custom - Special Order Specifications: Temperature Range: -65 F to 200 F Standard Color: Clear or Black Standard Length: 5' increments with 5' min Sizes: 1", 1.5 ", 2 ", 2.5 ", 3 ", 4" 5" 6" 7" 8" 10" 12 ", 14 ", 16 ", 18" Description: Constructed of thermoplastic urethane and reinforced with a wire helix, UFD offers superior abrasion resistance. UFD is the answer for those who want a lightweight, flexible hose which can handle much abrasion. UFD can be used in numerous applications such as leaf loading, chip handling, dust collection, etc. The superior transparency of the clear UFD allows users to locate blockages. This hose is suitable for severe service applications including vacuum and high abrasion. Material used in dear hose is FDA acceptable. 19 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB Ducting QUK.Il ,SIT - THE WORLD'S FASTEST DUCTING Part # 3281 -XX00 RIGID .METAL FLEX HOSE Inside Dia. (Inches) Appox. Outside Dia. (Inches) Min. CLR Bend Radius Appox. Weight Per Foot (LBS) 1 1/2 1 3/4 12.0 1.00 2 2 1/4 16.0 1.30 2 1/2 2 3/4 18.0 1.60 3 3 1/4 22.0 2.00 3 1/2 3 3/4 25.0 2.30 4 41/4 29.0 2.60 5 5 1/4 34.0 3.00 MEDIUM -HEAVY GALVANIZED OR STAINLESS Part # 3283 -XX00 RIGID METAL FLEX HOSE Inside Dia. (Inches) Appox. Outside Dia. (Inches) Min. CLR Bend Radius Appox. Weight Per Foot (LBS) 6 6 1/4 44.0 3.60 7 7 1/4 50.0 4.20 8 8 1/4 56.0 4.70 9 91/4 61.0 5.30 10 10 1/4 65.0 5.90 12 121/4 76.0 7.00 14 14 1/4 106.0 8.10 ULTRA FLEX METAL HOSE Inside Dia. (Inches) Min. CLR Bend Radius Appox. Weight Per Foot (LBS) 3 21 2.15 4 30 2.65 5 35 2.95 Manufactured in sizes ranging from 3" dia hru 8" dia of stainless steel or galvanized. Some Applications would include Air Handling, and Dust Collection. .017- .020 Strip Thickness Inside Dia. (Inches) Min. CLR Bend Radius Appox. Weight Per Foot (LBS) 6 43 3.55 7 52 4.15 8 60 4.55 Square Lock: Specification: ID Tolerance: +1/4 " - 0 3 " -6" manufactured out of .019 material 7 " -8" manufactured out of .024 material RIGID AND ULTRA FLEX STEEL HOSE CONFIGURATIONS Steel Flex Hose With Raw Ends (Standard) V IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII A Steel Flex Hose With Flange Ends (Custom) IIVIihhllhhhhllhIhllhIhllhIIIhllIMI Steel Flex Hose With Q -F Ends (Custom) VIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII A Steel Flex Hose With Raw Pipe Ends (Custom) 1/1111111111111111111111111111111111/1 NOTE: When ordering steel hose, you have the option of having the hose fitted with several different style end fittings in any number of combinations. Raw hose is priced per foot, and sold only in 5 Ft. increments. Contact your sales rep for pricing on specific lengths and end fittings. 20 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB D ucting QUI(.4IT- THE WORLD'S FASTEST DUCTING Closed position Partially Open Fully Open SLIDING ACCESS PANEL SLIDING ACCESS PANEL The SAP consists of a standard length of QF pipe with an access opening laser cut into it. A pre- mounted 18 -inch sleeve with two clamps and two rubber o -rings that covers and allows access. 0 Pipe Length /Slide Length Access Hole Part Number 6" 59.25 inches /18 Inches 7" x 14" 3103 - 0600 - 100000 7" 59.06 inches /18 Inches 7" x 14" 3103 - 0700 - 100000 8" 59.06 inches /18 Inches 7" x 14" 3103 - 0800 - 100000 9" 58.75 inches /18 Inches 7" x 14" 3103- 0900 - 100000 10" 58.75 inches /18 Inches 7" x 14" 3103 - 1000 - 100000 11" 58.75 inches /18 Inches 7" x 14" 3103 - 1100 - 100000 12" 58.75 inches /18 Inches 7" x 14" 3103 - 1200 - 100000 13" 58.75 inches /18 Inches 7" x 14" 3103 - 1300 - 100000 14" 58.75 inches /18 Inches 7" x 14" 3103 - 1400 - 100000 15" 58.75 inches /18 Inches 7" x 14" 3103 - 1500 - 100000 16" 58.75 inches /18 Inches 7" x 14" 3103 - 1600 - 100000 17" 58.75 inches /18 Inches 7" x 14" 3103- 1700- 100000 18" 58.75 inches /18 Inches 7" x 14" 3103 - 1800 - 100000 20" 58.75 inches /18 Inches 7" x 14" 3103 - 2000 - 100000 22" 58.75 inches /18 Inches 7" x 14" 3103 - 2200 - 100000 24" 58.75 inches /18 Inches 7" x 14" 3103 - 2400 - 100000 The 7 "dimension of the opening is measured around the pipe as shown. �6.000 (7.000 6.000 R0.500 -\ 14.000 -� 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com 21 NORDFAB Ducting QUI(.I141T THE WORLD'S FASTEST DUCTING NFES AUTOMATIC BLAST GATE o 0 0 0 0 00 441 BLAST GATE (AUTO) Wiring Diagram Cylinder Shaft Open _ Sdll Single Solenoid 3 Prong Conn. Provided Close Speed Control For ■ ■ f Speed Control For Opening Motion 1 Closing Motion Air Input Note: 6.9 va Coil 75 psi DESCRIPTION: Automatic energy saving blast gates operated by double - acting compressed air cylinders. Cylinders are controlled by electrically- connecting solenoid to machines or remote switch. Gates are constructed with a special sealing device that reduces air Toss and friction in operation. APPLICATIONS: Gates are used as energy- saving devices for industrial dust extraction where extraction is not always needed and where manual control needs to be eliminated. AVAILABILITY: Material: GALVANIZED or STAINLESS STEEL Sizes in inch: 4, 5, 6, 7, 8, 9, 10, 12, 14, 16, 18, 20, 22, 24, 26 ■■ One cylinder Two cylinder Part numbers: 3245 -XX00 (where XX is the diameter) Special: Customer needs 120 Volt and 75 psi minimum air pressure. 240, 24 and 12 volt AC as well as 24 and 12 volt DC models are available upon request. 22 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB Ducting QUI01-11T--5' THE WORLD'S FASTEST DUCTING SD BLAST GATE (AUTO) SD AUTOMATIC BLAST GATE Wiring Diagram Cylinder Shaft Open � Sdll Single Solenoid 3 Prong Conn. Provided Close Speed Control For ! ■ ? Speed Control For Opening Motion I Closing Motion Air Input Note: 6.9 va Coil 75 psi DESCRIPTION: Automatic energy saving blast gates operated by double- acting compressed air cylinders. The SD version is a Tess expensive alternative to the NFES gate due to omission of the seals. Cylinders are controlled by electrically- connecting solenoid to machines or remote switch. Gates are constructed with a special sealing device that reduces air loss and friction in operation. APPLICATIONS: Gates are used as energy- saving devices for industrial dust extraction where extraction is not always needed and where manual control needs to be eliminated. AVAILABILITY: Material: GALVANIZED Sizes in inch: 4, 5, 6, 7, 8, 9, 10, 12, 14, 16, 18, 20, 22, 24 One cylinder Two cylinder Part numbers: 3242 -XX00 (where XX is the diameter) Special: Customer needs 120 Volt and 75 psi minimum air pressure. 240, 24 and 12 volt AC as well as 24 and 12 volt DC models are available upon request. 23 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB Ducting QUICII-fIT THE WORLD'S FASTEST DUCTING Bolted Access Plate 4— "D" —+ "A" DIVERTER VALVE Automatic 45° only /A \ NA. Shaft w/ .// Bearing 2 l IMM rThis length is 6" on 0 16" `This length is 5" on 0 22" 1 41 Air Flow Tubing Provided DIVERTER VALVES Sd25 Close I Open Solenoid 115 Volt AC 115 Volt Opening Motion NOTE: 6.9va Coil 18 Gauge Closing Motion 75 psi DESCRIPTION: Highly efficient, economical method of diverting flow of material or air. Designed with Q -F or flanged, manual, or air operated. APPLICATIONS: Diverter valves are used for diverting the air to one of two possible directions at a time. Divert the flow of material or air. AVAILABILITY: Material: Sizes in inch: Please NOTE: Part numbers: Special: BLACK METAL or STAINLESS STEEL 3/16" thick 3, 4, 5, 6, 7, 8, 9, 10,11, 12, 13, 14, 15, 16, 17 ,18, 20, 22, 24 Larger sizes available upon request. 45 lateral angle only 3235 -XX00 for manual (where XX is the diameter) 3236 -XX00 for automatic, PLUS read "Special ". Customer needs 120VoIt and 75 psi minimum air pressure. 240, 24 and 12 volt AC as well as 24 and 12 volt DC models are available upon request. 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com 24 ,NORDDFAB A I T ucting Q U I( 4 I 1 THE WORLD'S FASTEST DUCTING SD DIVERTER VALVE SD DIVERTER VALVE Tubing Provided Sd25 i Close Open Solenoid 115 Volt AC 115 Volt Opening Motion NOTE: 6.9va Coil 18 Gauge Closing Motion 75 psi DESCRIPTION: Highly efficient, economical method of diverting flow of material or air. Designed with Q -F or flanged, manual, or air operated. Lighter weight than our heavy duty diverter valve. APPLICATIONS: Diverter valves are used for diverting the air to one of two possible directions at a time. Divert the flow of material or air. AVAILABILITY: Material: Sizes in inch: Please NOTE: Part numbers: Special: BLACK METAL or STAINLESS STEEL 14gr 3, 4, 5, 6, 7, 8, 9, 10,11, 12, 13 Larger sizes available upon request. 45 lateral angle only 3233 -XX00 for manual (where XX is the diameter) 3234 -XX00 for automatic, PLUS read "Special ". Customer needs 120VoIt and 75 psi minimum air pressure. 240, 24 and 12 volt AC as well as 24 and 12 volt DC models are available upon request. 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com 25 ,NORDFAB --DuctingQUI(UIT THE WORLD'S FASTEST DUCTING Without EIF With EIF EXPLOSION ISOLATION FLAP Explosion Isolation Flap The Standards Various NFPA standards require that a dust collection system has a means of preventing the transmission of energy from a fire or explosion to the building/work area. Through extensive testing by a third party testing facility, Nordfab has developed the Explosion Isolation Flap (EIF) type CARZ to be installed upstream of the dust collector. How it works Under normal operation the flap will open as the downstream air moving device generates a flow in the ductwork. Should an explosion happen in the downstream equipment - like a dust collector - a pressure front develops in the ductwork within milliseconds and due to the design of the EIF, the internal flap will be forced closed and seal off the approaching flame front. This prevents .glowing embers and burning material from entering into upstream equipment and spaces. The Design The design of the EIF is critical as the flap must function in milliseconds and therefore must be of light construction but must be strong enough to withstand the explosion pressure. Many full scale tests were performed to arrive at the proper design and assure proper function. The Tests Since the EIF is a safety device, Nordfab submitted the EIF to rigorous testing by an accredited testing facility in accordance with 94/9/EC Directive. Label: ATS.096 CARZ (0120 -0500) CE1180QD St1 Label: ATS.098 CARZ (0560- 01000) The marking is based on product certification by N.B. 1026. The certificates allow max Pfed 0.5 bar pressure resistance for s.zes dia 22" (560mm) and smaller. Sizes 630mm- 1000mm: 0.30 bar Normal Operation 4 Explosion /deflagration 26 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB o Q U I ( 4I I THE WORLD'S FASTEST DUCTING Application: Material Types: Dry Dusts (not designed for combustible gas and vapors and hybrid mixtures of these substances.) Kst Value of Dust < 200 Bar -M / Sec NOT SUITABLE for greater than ST1 dust. Transport Medium: Standard Air Air Velocity In the Device: > than the minimum transport velocity of the conveyed