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Permit M15-0085 - PIZZA HUT - HOOD, DUCT AND FAN
PIZZA HUT 14638 TUKWILA INTERNATIONAL BLVD M15-0085 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 0040000902 Permit Number: M15-0085 14638 TUKWILA INTERNATIONAL BLVD PIZZA HUT Issue Date: 10/13/2015 Permit Expires On: 4/10/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: POLETTI DAVE 1200 WESTLAKE AVE N #1001, SEATTLE, WA, 98109 NISHA TAYLOR PO BOX 265 , BURLINGTON, WA, 98233 ALPINE FIRE & SAFETY SYS INC PO BOX 265 735 E FAIRHAVEN AVE, BURLINGTON, WA, 98233 License No: ALPINFS077RP Lender: Name: Address: I II Phone: (360) 755-5444 Phone: (360) 755-5444 Expiration Date: 11/19/2016 DESCRIPTION OF WORK: INSTALL NEW CLASS 1 HOOD, DUCT, AND FAN Valuation of Work: $7,000.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $285.10 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Date: 10( �'' J I hearby 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 authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: S-4S=6 dv,v Date: 10 --13 - S Print Name: c eA **t D Mu grr This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshal's Office and are acceptable with the following concerns: 2: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire -extinguishing system installed in accordance with this code. (IFC 904.2.1 and IFC 904.11) Automatic fire -extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 3: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 4: All new automatic fire -extinguishing systems and all modifications to existing automatic fire -extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 5: Local U.L. central station supervision is required. (City Ordinance #2437) 6: 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 #2437) (IFC 901.2) 7: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 8: Portable fire extinguishers shall be provided within a 30-foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 9: 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) 10: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 11: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 12: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 13: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 14: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 15: Readily accessible access to roof mounted equipment is required. 16: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 17: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 18: 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). 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 20: 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. 21: ***MECHANICAL PERMIT CONDITIONS*** 22: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 23: Manufacturers installation instructions shall be available on the job site at the time of inspection. 24: Type 1 Hoods, the required grease duct leakage test and (light test shall be performed by a special inspection and testing agency in accordance with I.M.C. Chapter 5. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. IV 1 \—OO V9 Project No. �� Date Application Accepted: I (For office u on y) Date Application Expires: 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 Site Address: Tenant Name: 14638 PACIFIC HWY S PIZZA HUT PROPERTY OWNER Nakt 44ANAS 1 OS 1 A LACAS t Adr2c3 aWEsTLR i ta.V . .4. SOGAT' Cityy: SP—N1T. State: WA Zip CONTACT PERSON — person receiving all project communication Name: NISHA Address: PO BOX 265 City: BURLINGTON State: WA Zip: 98233 Phone: (360) 755-5444 Fax: Email: STOREI@ALPINEFIRE.COM King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes Q..No MECHANICAL CONTRACTOR INFORMATION Company Name: ALPINE FIRE Address: PO BOX 265 City: BURLINGTON State: WA Zip: 98233 Phone: (360) 755-5444 Fax: Contr Reg No.: ALPINFSO77RP Exp Date: 11 / 19/2016 Tukwila Business License No.: Valuation of project (contractor's bid price): $ 7,000 Describe the scope of work in detail: INSTALL NEW CLASS 1 HOOD, DUCT & FAN Use: Residential: New ❑ Replacement ❑ Commercial: New 0 Replacement Fuel Type: Electric ❑ Gas ❑ Other: H: Applications'Ponns-Applications On Linc\201 I Applications\Mechanical Permit Application Revised 8-9-11.docx 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 Furnace >100k btu Floor furnace Suspended/wall/floor mounted.heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfin Evaporator cooler Ventilation fan connected to single duct I. Ventilation system Hood and duct 1 Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O ER OR AUTHORIZED AGENT: Signature: Date: �{'� a- IS Print Name: Mailing Address: pro r• ISO> .-. Day Telephone: •S6 0 15 ; - 7444 City State Zip H:Wpplications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $65.00 M15-0085 Address: 14638 TUKWILA INTERNATIONAL BLVD Apn: 0040000902 $65.00 MECHANICAL $65.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R6527 R000.345.830.00.00 1.00 $65.00 $65.00 Date Paid: Wednesday, October 28, 2015 Paid By: CHUCK HENDERSON Pay Method: CREDIT CARD 00217D Printed: Wednesday, October 28, 2015 3:16 PM 1 of 1 CU L! P SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $285.10 M15-0085 Address: 14638 TUKWILA INTERNATIONAL BLVD Apn: 0040000902 $285.10 MECHANICAL $274.13 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $186.80 PLAN CHECK FEE R000.322.102.00.00 0.00 $54.83 TECHNOLOGY FEE $10.97 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R5687 R000.322.900.04.00 0.00 $10.97 $285.10 Date Paid: Wednesday, July 08, 2015 Paid By: CHUCK HENDERSON Pay Method: CREDIT CARD 06981D Printed: Wednesday, July 08, 2015 2:53 PM 1 of 1 C). I IWYSTEMS INSPECTION RECORD Retain a copy with permit NSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr et: Type of In;pectin: FCC/kg 1033 itqc., f (I ''oolDate Called: Special Instructions: 4Ail Date anted: /0"30 "(J a.m. p.m. Requester: Phone No: PAVIroved per applicable codes. Corrections required prior to approval. COMMENTS: snl< -to inspector: Date: p730 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPWTION NO. INSPECTION RECORD Retain a copy with permit PMI5-oot)5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ct; r(� IAA t Type of Inspectiop: 44e-a% feral Ad3 3lss: ��r `�C f(f �ivtj Called: Special Instructiiolns: Date Wanted: t a.m. I0-�-L- 4eo Requ ter: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: ¶Lf.r .1-- aP. fr (J(' (re-4E- ( I/4k! Jh' F(p&od �1 �C-f � ! 1 0 f 4s( (0910 yrkf ^ VI Ur. Ky QC i° PI YV Inspector: Date:CO 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 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prom 1 ► T �r/l'' �'Q �1. Type f lnsp ctiof r Type i pw 1 Address: I,163pl — l gfjd Date Called: Special Instructions: r%4 Date Wanted: �0.._ '^ i ( �J a.m. p.m. Re nester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: kct ( e fro fri r 4 Fuie_ Pit- hcr ( fry Ifivb`l4 f for tk_c 11 Date -fs REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. re INSPECTION RECORD Retain a copy with permit ION NO. /4Ij-o 0s- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ProjV t ? ttat Typg�of Inspectiri Address I K6,5$ r <( iNd Date Called: Special Instructions: f, Date Wanted:G �o1,0d —(`- a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: e T'( 0.r f re_ok_p (it-q frof er�-a « 1 inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj fi `C ffU- Type of Ins ectio `%�� r Ak. fit r" I Ad 1 rC U T4 tr( aid Date Called: Speial Instructions: ,q A —A( Date Wanted: IQ~''1S-(r fo<® a. . p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (' ff -.( ,\ M 6 , P� ti Cwck '< 6 c< 1- 4 c �% v tt F 0 e, ( c c_ct 1 i trksid 4 p \ra y' f I 'Ire- r-r C / q,( t/q 3 r«ci ( Gr f 1 'c p(pQ` /0 9 Cq I( w -i (AS , e1 rl®El Inspector: r_c Date/6 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 IN TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188, (z 431-3 70 Permit Inspection Request Line (206) 438-9350 PA'�:-�"t� Pr 'ect: P( 1-1-CT /tat Type f Inspection: cV Address: 1Y638 T4.-.Alf (a f d Date Called: Special Instructions: fp.m(b" Date Wanted: 1d4 (J a.m. p.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. OMMENTS: /1)P pe €_ Inspector:(.6_,, Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �� tA_. Type of Inspection: Address: Suite #: / g a ,.,.— j T Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: .j: i `U - r I U 1-64 J -`- f Ass Ail [.,.. -4/ s. i dO ,,, - 6v/ 7 v 0_, '1' A- 4 -11.-' &7) 41-n /GJ -_ lip' _ S'C/r HI., el /1l v� G vz-J la' -�%l. -4)p [� -c- - UL `770 -7!0C.._ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:'' .e,/ j Date: 76/z r/i i- Hrs.: / o $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER 1c /ri - v o s's— PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: .), 7 7 1 � F,1 Jl j�. , Type of Inspection: Hob c�4i1 ( �Lc of -- Address: I LI tv3 3 Suite #: -----6 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 ‘ p1 rA ; A1i;A (J p.7 aN Gr--n-e... -€4:1 e_ a r ' t.c --Tb,0 A or • 4: 4,.J1,A L s-L-v. ,cA c e. r) .r` -t--c Ape 1 • A Yc e. n ry a .v-t ‘) . p tt- C_,,va, -* oN5 1t-i4-11..r- . . i'ri) D 5'\rob-e. -1\0 /v1,1 rk, tit A. L-- p M 5 i l "- d •✓ h0-er (C) v c)•4 l 0 N S / `o -{-d-' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ✓( --- Date: /6/illiC - Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 ..Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 20, 2015 KA No. 066-15298 Permit No. M15-0085 City of Tukwila Attn: Bldg Dept 6200 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Pizza Hut Grease Duct Inspection 14638 Pacific Hwy S Tukwila, WA 98168 To Whom It May Concern: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Grease Duct Inspection • Fire Wrap Inspection To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2012 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC William B. Throne Operations Manager Puyallup CC: Alpine Fire and Safety his,LLi V• EL: ID CITY OF TUKWILA OCT 2 3 2015 PERMIT CENTER With Offices Serving The Western United States 922 — Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939-2500 • Fax: (253) 939-2556 From eFax Service Tue 20 Oct 2015 01:07:28 PM PDT Page 3 of 3 M r oo b s & SSOCIA.T S, t; E?C7'1'CAL ENGIN :ER:INC m ENV1koNMI:iNTAL. E.NGIf!E:i?.:R.INC CONSTRUCTION TESTiNC &. INSPECTION ()dotter 20, 2015 KA No. 066-15293 Ptirtttit No. MI 5-0085 City of Tukwila Alto: 'Bldg Dept 6200 Sotrthc nter Blvd. "T`l:i:ta, WA 987 88 RE: Final Letter rizza lit Grease Dad Inspection 14638 Pacific. Hwy S Tukwila, WA 98168 to 'whom It May Concern_ In accordance with your request and authorization, we have par rmexl special testing and inspection services for the above rt::lot ntcd project. rchn. special inspections fir this proicet were: * Grease Duet Inspection m Fire Wrap Inspection To the best of our ktteaw.loc101. all work Wtueh }refs been Nested andisrr insp c1ed has been ftrund co be in general accordance will!. ate approved plans and specifications, engineering revisions, and Chaplet 17 of the 2012 Inteemationall Building Cods. 11 you have: any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 93 L2500. Respectfully submitted, p� itgqteed, �.EB.[LZ+4 AN & Sc'EP�a�.Y9. S, .i.:V4..• William B. Throne t.3perat ions Manager Nyaliup CC: Alpine Fire and Safety RECE;VED CITY OF TUKWILA OCT 202015 PERMIT CENTER M1ODQS 'Mitt Offirms Serving he Western Unified. States 922 -- Valley Avenue NW Suite 101 0 PlAydtlint, WA 913371.0 (253) 939-25 0 0 Fax: (253) 919-2..5.56 L REVIEWED FOR7 CODE COMPLIANCE HOOD NO. TAG MODEL LENGTH MAX COOKING TEMP. EXHAUST PLENUM HOOD CONSTRUCTION HOOD CONFIG. TOTAL EXH. LFM RISER(S) END To END ROV WIDTH LENG. DIA. UM S.P. 1 E56370066 3044 OD-2 3' 0.00' 450 Deg S1U B. 510 -0.205' 430 SS Where Exposed ALONE ALONE FILTER(S) LIGHTS) UTILITY CABINET(S) FIRE SYSTEM.IANGING PIPING H000 VGHT HOOD NO. TYPE QTY. HEIGHT LENGTH QTY. TYPE WIRE GUARD FIRE SYSTEM ELECTRICAL SNITCHES LOCATION TYPE SIZE MODEL 0 QUANTITY 1 SS Baffle (with Handles 1 16' 20' 0 YES 145 LBS HOOD N0. OPTION 1 FIELD WRAPPER 15.00' High Front, Left, Right BACKSPLASH 96.00' High X 72.00' Long 430 SS RIGHT QUARTER END PANEL 20' Top Width, 0' Bottom Width, 20' High 430 SS LEFT QUARTER END PANEL 20' Top Width, 0' Bottom Width, 20' High 430 SS INSULATION FOR BACK OF HOOD 3D' 1' LAYER OF INSULATION FACTORY INSTALLED IN BACK STANDOFF. MEETS 0 INCH REQUIREMENTS FOR CLEARANCE TO COMBUSTIBLE SURFACES. 3' 0.00'Norn./3' 0.00'OD PLAN VIEW — Hood #1 (E56370066) 3' 0.00" LONG 3044BD-2 EXHAUST RISER 16' SS BAFFLE WITH HANDLES AND HOOK 1' LAYER OF INSULATION FACTORY INSTALLED IN 3' INTERNAL STANDOFF. MEETS 0 INCH REQUIREMENTS FOR CLEARANCE TO COMBUSTIBLE SURFACES. IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP FIELD INSTALLED QUARTER END PANELS 30' 4' APPROVED AUG 14 2015 City of Tukwila BUILDING DIVISION FIELD WRAPPER 15.00' HIGH (SEE HOOD OPTIONS TABLE) 14' NOM. 478' MAX BACKSPLASH 96.00' HIGH X 72.00' LONG EQUIPMENT BY OTHERS 44' 71' AFF TYP. RECEIVED CITY OF T U KW I LASECTION VIEW — MODEL 3044BD-2 JUL 092015 PERMIT CENTER EV CAPT1V6NRE JOBPizza Hut Wingstreet [56370066 LOCATION LOUISVILLE, KY DATE 4/15/2013 DMC if 1 REV ✓OB y 1761074 DRAWN BYDJL-45 SCALE 3/8' = 1'-0' 1\A�5-�`s5 FIRE SYSTEM NO. TYPE SIZE FLOW POINTS INSTALLATION SYSTEM LOCATION ON HOOD 1 Ansul R102 1.5 5 Wall Mount Left N/A Fire Svste,n Par FIRE SYSTEM NO. KEY NUMBER - PART DESCRIPTION CITY. BY FACTORY CITY. BY GIST, I 1 - 1 - AT - 1.5 TANK(A1A) - 1.5 Gallon SS Tank (for use with Autonan Release, Actuator, or SS Enclosure (UL/ULC)) 0 I 1 2 - 2 - AP - AR AUTOMAN RELEASE - Ansul Autonan Mechanical Release (UL0429853 Tank sold separately 0 1 1 6 - 6 - LI0-1.5 AGENT - Ansulex Low PH Wet Chemical Agent, 1.5 Gallon <UL) 0 1 1 8 - 8 - 101-10 CARTRIDGE - Carbon Dioxide, 101-10, 1.5 Gallon Cartridge (R-102, PIRANHA) 0 1 1 10 - 10 - TLINK LINK - Test Link Package 0 1 1 11 - 11 - MICRO-S➢A MICROSVITCH - Single Dual Electric Switch, One Standard Switch, One Alarm Duty Switch 437155 0 1 1 14 - 14 - 419336 NOZZLE - IV Nozzle, Duct/Appliance 1 0 1 16 - 16 - 419335 NOZZLE - IN Nozzle, Plenum/Appliance I 0 1 19 - 19 - 419338 NOZZLE - 3N Nozzle, Appliance I 0 1 26 - 26 - OSA-3/8 QUIK SEAL - 3/8' (UL) 3 0 I 27 - 27 - OPSA-1/2 PULLEY SEAL - 1/2' Hood Seal (UL) I 0 1 28 - 28 - S-➢ET DETECTOR - Series (Scissor Linkage) NEV4435547/435548 (OLD11417369/434480) I 0 1 30 - 30 - ANS-500FL FUSIBLE LINK - 