dust. EXPLOSION ISOLATION FLAP Design conditions for ductwork and Air Material Separator (Dust Collector) EIF Designed for Max. Reduced Pressure Pred Size Pred CARZ 5' -22' 0.5 bar CARZ 630mm- 1000mm 0.3 bar Installation: Airflow Explosion Isolation Flap Upstream equipment Dimensions: Always install horizontally Inspection door 22" and larger Min A and Max A 4 Min. Distance Between EIF and AMS Size Min A Max A CARZ 5 " -20" 7' 32' CARZ 22" & 630mm- 1000mm 17' 32' Actual diameter Length (L) Body (B) Weight (Ibs) 5" 17 5/8" 8 5/8" 24 6" 191 /4" 10 1/4" 28 7" 20" 11" 31 8" 20 3/4" 11 3/4" 34 10" 22 3/4" 13 3/4" 42 12" 25 3/8" 16 3/8" 60 14" 26 3/4" 17 3/4" 73 16" 28 5/8" 19 3/4" 95 18" 30 5/8" 21 5/8" 115 20" 32 3/4" 23 5/8" 127 22" 42" 26" 154 630 mm 44 3/4" 28 3/4" 172 710 mm 48" 32" 226 800 mm 51 1/2" 341 /2" 272 900 mm 55 1/2" 39 3/8" 318 1000 mm 59 3/8" 43 3/8" 402 Above dimension chart is for general information. Please consult factory for dimensions based on the connection options 27 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB Ducting ijUl(I-ijT- THE WORLD'S FASTEST DUCTING MIST RECYCLER MIST RECYCLER 0 PART NO. GAUGE (A) INCH (B) INCH BAFFLE SIZE WEIGHT (GALV) 3" 3192 -0300 22 14.00 18.00 10" x 14" 11.10 4" 3192 -0400 22 14.00 18.00 10" x 14" 11.25 5" 3192 -0500 22 14.00 18.00 10" x 14" 11.45 6" 3192 -0600 22 14.00 18.00 10" x 14" 11.60 7" 3192 -0700 22 20.00 24.00 16" x 20" 22.70 8" 3192 -0800 22 20.00 24.00 16" x 20" 22.85 9" 3192 -0900 22 20.00 24.00 16" x 20" 23.10 10" 3192 -1000 22 20.00 24.00 16" x 20" 23.30 11" 3192 -1100 22 20.00 28.00 20" x 20" 32.65 12" 3192 -1200 22 20.00 28.00 20" x 20" 32.85 DESCRIPTION: The Nordfab Mist Recycler (MR) can extend filter media life, reduce maintenance costs and decrease issues caused by capturing and transporting large volumes of liquids to the collector. APPLICATIONS: Mist recyclers are used to extract mist particles from the air to be recycled back to the machine. The baffle acts as a system prefilter and mechanically extracts droplets and mist from the airstream. Liquid collected in the MR drains into a sump and is returned to the machine via a drain port. AVAILABILITY: Material: GALVANIZED 28 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB Ducting QUI(U-SIT t THE WORLD'S FASTEST DUCTING HEAVY WALL DUCT GRIPPLE HANG -FAST Gripple Hang -Fast is a complete solution for hanging mechanical and electrical services. It comes as a ready -to -use suspension kit, with load ratings from 22Ibs to 7151bs. The comprehensive range ensures that installation times are minimized and high productivity is achieved on site. The principal element of all Gripple Hang -Fast assemblies is the Gripple Hang -Fast Grip, which is not only used to terminate the rope but is also the means by which object height can be adjusted. Gripple Hang -Fast Sizes & Working Load Limits ... ITEM # LENGTH WEIGHT AVAILABILITY 3266- 1500- 022LBS 3266- 1500- 100LBS 3266- 1500- 200LBS 3266- 1500- 495LBS 3266- 1500- 715LBS 15' 15' 15' 15' 15' 22 LBS 100 LBS 200 LBS 495 LBS 715 LBS Stainless Sorinos The springs, one in each channel, are manufactured in type 302 Zinc Housing S26 Stainless steel By using zinc, the product is able to combine major anti- corrosion properties with strength and consistent manufacturing quality. �. Setting Key Entry Hole Anchor Point As the wire rope passes through one channel, it is wrapped around a suitable anchor point before being pushed through the second channel. End -Cao The plastic end -cap, which is made from a UV stabilized homopolymer polypropylene simply holds the spring in place. IN STOCK IN STOCK IN STOCK IN STOCK IN STOCK Wire Rope Entry The wire rope is pushed into the Gripple in the direction of the white arrows Setting Key Entry hole Serrated Teeth Each wedge makes contact with the rope using serrated teeth. These bite onto the wire rope and spread the Toad across the length of the wedge maximizing grip while maintaining wire rope strength. Locking Wedges it impregnated steel locking wedges, one in each channel, allow entry of the rope in one direction as the spring is compressed, but creates a vice -like grip as the load is applied in the opposite direction. 29 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com 'NORDFAB Ducting Q THE WORLD'S FASTEST DUCTING INSTALLING A TAP -IN OR CUT -IN INSTALLING TAP -IN OR CUT-IN STEP 1: Temporarily place the in-cut on the main trunk in the required position, and while holding in place, place hand inside of branch and trace the interior of the branch on trunk line where it needs to be cut out. STEP 2: Take down in -cut and drill a starter hole in the main trunk along the line traced from the branch. Then using metal snips or a reciprocating saw, cut out metal piece that has been traced. File or grind any sharp edges to insure efficient flow. STEP 3: Now use an industrial strength silicone sealant to seal between in -cut base and main trunk. STEP 4: Use small sheet metal screws or a banding type clamp material to secure in -cut to the main trunk line. -a• Saddle length + width = 3" all directions from Branch Tube (B). NOTE: Gauge based on "A" INLINE SILENCER Std. Q -F or Angle Flange "C" Pipe connection (Typ. Both Ends) Sound Absorbent/ Material Perforated Tube . "A" "OD" PART NO. ENDS LENGTH (C) GAUGE HOUSING WEIGHT (GALV) 3' 12" 3106-0300 W W W W W W W W LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL 0000 z z z z 000000000000000zzzzzzzz 5ggggggg LL LL LL LL LL LL LL LL 28' 20 10.00 4" 12° 3106-0400 28° 20 21.00 5' 13" 3106-0500 28" 20 35.00 6" 14' 3106-0600 30" 20 43.00 7' 15" 3106-0700 30' 20 54.00 8' 16" 3106-0800 35" 20 65 -00 9" 17" 3106-0900 40" 20 76.00 10' 18" 3106 - 1000 48' 20 89.00 12" 20' 3106 - 1200 54" 20 104.00 14" 22" 3106 -1400 60' 20 122.00 16" 24' 3106 - 1600 64" 20 176.00 18" 26' 3106- 1800 68" 20 225.00 20" 28" 3106 -2000 72' 20 265.00 22' 30" 3106 -2200 76' 20 310.00 24" 32' 3106- 2400 80' 20 406.00 26' 34" 3106- 2600 80' 20 546.00 28' 36" 3106 - 2800 80' 20 600.00 30" 38" 3106 -3000 80" 18 678.00 32" 40' 3106- 3200 80' 18 700.00 34" 42' 3106- 3400 80' 18 770.00 36" 44" 3106 - 3600 80" 18 897.00 38" 46• 3106- 3800 80" 18 974.00 40" 48" 3106 - 4000 80' 18 1.118.00 Saddle length + width = 2" all directions from Branch Tube (B). 1. Silencer to be placed in process line down stream of fan or cyclone collector. 2. Silencer housing constructed of 18 -20 gauge galvanized metal. 3. Silencer should be properly supported in process line. 4. NORDFAB reserves the right to modify the design of the silencer without notice. 5. Efficiencies of Silencer have not been tested, nor are there any guarantees of sound level attenuation. 30 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com No °° ;9 Q FLASHING (ROOF AND WALL) THE WORLD'S FASTEST DUCTING Can be ordered with Raw CoIla with or without lip. WALL FLASHING Wall Outside Flashing Inside Flashing DESCRIPTION: Provides weather protection for Wall penetration. Ordering "one Flashing" provides you with both 1 inside and 1 outside flashing (4 halves). 1 Roof Flashing Roof Skirt Outside Dia. + 8" Made in Two Halves AVAILABILITY: Material: GALVANIZED or STAINLESS STEEL Sizes in inch: 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 20, 22, 24, 26, 28, 30, 32, 34, 36, 38, 40 ROOF FLASHING & SKIRT (SOLD SEPARATELY) 3/4" (LIP) glevation View DIA. Pi.e See Chart SKIRTS Counter Flashing Attached To Duct -work 4 1/8 " 3° Overlap■ 12" ti �3 -1/4" Dia. Holes L In Each PC. Roof Flashing Attached To Roof DESCRIPTION: Provides weather protection for roof penetration. Too View Roof Flashing Made In 2 Halves, Caulked And Riveted. AVAILABILITY: Material: GALVANIZED or STAINLESS STEEL Sizes in inch: 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 20, 22, 24, 26, 28, 30, 32, 34, 36, 38, 40 NOTE: Please specify Wall or Roof Flashing Quantity Dia. Of Pipe # of Sets 31 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB f�/_¢� Ducting QUI(-IT- THE WORLD'S FASTEST DUCTING WALL MOUNTING BRACE TYPICAL WALL MOUNTING BRACE "01" Hanger Size "A" "D" Pipe Size -> Weld 1.5" x 3/16" Flat Bar Weld Typ. Material 1- 1/2 "x 3/16" Angle Bar 1/2" Dia Hole Typ. 3- Places Weld 4" "E" A QTY „A„ „B„ "C" "Di" 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com 32 NORDDucctl g Q THE WORLD'S FASTEST DUCTING Clamp TYPICAL CEILING HANGING METHOD TYPICAL CEILING HANGING METHOD (Check local building codes, Nordfab is not responsible for building code violations) Pipe Hanger Beam Clamp • %"Conduit Pipe Hanger Nut Nut(2x) /3/8 - 16 Threaded Rod HJ Pipe Hanger '/'Conduit Pipe Hanger Beam Clamp NOTE: For most installations, it is recommended that Q -F be supported every 10 -12 feet. However, decisions regarding pipe supports are the responsibility of the local installer as each project has job - specific regulatory and structural constraints per your local regulations. 33 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB Ducting Q THE WORLD'S FASTEST DUCTING GRIPPLE HANGER SYSTEM TYPICAL DRY SYSTEM INSTALLATION TYPICAL DROP FOR DRY SYSTEMS 90 Deg Elbow __\411II Pipe from Branch Adjustable Nipple - Cut End of Pipe Place in the Direction of Airflow Clamp the Hose Adapter To Pipe, Slide Flexhose —s Over Hose Adapter and Clamp with Hose (Wormgear) Clamp Flex Hose to Machine Nipple Fits Over Cut Pipe. Place 0-Ring On Pipe And Clamp Nipples Rolled End to Black 0-Ring. _Blast Gate (Manual Damper) Hose Adapter 5.5" in Length Hose Clamp ( Wormgear Clamp) ELEVATION VIEW Cut Pipe and Adjustable Nipple 1 4" Blast Gate (Manual Damper) 4" Hose Adapter 4" Hose Clamp ( Wormgear Clamp) " Flex Hose - 6-4 -5 Branch " 60 Deg Elbow PLAN VIEW 4" 60 Deg Elbow Completes 90 Deg Turn To Machine Drop Cut Pipe and Adjustable Nipple Standard Branches Come Off At a 30 Deg Angle. 4" 90 Deg Elbow Down To Machine Connection 6" Dia Pipe ' Dia Pipe 6-4 -5 Standard Branch A =6, B =4, C =5 HARD DUCT TO MACHINE J -Pipe 90 Deg. Elbow 1I1 FLEX HOSE TO MACHINE Hose Adapter —► (For Rubber Hose Only) Steel or Rubber Flex Duct To Machine Machine Adapter All (Q -F to Raw) 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com Band Saw 34 NORDFAB Ducting Q U I (U -SIT - THE WORLD'S FASTEST DUCTING DRY SYSTEM INSTALLATION TYPICAL WET SYSTEM INSTALLATION 90 Deg. Elbow Fully Welded "Cut End of Pipe. Place Against the Direction of Airflow. Adjustable Nipple Clamp the Hose Adapter to Pipe. Slide Flexhose Over Hose Adapter and Clamp with Hose Clamp (Wormgear Clamp) 4" 90 Deg.Elbow Fully Welded Flex Hose to Machine TYPICAL DROP FOR WET SYSTEMS 01 11111MW Pipe From Branch Nipple Fits Over Cut Pipe. 4— Place 0-Ring on Pipe and Clamp Nipples Rolled End To Black 0-Ring. Hose Adapter 5.5 " in Length Hose Clamp (Wormgear Clamp) ELEVATION VIEW PLAN VIEW 4" 60 Deg. Elbow Completes 90 Deg. Turn to Machine Drop. Fully Welded Cut Pipe and Adjustable Nipple 4" 90 Deg. Elbow Down to Machine Connection Cut Pipe and 4—Adjustable Nipple 4" 60 Deg.Elbow Fully Welded 6-4 -5 Branch Fully Welded 4" Hose Adapter 4" Hose Clamp (Wormgear Clamp) 4-4" Flexhose NOTE: Blast gates are not commonly used for wet systems. Use butterfly valves for flow control. "`Use Q -F clamps & dual gasketing Standard Branches Come Off at a 30 Deg. Angle. 