500deg F, R-102 and PIRANHA 1 0 1 34 - 34 - RPS-A REMOTE PULL STATION - Red composite (without wIre rope) 434618 0 1 1 35 - 35 - PE -LT PULLEY ELBOW - Low Temp. Pulley Elbow, Set Screw Type 0 10 1 36 - 36 - PE -HT PULLEY ELBOW - High Temp Pulley Elbow, Compression Type I 0 Naerlek CAPT1{TFIIRE JOBPizza Hut Wingstreet E56370066 LOCATION LOUISVILLE, KY DATE 4/15/2013 ✓0.8 J/ 1761074 D11PC if 2 DRAWN BYDJL-45 REV SCALE 3/8' = 1'-0' IO .00 L r— I 0 E L Hood 6 1 0 1v .42 NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6' ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS Job #: 1679607 Job Name: Pizza Hut 3' Wingstreet npc Drawn By: System Size: ANSUL-1.5 Total FP required: 5 Hood # 1 3' 0.00' Long x 30' Wide x 44' High Riser # 1 Size.: 8' Dla. E1� Intend, ciIPTnrsAurE JOBPizzo. Hut Wingstreet E56370066 LOCATION LOUISVILLE, KY DATA' 4/15/2013 JOB # 1761074 BYO # 3 DRAWN BYDJL-45 REV SCALA' 3/8' = 1'-0' DETECTORS DETECTION LINE r AGENT LINE r SYSTEM CONTROL AUTOMAN WITH AGENT TANK ENCLOSED PLENUM PROTECTION NOZZLE DUCT PROTECTION NOZZLE 'e� i �I REMOTE MANUAL PULL STATION Job #, 1761074 Job Name, Pizza Hut Wingstreet E56370066 Drawn By; System Size, ANSUL-1.5 Total FP required, 5 Hood # 1 3' 0.00' Long x 30' Wide x 44' High Riser # 1 Size, 0' x 0 LEGEND - WALL MOUNTED ANSUL SYSTEM 1A 1.5 GALLON TANK 1B 3.0 GALLON TANK 2 AUTOMAN RELEASE 3 3 GALLON TANK ENCLOSURE 3A 6 GALLON TANK ENCLOSURE 4 REGULATED ACTUATOR 5 ANSULEX LIQUID AGENT (3 GAL.) 6 ANSULEX LIQUID AGENT (1,5 GAL.) 7 CARTRIDGE (101-20) 8 CARTRIDGE (101-10) 9 CARTRIDGE (101-30) 9A CARTRIDGE (LT-A-101-30) 9B DOUBLE TANK CARTRIDGE 10 TEST LINK 11 DOUBLE MICROSWITCH 2W DUCT NOZZLE (419337) 1W NOZZLE ASSEMBLY (419336) 1F NOZZLE ASSEMBLY (419333) 1N NOZZLE ASSEMBLY (419335) 1/2N NOZZLE ASSEMBLY (419334) 3N NOZZLE ASSEMBLY (419338) 245 NOZZLE ASSEMBLY (419340) 230 NOZZLE ASSEMBLY (419339) 2120 NOZZLE ASSEMBLY (419343) 290 NOZZLE ASSEMBLY (419342) 260 NOZZLE ASSEMBLY (419341) 28 DETECTOR BRACKET 29 LOW TEMP FUSIBLE LINK 30 HIGH TEMP FUSIBLE LINK MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE 34 REMOTE MANUAL PULL STATION S SWIVEL ADAPTOR TYPICAL_ANSUL R102 SYSTEM LAYOUT WITH REMOTE MOUNTED AUTOMAN NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6' ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS SPECIFICATIONS THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE-ENGINEERED TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT SHALL BE LISTED WITH UNDERWRITERS LABORATORIES, INC. (UL) THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION WITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT-OFF APPLICATIONS. THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE LINK DETECTION SYSTEM. THE FUSIBLE LINK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING SYSTEM. THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ LINKAGE ASSEMBLY. EV O CAP77VFr4fRE JOBPizza Hut Wingstreet E56370066 LOCATION LOUISVILLE, KY DATE 4/15/2013 JOB # 1761074 DWG # 4 DRAWN BYDJL-45 REV SCALE 3/8' = 1'-0' FAN UNIT NO. FAN UNIT MODEL A MODEL TAG CFM ESP. RPM H.P. 0 VOLT FLA WEIGHT (LBS.)SONES 1 DU5OHFA DUSOHFA E56370066 600 1.000 1263 0.500 1 115 8.0 69 11.3 1AN OPTIONS FAN UNIT N0. 1 - Grease Box OPTION (Qty. - ➢esor.) 1 - Hinge Kit - Ships Loose for Curb Supplied by Others FAN UNIT NO. FAN UNIT TAG EXHAUST SUPPLY GREASE CUP GRAVITY DAMPER WALL MOUNT SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 1 E56370066 YES CU ASSEMBLIES NOT CAN WEIGHT 8 1 27 LBS ITEM SIZE Curb 19.500'W x 19.500'L x 20.00011 Vented FAN 1*1 DU5OHFA - EXHAUST FAN (E56370066) e71/4 21 1/2 GREASE DRAIN / 3 1/4 \ 16 1/4 17 1/2 DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) 32 1/2 FEATURESt - MOE POINTED FANS - RESTAURANT MODEL - UL703 AND ULT62 - VARIABLE SPEED CONTROL - INTERNAL WIRING - WEATHERPROOF DISCMMECT - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) - HIGH HEAT MERATION 300'F 04910 - GREASE CLASSIFICATION TESTING EXHAUST TFAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 3007 (149'C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL ERUILIBRIM. AND VITHGUT ANY DETERIORATING EFFECTS TO THE FAN WHICH NEMO CAUSE UNSAFE OPERATION A8W AL FI ARE-IP TEST EXHAUST FAN MUST OPERATE CMTIMIOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT SCOT (316 0) FOR A PERIO➢ O< 1S MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD MUSE AN UNSAFE CONDITION. JIPTIVNS 9 1/2' 19 1/2 VENTED CURB 20 GAUGE STEEL CONSTRUCTION 3' FLANGE \ / \ ROOF OPENING 17 1/2 17 1/2 DIMENSIONS GREASE BOX HINGE KIT - SHIPS LOOSE FOR CURB SUPPLIED BY OTHERS lots CAPTIVERIRE ✓OB PIzzn Hut Wingstreet E56370066 LOCATION LUUISVILLE, KY DATE 4/15/2013 JOB # 1761074 BirG # 5 BRAWN BYDJL-45 REV SCALE 3/8' = 1'-0' 1 ( DATE 4/15/2013 a w MOTOR INFO 0,5HP-115 V-1P-8,1FLA JOB NAME Pizza Hut Wingstreet E56370066 0 JOB NUMBER Exhaust Fan Wiring DRAWING NUMBER EXH1761074-1 N PI V In 02 N 03 0 N f7 a N N N m P N m N N N N co cc cn M 1c�I r i15 d Y1 S144thst 3 ro 1 Subway Y4 S:146th St S 6th St S 1 48th St 44. Trayeiadge Sea- Tao, ro Airport North ,* S 150th St .72 rD cn ¶PizzaHuL. C85u61 pi zi chair' with+Vide selection S 1481h St `5 1SOthI.St S 144th St 44 13 VICINITY PLAN No Scale M 15- oo as EXISTING MUA UNIT NOTE; NEW EXHAUST FAN TO BE INTERLOCKED WITH EXISTING MAKEUP AIR UNIT VE^ A\ CORRECTION AL -RVIT REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 4 2015 +rJ City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA ROOFTOP EQUIPMENT AUG 10 2015 Scale 1/4" = 1'-0" PERMIT CENTER 735 E FAIRHAVEN, BURLINGTON WA 360-755-5444 CONTRACTOR LIC# ALPINFS077RP TITLE: VICINITY PLAN ROOFTOP EQUIPMENT DATE 07/06/2015 SHEET: M1.0 REVISIONS Fire Svs FIRE SYSTEM NO. TYPE SIZE FLOW POINTS INSTALLATION SYSTEM LOCATION ON HOOD 1 Ansul R102 3.0 8 Wall Mount Left N/A Fire Svst FIRE SYSTEM NO. KEY NUMBER - PART DESCRIPTION QTY. BY FACTORY QTY. BY DIS T, 1 0 - 0 - 43-15733 AIR CYLINDER ASSEMBLY - Air Cylinder and Tubing for Mechanical Gas Valves (AnsuL 1 0. 1 1 - 1 - AT - 3.0 TANK(#18) - 3.0 Gallon SS Tank (for use with Automan Release, Actuator, or SS Enclosure (UL/ULC)) 0 1 1 2 - 2 - AP - AR AUTOMAN RELEASE - Ansul Automon Mechanical Release (UL)429853 Tank sold separately 0 1 I 5 - 5 - LIQ-3.0 AGENT - Ansulex Low PH Wet Chemical Agent, 3 Gallon (UL) 0 1 1 7 - 7 - 101-20 CARTRIDGE - Carbon Dioxide 101-20, 3 Gallon Cartridge (R-102) 0 1 1 10 - 10 - TLINK LINK - Test Link Package 0 1 1 11 - 11 - MICRO -SD MICROSWITCH - Single Dual Electric Switch, AX A0017429 1 0 1 11 - 11 - MICRO-S DA MICROSWITCH - Single Dual Electric Srltch, One Standard Switch, One Alarm Duty Switch 0 1 I 14 - 14 - 419336 NOZZLE - 1W Nozzle, Duct/Appliance 1 0 1 16 - 16 - 419335 NOZZLE - 1N Nozzle, Plenum/Appliance 1 0 I 19 - 19 - 419338 NOZZLE - 3N Nozzle, Appliance 2 0 1 26 - 26 - OSA-3/8 QUIK SEAL - 3/8' (UL) 4 0 1 27 - 27 - GIP SA-1/2 PULLEY SEAL - 1/2' Hood Seal (UL) 1 0 1 28 - 28 - S-DET DETECTOR - Series (Scissor Linkage) NEW#435547/435548 (OLD#417369/434480) 1 0 1 30 - 30 - ANS-500FL FUSIBLE LINK - 500deg F, R-102 and PIRANHA 1 0 1 34 - 34 - RPS-A REMOTE PULL STATION - Aluminum (without wire rope) 434618 0 1 1 35 - 35 - PE -LT PULLEY ELBOW - Low Temp. Pulley Elbow, Set Screw Type 0 10 1 36 - 36 - PE -HT PULLEY ELBOW - High Temp Pulley Elbow, Compression Type 1 0 AGENT LINE I SYSTEM CONTROL AUTOMAN WITH AGENT TANK ENCLOSED DUCT PROTECTION NOZZLE DETECTORS DETECTION LINE REMOTE MANUAL PULL STATION PLENUM PROTECTION NOZZLE TYPICAL ANSUL R102 SYSTEM LAYOUT WITH REMOTE MOUNTED AUTOMAN 10® 21. SPECIFICATIONS 2 1550' --1— 10.25' 0' I 1 N ' 12. 0' 3N 3N- 5' THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE-ENGINEERED TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT SHALL BE LISTED WITH UNDERWRITERS LABORATORIES, INC. (UL) THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION WITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT-OFF APPLICATIONS. THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE LINK DETECTION SYSTEM. THE FUSIBLE LINK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING SYSTEM. THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ LINKAGE ASSEMBLY. NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6' ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS Job #, 1680601 Job Name; Wing Street Drawn Byy, System Size; ANSUL-3,0 Total FP required, 8 Hood # 1 3' 0W Long x 28' Wide x 30' High Riser # 1 Size, 8' Dia. LEGEND - WALL MOUNTED ANSUL SYSTEM 1A 1.5 GALLON TANK 1B 3,0 GALLON TANK 2 AUTOMAN RELEASE 3 3 GALLON TANK ENCLOSURE 3A 6 GALLON TANK ENCLOSURE 4 REGULATED ACTUATOR 5 ANSULEX LIQUID AGENT 6 ANSULEX LIQUID AGENT 7 CARTRIDGE (101-20) 8 CARTRIDGE (101-10) 9 CARTRIDGE (101-30) 9A CARTRIDGE (LT-A-101-30) 9B DOUBLE TANK CARTRIDGE 10 TEST LINK 11 DOUBLE MICROSWITCH 2W DUCT NOZZLE (419337) 1W NOZZLE ASSEMBLY (419336) 1F NOZZLE ASSEMBLY (419333) 1N NOZZLE ASSEMBLY (419335) 1/2N NOZZLE ASSEMBLY (419334) 3N NOZZLE ASSEMBLY (419338) 245 NOZZLE ASSEMBLY (419340) 230 NOZZLE ASSEMBLY (419339) 2120 NOZZLE ASSEMBLY (419343) 290 NOZZLE ASSEMBLY (419342) 260 NOZZLE ASSEMBLY (419341) 28 DETECTOR BRACKET 29 LOW TEMP FUSIBLE LINK 30 HIGH TEMP FUSIBLE LINK MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE 34 REMOTE MANUAL PULL STATION S SWIVEL ADAPTOR (3 GAL.) (1.5 GAL) ANSUL PULL STATION DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 4 2015 City of Tukwila BUILDING DIVISION SCREW HOLES AT 2 O'CLOCK AND 8 O'CLOCK f/2' CONDUIT STRAIGHT UP TO ABOVE CEILING LINE, NO OFFSETS OR BEND 4' STANDARD ELECTRICAL OCTAGON BOX 5' ABOVE FINISHED FLOOR OR IN ACCORDANCE WITH LOCAL CODE. NOTE. HEIGHT OF PULL STATION SHOULD BE DETERMINED IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION. RECEIVED CITY OF TUKWILA AUG 10 2015 PERMIT CENTER DESCRIP➢UN DATE: A A A 0 DWGNAME L❑CATI❑N DATE: DATE DWG.#: DWG# DRAWN BY:DRAWNBY SCALE: SCALE SH EETTYPE SHEET NO. SHEET# 4 EXHAUST FAN INFORMATION FAN UNIT NO. FAN UNIT MODEL # MODEL TAG CFM ESP. RPM HP. 0 VOLT FLA WEIGHT (LBS,) SONES 1 DU33HFA DU33HFA 510 0,750 1335 0,333 1 115 4,1 59,36 8.1 CURB ASSEMBLIES NO' FAN WEIGHT ITEM SIZE 1 # 1 31 LBS Curb 19.500"W x 19.500"L x 20.000"H Hinged SCOPE OF WORK: ALPINE FIRE TO INSTALL NEW EXHAUST DUCT, NEW EXHAUST FAN, NEW CLASS 1 HOOD, & UL 300 FIRE SUPPRESSI❑N SYSTEM (SEPARATE PERMIT) NOTES: ROOF PENETRATIONS AND ALL WORK RELATED TO THE BUILDING STRUCTURE TO BE PERFORMED BY OTHERS, EXHAUST FAN WILL MEET 10' H❑RIZ❑NTAL OR 3' VERTICAL CLEARANCE TO ALL FRESH AIR INTAKES PULL STATION TO BE LOCATED NEAR KITCHEN EGRESS. MIN 10'-0" FROM APPLIANCES MAX 30'-0" SEE GUARD RAIL NOTES TOTAL WEIGHT FOR FAN AND CURB IS 81LBS EXHAUST FAN DU33HFA "K" TYPE FIRE EXTINGUISHER PROVIDED, MOUNT WITH IN 30' OF APPLIANCES ALONG PATH OF EGRESS ALL ELECTRICAL & GAS TO SHUTOFF WHEN FIRE SUPPRESSION SYSTEM IS ACTIVATED. FIRE SUPPRESSI❑N SYSTEM TO BE TIED INT❑ FIRE ALARM PANEL, WHEN PRESENT, ALL FIRE SUPPRESSI❑N SYSTEM PIPING TO BE 3/8" BLACK PIPE. ALPINE FIRE TO LIGHT TEST & CERTIFY DUCT PRI❑R TO INSTALLATI❑N AND AFTER INSTALLATI❑N, LETTER OF CERTIFICATI❑N WILL BE PR❑VIDED BY ALPINE FIRE AT FINAL MECHANICAL INSPECTI❑N Guard Rail Notes: International Mechanical Code (IMC) 304.11 Guards. Guards shall be provided where appliances, equipment, fans or other components that require service and roof hatch openings are located within 10 feet (3048 mm) of a roof edge or open side of a walking surface and such edge or open side is located more than 30 inches (762 mm) above the floor, roof or grade below. The guard shall extend not less than 30 inches (762 mm) beyond each end of such appliances, equipment, fans, components and roof hatch openings and the top of the guard shall be located not less than 42 inches (1067 mm) above the elevated surface adjacent to the guard. The guard shall be constructed so as to prevent the passage of a 21—inch—diameter (533 mm) sphere and shall comply with the loading requirements for guards specified in the International Building Code. REVISED 8/7/15 3° STANDOFF 8' ROUND 16ga SOLID WELDED BLACK PIPE DUCT W/ 2 LAYERS 3M FIRE WRAP 16' UL CLASSIFIED BAFFLE —TYPE GREASE FILTERS LEFT & RIGHT QUARTER END PANELS FIRE RATED WALL - TO BE CCNST. OF 20GA METAL STUDS WITH MIN. OF 2 LAYERS OF 5/8' FIRE RATED SHEET ROCK AND FIRE TAPED. EXTEND A MIN OF 1B' BELOW HOOD UP TO THE CEILING SIDE ELEVATION Scale 1/2" = 1'-0" ER vp TOTAL WEIGHT FOR FAN AND CURB IS 81LBS A\I:RL D RVIT 8° ROUND 16ga SOLID WELDED BLACK PIPE DUCT W/ 2 LAYERS 3M FIRE WRAP UL LISTED CAPTIVE AIRE HDDD \T ELEVATI-\ aREVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 4 2015 City of Tukwila BUILDING DIVISION Scale 1/2" = 1'-0" RECEIVED CITY OF TUKWILA AUG 10 2015 PERMIT CENTER 735 E F AIRHAVEN, BURLINGTON WA 0-755-5444 CO CONTRACTOR LIC# ALPINF-S077RP oo u NP-1 �~ ^ f 1 1 c'cig `) TITLE: SIDE ELEVATION FRONT ELEVATION DATE 07/06/2015 SHEET: M1.1 REVISIONS CTRICAL PACKAGES ND. TAG PACKKAGE LGCATIGN SWITCHES OPTION FANS CONTROLLED LOCATION QUANTITY TYPE 0 H.P. VOLT FLA 1 110010FP Wall Mount In SS Box SS Wail Mount Box 1 Fan Exhaust On In Fire, Fans On/Off Thermostatically Controlled Exhaust 1 0.333 115 4.1 rEIECTRICAL PREWIRE PACKAGE JOB NAME Wing Street DATE 10/18/2012 1 DRAWING NUMBER 110010FP JOB NUMBER 1680601 DRAWN BY CONTROL INPUT 120VAC H1=LINE, N1=NEUTRAL 15A BKR - DO NOT WIRE TO SHUNT TRIP BREAKER 2 3 4 5 6 9 10 3 5 16 7 1 PHAcSFF 115V INPUT LI T1 GR 10 2 VISE 1 PHASE-- � Fr- 19 20 21 22 23 24 NOTE 1: RIO TEMP SENSOR Fla° WIRN WREN RISERS SNIPPED LOOSE WREN MULTIPLE MP SENSORS USED ON ONE F ^5 H. e SEMOR IS WIRED TO ns OWN CONTROLLER ANO THE CONTROLLER TERMINALS 4, 7. 10 AND II ARE DAWN W WPARALLEL 1 NAP S - N ME CONNECTS BETWEEN TERMINALS a AND B R EACH CONTROLLER. 