6" Dia. Pipe —i NOTE: "Use Q -F clamps & dual gasketing 5" Dia. Pipe 6-4 -5 Branch. A =6, B =4, C =5 Fully Welded HARD DUCT TO MACHINE J AL/- Pipe 90 Deg. Elbow �\ (, 1 Machine Adapter —t _ (Q -F to Raw) 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com Band Saw 35 NORDFAB THE WORLD'S FASTEST DUCTING ADJUSTABLE NIPPLE ASSEMBLY FOR DRY APPLICATION INSTRUCTIONS FOR USING THE "QF" ADJUSTABLE NIPPLE WITH RUBBER 0-RING FOR DRY SYSTEM Each QF pipe section is 5 ft. in Iength.To shorten to accommodate an existing span, an adjustable nipple is used. Measure distance to be spanned. Use 0 -ring provided and mark for cut. Cut piece of pipe put 0 -ring on cut pipe, slide nipple over FINISHED CONNECTION USING THE ADJUST NIPPLE ASSEMBLY. Mark distance to be spanned less 4 ". Drill access hole then cut with saw Snap clamp over 0 -ring and one end of nipple. NOTE: KEEP CUT PIPE IN THE DIRECTION AS THE AIR FLOW. 36 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB QUI(4IT / / THE WORLD'S FASTEST DUCTING HEAVY WALL COUPLING INSTALLATION INSTRUCTIONS FOR USING THE HEAVY WALL COUPLING Each QF Heavy Wall pipe section is 5 ft. in tength.To shorten to accommodate an existing span, a heavy wall coupling is used. Measure distance to be spanned. Mark distance to be spanned less 1.7T. Use 0 -ring provided and mark for cut. Drill access hole then cut with saw Weld or mechanically attach the loose collar to the pipe. Place the coupling over your cut piece of pipe with o -ring. Connect the two flanges with the provided nuts and bolts FINISHED CONNECTION USING THE HEAVY WALL COUPLING. 37 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com A,NoNIAFAAt T }�ryj Ducting THE WORLD'S FASTEST DUCTING WET APPLICATION MATERIALS NORDFAB'S LEAK -FREE GASKET AND 0-RING LEAK -FREE GASKET • General purpose oil resistant polymer • Preforms well with many oil, water and hydraulic fluid • Good tear resistance • Should not be used with solvents such as acetone, and MEK, ozone, chlorinated hydrocarbons and nitro hydrocarbons Classification: 1. ASTM D -2000 M2BG510 A24 B34 E014 E034 EF11 EF21 Temperature Range: Low Temperature Range: -30° F to +225° F Intermittent: +280° F LEAK -FREE 0 -RING • Resists corrosion from weather • Preforms well with many oils and chemicals • Resistant to wide temperature range • Tough • Can't damage by flexing and twisting • Grey or black with grey mark Classification: 1. ASTM D- 1056 -68 SBE43 2. ASTM D- 1056 -85, 91, 98 2B3 Temperature Range: Low Temperature Range: -30° F to 225° F Intermittent +280° F NOTE: These materials work in conjunction with Nordfab's standard 0 -Ring. It does not replace it. See Installation Guidelines enclosed. NORDFAB can't guarantee that these materials will work on every application. Please see above for manufacturer's classifications on these materials. When ordering for mist application specify epoxy caulk. 38 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB Ding QUIa! -SIT THE WORLD'S FASTEST DUCTING INSTALLATION OF LEAK -FREE GASKET LEAK -FREE GASKET INSTALLATION The molded Nitrile gaskets slip easily onto one end of the duct and are connected with a standard Q -F clamp to form . a tight and re- useable seal. Note the direction of the airflow when installing the duct. 1) Wipe rolled edge with clean cloth. Then apply a high tack gasket adhesive per the manufacturer's instructions. High tack gasket adhesives can be purchased locally at industrial or automotive suppliers in either aerosol spray or brushable formulations. 2) Carefully place the gasket along the rolled edge of the part, being careful to avoid kinks or voids. Only one gasket is needed per joint. 3) Join the gasketed end of the pipe to a non - gasketed end of the next part in the ducting run using a standard Q -F clamp. The oil -mist gasket, in addition to the gasket inside the Q -F clamp, provides dual protection against leakage. 39 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com NORDFAB QUI(R4IT- THE WORLD'S FASTEST DUCTING INSTALLATION OF LEAK -FREE 0-RING INSTALLATION OF ADJUSTABLE NIPPLE FOR OIL MIST OR WET APPLICATIONS Airflow The patented Nordfab "adjustable nipple" provides unlimited flexibility in the length of a duct run. 1 Cut a standard piece of pipe to length and insert it into the short adjustable nipple section. This assembly will telescope to any length. Place the soft grey (or black with grey mark) o -ring seal onto the cut (inside) piece of pipe and seat it evenly against the rolled metal edge of the adjustable nipple. 2. Place the harder black o -ring seal against the outside of the inner grey seal. The order should be as follows: a) rolled edge or nipple; against b) soft, small- diameter o -ring; against c) standard Nordfab o -ring 3. Finally clamp the standard Q -F clamp over the rolled metal edge of the adjustable nipple and the hard rolled black o -ring for a Teak -free con- nection. [Make sure both seals fit completely under the clamp and that the air -flows from the cut pipe towards the adjustable nipple]. 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com 40 0F DFAB THE WORLD'S FASTEST DUCTING SIZING A "Q -F" SYSTEM SIZING A SYSTEM & USING THE CHART NORDFAB offers assistance to those sales people and customers who have never designed a ducting system before. We can assist you in determining the correct duct size and configuration that will supply you with the correct flow. We have the ability to assist customers in designing a blast -gated system; taking into account flow dynamics that will be affected by blast gates. While blast gates can be used to effectively utilize an undersized filtering system, they can also destroy the flow if not properly placed. USING THE CFM / FPM CHART Different materials need to be moved at different velocities so as to prevent the material from falling out of the air stream. For example: wood chips and saw dust flow well at 4500 feet per minute. Referring to the chart on the next page, you will see that a 4" duct will convey 395 CFM at 4500 FPM. This will mean that a 4" pick -up on a machine will take 395 CFM from your filtering system; or working in reverse, if you know that a machine will require approximately 400 CFM to remove the waste, then you should design a 4" duct for the purpose. Description of Conveyed Material Velocity FPM Example Gases 1,000 - 2,000 All Vapors, Gases and Smoke Fumes 2,000 - 2,500 Welding Oil Mist 2,000 - 2,500 Oily Vapor or Oily Smoke Very Fine Light Dust 2,500 - 3,000 Cotton Lint, Litho Powder, Wood Flour Dry Dusts and Powders 3,500 - 4,000 Light Shavings, Rubber Dust, Soap Dust Typical Industrial Dust 3,000 - 4,000 Grinding or Buffing Dust, Granite /Brick/Clay Dust Heavy Dusts 4,000 - 4,500 Heavy or Wet Sawdust, Metal Tumings, Sand Blast Dust, Wood Blocks Heavy or Moist 4,500 + Moist Cement Dust, Quick -Lime Dust, Sticky Buffing Lint 41 800 532 0830 • 150 Transit ave. Thomasville, NC • www.nordfab.com 800 532 0830 • 150 Transit ave. Thomasville, NC • 0 a v Q 0 N AIR VOLUME IN DUCTS IN CUBIC FEET PER MINUTE (CFM) VELOCITY IN FEET PER MINUTE (FPM) DUCT 0 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 7000 3 100 125 150 170 195 220 245 270 295 320 345 4 175 220 260 305 350 395 440 485 525 570 615 5 275 340 410 475 545 615 680 750 820 885 955 6 395 490 590 685 785 885 980 1080 1180 1275 1375 7 535 670 800 935 1070 1205 1335 1470 1605 1735 1870 8 700 875 1050 1220 1395 1570 1745 1920 2095 2270 2445 9 885 1105 1325 1545 1765 1990 2210 2430 2650 2870 3090 10 1090 1365 1635 1910 2180 2455 2725 3000 3270 3545 3820 11 1320 1650 1980 2310 2640 2970 3300 3630 3960 4290 4620 12 1570 1965 2355 2750 3140 3535 3925 4320 4710 5105 5500 13 1850 2300 2770 3225 3685 41:50 4610 5070 5530 5990 6450 14 2140 2675 3205 3740 4275 4810 5345 5880 6415 6950 7485 15 2450 3070 3680 4300 4900 5520 6130 6750 7360 7970 8590 16 2790 3490 4190 4885 5585 6285 6980 7680 8380 9075 9775 17 3150 3940 4730 5515 6300 7090 7880 8670 9450 10240 11030 18 3535 4420 5300 6185 7070 7950 8835 9720 10600 11485 12370 20 4365 5455 6545 7635 8725 9815 10910 12000 13090 14180 15270 22 5280 6600 7920 9240 10560 11880 13200 14520 15840 17160 18480 24 6285 7855 9425 10995 12656 14135 15710 17280 18850 20420 21995 26 7370 9210 11055 12900 14740 16580 18420 20270 22110 23950 25800 28 8550 10685 12820 14960 17100 19230 21310 23500 25650 27780 29920 30 9800 12260 14700 17170 19625 22080 24530 26990 29440 31890 34350 32 11160 13950 16750 19541 22330 25120 27910 30700 33490 26280 39070 34 12600 15755 18905 22055 25210 28360 31510 34660 37810 40965 44115 36 14130 17665 21195 24730 28260 31800 35325 38860 42390 45925 49455 38 15745 19680 23615 27550 31490 35425 39360 43295 47230 51170 55100 40 17445 21800 26170 30530 34890 39250 _ 43610 47975 52330 56700 61055 (w13) .HVH3 31A1f110A HIV 800 532 0830 • 150 Transit ave. Thomasville, NC • "QF" PARTS LIST TAKE -OFF WORKSHEET Your Name: Fax: Company Name: Phone: Project: Page _ of Date: QF DIA. PIPE 5'0" LONG (3 "0 39 ") AD). NIPPLE INCL O -RING ELBOWS BLAST GATES FLOOR SWEEP MACHINE ADAPTOR STAND. IS QF TO ID FLEX HOSE ADAPT. QF CLAMP PIPE HANGER FLEX HOSE RUBBER OR STEEL FLEX HOSE CLAMP MISC. FITTINGS (REDUCERS, ADAPTORS, TRANSITIONS, ANY FITTINGS THAT CAN NOT BE SPECIFIED ELSEWHERE) BRANCH, DOUBLE BRANCH & Y BRANCH 90' 60' 45' 30' A B C D QTY 3" 4" 5" 6" 7" 8" 9., 10" 11" 12" 13" 14" 15" 16" 17" 18" 20" 22" 24" QUICK -FIT FAST FAX: 336- 889 -7873 133HS h10 3)IVI 2111CR-TIT Clamp-Together Ducting THE WORLD'S FASTEST DUCTING FAX TO YOUR DISTRIBUTOR El HAVE MY LOCAL DUCTING EXPERT CONTACT ME NAME: COMPANY: ADDRESS: CITY: ST: ZIP: PHONE: FAX: EMAIL: CURRENT NEED: DATE NEEDED: Available from this distributor: THE FIRE PROTECTION INTERNATIONAL CONSORTIUM, INC. FIRE PROTECTION - LIFE SAFETY - CODE CONSULTING SECURITY - PERFORMANCE BASED DESIGN http: //www.the- fpi.com November 28, 2011 Tukwila Fire Department Fire Prevention Bureau Alan Metzler, Fire Project Coordinator 444 Andover Park East Tukwila, WA 98188 Tukwila Building Department Dave Larson 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Iron Mountain Dust Collector 3225 S. 116th Street, Suite 133 Tukwila, WA 98168 Dust Collector Alternative Compliance with IMC 511.1.1 Ne,,.. FILE Pislb ow t~• REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION Iron Mountain has developed plans to increase the efficiency and fire safety of the existing paper shredding, baling and dust collection system at their current location in Tukwila. Key features of the fire safety improvements are relocation of the bag house to an exterior wall, installation of deflagration venting at the dust collector, installation of an explosion isolation valve and rapid abort gate on the system, installation of a spark detection and suppression system in the duct ahead of the dust collector, installation of fire sprinklers at key locations in the process stream, and installation of a magnet downstream of the shredders to capture metallic debris which could otherwise potential create a spark elsewhere in the process stream. At the request of Iron Mountain, Fire Protection International Consortium, Inc. has developed this report in support of locating the proposed dust collector inside the building located at the above referenced address. In developing this report we have reviewed the Proposed Dust Collection Layout drawing developed by Dantherm Filtration dated 9/13/2011, as well as pertinent sections of NFPA 654, Standard for the Prevention of Fire and Dust Explosions from the Manufacturing, Processing, and Handling of Combustible Particulate Solids, 2006 Edition. 3600 Clayton Road, Ste E Concord, CA 94521 (925)825 -4643 w. comeaux@the- tpi.com 1202 N 75th St. #279 Downers Grove, IL 60516 (630) 985-3106 j.schultz@the- fpi.com 9702 SW 57th Street Cooper City, FL 33328 (305) 915-0488 rick@fhe- fpi.com CORRECTION 11 I 1%. 1I 5 LTR#___A___ 1420 Marvin Road NE Suite C #432 Lacey, WA 98516 (360) 878-9267 c.anderson@the-fpi.com REGEN EL DEC 302011 PERMIT CENTER Fire Protection International Consortium, Inc. The 2009 IMC section 511.1.1 calls for the dust collector to be installed outside the building with several exceptions allowing the unit to be located inside. In this case compliance with NFPA 654 is proposed as a means of complying with IMC 511.1.1 exception 2. NFPA 654 allows for installation of the dust collector inside if one of the three means of protection listed under Section 7.13.1.2 is provided. In the case of this system, deflagration vents, venting directly to the building exterior, are proposed. These vents are integral to the dust collector and have been designed by Nederman, a world leader in industrial air filtration. Dantherm is a subsidiary of Nederman. Their design was done in accordance with NFPA 68, Standard on Explosion Protection by Deflagration Venting. Three vents, each 24" x 36 ", are to be provided as shown on the drawings. Dantherm has provided explosion vent sizing calculations based on the requirements of NFPA 68. Their calculations determined a required vent area of 1.5090 m2 (16.243 ft2). 1.5280 m2 (16.447 ft2) are planned for installation. Dantherm's calculation summary is attached to this report as Appendix A. In addition to the deflagration vents, several other safety features are being incorporated. An isolation valve will be installed on the 32" diameter main dud trunk upstream of the dust collector. In the unlikely event of an incident within the duct collector, this valve will rapidly close in response to increased pressure in the system. This valve isolates the remainder of the ducting and other shredder /baler system machinery from the incident. The proposed isolation valve is an Explosion Isolation Flap (EIF) type CARZ to be installed upstream of the dust collector. Technical data regarding the EIF is attached as Appendix B. A high speed abort gate will be installed on the exhaust line to divert exhaust to the exterior of the building in the event of a deflagration incident within the dust collector. This gate will be activated by spark detection installed within the main duct trunk upstream of the dust collector as well as by a smoke detector that will be placed on the exhaust outlet of the filter. The high speed abort gate is manufactured by Imperial Systems, Jackson Center, PA. Technical data regarding the abort gate is attached as Appendix C. The spark detection and suppression system is installed in the main 32in duct truck upstream of the dust collector. This system is designed to detect sparks/embers within the duct and activate a water extinguishing set also installed in the duct. Nederman is providing a FLAMEX spark extinguishing system as indicated on the drawings. This system is intended to detect sparks and extinguish them prior to their entering the dust collector, thus avoiding the potential ignition source which could lead to a deflagration incident. This system also satisfies the requirement that any ducts conveying flammable /combustible materials where the diameter of the duct is 10 inches or greater be equipped with fire suppression in accordance with 2009 IMC section 510.7. Technical data regarding the spark detection system is attached to this report as Appendix D. Also included in Appendix D is this products information from the Factory Mutual Approval Guide. Although the spark detection/suppression system noted above satisfies IMC 510.7, sprinklers are also proposed to be installed at the enclosed conveyor between shredders 1 and 2, baler hopper, and dust collector. This arrangement has been successfully implemented in other Iron Mountain facilities. November 28, 2011 Iron Mountain The FPI Consortium, Inc. 2 11 -1034 Fire Protection International Consortium, Inc. Based on the rationale above Iron Mountain will, with the City's approval, move forward with installation of their dust collector inside their facility. Please contact me at your convenience with any questions or concerns related to this issue. Respectfully, FIRE PROTECTION INTERNATIONAL CONSORTIUM, INC. Carl P. Anderson, PE November 28, 2011 Iron Mountain The FPI Consortium, Inc. 3 11 -1034 APPENDIX A Explosion Vent Calculation Summary - Dantherm Filtration y 14 �� 0 ;.' 1 i i I F Q Number of Vent Panels (n) Fireball Dimension (Axial Distarcei(D) Flame Length Factor (Ippt8 chemical, K=10 metal] Total Equipment Air Volume (Vk } �i: '. P. P. 1 I $ w I l._ Minimum Necessary Vent Area (AVFkl N p t q 5 � 14 ill J1 ttEI „< Espinsion Vent Relief Ares Width (Wrak Explosion Vent Relief Area Length (.rxk iii!!! nal g l ai 11 wl 3 [Fi glii_gr G'�w`fsn m �rj b I I� HIV, HiPd " " " " 3 � i '" 3 1 ; I I i1 '" 1° 'i °°E S t �n +i%§ i 3 yQ y�N 3 3 uw$o'241 C x R V metric 11.80 m' /sec r �,,;3” !: i 3" �,,. m i III il 1 Iii 1 b w N mt I,r r o gypi++ Hz ,.m i wv.° to ro u Q ;; bar bar 5 ii k k 3 3 APPENDIX B Explosion Isolation Flap Explosion Isolation Flap Type CARZ Nederman Explosion Isolation Flap The Standards Various NFPA standards require that a dust collection system has a means of preventing the transmission of energy from a fire or explosion to the building/work area. Through exten- sive testing by a third party testing facility, Nederman has developed the Explosion Isola- tion Flap (EIF) type CARZ to be installed upstream of the dust collector. How it works Under normal operation the flap will open as the downstream air moving device generates a flow in the ductwork. Should an explosion happen in the downstream equipment - like a dust collector - a pressure front develops in the ductwork within milliseconds and due to the design of the ELF, the internal flap will be forced closed and seal off the approaching flame front. This prevents glowing embers and burning material from entering into upstream equipment and spaces. The Design • IC +, • 4. w, • Cn M The design of the EIF is critical as the flap must function in milliseconds and therefore must be of light construction but must be strong enough to withstand the explosion pressure. Many full scale tests were performed to arrive at the proper design and assure proper function. The Tests Since the EIF is a safety device, Nederman submitted the EIF to rigorous testing by an accredited testing facility in accordance with 94/9/EC Directive. Label: ATS.096 CARZ (0120-0500) CE1180 ®D St1 Label: ATS.098 CARZ (0560-01000) The marking is based on product certification by N.B. 1026. The certificates allow max P.d 0.5 bar pressure resistance for sizes dia 22° (560mm) and smaller. Sizes 630mm- 1000mm: 0.30 bar Normal Operation Explosion /deflagration e ennan Application: Material Types: Dry Dusts (not designed for combustible gas and vapors and hybrid mixtures of these substances.) Kst Value of Dust < 200 Bar -M / Sec NOT SUITABLE for greater than ST1 dust. Transport Medium: Standard Air Design conditions for ductwork and Air Material Separator (Dust Collector) EIF DESIGNED FOR MAX. REDUCED PRESSURE P, SIZE P. CARZ 5' -22' 05 bar CARZ 630mm- 1000mm 03 bar Air Velocity In the Device: > than the minimum transport velocity of the conveyed dust. Installation: Airflow -s Explosion Isolation Flap IAlways install horizontally Upstream equipment Dimensions: nLn Inspection door 22" and larger Mm MIN. DISTANCE BETWEEN EIF AND AMS SIZE MIN A CARZ 5" -20" 7 CARZ22' &630mm- 1000mm 17 • AMS (Dust Collector) ACTUAL DIAMETER LENGTH (L) BODY (B) WEIGHT (LBS) 5' 17 5/8' 8 5/8" 24 6' 191/4" 101/4" 28 7' 20' 11" 31 8' 20 3/4' 11 3/4' 34 10' 22 3/4' 13 3/4' 42 12' 253/8' 163/8' 60 74' 26 3/4' 17 3/4' 73 16' 28 5/8" 19 3/4' 95 18' 30 5/8' 21 5/8' 115 20' 32 3/4' 23 5/8' 127 22" 42' 26' 154 630 mm 44 3/4' 28 3/4' 172 710mm 48' 32" 226 800mm 511/2" 341/2' 272 900mm 551/2" 393/8' 318 1000 mm 59 3/8" 43 3/8' 402 Above dimension chart is for general information. Please consult factory for dimensions based on the connection options Bringing superior conditions to the workplace and the environment For more than 60 years Nederman has developed, manufactured and marketed products and system solutions to reduce the strain on the environment and improve working conditions in numerous industries. Our products and systems have been ground- breaking in industries such as Machining, Metal Fabrication, Automotive, Composite Manufacturing, Food, Paper, Chemical, Pharmaceutical and many others. Today companies all over the world are using equipment from Nederman. www.nedermanfilters.com REGISTERED ISO 9001:2008 14001:2004 Nederman Sales companies m: Australia Austria. Belgium. Brazil, Canada, China, Czech Rep., Denmark, Fran, Germany, Hungary, India, Ireland, Northern Ireland. Norway, Poland, Portugal Romania, Russia, Slovakia, Spain, Sweden, Thailand, United Kingdom. USA Nederman Agents in: Bulgaria. Cyprus, Egypt Estonia, Roland, Greece, Holland, Hong Kong, Iceland, Iran, Ireland, Italy, Japan, Korea, Latvia, Lithuania, Malaysia, New Zealand, Philippines, Saudi Arabia, Serbia, Singapore, Slovenia, South Africa, Switzerland, Taiwan, R.O.C, Thalia rut Turkey, United Arab Emirates EIF.0311.2 Explosion Isolation Flap in Pipe System - Daath ria- Type CAR Z with ATEX certificate Application The explosion isolation flap type CAR Z can be used for explosive dust type St1 as well as for non -explosive dust. Minimum 2 meter straight duct required to fulfil ATEX, see drawing. For dimensions 560 -1000, minimum 5 meter straight duct is required. Ordering At ordering, please specify the following: Dust characteristics Kst and P-Maid Zone -rating of place for installation (Non -zone, zone 22 or zone 21) SECTION A -A CARZ datasheet Version 1010 /US Description Welded construction in grey painted steel plate with strong rubber seal. Concerning dimensions of QF edges, flanges etc., we refer to data sheets for QF duct systems and flange duct systems, respectively. Marking The back pressure flap valve type CAR Z is marked: CE1180 D St1 The marking is based on product certification by N.B. 1026. The certificates allow max Pred 0,5 bar pressure resistance