120V/1Ph, W/ 1 Exhaust Fan, Exhaust in Fire, Fan On/Off Thermostatically Controlled. COMPONENT PARTS UST DF7CRPDOB Canloclat Starter 074,1000 Fan eR (UOAt.d) 1 AMP -BLO FUSE-PS-11_NSE LIght L I(,) W M,S.Rc1 (Am4Vpn m.m) R.N7 °POT - 34.110.0164.0 + Socket x4 IIMPpNNRE COMBO -ER PXR4-WATI-NOAB N-x Temp Sensor NIO0-3x-P0-1'-IXPL (Note 1) SPARE FIRE DRY r'ONTAr P4 SPARE RELIT CONTACTS USN 171. FIRE SYSTEM DISCHARGESNOSINDOWNN SHUNT PROWDE V.A.. (NOT FOR BUILDING FIRE AU.) ..m.m Ill: Tripped. AR: Armed. C: Common I 3 Rn6Y sm4 tua+' 11- NC vIXR COL CON • KAs nRR NC BR TAT PH WIT HP FLA BPK 115 0.333 9.1 15A NOTES DENOTES REND WIRING DENOTES INTERNAL WIRING WIRE C010R BK - BUCK YN - YELLOW BL - BLUE GT - GRAY BR - BROWN PR - PURPLE 0R - ORANGE OR/BL -ORANGE/BLUE (STRIPE) RD - RED BL/RD - BLUE/RED (STRIPE) WH - WHITE RO GN - RED/GREEN (STRIPE) DRAWING SHOWN E-ENERGIZED NOTE IF WALL MOUNT PREWIRE, OR FIELD INSTALLED FIRE ST]ILM MICROSOIILH, THE TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED. 12 x 18 x 6 Box / CONTROL PANEL INSTALLATION JOB NAME Wing Street DATE 10/18/2012 DRAWING NUMBER 110010FP JOB NUMBER 1660601 DRAWN BY 1 2 3 4 5 POWER FEED FOR CONTROLS AND LIGHTIN BREAKER PANEL CONTROL PANEL CONTROL 120V I5A BREAKER__ -- '® FIELD AIRED SWITCHES TO CONTROL PANEL 6 RIM PILOT FAN MICR DUCT STAT WIRING FOR TEMPERATURE CONTROLLER FAN SWITCH OVERRIDE BASE _—r., BL 7 i- U __9E L WB __� eEl 9 -I= CONNECTIONS __ IN CONTROL PANEL B T 0© 0 BLACK RIO SENSOR am u©J — •• BRO12N BROIYN SHOWN HERE 1TITH TEMP CONTROLLER REMOVED TO EXPOSE TERMINALS 10 11 FIRE SYSTEM MICROSWITCH 120VAC SHUNT TRIP WIRING TO CONTROL PANEL BREAKER WIRING 12 ANSUL OR PYROCtINM FIRE SYSTEM 13 MILROSIFII'CH SPARE FIRE REIA MB_t HR __ __ RD BL PR RD 4223 CONTROL PANEL 1 NEUTRAL =_FD__-_3 SHHIN -I -I I CONTACTS _ RD ' 14 BUILDING FIRE BL OT FOR1 I ALARM) YSTEM ON1 THOOD. JUMPER CED: IF NO FIRE I AND ART TOGETHER 15 N0TE1: BW.DING FIRE ALARM IS TO BE WIRED TO THE 'ALARM INITIATING STITCH" INSIDE THE FIRE SYSTEM AUTOMAN FAN WIRING TO CONTROL 16 PANEL 9 PHASE 20B/400/575 VOLT 17 6 F- C- rya'1 P7 STARTER -•1 TO FAN B1 7 18 FAN L -ISTARTER TO FAN B2 7 19 20 BREAKER PANEL, SEE 1 PHASE 115 VOLT 21 DRAWING MOTOR k � Ir»� r�T 010 OR j TO FAN B1 TO FAN B2 NOTE( DENOTES FIELD WIRING DENOTES INTERNAL WIRING 22 TABLE FOR BREAKER SIZING 1 PHASE 20B/230 VOLT VIBE COLGR BK - BLACK TV - YELLOW BL - PY - GRAY BLUE BR - BPR - PURPLE 23.,-,MIIITO 6.- m � ART ACTOR FAN B1 j TO FAN B2 OR - ORANGE OR/BL - ORANGE/BLUE 60 - RED (STRIPE) VH -WHITE BL/RD - BLUE/RED GN - GREEN (STRIPE) R➢/GN - RED/GREEN 24 (STRIPE) J 12" DETAIL OF REMOTE S/S BOX BOX IS 6'' DEEP •.SWITCHES CAN BE PANEL MOUNTED OR LOOSE FOR FIELD INSTALLATION LIGHT AND FAN SWITCHES TOP VIEW 2" 2" 18' ANSUL FIRE SYSTEM BOX SEE NOTES BELOW MICROSWITCH WIRES ARE LOCATED IN A ROUND BOX ON THE SIDE OF THE FIRE SYSTEM, NOTES: 1> TO COIL OF SHUNT TRIP BREAKER TO SHUT OFF ELECTRIC COOKING EQUIPMENT. 2> TO COIL OF MUA MOTOR STARTER TO SHUT DOWN MUA FAN. 3) TO BUILDING ALARM SYSTEM. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 4 2015 City of Tukwila BUILDING DIVISION 4 RECEIVED CITY OF TUKWILA AUG 10 2015 PERMIT CENTER BROWN = NORMALLY CLOSED MICROSWITCH BLACK = NORMALLY OPEN RED = COMMON WITH FIRE SYSTEM COCKED C & NC = CIRCUIT C & NO = OPEN WITH FIRE SYSTEM FIRED C & NC = OPEN C & NO = CIRCUIT ■ EACH MICROSWITCH IS RATED FOR 15 AMPS, 1/3 HP 125 OR 250 VAC, WITH 1/2 AMP @ 125 VDC AND 1/4 AMP @ 250 VDC. DATE A A A ell 2 02 DWGNAME L❑CATI❑N DATE: DATE DWG.#: DWG# DRAWN BY: DRAWNBY SCALE: SCALE SHEETTYPE SHEET NO. SHEET# r REVISIONS HOOD NO MODEL LENGTH MAX. COOKING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CGNFIG,_ _ TOTAL EXH. CFM RISERS) TOTAL SUP. CFM RISER(S) END TO END ROW WIDTH LENG. DIA. CFM S.P. WIDTH LENG. DIA. CFM S.P. 1 2830 BL 3' 0.00' 400 Deg 510 8' 510 -0.205' 0 430 SS Where Exposed ALONE ALONE HOOD NO. FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE SYSTEM PIPING HOOD HANGING WGHT TYPE QTY. HEIGHT LENGTH QTY. TYPE WIRE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY 1 SS Baffle with Handles 1 16' 20' 0 YES 179 LBS HOOD NO. OPTION 1 FIELD WRAPPER 33.00' High Front, Left, Right BACKSPLASH 96.00' High X 84.00' Long 430 SS BACK STANDOFF 3' Wide 36' Long INSULATION FOR BACK OF HOOD RISER SENSOR INSTALL 21N DBL RTD SENSOR INSTALLATION DETAIL 1019 R([ i Wes'trat ell need to Pe fw e),41, ter= troller Rio ett M radar, wst,Re4 C e.kn,t hers ere factoryFrt,etl iron top or Iwd FstaRetl tt k N b hWktl no Mther than BLL Series Specification The BLL series hood Is a low proximity passover type hood. Hood shall have size, shape and performance specified on drawings. Construction shall be type 430 stainless steel with a #3 or #4 polish where exposed. All seams shall be welded and have stainless steel on exposed surfaces. Unexposed surfaces shall be constructed of aluminized steel. Individual component construction shalt be determined by manufacturer and ETL. Construction shall be dependent on the structural application to minimize distortion and other defects. All seams, Joints and penetrations of the hood enclosure to Its lower outermost perimeter that directs and captures grease -laden vapor and exhaust gases shall have a liquid -tight continuous external weld In accordance with NFPA 96. Hood sholl be wall type with provisions to screw to back wall. Ventllotor shall be furnished with UL classified aluminum baffle filters, supplied in size and quantity as required by ventilator. The filters sholl extend the full length of the hood and the filler panels sholl not be more than 6' In width. The hood manufacturer sholl supply complete computer generated submittal drawings Including hood section vlew(s) and hood plan view(s). These drawings must be available to the engineer, architect and owner for thelr use In construction, operation and maintenance. Exhaust duct collar to be 4' high with 1' flange. Duct sizes, CFM and static pressure requirements sholl toe as shown on drawings. Static pressure requirements shall be precise and accuratel air velocity and volume Information shall be accurate within 1-ft Increments along the length of the ventilator. The hood shall haven -A sloped grease drain system which shall be an enclosed Integral part of -the hood back with an exposed, removable 14 pint grease cup to facilitate cleaning. -Low profile design to allow plate shelf and passover design. The hood shall be ETL Listed as 'Exhaust Hood Without Exhaust Damper', ETL Sanitation Listed and built in accordance with NFPA 96. The hood shall be listed for 400' F cooking surfaces at 110 CFM/ft. 3 EXHAUST RISER 16' SS BAFFLE WITH HANDLES AND HOOK 3.00' BACK STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. 46118 [117. GREASE DRAIN WITH REMOVABLE CUP BACKSPLASH 96.00' HIGH X 84.00' LONG 28 17.00' a e. 31' 18' 18 3' 0.00'Non./3' 0.50'DD PLAN VIEW — Hood in 3' 0.00" LONG 2830BL FIEL➢ WRAPPER 33.00' HIGH (SEE HOOD OPTIONS TABLE) 4 1/2' MAX UNDERHANG 9' NOM. 4 1/2' MAX UNDERHANG PROPOSED 2' 26.0' MIN 42.0' MAX (PROPOSED 28') 5/8 [1.6] 9 [22.9] NOM. SECTION VIEW — MODEL 2830BL 62' AFF TYP. 34 [86.4] NOM. FAN UNIT N0. FAN UNIT MODEL # MODEL TAG CFM ESP. RPM H.P. 0 VOLT FLA WEIGHT (LBS.) SONES 1 DU33HFA DU33HFA 510 0.750 1335 0.333 1 115 4.1 59.36 8.1 FAN UNIT N0. OPTION (Qty. - Descr.) 