for sizes dia 560 mm and smaller. Sizes 600 -1000: 0.30 bar MIN 2m (5'-20") / 5m (22"- 1000mm) (MIN 6' -8" (5"-20") / 16' -6" (22 "- 1000mm) AL L Type QF Flange Part No. 7790 - 23060 -xxxx2 7790 - 23360 -xxxxZ Size xxxx 0 mm (in) L mm (in) B mm (in) Weight kg (Ib) 0 mm (in) L mm (in) B mm (in) Weight kg (lb) 5" 0500 124 (4.870) 448 (17.638) 220 (8.661) 11 (24.3) 124 (4.870) 448 (17.638) 220 (8.661) 12 (26.5) 6" 0600 150 (5.890) 488 (19213) 260 (10.236) 13 (28.7) 150 (5.890) 488 (19.213) 260 (10.236) 14 (30.9) 7" 0700 175 (6.890) 508 (20.000) 280 (11.024) 14 (31.3) 175 (6.890) 508 (20.000) 280 (11.024) 15 (33.1) 8" 0800 200 (7.880) 528 (20.787) 300 (11.811) 19 (41.9 200 (7.880) 528 (20.787) 300 (11.811) 20 (44.1) 10" 1000 251 (9.890) 578 (22.756) 350 (13.780) 20 (44.1) 251 (9.890) 578 (22.756) 350 (13.780) 21 (46.3) 12" 1200 304 (11.970) 643 (25.315) 415 (16.339) 27 (59.5) 304 (11.970) 643 (25.315) 415 (16.339) 29 (63.9) 14" 1400 355 (13.960) 678 (26.693) 450 (17.717) 33 (73.0) 355 (13.960) 678 (26.693) 450 (17.717) 35 (77.4) 16" 1600 406 (15.970) 728 (28.661) 500 (19.685) 42 (93) 406 (15.970) 728 (28.661) 500 (19.685) 44 (97.0) 18" 1800 456 (17.960) 778 (30.630) 550 (21.654) 45 (992) 456 (17.960) 778 (30.630) 560 (21.654) 48 (105.8) 20" 2000 507 (19.960) 828 (32.598) 600 (23.622) 49 (108.0) 507 (19.960) 828 (32.598) 600 (23.622) 52 (114.6) 22" 2200 558 (21.970) 1068 (42.047) 660 (25.984) 58 (127.2) 558 (21.970) 1068 (42.047) 660 (25.984) 63 (138.2) 630mm 0063 X X X X 630 (24.803) 1138 (44.803) 730 (28.740) 77 (168.7) 710mm 0071 X X X X 710 (27.953) 1218 (47.953) 810 (31.890) 95 (209.4) 800mm 0080 X X X X 800 (31.496) 1308 (51.496) 900 (35.433) 123 (272.1) 900mm 0090 X X X X 900 (35.433) 1408 (55.433) 1000 (39.370) 144 (317.9) 1000mm 0097 X X X X 1000 (39.370) 1508 (59.370) 1100 (43.307) 182 (402.1) APPENDIX C High Speed Abort Gate Imperial Systems, Inc. Heavy Duty Abort Gates are engineered to keep your employees and business safe. Heavy Duty Abort Gates are an important part of any duct spark or leak detection system. Proper Uses for a Heavy Duty Abort Gate: • An abort gate can be located prior to the inlet of a dust collection system to prevent a flame or burning ember from entering the dust collection system. This method is used if extinguishment from your spark detection equipment is not adequate or not an option. • Leak detection or broken bag sensors can activate • the abort gate in the event of a filter failure. The abort gate can be placed on the return air side of `` the dust collector to redirect contaminated air to safe location. Advantages • Engineered by the Dust Collection Experts • Robust 3/16" Plate & 10 Gauge Carbon Steel Construction • Precise, Strong Welds • Fail-Safe Electro Magnets • Factory Tested Prior to Shipment • 100% compatible with all brands of fire & explosion suppression equipment Features • OSHA safety yellow industrial enamel • 110 volt control panel • Manual gate reset by a hand -crank actuator • Gate accelerating springs • Removable gate • Steel gate seals • Available in sizes 4° to 60" • Limit switches for gate position indication Optional Features • Electric gate reset • Weather hood • Inlet and Outlet transitions • Support structure • Ladder and service platform • • • Imperial Systems Inc is your dust collection & art pollution control expert from designing and installing dust collection systems to manufacturing industry leading products. engineered for outstanding quality. safety and value All products can be fabricated to meet specific needs. High Speed Abort Gate Installation, Operation and Maintenance Manual Document AG -2010 Job Number. Customer: Date: Model: 300 Imperial Drive I Jackson Center PA 16133 T 724.662.2801 F 724.662.2803 E info@isystemsweb.com www.isystemsweb.com I High Speed Abort Gate Owner's Manual Imperial Systems, Inc. Abort Gates are an important part of any duct spark or leak detection system. The abort gate meets the requirements of the NFPA 664. Proper Uses for a High Speed Abort Gate: • An abort gate can be located prior to the inlet of a dust collection system to prevent a flame or burning ember from entering the dust collection system. This method is used if extinguishment from you spark detection equipment is not adequate or not an option. • Leak detection or broken bag sensors can activate the abort gate in the event of a filter failure. The abort gate can be placed on the return air side of the dust collector to redirect contaminated air to safe location. Installation Requirements For maximum effectiveness, and intended purpose, the abort gate should be located on the positive pressure side of the fan. Gate location on the negative side of the fan will cause the upstream airflow to stop and may not discharge the hazard to the atmosphere. An abort gate should be installed in the horizontal position. Installation in an inclined pipe is permissible up to 30° from horizontal (air flow direction, uphill only) but is not recommended and should be avoided, if possible. Installation in a vertical pipe is not permitted. The abort gate requires its own support and access. Pipe that is connected to either end of the abort gate should be supported near the gate to prevent an additional load on the gate. Typical support and access drawings are furnished by Imperial Systems, Inc. Electrical Requirements A prewired electrical control panel is supplied as part of the abort gate. This panel should not be removed from the gate and relocated. Power requirement to the panel is 120VAC, 60Hz, Single Phase. Control wiring between the panel and the spark detection system console is also required. 2 Operation In normal operation, the abort gate blade is held in position by a strong electromagnet. When activated by the spark detection system, power ceases to the magnet causing it to de- energize and release the blade to the abort position. The magnet will not re- energize until the spark detection system console has been reset. To reset the abort gate to the normal position, push the RAISE button on the abort gate control panel. Once the blade is in position, release the RAISE button. The green ARMED light will come on when the actuator is fully retracted. To manually reset the abort gate, the blade must be lifted back to position using a come -along and lifting eyes provided. The abort gate is equipped with limit switches to indicated blade and linear actuator positions. A green ARMED light indicates that the blade is in normal position, being held by the magnet, and that the actuator is fully retracted to its resting position_ Any variation in the position of the blade or actuator will be indicated by a red TRIPPED light on the control panel. A test button is also on the control panel. This is used for local testing or activation of the abort gate. Before resetting the blade, it is necessary to completely inspect the blade sealing surfaces for any build up of material that might cause interference or an incomplete seal. Close attention is needed at the back of the blade to ensure that no material build up has occurred in the 'crotch". Any build up in this area may prevent complete blade closure and magnet latching. Important: Close attention is needed at the back of the blade closest to the pivot shaft A. Ensure that NO material build up has occurred in the "crotch ". B. "Rope° part of the tadpole sealing gasket has to be snugly fitted against retainer flat bar, w/ "Flag" of the tadpole COMPELETELY tucked under the retainer bar. This is to ensure that "Rope" does not get sandwiched between retainer bar and mating sealing surface, which causes blade not to fully seat and prevents magnet from making good contact. 3 Pre- Operation Checks: Prior to shipping the abort gate, all adjustments in sealing tightness, actuator operation, limit switches and magnet position are made, and the gate is test- cycled several times. Due to shipping, there is a possibility that some readjustment of limit switches and /or magnet height will need to be made. After installation of the abort gate, several test cydes of aborting and resetting the blade will determine if any adjustments are necessary. It is very important to ensure that the magnet has a complete magnetic hold on the spring - loaded blade before the actuator starts retracting to the rest position. Damage to the actuator will occur if the blade drops before the actuator completes its return stroke. For Technical Service or Replacement parts, please contact Imperial Systems, Inc. 800- 9018 -3013. Manual Abort Gate Operating Instructions: 1. Crank handle to raise the blade until the blade contacts the magnet. 2. Crank the handle in reverse to lower the arming leaver. The blade up light will stay on indicating that the magnet is holding the blade. 3. Lower the arming leaver until the armed light is on. WARNING: Dropping the blade when the arming leaver is not in the fully retracted position will damage the unit. Spare Parts List: • BRF- DOORTRIMSEAL per ft • Bearing 2 per abort gate • Limit switch 2 on manual, one on electric • Electric actuator (electric unit only) • Crank jack (manual only) • Springs 4 • A 1 R I C_ I D 1 Ii I F 1 G 1 II 1 1 1 K. • i • 1 S • 6 LI MAGNET ARMED 1 13 120V,1C INPUT SPARK DETECT CONSOLL —0-I\ o 9 CR 6 8 O O AC AC N N BLADE UP 'e' 0 J ._ '/_ - r1 7 'C a - - Tt ARMED N' A D C 1) 1 E l F 1 G 11 ABORT GATE ELECTRICAL SCHEMATIC Waal htporial e DrM Ago. IMPERIAL 8YSTEMBFp�{�,,.�rP�nm WA L M a.o 1 ras 419 -ELE .f4 • • 4 3 • 6 • 7 6 8 2 4 5 6 7 e A 1 B 1 C 1 D I E I J K L 1 I( e0A rust 62021 100 VAC CUS1D07( SUPPLY SPORR (mac NAME? 00 v 7 —e 6 , 2 (1S) RS s..e RAISE CATS ACTUATOR CO up Lit w . —'-- -" o cxTD+D) I RI BLACK se CAP sum D I 1 3 031 nNu RETRACTr- Cn RID DI RED RI U „ 0 GD c1 A B 1 II e GATE UP u ua 0 )C11 IF 6T4MNR CUM D arr. DT .� G IL Ir RI IS PULLED IN TEEN RED LICNT IS OF!. O. TE6901161. BLOCK USI ilmlocincsurinuurommlemlf1oo TERMINAL DLOO( CIO A10L INTERLOCK ABORT OATS SC) EIEATIC C I f F G Iy J RIPERIAL SYSTEM IrEate I N Gn Pa 30 I b Il�o .kf0e�te Cow, PA 121)5 Mr. 71144Y1 rl=ol e 3 4 5 6 7 e re Duff-Norton® ELECTROMECHANICAL LINEAR ACTUATOR Wriismar Installation, Operating & Maintenance Instructions with parts list TAC Models with Clutch TAL Models with Limit Switches TAP Models with Limit Switches and Potentiometer .we Publication Part No EM1050.200 Electromechanical Actuators with Acme Screw A CAUTION! This manual contains important-information for the correct installation, operation and maintenance of the equipment described herein.- All persons involved in such installation, operation; and maintenance should he thoroughly familiar with the contents. To safeguard against the possibility of personal injury or property damage, follow the recommendations and instructions of this manual and keep it for further reference. . A WARNING! The equipment shown in this manual is intended for industrial use only and should not be used to lift, support, or otherwise transport people. Improper use can result In personal injury. To avoid injury: • Do not use actuators to lift, support, or transport people or loads over people, without written approval from Duff - Norton. • Read all product warnings and operating instructions. 2 Section 1 INTRODUCTION 1 -1. General Information This manual provides information for the installation, operation and repair of Duff- Norton electromechanical actuators. 1 -2. Application Information The actuators described in this manual are intended for industrial use only and should not be used to lift, support or otherwise transport people or loads over people, unless you have obtained written authorization from Duff-Norton that the actuator is suitable for the particular application. The actuator is designed for lifting or pushing loads no more than its load rating, on an intermittent basis, not for applications requiring continuous operation. The actuator is designed for devis mounting and cannot support side loading of the translating tube. 1 -3. Inspection Every actuator is tested at the factory under full rated load to ensure that the actuator operates property and that limit switches precisely stop its travel. Limit switch settings must be rechecked at installation, since rotation of the translating tube will change set points. Inspect the actuator before installation for any evidence of shipping damage or loose parts. 0 1 -4. Warranty and Warranty Repair Subject to the conditions stated herein, Duff- Norton will repair or replace, without charge, any parts proven to Duff- Norton's satisfaction to have been defective in material or workmanship. Claims must be made within one year after date of shipment. Duff- Norton will not repair or replace any parts that become inoperative because of improper maintenance, eccentric loading, overloading, chemical or abrasive action, excessive heat, or other abuse. Equipment and accessories not of Duff - Norton's manufacture are warranted only to the extent they are warranted by the manufacturer, and only if the daimed defect arose during normal use, applications, and service. Equipment which has been altered or modified by anyone without Duff - Norton's authorization is not warranted by Duff - Norton. Except as stated herein, Duff -Norton makes no other warranties, express or implied, inducting warranties of merchantability and fitness for a particular purpose. Authorization for return must be received from Duff- Norton before returning any equipment for inspection or warranty repair 12 (AC Motor) L5 (DC Motor) .94 95.50 Typ. Stroke 4 7.25 Stroke 4 8° Figure 1 -1. Dimensions in inches 3 f 03.4 (AC motor) 02.5 (DC motor) 10L13 .44 TA500 Performance at Rated Load TA1000 Performance at Rated Load Available Models Fm i a Potentiometer I Speed Amps Duty TAt-10 -1A20-# Available Models 7 Voltage Speed Amps Duty TALO5- 1A10# ✓ ✓ 115Vac,80 Hz. 52 Wmin 4.0 amps 17.5% TAP05- 1A10 4 230Vac,60 Hz. ✓ ✓ 17% TAP10- 2A20 -# ✓ ✓ l220Vac,50 Hzl TALO5- 2A10 -# [2.5 amps] ✓ 230Vac,60 Hz 54 inhnin 2.0 amps 17% TAP05.2A104t ✓ .e 122OVac,50 Hal 145 inhale] 12.5 amps] 114%1 TACOS - 1020 -# ✓ 12 Vdc 27 inhnin 10 amps 40% TACOS-21 20-# .i 24 Vdc 27 iNmin 5 amps 40% TA1000 Performance at Rated Load Available Models Limit Switch Potentiometer j Voltage Speed Amps Duty TAt-10 -1A20-# ✓ 115Vac,60 Hz. 261Mmn 4.0 amps 17.5% TAP10- 1A20 -# ✓ ✓ TAL10 -2A204 ✓ 230Vac,60 Hz. 27 inknin 2.0 amps 17% TAP10- 2A20 -# ✓ ✓ l220Vac,50 Hzl [22 in/mint [2.5 amps] I14 %1 = Actuator strobe. Standard strokes are 4, 8, and 12 inches [101, 203, and 305mm). Custom stroke lengths are available. Performance figures at rated load. Data is approximate. Section 11 INSTALLATION 2 -1. Clevis Connections Refer to Fig. 1 -1 for appropriate mounting dimensions. The actuator should be connected with .50 inch diameter steel Bevis pins, or bolts with enough unthreaded length to provide full Bevis support. Lightly grease devil pins to prevent wear and noise. 2 -2. Motor Capacitor All AC units use permanent split capacitor motors requiring an external motor run capacitor. Capacitor ratings are listed below. Voltage Rating Duff - Norton No. 115VAC 50pf,370VAC SK6405 -7 -15 230VAC 15pf,440VAC SK6405 -7 -14 4 If actuators are never operated at more than 50% of rated load, capacitance may be reduced by up to 33 %, resulting in lower current and motor operating temperature. 2 -3. Wiring Connections All wiring connections for AC units can be made to the terminal block under the motor cover. Refer to Fig. 2 -1 for wiring schematic and Fig. 2 -2 for Terminal Block Connections. Connections to DC units are made directly to motor leads. Use wire adequate for the rated motor amps. Figure 2 -1. Wiring Schematic Retract Extend Limit Switches Connect AC neutral to 'Common' and switched motor power to 'Extend' and 'Retract'. Capacitor may be connected without regard to polarity. Connecting cable may be run through the grommet supplied, or a 1/2" size conduit fitting may be connected to the cover. If using fitting, check for clearance between fitting and installed cover. Figure 2 -2. Terminal Block Connections (AC) Common Extend Retract Capacitor Capacitor Figure 2 -3. Wiring Schematic DC with Clutch DPDT -C.O. DC models with clutch may be operated through relays or by utilizing a momentary action, Double Pole, Double Throw, Center -off toggle switch (Duff-Norton part EM534). If actuator runs opposite the desired direction, reverse the red and black motor wires. 5 2 -4. Limit Switch Adjustment 1. With translating tube unrestrained, run the actuator toward the retracted position until the switch cam actuates the switch. 2. Rotate the translating tube by hand to the desired retracted position. 3. With the translating tube restrained against rotation, run the actuator to the desired extended position. To avoid electric shock hazard and possible electrocution, disconnect power before making any adjustments inside motor cover. 4. Disconnect power. Remove motor cover. On Potentiometer models only: remove two screws holding the terminal block plate and pull plate and potentiometer straight off, firmly holding limit switch cams. 5. Raise the flap of the electrical insulator sheet to expose the limit switch cams. Holding the cam gear to prevent loading of the small gears, loosen the two screws holding the top cam. Rotate the cam toward the switch until the switch just dicks. Again holding the gear, tighten the screws. 6. Restore power and operate actuator to check limit switch settings. 7. If settings are correct, disconnect power and reinstall motor cover. Notes: 1. Exercise care to avoid jamming the actuator. 2. With no load, some actuator drift is typical. If precise setting is required, it must be done with the expected operating load. 3. If problems are encountered setting the Retract switch, check to see if motor is turning while the translating tube is being twisted. If so, use a small screwdriver to hold the end of the motor shaft while twisting translating tube. 4. Rotating the translating tube will change the settings of both switches by 1/6 inch per revolution of the tube. 6 2 -5. Potentiometer Adjustment 1. Actuator limit switches must be set prior to potentiometer installation. 2. The potentiometer is 5000 ohm single turn. Resistance changes approximately 235 ohms per inch for a 20:1 ratio actuator, or 117 ohms per inch for a 10:1 ratio. 3. Retract the actuator until the limit switch cuts it off. Disconnect power. 4. Loosen 1/2° nut on potentiometer bushing. Press potentiometer shaft into upper limit switch cam and mount terminal block plate with two screws and standoffs. 5. Use an ohmmeter to measure resistance between potentiometer terminals S and CW. Twist potentiometer body to minimize resistance between these terminals. Use a thin 1PL" end wrench to tighten pot nut. Recheck for continuity between S and CW. 6. Terminal S is the potentiometer slider, with actuator extension increasing the resistance between S and CW. Section III Operational Precautions 3 -1. Motor The motor used on this actuator has a very high power output for its size. Consequently, heat generation in the motor is more rapid than in more conventional motors. Duty cycle limitations must be recognized at all times, whether or not the actuator is loaded. Motors are equipped with thermal protectors to guard against winding burnout. Once tripped , it may take 10 —15 minutes for the motor to cool sufficiently to reset the thermal protector. Repeated thermal trips can be an indicator of excessive load or duty, low voltage, or weak capacitor(AC only). When operated near duty limits, external motor temperature may be hot enough to cause bums. Actuator should be irrstetled with appropriate precautions to prevent injury to personnel. 3-2. Clevis Pins The Bevis pins must be maintained parallel to each other during the full stroke of the actuator. Side loading or torquing as a result of non- parallel devises can cause serious actuator damage. Any creaking noise at the devises is an indication that pins need lubrication to prevent pin wear. 3 -3. Jamming A CAUTION Actuators with limit switches have no inherent mechanical overload protection. Repeated jamming of the actuator, internally or against an external stop, will result in very rapid wear and eventual failure. Be sure that limit switches are functioning properly to stop the actuator within its stroke limits. No-load operation will produce additional drift. Limit switches should be set far enough from ends of stroke to accommodate this if no -load operation is anticipated. Actuators with dutches have a degree of protection against internal or external jamming or overloading; however, extended slipping of the clutch will cause accelerated wear and premature actuator failure. To provide acceptable long -term operation at rated load, Butches are set somewhat above rated load. Do not depend on the dutch to gage an acceptable load. Clutches are not adjustable for wear. Section IV Maintenance 4 -1. Lubrication The load bearing and the screw and translating tube are adequately lubricated for the life of the unit. Gearing receives a light brush coat of grease at the factory. If the actuator is removed for repair or inspection, the gear lubricant may be replenished by filling the gear tooth spaces with a heavy, tacky gear grease. A few drops of oil should be placed on the porous bronze bearings at the same time. 4 -2. Disassembly Remove the one Phillips head screw from the gear housing and the four hex head screws from the tube flange. Separate housing and housing plate. All mechanical parts should now be accessible. The lifting nut is threaded and staked to the translating tube. Disasssembly of the screw and translating 7 tube assembly is not possible nor anticipated to be necessary, due to the expected long life of the screw and lifting nut. 4 -3. Load Bearing The bearing is permanently lubricated and not readily relubricated. A bearing which shows any sign of roughness should be replaced. Clamp screw in a vise with soft jaws and remove retaining nut. Use thread locking adhesive on nut when replacing bearing. 