1 1 - Grease Box FAN UNIT NO, FAN UNIT TAG EXHAUST SUPPLY GREASE CUP GRAVITY DAMPER WALL MOUNT SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 1 YES NO. FAN WEIGHT ITEM SIZE 1 # 1 31 LBS Curb 19,500'W x 19.500'L x 20.000'H Hinged FAN #1 DU33HFA - EXHAUST FAN 18 1/2 GREASE DRAIN 15 1/8 17 1/2 21 DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) 30 1/4 FEATURESI - ROOF MOUNTED FANS - RESTAURANT MODEL - UL705 AND UL762 - VARIABLE SPEED CONTROL - INTERNAL WIRING - WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTION (SINGLE PHASE> - HIGH HEAT OPERATION 300'F (149'C) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300'F (149'C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM. AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAI FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600.F (316'C> FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS GREASE BOX NOTES: FAN DISCHARGE MIN, 40w ABOVE ROOF SURFACE FAN DISCHARGE MINIMUM 10' FROM ALL FRESH AIR INTAKES FAN MINIMUM 10' FROM PROPERTY LINE ETL Listed, Complies with UL710, ULC710, and ULC-S646 Standards, x**SEE IMC 507.1 EXCEPTI❑N # 1 FOR LIST OF EXMEPTI❑NSA** Built in compliance with NSF/ANSI Standard 2, 20 GAUGE STEEL CONSTRUCTION "- ROOF OPENING 17 1/2 17 1/2 DIMENSIONS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 14 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 10 2015 PERMIT CENTER P(SC#0PBOM DATE 011 LJ z LD Q L❑CATI❑N DATE: DATE DWG.#: DWG# DRAWN BY: DRAWNBY SCALE: SCALE SH EETTYPE SHEET NO. SHEET/ Page 1 of 20 ,tnderstnChdse A Structural Engineering Corporation 5521 100'4 Street SW, Suite Ei, Lakewood, WA 98499 (253) 212-2310 Details / Calculations for addition ofa new Fryer Hood and fan. Project & Location: Client: Structural Engineer: Project Number: Code: Loads: CORRECTION LTR#—�--- Structural Calculations for Tenant Improvements Pizza Hut Store 14638 Pacific Hwy South Tukwila, WA 98168 Emerald City Pizza 12121 Harbour Reach Dr #200 Mukilteo, WA 98275 Contact: Chuck Henderson (206) 423-0594 chendersonemeraldcitypizza.com AndersonChase, Inc. a structural engineering corporation 5521 100th Street SW, Suite B Lakewood, WA 98499 Contact: Mark A Anderson, PE, SE 253-212-2310 mark@andersonchase.com 15.035 2012 IBC I. Vertical Loads: II. Lateral Loads: Ss: 1.487 Si: .557 N/A — 25 PSF Snow per 2102 IBC ds: .991 Sd1: .557 Date: 07/02/2015 Design by: MAA L iiEWED FOR �E COMPLIANCE APPROVED AUG 1 4 2015 City of Tukwila ALDING DIMSO RECEIVED CITY OF TUKWILA AUG 10 2015 PERMIT CENTER Seismic Demands on Non -Structural Element per IBC 1613.3.2 and ASCE 10-7 Section 20.3-1 III. Hood and Fan Loads: See Calculations AncierscuChase A STRUCTURAL ENGINEERING CORPORATION 552 I • SUITE B - I OOTH Sr SW; LAKEWOOD, WA 98499 PROJECT JOB # DESIGNED CHECKED DATE Page 2 of 20 DATE �Vt oiZs-(0i )1)1 (2�-wvk LS t7- } Jccs-rs N 1' Flx.z-P G,i?-1 a -7 I- t 0/2, 1r7 in Vz.f -- 114 &1 ) �r li T� .f` t t 3Lbu 4f_ "T>612tp To [vr y s-1 car s i . 41( a ^� 2 4'/ C 552,1 100t" Street SW, Suite B, Lakewood, Washington 98499 (253).212 - 2310 Page 3 of 20 F:rrtlx'ry f !HOOD i NO u TAG MODEL LENGTH MAX CCOFNtIi TEMP .-........... TOTAL EXH CFM .f;YllAUST ...... —'^ WIDTH ............. via rt SE..ot'-' "T=—"-".'''. LEND.i CIA { ............................ ` CFM S P H000 CONSTRUCTION C _ 2..901fXr— ENDTO END ROW 1 L E5637D083 3347 80.2 3'0D DO* /50 Deg 510 Cr6 I 510 0216 430 SS Wfien Exposed ALONE ALONE 1&OD -J,YFOR'4.7A1 IONtrTp :S) HOOD NO HOOD NO TYPE (OTY SS tee 1,0. hnfYF HEIGHT LENGTH,0TY OPTION t1�tITS I TYPE Incandescent light net HARE GUARD NO LOCATION -11111iA E PE SYSTEM TYPE SIZE FIELD WRAPPER 2000' Hip!. Front. Ink Rghl BACKSPLASH 111001 H,oh X 7200' Lang 430 SS RIGHT QUARTER END PANEL 231 Top Wde1. 0' Bnllem Mi. 23' High 0SO 55 LEFT QUARTER ENO PANEL 231 Top WdU1, 6 Bol0m0d01 23' Hlpb e30 S5 NSULATION FOR BACK OF HOOD jpaliusr fNForWArltiY FAN ! UNIT ! FAN UNIT MODEL X NO.^.'. .... ................... bU33HFA F..4R.- f1PT/MNS FAN UNIT OPTiON(01y-Decal NO 1 1 -Grease Box TAG . OFM DU33HFA EF-FRYER k 510 ESP 1 RPM 1 DDD I 153B HP 0 333 0 ' VOLT 115 FLA +1 83 BO WEIGHT(LOSI I50NE5 108 FAN UNIT NO F-- IND ON i FAN 1 -Hinge Kit- SNpe Leese for Curb Supplied by Others FAN UNIT TAG EF-FRYER EXHAUST I SUPPLY GREASE GRAVITY CUP } CAMPER YES ` WALL SIDE GRAVITY MOUNT DISCHARGE DAMPER MOTORIZED DAMPER WALL MOUNT WEIGHT ITEM Il�� I1 30 LB5 Curb 512E 19500W a 19500'Lx 22000.H GC VERIFY Pi1d1 Vented ( ELfECTA1Cu, S'h!T�iiE. -� FIRE YP MODEL II QUANTITYPIPINGING YES HOOD WGHT 172 LBS PLAI ...........a'.> :fin Page 4 of 20 1' LAYER OF INSUTARON FACTORY INSTALLED INBACK STANDOFF /MEETS BIRCHREOIAREMENTS FIX+ CLEARANCE TO COMBUSTIBLE SURFACES I tgl Fold CM \\ Los Fol"H.HOA 3.0 00'Na"AT 0 000D ^-w- ...H_Q.4d_.? (E53j000j GREASE DRAIN EE 301/4 7,1 CC PROVIDE GREASE DUCT ANO SAT V.wl. MR COOL 1S' SS BAFFLE WITH HANDLES AND HOOK "" I'LA.YR EA N4:11APO.YA.C1 TI •� 1tAt10A1 D ON `.' 1l .E R•IAL 3 ', I0l I vst7 ACB..I016 1:1OASN13F0.O """ CLE4NM.IiCY. tOCO4e.42!59t E4L•It4Cf3 Il :t 11.£ ASFJ.;:BIIY OF THE AAOMTECT10M4ER TO ENSURE THAT THE 11000 CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS =..T PI CCW4M!_E YA:r Le., fr4C1 N EA'Afi^.N 1S G1FFrL2EOP1T1 4VI101511.4V74N;E 1UP RELOINSTALLFD N+ANTE R E!4:i 4N•C i.A r...6679.61E1 . ROOF MOUNTED FANS . RESTAURANT MODEL . ULIOS ANO ULIB7 •VARIABLE SPEED CONTROL • INTERNAL WIRING • 1EATHERPR00F 015CONNECT THERMAL OVERLOAD PR01ECT10N (SINGLE PHASE) RICH HEAT OPERATION A00'F I110'C) .GREASE CLASSIFICATION IESTNO EXHAUST FAN MUST OPERATE CONTINUOUSLY WHLE EXHAUSTING MR AT300'F 1149'C) UNTIL ALL FAN PARTS HAVE REACHED EF 1?PA4_AD.N.41tu t1.AAL^LV111117 A:1y DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UI4SAFE OPERATION ABNORMAL FLARE-UP TEST 1.7712927,141 L"S24C4/441:'9.9CA17Y •2111. LlaiE EMIN/STRI0 BCil•-I.7 TIRP.AIFL:AAVM ATOM (T`0'C At:+APFYEOD t4 1S MINUTES WITHOUT T. FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION rnnnru GREASE00X HINGE Ka •SHIPS LOOSE FOI CURB SUPPLIED BT OTHERS 27 A' 1�\\ GC TO VERIFY ROOF DECK HEIGHT AND PITCH Ill 00'H1GH GC TO VERIFY ROOF PITCH 2 INCANDESCENT UBIDRXRIRE.M5I TEMP ASSEMBLY.INCLUOES REAR THERMAL MID SHOOT RESIST...FEM BE MSS FIXTURE) GC TO VERIFY CEILING TYPE AND HEIGHT FIELD IMWPERTB5PHIIH IseE HDOO aenaNs rAeLEI ts,2 IS If; VENTED / CURD • 20 GAUGE STEEL CONSTRUCTION \�• 3' FLANGE / \ \ 1712 1712 \ PITCHED CUR B.S ARE AVAILABLE FOR PITCHED ROOFS SPECIFY PITCH EXAMPLE: 7N2 PITCH'. 30' SLOPE ROOF OPENING DIMENSIONS FOR QUESTIONS. CALL THE DALLAS OFFICE 1901 ROYAL LANE. SUITE 101 DALLAS TX 75229 PHONE1211)220-3999 Pizza Hut Wingstreet 3' BD DATEI 3/22/2013 DWG.14: 1649345 DRAWN DJL-45 RY: SCALE: 3/4" .• 1'-0" MASTER DRAWING SHEET NO. 1 dusGs Design Maps Summary Report User -Specified Input Page 5 of 20 Report Title PH - Tukwila - Fryer Hood Mon June 15, 2015 18:45:17 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.47129°N, 122.28532°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 15mi 5000m rnapquest USGS-Provided Output Ss = 1.487 g Sl = 0.557 g B Uj .0 F_ `" e201S Map rust Some dila•020 'Up SM5 = 1.487 g SMl = 0.835 g ncnn Sps = 0.991 g Spl = 0.557 g H AMERICA ® MapQ1aast For information on how the SS a'nd S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document, MCE, Response Spectrum 1.65 1.50 1.35 1.20 1.05 Oi 0.90 y 0.75 0.60 0.45 0.30 0.15 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 Period, T (sec) 1.60 1.90 2.00 1.10 1.00 0.90 0.80 0.70 • 0.60 CA 0.50 0.40 0.30 0.20 0.10 Design Response Spectrum 0.00 1 1 1 1 1 ! 4 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 Period, T (sec) 1.60 1.80 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the 2.00 Ander-sonCbse A STRUCTURAL ENGINEERING CORPORATION 5521 100th Street SW, Suite B Lakewood, WA98499 253-212-2310 Job # 15-035 Designed: MAA Checked: Page 6 of 20 Date: 6/15/15 Date: Project: PH - Tukwila Fan + 112 Ductwork - -- Seismic Demands on Non -Structural Components Site Class: Site Class: Site Location: D (IBC 1613.3.2, ASCE Table 20.3-1) Latitude: 47.47129 Longitude: -122.28532 Site Coefficients: (USGS Open -File Report 01-437) Ss = 1.487 Fa= 1.00 S1= 0.557 Fv = 1.50 SMs=Fa *Ss = • Simi =Fv*S1= 1.487 (IBC Eq.16-37) 0,835 (IBC Eq.16-38) Spectral Response Parameters: SDs = 2/3 •SMs = 0.9913 (IBC Eq.16-39) SDI = 2/3 " SMt = 0.5567 (IBC Eq.16-40) (ASCE Section 13.3.1) IBC 2012 / ASCE 7-10 General Eqn: Fp=.4 * ( ap* Sds * WP / (RP/ip )) * (1+ 2 *z / h) (ASCE Eqn 13.3-1) where: Wp = 124 Ibs: (Total Component Operating Weight) Sds = . 0.99 spectral acceleration from above ap = 2.50 Component Application factor (ASCE Table 13.5-1 or 13.6-1) Rp = 6.00 Component Response Modification factor (ASCE Table 13.5-1 or 13.6-1) Ip = 1.00 Component Importance factor (ASCE Section 13.1.3) z = 15.00 Ft: (Height of component in,structure to point of attachment) h = 13.00 Ft: (average roof height of structure with respect to the base) therefore, Fp = 68 Ibs However: Fp is not required to be taken greater than: Fp shall not be taken less than: Summary: 221 Ibs: Fp = 1.6 * Sds * Ip * Wp (ASCE Eqn 13,3-2) 37 Ibs; Fp = 0.3 *Sds * Ip * Wp (ASCE Eqn 13.3-3) Fp (ult) = 68 Ibs: (Ultimate Strength Design) Fp (asd) = Fp (ult) / 1.4 48 Ibs: (Allowable Stress Design) AndersonChase, Inc. 5521 100th Street SW. Suite B, Lakewood. Washington 9B499 (253) 212-2310 riders .Chase A STRUCTURAL ENGINEERING CORPORATION 5521 to01h Street SW, Suite B Lakewood, WA 98499 253-212-2310 Job # 15-035 Designed: MAA Checked: Page 7 of 20 Date: 6/15/15 Date: Project: PH - Tukwila Hood + 1/2 Ductwork Seismic Demands on Non -Structural Components Site Class: Site Class: D (IBC 1613.3.2, ASCE Table 20.3-1) Site Location: Latitude: 47.47129 Longitude: -122.28532 Site Coefficients: (USGS Open -File Report 01-437) Ss= 1.487 Fa= 1.00 S1= 0.557 Fv = 1.50 SMs=Fa* Ss= SM7=Fv* S1 = 1.487 (IBC Eq.16-37) 0.835 (IBC Eq.16-38) Spectral Response Parameters: Sos= 2/3 * SMs = 0.9913 (IBC Eq.16-39) Sol = 2/3 * Sufi = 0,5567 (IBC Eq.16-40) (ASCE Section 13.3.1) IBC 2012 / ASCE 7-10 General Eqn: Fp=.4 * (ap*Sda ' Wp / (Rpllp )) * ( 1+ 2 *z / h) (ASCE Eqn 13.3-1) where: Wp = 202 lbs: (Total Component Operating Weight) Sds = 0.99 spectral acceleration from above ap = 2.50 Component Application factor (ASCE Table 13.5-1 or 13.6-1) Rp = 6.00 Component Response Modification factor (ASCE Table 13.5-1 or 13.6-1) Ip = 1.00 Component Importance factor (ASCE Section 13.1.3) z = 7.00 Ft: (Height of component in structure to point of attachment) h = 13.00 Ft: (average roof height of structure with respect to the base) therefore, Fp = 69 Ibs However: Fp is not required to be taken greater than; Fp shall not be taken less than: Summary: 360 Ibs: FP = 1.6 * Sds * Ip * Wp (ASCE Eqn 13.3-2) 60 lbs: Fp = 0.3 * Sda * Ip *Wp (ASCE Eqn 13.3-3) Fp (ult) = 69 Ibs: (Ultimate Strength Design) Fp (asd) = Fp (ult) / 1,4 50 Ibs: (Allowable Stress Design) ,r �t wokt,ua AndersonChase, Inc. 5521 100th Street SW, Suite B, Lakewood, Washington 98499 (253) 212-2310 Page 8 of 20 ,tndersonChas A 5'rftUCT1JRAL EN0INE.L7040 CoRP0RATiori 552r tooth Street SW, Suite 8 Lakewood, WA 98499 253•212-2310 PROJECT NAME: PH - Tukwila PROJECT NUMBER: 15-035 6/16/2015 DESIGN BY: MAA SHEAR, PULL -OVER, & PULL-OUT CALCULATIONS FOR SCREWS Screw Shear, Pall -Out and Pall -Over ASD Capacities per AISI S-100: E4: November 2012 Desitn Criteria input Nominal Screw Size 10 tl 18 GA tl = thickness of member in contact with screw head t2 20 GA t2 = thickness of member not in contact with the screw head Head or Washer dia 0.34 Inches 'Head or Washer Diameter per table below Calculated ASD Loads Shear 177 Ibs Pullout 84 Ibs Pullover 345 Ibs Back round Data and Calculations CFS GA Design Thickness Fy Fu 12 0.1017 50 65 14 0.0713 50 65 16 0.0566 50. —65 18 0.0451 33 45 20 0.0346 33 45. 22 0.0283 33 45 25 0.0188 33 45 26' 0.0172 -_ 33 45 her 2014 SSMA Nomimal Screw Size Diameter Head Diameter Pss Pts 6 0.138 0.272 643 419 8 0,164 0.272 1,278 586 10 0.190 0.340 1,644 1,158 12 0.216 0..340 2,330 2,325 1/4 0.250 0.409 3,048 3,201 Per CFSE1 Tech note F701-12 Shear Strength (F,4.3.1) for t2/tl <= 1,0, Eq 4 3 1-1 Pns = 4,2 ((12)^3*0)^,5*Fu2 Eq 4,3,1-2 Pns=2,7*tl*d*Fu1 Eq 4.3.1-3 Pns =2,7*t2*d*Fu2 for t2/t I >=2.5, Eq 4,3,1-4 Pns = 2.7*61*d*Ful Eq 4,3.1-5 Pns = 2.7*t2*d*Fu2 omega = 3 (safety factor) Pull:-OiitStretltth (E4.4.1) Pnot= pull-out force per screw Eq 4.4,1-1 Pnot=0,85 * tc * d * Fu2 omcga = 3 (safety factor) Pull -Over Strength (E4,4.2} Pnov= pull -over force per screw . Eq 4.4.2-1 Pnov=1.5* tl * dw * Ful omega = 3 (safety factor) Shear Strength (E4.3.1) Screw Size It 10 d 0.19 inches GA 18 ... .. ...gauge a ... Aoftlau g e GAoft2 20 gouge Pns 530 # - ult Pss (SSMA) 1644 # - ult Pas 177 #-ASD Pas = (min of Pns, Pss)/Omega Shear Calculation 11 12 t2/t1 Eq_4.3.1-1 En 4.3,1-2 Iq 4.3,1-3 Eq 4,3,1-4 I'q43,1-5 0.0451 inches 0,0346 inches 0.77 530 # 1041 # 799 # 1041 # 799 # Pull -Out Ste Screw Size 11 ............._.. . d gauge tc Pnot Pnts . Pat. englh (E4.4.1) 10 0.19 inches 20 gauge 251 # - tilt .......... 1158 #-tilt 84 Pat = (min of Pnot, Pts)/Omega Pull -Over St dw gauge tl Pnov Pts (SSMA) Pot rep th (E4.4.2) 0.34 incites 18 1035 # - ult 1158 # -ult 345 # - ASD Pot = (min of Pnov, Pts)/Omega }Nntalions / 'Venn inolnflv d = nominal screw diameter tl = thickness of member in contact with screw head t2 =thickness of member not in contact with the screw head tc = the lesser of the depth. of penetration and thickness t2 dw = larger of screw head diam or washer diam but < 0.5" - See E4,4 2 P of = allowable pull -over force per screw P at = allowable tension force per screw P as = allowable shear force per screw P ss = allowable shear per screw (SSMA) P is = allowable tension per screw (SSMA) P nt = nomimal tension strength per screw P not = nominal pull-out strength per screw P nov = nominal pull -over strength per screw P ns = nomimal shear strength per screw Ful = tensile strength of member in contact with screw head Fu2 = tensile strength of member not in contact with screw head Page 9 of 20 tiiderscrnChase A S'Tfit,lcrtniAt- E.N(NNt;Fn *G Colit'ooA,Ttat? 55z1loan Street 5W, S000 t:akewood, WA9i3499 253-a 12-2,310 PROJECT NAME: PH - Tukwila PROJECT NUMBER: 15-035 6/16/2015 DESIGN BY: MAA SHEAR, PULL -OVER, & PULL-OUT CALCULATIONS FOR SCREWS Screw Shear, Pull -Out and Pull -Over ASD Capacities perAtSl S-100: E4: November 2012 Design Criteria Input Nominal Screw Size 10 tl 18 GA tl = thickness of member in contact with screw head • t2 18 GA t2 = thickness of member not in contact with the screw head Head or Washer dia 0.34 Inches Head or Washer Diameter per table below Calculated ASD Loads Shear 263 Ibs Pullout 109 Ibs Pullover . 345 Ibs >! Background Data and Calculations CFS GA Design Thickness Fy Fu 12 0.1017 50 65 14m 0.0713 50 65 l6 0.0566 50 65 18 0.0451 33 45 20..........._..... ... 