4 -4. Reassembly Assembly is the opposite of disassembly, with no special techniques required Tube flange screws are self- tapping style and should be started by hand to avoid possible cross - threading. Section IV Maintenance Index Name QtY. Req. 4• Parts Name 1 Gear housing 1 EM1050 -2 2 Shaft, cluster gear 1 SK3410 -43 3 Pinion 1 SK3410 -7 4 Screw, 10-32 x 3/4 3 H2695PC 5 Housing plate 1 EM1050 -1 6 0-ring, -142 1 X6477 -137 7 Motor, 115 VAC 1 EM1050 -24 Motor, 220 -230 VAC 1 EM1050 -25 Motor, 12 VDC 1 EM1050 -26 Motor, 24 VDC 1 EM1050 -27 8 Lifting nut 1 EM1050 -33 9 0-ring 1 X6477 -136 10 Spiral ring 1 S61 -2C 11 Outer tube, 4° stroke 1 EM1050 -6-4 Outer tube, 8" stroke 1 EM1050 -6-8 Outer tube, 12" stroke 1 EM1050 -6 -12 12 Flange, tube 1 EM1050 -3 13 Translating tube, 4" stroke 1 EM1050 -5 -4 Translating tube, 8" stroke 1 EM1050 -5 -8 Translating tube, 12" stroke 1 EM1050 -5-12 14 Rod seal 1 EM1050 -54 15 Clevis nut 1 SK3410 -33 16 0-ring, -022 1 X6477 -101 17 Top clevis 1 EM1050 -7 18 Flanged bushing 1 SK3410 -44 19 Cluster gear, 20:1 1 EM1050 -36 Cluster gear, 10:1 1 SK3410 -5 20 Output gear, limit switch models 1 EM1050 -45 Clutch, 500 pound models 1 EM1050 -58 21 Gasket, housing 1 SK3410 -25 22 Nut, 1/2 -20 1 S12 -38C 23 Woodruff key, #304 1 S23-4C 24 Bearing, 6302Z 1 EM1050 -302 25 Screw, 4" stroke 1 EM1050 -4-4 Screw, 8" stroke 1 EM1050 -4 -8 Screw, 12" stroke 1 EM1050 -4 -12 26 Stop washer 1 EM1050 -35 27 Screw, 3/8 -24 x 3/4 1 H2413C 28 Screw, 12 -24 x 2 4 H2696PC 8 18 18,11 10 21 52 11 24 Figure 5 -1. Exploded Illustration See Page 10 for Limit Switch Parts 25 26 27 14 0 13 14 15 16 17 18 19 20 21 I No x Part Name Req. Part No. 1 Gasket 1 EM1050 -65 2 Limit switch base 1 EM1050 -72 3 Grooved pin, 1/16" 2 S57 -10C 4 Cluster gear 4 SK3275-20 5 Standoff 2 EM1050 -59 6 Gasket, cover 1 EM1050 -66 7 Cam, upper 1 SK3275 -21 8 Plate, terminal block 1 EM1050 -61 9 Screw, #6 x 1.5 2 H2706PC 10 Terminal block 1 EM1050 -60 11 Screw, 8 -32 x 1 2 S62 -3C Index Part Name Req. Part No, 12 Cover 1 EM1050 -68 13 Screw, 8-32 x 3/8 2 S62 -2C 14 Cam gear 1 SK3275 -19 15 Grooved pin, 7/64" 2 S57 -12C 16 Switch 2 SK3275 -31 17 Cam, lower 1 SK3275 -22 18 Pin, 1/8" 1 S51 -4C 19 Retainer, 7/64" 2 SK3275 -28 20 Screw, #8 x 5/8 2 H2926C 21 Retainer, 1/8" 1 SK3275 -37 22 Grommet 1 EM1050 -67 Motes: 11 Duif-Norton® ,Duff- Norton P.O Box 7010 Charlotte, NC 28241 -7010 USA Phone: (800) 477 -5002 Fax: (704) 588 -1994 Email: duffnorton @cmworks.com Website: www.duffnorton.com 51441EM1050 -200 \0506 ECO #99013 I3C ere• I� — � j 1 1.. '''.1e: U U C b `O Rig ••2e NOTES NOTE. CONSTe1C0ON NOM BA OE. TRANSITIONS AND NOOO TO GAUGE CARBON STEEL GUARD. 12 GAUGE CARBON STEEL FINS/ ALL SHAPE E DGE BE ROUNDED TO A SMOOTH RADIO. ALL EXTERNAL SEAMS CONTMIOUSLV WELDED IME11NA/. SEAMS STITCH WELDED AND GROUND SMOOTH. ALL BURRS. MW SPLARER AND NL OTHERS SLAPS ELF/FACE PROJECTION SHALL BE GROUND SMOOTH. PALM. OSHA SAFETY VFLLOW MR," AF AL= Gm W e2 Rn i. 1 nwS 09I.M - 2.207 CFM AN 3CODFSM APPROVAL DRAWING ONLY NOT FOR PRODUCTION APPROVED DATE ri APPROVED AS NOTED DATE ` I DESTROY ALL PRIOR DEMONS ENGINEW NG AND PRODUCTION VALL NO1 PROCEED MILLON A SIGNED APPROVAL nnE HIGH SPEED ABORT GATE MODEL: HSAG29.34 APPROVAL DRAWING JOS MASER: JOB -11422 IMPERIAL SYSTEMS. INC 700 IMPERIAL ORIVE JACKSON CENTER. PA 16133 PHONE TDUOND2901 FAR T24.B027803 nry I>+memsNO Can UIIAYMINE 1.1tKW le LW b11.1 TEB 28SEP11 01 OF 01 J-114 22-IM Seattle-APPR } I� — � j 1 1.. '''.1e: U U b `O Rig ••2e NOTES NOTE. CONSTe1C0ON NOM BA OE. TRANSITIONS AND NOOO TO GAUGE CARBON STEEL GUARD. 12 GAUGE CARBON STEEL FINS/ ALL SHAPE E DGE BE ROUNDED TO A SMOOTH RADIO. ALL EXTERNAL SEAMS CONTMIOUSLV WELDED IME11NA/. SEAMS STITCH WELDED AND GROUND SMOOTH. ALL BURRS. MW SPLARER AND NL OTHERS SLAPS ELF/FACE PROJECTION SHALL BE GROUND SMOOTH. PALM. OSHA SAFETY VFLLOW MR," AF AL= Gm W e2 Rn i. 1 nwS 09I.M - 2.207 CFM AN 3CODFSM APPROVAL DRAWING ONLY NOT FOR PRODUCTION APPROVED DATE ri APPROVED AS NOTED DATE ` I DESTROY ALL PRIOR DEMONS ENGINEW NG AND PRODUCTION VALL NO1 PROCEED MILLON A SIGNED APPROVAL nnE HIGH SPEED ABORT GATE MODEL: HSAG29.34 APPROVAL DRAWING JOS MASER: JOB -11422 IMPERIAL SYSTEMS. INC 700 IMPERIAL ORIVE JACKSON CENTER. PA 16133 PHONE TDUOND2901 FAR T24.B027803 nry I>+memsNO Can UIIAYMINE 1.1tKW le LW b11.1 TEB 28SEP11 01 OF 01 J-114 22-IM Seattle-APPR } APPENDIX D Spark Detection INEMOVIrrep MOUNTING INSTRUCTIONS FOR FLAMEX SPARK DETECTORS ( ITC 01 " w w AIM MINE 404.07.1.7 ( .0 Ip101101.1.111.4 MAW 0/4.01 /11.8•411,11111131. MIMEO FUX 3001.E SPARK DETECTOR SHOW PROPERLY MOUNTED ON DUCT SIDEWALL 1EN6MTWEMME Oran, TOIO'a,TM PORATOO AOLTARE HOC MONO REOMIED MOON NI OR 1:0411 fOU COMATOM MO•NDOEO CUOEMMSM•00 VI TOifm L:6a +R•r .ISr�TL:C1:A" • I:aPTf3TptTh . •I.:,COE-a.2I� T1::•al f•.V.1•rfT1�•Ia,:vt•.. THREE FUX- 3001{ SPARK DETECTORS FUX • FUX•3001E SPARK DETECTOR (CROW ') P. yOHecrom of rnReexreeroRS (EXTERNAL VIEW) (INTERNAL NEWT ®h (I® i =; GOD U 1 4 FLAMEX CONTROL PANEL FMZ 4100 GAB 6 (P ART* FBOO700) OOR ICI]::7Cllii ?m '2319,4i:_L3:+i : sr LLi-SPAi7 rlINC'193773:.3371,4.7 •Q'7 eEi"-\ 0-0.0 0-0.0- 0-40-0..g w]6/ACOEOCATm Nt -rncu, p u RAK Tg X76:1- J CONN!GTION E 9UN.YALYES IMIE1•flt<700• x17 CD NECTION OF BMX -1000 SMOKE DETECTOR FLAMEX EXTINGUISHING ASSEMBLY NI75 EDM NOZZLE Lim ♦,'"I• 1�ii•i� PARrffNRq,) TWO 1" EXTINGUISHING SETS WITH SIDEWALL ARRANGEMENT UTRRINO FAO K40 DIRECTIONAL NOZZLE KPACTOR•60 (T2WPM) ELEVATION VIEW .E . -'•4 • wA. 370 AIR FLOW �. 3X0 MIN PLAN VIEW THE MINIMUM SENSOR -TO -VALVE DISTANCE IS 23' BASED - ON A MAX AIR VELOCITY NOT -TO- EXCEED 4 500 Rpm MOUNTING 701 SWAM 000T WOKE DETECTOR Its • DAs NRTs ROTA %la AIR now WOW PLAN VIEW I GROW 21 AIR FLOW -- N0. FINAL RELEASE 10/21/11 REVISED DATE TC NALE NOT. COMM E IM POOPERn Or MO R WOMO VON WWI,w RIB NOT TO @WEOOR REMOp%EO NNOOP TO MUSED OOPMINUINO KORRATKN TO OTHERS OR 0 OTNFNRmORE CfTR•I ORAL TO TIE INTEREfN Or FURIX INC DRAWN NAME DATE TC 10/12/11 CHECKED EP 10/21/11 SCALE fl FLAMEX. INC. 874/0 IRON MJUNTAIN SFATTLE WA Drawing No.: C7886SYS1 REV. r ` r;; • • • < FPM Approvals Water -Spray Extinguishing Systems for Pneumatic Materials Handling Systems These systems are for protection of pneumatic materials handling systems as used in the woodworking and textile industries. Flame radiation detectors are mounted in the duct to sense glowing objects. These detectors send signals to a control device, which in turn actuates a valve for a predetermined extinguishing cycle. The valve supplies one or more water -spray nozzles mounted downstream of the detectors; the water discharge is timed to ensure wetting of the glowing particle and the material shortly before and after the particle. Because such a system is intended only for protection from a specific hazard, it should not be considered a substitute for general fire protection, including appropriate sprinkler protection. These are complicated systems which require careful installation. Many factors, including particle velocity, the radiation characteristics of heated particles, and the ignition energy requirements of the material in dust form affect the ability of this system to protect the property. The manufacturer's instructions should be followed carefully. Access for service must be provided near the detectors, and a regular program of maintenance and testing should be established. One Line Spark Extinguishing System consists of a FLE3000 control panel Each spark extinguishing system below is suitable for use in ducts from 200 to 3000 mm (8 to 118 in.) in dia with air velocities from 1.5 to 50 m/sec (300 to 10,000 ft/min). A water supply capable of providing at least 50 titers per min (13 gal min) at a residual pressure of 2 bar (30 psi) for each extinguishing nozzle is required. The spray pattern is established 0.3 sec after detection; hence, the spray nozzle must be located a sufficient distance downstream from the detectors to allow proper operation. The detectors are responsive to infrared radiation in the 0.78 to 1.2 micron range. Details of installation are provided in the manufacturer's literature. One Line Spark Extinguishing System. Consists of a FLE3000 control panel, Minimax detectors and extinguishing system components including: FUX3001 flame detectors and a Fluid Automation Systems Model 321 solenoid valves (3/4 or 1 in.) or IMI Norgren Bushjost solenoid valve (P/N 842039) (1 in), with spray nozzle including models F -180 K -28, F -180 K-40, and F -18- K -52 spray nozzles. The control panel provides for one detection zone (max of sic detectors), one extinguishing zone and includes a 2.7 AH, 12 V battery for 24-hour standby power. Company Name: Flamex Inc —� - -- — -- Company Address: 14356 Federal Dr, Greensboro, North Carolina 27410, USA , Company Website: I://www.flamexinc.com ] I I Listing Country: [United States of America `• Certification Type: I FM Approved © 2007 -2011 FM Approvals. All rights reserved. 1 of 1 • it City of Tukwlla Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 10, 2012 Phill Sumner 2283 Cole Street Enumclawm, WA 98022 RE: Correction Letter #2 Mechanical Permit Application Number M11 -175 Iron Mountain — 3225 S 116 St Dear Mr. Sumner, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. The Fire Department has no comments at this time. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, '-1--0 'R-,1, Bill Rambo Permit Technician encl File: M11 -175 W:\Pennit Center \Correction Letters\2011\M11 -175 Correction Letter #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 -Tukwila JAiding Division Dave Larson, Senior Plan Examiner Building Division Review Memo #2 Date: January 9, 2012 Project Name: Iron Mountain Permit #: M11 -175 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plan sheet titled "Iron Mountain Seattle- Proposed Dust Collection Layout" needs to be stamped by a Mechanical engineer licensed in the State of Washington. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • Page 1 1 Nederman Date: 12/28/2011 For the attention of Building Department; Subject: New Dust Control System at Iron Mountain - Seattle Location of Installation: 3225 S. 116th, Suite 133, Tukwila, WA 98168 Dear Sir \ Madam, Pursuant to your request for documentation on the new dust collection installation at the Iron Mountain facility Nederman is supplying a replacement dust collection system at the Iron Mountain Tukwila plant to pneumatically convey shredded paper dust to the customer's existing bailers, with the residual fine dust circulated through a Nederman MJC dust collector. The resulting clean air (99.99% Efficient at 10 microns) will be exhausted back to the plant. The filter location was chosen by the customer in order to utilize an existing pit area for dust removal. The filter was mounted within two feet of the wall in order to duct filter explosion panels to the exterior of the building per NFPA guidelines. The filter system is equipped with a Flamex spark detection system. This type of system is used to detect and extinguish any sparks that would be moving through the filter system. It also acts as a failsafe to abort the return air to the exterior of the building in case of a fire or spark alarm. The inlet ductwork is equipped with a Nederman CARZ Explosion Isolation Valve. This is a passive valve system that would restrict a resulting flame front caused by a dust deflagration in the filter house from propagating back down to the dust pick up areas. Nederman is a global supplier of this equipment to the document destruction and paper industries and we have many successful installations on this type of source capture application. If you have any questions, then please give me call. Best regards, Jonathan Bryant Project Engineer Nederman, LLC Phone: 336.821.0825 Fax: 336.410.0825 CORREC.TION LTR #_ M ll- l75 RECEIVED DEC 3 0 2011 PERMIT CENTER Nederman, LLC. 102 Transit Ave. Thomasville, NC 27360 • Phone: 800 -533 -5286 • Fax: 336 - 821 -0890 www.nedermanusa.com - www.nedermanfilters.com i • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director December 23, 2011 Phill Sumner 2283 Cole Street Enumclawm, WA 98022 RE: Correction Letter #1 Mechanical Permit Application Number M11 -175 Iron Mountain — 3225 S 116 St Dear Mr. Sumner, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Fire Departments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Fire Department: Alan Metzler at 206 971 -8718 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, fer Marshall t Technician enc File: M11 -175 W:\Pemut Center\Correction Letters\2011\M11 -175 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: December 19, 2011 Project Name: Iron Mountain Permit #: M11 -175 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide an equipment list or table and the manufacturers description and specification sheets for each piece of equipment. 2. The alterations to the building and foundation work for the new equipment will need to be submitted under a building permit. The floor plan will need to show the location of this work and the details provided by the engineer should be included in the plans along with the engineers stamp. 3. The equipment is spread out over a large area. It would be helpful for us to understand the function of the system if you could provide a narrative of what goes on at each location and why each part of the system is located where it is. We were expecting an analysis of the fire life safety systems from a Fire Protection Engineer but did not get one. This will be needed to assure compliance with all code requirements. 4. Please provide the manufacturers specifications and installation requirements for the spark detection system. I would think the detection devices might be needed in other places along the dust extraction system. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: December 16, 2011 Project Name: Iron Mountain Address: 3225 S 116th St Permit #: M11 -175 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Submit an independent third party review of the proposed design per NFPA 664 sec. 5.1.2. The review must address compliance with all applicable requirements of NFPA 664, NFPA 654, International Fire Code Chapter 13, and International Mechanical Code Section 511. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971 -8718. No further comments at this time. kdIlk PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -175 DATE: 01 -27 -12 PROJECT NAME: IRON MOUNTAIN SITE ADDRESS: 3225 S 116 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: ik-vif, 01, gilding Division Mil Public Works Fire Prevention Structural Planning Division Permit Coordinator Ii DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 01 -31 -12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: Fl APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02-28 -12 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PE PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -175 DATE: 12 -30 -11 PROJECT NAME: IRON MOUNTAIN SITE ADDRESS: 3225 S 116 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: . Division Public Works 414^ 4wc I-`r Fire Prevention im Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 15z Incomplete n DUE DATE: 01 -03 -12 Not Applicable Comments: Permit Center Use Only I . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01-31-12 Approved n Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: I— 1.0— to/— Departments issued corrections: Bldg- Fire ❑ Ping ❑ PW ❑ Staff Initials: /�I Documents/routing slip.doc 2 -28-02 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -175 PROJECT NAME: IRON MOUNTAIN SITE ADDRESS: 3225 S 116 ST )( Original Plan Submittal Response to Incomplete Letter # DATE: 12 -09 -11 Response to Correction Letter # Revision # After Permit Issued DEPARTM,EN S: �iV11 P IIt(I ui ding Division Public Works ❑ AIn v it ire Prevention Structural ❑ Planning Division Permit Coordinator n U DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-13-11 Complete [Xi, Incomplete Not Applicable Comments: • Permit Center Use Only • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route qa Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 01-10-12 Approved with Conditions n Not Approved (attach comments) t% Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: I '22' Departments issued corrections: Bldg ] Fire j Ping ❑ PW ❑ Staff Initials:" Documents /routing slip.doc 2 -28 -02 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard. Suite #1 Go Tukwila, Washington 98188 Phone: 206 -431 -3670' Fax: 206 - 431 -3665 Web site: Orup: / /www,G•J,tukwita.Ira.us i REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions Ivill not be accepted through the mall, fax, etc. Date: (I �7 l lif31 Plan Check/Permit Number: M 1 1 - 175 ❑ Response to Incomplete Letter # ® Response to Correction Letter # ' ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Iron Mountain 3225 S 116 St Summary of Revision: Phone Number: 1O �%% &V • fOt/icgD 04PLIA4icati (,btu (1) P . APPIXX71 RECBVED OFINLeFvummul PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including da Received at the City of Tukwila Permit Center by: 12--Entered in Permits Plus on lapplrcatronslrorms- apphcatrons on line\revision submittal Created: 8.13.2001 Revised: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206- 431 -3665 Web site: htt .//www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: M1 1 - 17 5 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Iron Mountain 3225 S 116 St Project Name: Project Address: Contact Person: Summary of Revision: Phone Number: ,106-3 l 60 ;0 /�:_ ;: /7: / / IesUUezaSs Sheet Number(s): "Cloud" or highlight all areas of revision including date of r Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Per Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name STAGEPLAN INC, THE UBI No. 601670239 Phone 3608252428 Status Active Address 2283 Cole St License No. STAGEI•026RG Suite /Apt. License Type Construction Contractor City Enumclaw Effective Date 12/7/1998 State WA Expiration Date 11/28/2013 Zip 98022 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date ALEXANDER, RON Cancel Date 01/01/1980 Bond Amount ALEXANDER, LON 5 01/01/1980 100146409 ALEXANDER - PETERSON, CHERYL A Until Cancelled 01/01/1980 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 American Contractors Indem CO 100146409 11/27/2010 Until Cancelled $12,000.00 12/06/2010 4 WESTERN SURETY CO 70827790 11/27/2009 Until Cancelled 11/27/2010 $12,000.0011/16/2009 /10/2011 3 TRAVELERS CAS & SURETY CO 206893733 11/20/2001 Until Cancelled 03/24/2010 $12,000.00 11/20/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 14 Truck Ins Exchange 604381651 01/27/2012 01/27/2013 $1,000,000.00 02/01/2012 13 Truck Ins Exchange 604381651 01/27/2009 01/27/2012 $1,000,000.0002 /10/2011 12 AMERICAN ECONOMY INS CO 02cd14873770 01/01/2009 01/01/2010 04/19/2009 $1,000,000.0001 /14/2009 11 AMERICAN ECONOMY INS CO 02CD14873760 01/01/2008 01/01/2009 $1,000,000.00 02/04/2008 10 AMERICAN ECONOMY INS CO 02CD14873750 01/01/2007 01/01/2008 $1,000,000.0012 /26/2006 9 AMERICAN ECONOMY INS CO 02CD14873740 01/01/2006 01/01/2007 $1,000,000.00 01/25/2006 Summons /Complaint Information Cause County Complaint Judgment Status Payment Paid By 12 -2- 03623 -3SEA KING Date: 02/07/2012 Date: https: / /fortre ss. wa. gov /lni/bbip /Print. aspx Open Date: 02/10/2012 SYSTEM DUCT PIPE SCHEDULE DIAMETER (IN) TYPE STD. LENGTH (IN) NFV -20 SEPARATOR BELOW ASSY. TOTAL WEIGHT = 8,000 Ibs 24" DIA. 18" DIA, 7" DIA. 24" DIA. 10 DIA. 14 DIA. 7 "DIA. 9" DIA. VIEW C -C 7" DIA. 26" DIA. 11 12" DIA. 12" DIA, GAUGE WEIGHT* (LBS/FT) 7 QF 59.06 9 QF 59.06 22 10 QF 59.06 11 QF 58.75 12 QF 58.75 16 QF 58.75 18 QF 58.75 20 QF 57.75 24 QF 57.75 26 AFL 78.00 20 32 AFL 78.00 18 36 22 22 22 22 20 20 20 20 8.8 12.4 14.7 16.8 19.2 31.1 37.4 44.3 59,7 68.2 101.2 123.7 * DUCT It FULL, 251b /ft"3 PARTICULATE + 5Ib /ft "2 SUPERIMPOSED 32" DIA. 14" DIA. 14" DIA. TWO HOODS, 244j NFV -7 SEPARATOR BELOW TOTAL WEIGHT = 2,000 Ibs .17n REVIEWED FOR CODE COMPLIANCE APPROVED, COMBIFAB FAN BELOW 056 - 800 -D2 WEIGHT OF FAN ASSY = 5,000 Ibs EX. 2X4 0 24" NEW 14./18" DP TJI /L65 PEF PLAN, U.N.Q. SIMPSON DCT CLIP 0 8' 4X14 ROUGH DENSE DF11 0 8' -0 ", TYP. 1 HIGH SPEED ABORT GATE BELOW WEIGHT OF ABORT GATE GATE ASSY. = 2,500 Ibs 18" DP TJI /L65 THESE JOISTS 36" RETURN DUCT WITHIN THIS 4' SIMPSON MIU 256/14 EX. GLB STIFFENER E.S. W/ (8) 8DX211".BTWN DUCT SUPPORT PER PLAN (•) SEPARATE PERMIT 1 REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BIUIL.DWG DIVISION LONGITUDINAL SEISMIC BRACE EVERY OTHER VERTICAL 0 26 "0 (_), PROVIDE 0 EVERY VERTICAL, FOR LARGER PIPE DUCT PER MECHANICAL PLANS NEW TJI PER PLAN (3) EXPLOSION PANELS THIS SIDE PANELS THIS SIDE FILE COPYe. Penult No.-111.\.\4117., Plan review approval Is subject to Off= and om ► oni Approval of construction documents does not authorize the violation of any adopted code or Whence. Receipt of approved ;add -Copy and isack A ed: BY fie' City Ofitlkwtta BUILDING DIVISION 24' -6" TYPICAL DUCT SUPPORT PLAN PIPE CONNECTION NOTES AND REFERENCES 1) CENTERLINE PIPING HEIGHT FOR ALL HORIZONTAL RUNS AS STATED ON DRAWING. 2) DUCT DIAMETERS 32" AND ABOVE SUPPORTED APPROX. EVERY 10FT. -12FT. FROM ROOF JOIST. 3) DUCT DIAMETERS 12" - 26" SUPPORTED APPROX. EVERY 12FT. -15FT. FROM ROOF JOIST. 4) DUCT DIAMETERS 10" AND BELOW SUPPORTED APPROX. EVERY 15FT. FROM ROOF JOIST, 5) FLEX HOSE IS USED TO MAKE FINAL CONNECTIONS UNLESS STATED OTHERWISE. 6) ALL DUCT DIAMETERS 26" AND ABOVE HAVE STANDARD ANGLE FLANGED ENDS. 7) ALL DUCT DIAMETERS 24" AND BELOW HAVE STANDARD QUICK FIT ENDS. REVISIONS DUCT PER MECHANICAL PLANS No changes shall be made to the scope Of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. TRANSVERSE SEISMIC BRACE 0 EVERY VERTICAL SUPPORT VIEW A -A 1 DUCT SUPPORT DETAIL le RECEIVED DEC 092011 PERMIT CENTER • poi M • - :1"j tVN 51L7; Pic'! 0 • 2r 2 r•. LC) IRON MOUNTAIN SEATTLE DUST COLLECTION SYSTEM DUCT SUPPORT 0. DATE DRAWN BY NOV 2011 G.MO DESIGN BY A.F.P. JOB NQ. 11 -061 REV. I DATE BY DESCRIPTION SHEET NO. DC1