0.0346 33 45 22 0.0283 33 45 25 0.0188 33 45 26 0.0172 33 45 Per 2014 SSMA Nomimal Screw Size Diameter Head Diameter Pss Pts 6 0,138 0.272 643 419 8 0,164 0,272 1,278 586 10 0.190 0.340 1,644 1,158 12 0.216 0.340 2,330 2,325 1/4 0.250 0.409 3,048 3,201 Per CFSEI Tech note F701-12 Shear SIrcni lh (E4,3-i) for t2/tl <= 1,0, Eq 4.3,1-1 Pns = 4.2 ((t2)^3*d)^.5*Fu2 Eq 4.3,1-2 Pns=2,7*tl*d*FuI Eq 4.3,1-3 Pns = 2,7*t2*d*Fu2 for t2/t1 >=2.5, Eq 4.3.1-4 Pns =2.7*61*d*Fui Eq 4,3,1-5 Pns = 2.7*t2*d*Fu2 omega = 3 (safety factor) Pull -Out Strength (ii4.4.1) Pnot= pull-out force per screw Eq 4.4,1-1 Pnot=0,85 * tc * d * Fu2 omega = 3 (safety factor) Pull -Over Strength (E4.4.21 Pnov= pull -over force per screw Eq 4,4.2-1 Pnov=1.5* tl * dw * Ful omega = 3 (safety factor) Shear Strength (E4.3.1) Screw Size # 10 d 0,19 inches (IA .of tl 18 gauge GA oft2 18 gauge Pits 789 #-uh Pss (SSMA) 1644 # - ult Pas 263 # - ASD Pas = (min if Pits, Pss)/Omega She, 11 t2 t2/t 1 Eq 4.3_1-1 Eq 4.3,1-2 Eq 4.3.1-3 . ................. Eq 4,3,1-4 Eq 4.3,1-5 r Calculation 0.0451 inches 0.0451 inches 1,00 789 # 1041 # 1041 # 1041 # 1041 # Pull -Out Strength (E4.4.1) Screw Size # • 10 d 0 19 inches gauge tc 18 gauge Pnot 328 # - ult Pnts 1 158 # - ult Pat 109 # ASD • Pat = (min of Pnot, Pls)/Omcga Pull -Over Strength (E4.4.2) dw 0.34 inches gauge tl 18 Pnov 1035 # - ult Pts (SSMA) 1158 # - ult Pot 345 # - ASD Pot = (niin of Pnov, PIs)/Omc ,a Notations / 7'errttinoloiV d = nominal screw diameter tl = thickness of member in contact with screw head t2 thickness of member not in contact with the screw head tc = the lesser of the depth of penetration and thickness t2 dw = larger of screw head diam or washer diam but < 0 5" - See E4.4.2 P of = allowable pull -over force per screw P at = allowable tension force per screw P as = allowable shear force per screw P ss = allowable shear per screw (SSMA) P is = allowable tension per screw (SSMA) P nt= nomimal tension strength per screw P not = nominal pull-out strength per screw P nov = nominal pull -over strength per screw P ns = nomimal shear strength per screw Ful = tensile strength of member in contact with screw head Fu2 = tensile strength of member not in contact with screw head Page 10 of 20 Job # 15-035 ,tnders nChas e A STRUCTURAL_ ENGINEERING CORPORATION Designed: MAA Date: 6/16/15 552; ioo'h Street SW, Suite B Lakewood, WA 98499 253-212-2310 Checked: MAA Date: 6/16/15 Project: PH - Tukwila Pizza Hut TI Fryer Hood Model: 2830 BL units Hanging Wt: 172 lbs Ductwork @ 10 PLF 40 lbs Exhaust Fan 64 lbs Curb 30 lbs Misc 20 lhs Total 326 lbs Distribution of Hood Load 1/2 to wall 1/2 to front rods 101. lbs 101 lbs Connection to wall Assume hood is 18 Ga (.043) 403 SS. 1.) Hood to Ledger Hood and Fan hang at different locations: 202 - Hood and 1/2 duct work + 1/2 misc 124 Fan + curb + 1/2 mist + 1/2 duct work 1/2 to each rod: 51 lbs #10 screw (.190" dia) from 18 GA hood to 18 GA ledger 263 lbs 2B.) Ledger to 18 GA CFS studs (minimum) #10 screw from 18 GA Ledger to 20 GA (min) CFS stud 177 lbs Connection to Rods 1.) Rods are approximately 30" apart, therefore load and will be carried by 2 roof joists - ver; 2.) Review PE truss capacity - very light load, on very deep truss - ok by inspection. t 25-4• Page 11 of 20 fns —7 25.4• PA'. I' 12 24.,C'ORER 1Y)(913. r*E/trR T2YJWiCY3dCR o nr rr. 22-`4 O ®:a 0 r—lr--im pk- 5.144 O 2 )�w c. r" NZU m. TOILET r- 49.17 0 CONCEPT PIZZA HUT PLAN-1 2086 SF PH Lease Area TUKWILA, Wa. 5-11-15 'JE410. LI-01( AnidersouC ease A STRUCTURAL ENGINEERING CORPORATION SS21 - SURE B - 1 OOTH Sr SW; LAKEWOOD. WA 98499 PROJECT Page 12 of 20 JOB # DESIGNED DATE CHECKED DATE f . C , '41.0 ' A' u�C { G', c: 4 s Ste' •4 1 : 3 5, 5 'e) 51 v ' l- t,c4Pro S10 (16 425) x'• e5oekr.. j1/4/1. f; 54-A CI* -CD 1-07 P;; 6, 1<.c6.xi') 1 rzy - t arc ter,,A6A.Cas) w+ #k Iry GOO C IC.4,46 1-4 T (.4240 4 c14.. Use 062,6 a 4t& AC PSG t iOG-r U44(. ; UM/CM Z 4 A. 2. O/17Q) c P t7k/ ©r- 6'2.t U'nc • 5521 100th Street SW, Suite B, Lakewood, Washington 98499 (253) 212 - 2310 AndersonChase, Inc 5521 100th Street SW, Suite B Lakewood, WA 98499 Mark A Anderson, PE, SE mark@andersonchase.com 253-212-2310 Steel Beam Lrc # :9•.KW=06010057, Description : CHeck new condition of existing C4 with new support at mid span and fryer load. CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Load Combination ASCE 7-10 T Span = 8.50 ft C4x5.4 L(0. 68) Applied Loads Beam self weight NOT internally calculated and added Loads on all spans... Uniform Load on ALL spans : D = 0.0150, S = 0.0250 ksf, Load(s) for Span Number 1 Point Load : L = 0.1680 k na 6.0 ft, (Fryer) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination ' Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection oto.o . or sta.bso} • Page 13 of 20 File = p:120151159365-1.0351ROOFJO-1.EC6 ENERCALC, INC.1993.2015, Bulld:6.15.1.19, Ver.6.15.1.19 Licensee ANDERSON CHASE INC Fy : Steel Yield : E: Modulus : Span = 8,50 ft C4x5.4 50,0 ksi 29,000.0 ksi Service loads entered. Load Factors will be applied for calculations. Tributary Width = 2.0 ft 0.126: 1 C4x5.4 0.722 k-ft 5.714 k-ft +D+S+H 8.500ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.022 in Ratio = -0.009 in Ratio = 0.042 in Ratio = -0.003 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Mmax + +D+H Dsgn.L= 8.50ft Dsgn. L = 8.50 ft +D+L+H Dsgn. L = 8.50 ft 1 0.070 0.022 0.28 Dsgn. L = 8.50 ft 2 0.070 0.013 0.11 +D+S+H Dsgn. L = 8.50 ft 1 0.126 0.032 0.41 Dsgn. L = 8.50 ft 2 0.126 0.032 0.41 +0+0.750L+0.750S+H Dsgn. L = 8.50 ft 1 0.123 0.035 0.43 Dsgn. L = 8.50 ft 2 . 0.123 0.028 0.31 1 0.047 0.012 0.15 2 0.047 0.012 0.15 Overall Maximum Deflections Load Combination +D+0.750L+0.750S+0,5250E+H +D+S+H Vertical Reactions Load Combination Overall MAXimum Span Max. "-" Den 1 0.0424 2 0.0350 Support 1 Support 2 0.255 0.850 4,593 11,025 2405 32430 Design .OK - 0.035 : 1 C4x5.4 0.4587 k 13.222 k +D+0,750L+0.750S+H 8.500 ft Span # 1 Summary of Moment Values Summary of Shear Values Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega -0.27 0.27 9,54 5.71 1.00 1.00 0.16 22.08 13.22 -0.27 0.27 9.54 5.71 1.00 1.00 0.16 22.08 13.22 -0.40 0,40 9,54 5.71 1.00 1.00 0.'29 22.08 13.22 -0.40 0,40 9.54 5.71 1.00 1.00 0.17 22,08 13.22 -0.72 0.72 9.54 5.71 1.00 1.00 0.42 22.08 13.22 -0.72 0.72 9,54 5.71 1.00 1.00 0.42 22.08 13.22 -0.70 0,70 -0.70 0,70 Location in Span 3.858 4.969 9,54 5.71 1.00 1.00 0.46 22.08 13.22 9,54 5.71 1.00 1.00 0.37 22.08 13.22 Load Combination L Only Support notation : Far left is #1 Support 3 0.255 Max, "+" Defl 0.0000 -0.0048 Values in KIPS Location in Span 0.000 1.046 AndersonChase, Inc 5521 100th Street SW, Suite B Lakewood, WA 98499 Mark A Anderson, PE, SE mark@andersonchase.com 253-212-2310 Steel Beam Page 14 of 20 File = p:i20151159365-1.0355ROOFJO-1.EC6 ENERCALC, INC. 1983.2015, Build:6.15.1.19. Ver:6.15.1.19 KW.4O13010015T Litetiser3 :ANOERsON;GHASE1NC.: Description : CHeck new condition of existing C4 with new support at mid span and fryer load. Vertical Reactions Load Combination Support 1 Support 2 Support 3 Overall MlNimum 0.035 0.148 -0.015 +D+H 0.096 0,319 0.096 +D+L+H 0.130 0.467 0.081 +D+Lr+H 0.096 0,319 0.096 +D+S+H 0.255 0.850 0.255 +D+0.750Lr+0.750L+H A0.122 0.430 0.084 +D+0,750L+0.750S+H 0.241 0.828 0.204 +D+0.60W+1-1 0.096 0.319 0.096 +D+0,70E+H 0.096 0.319 0.096 +D+0.750Lr+0.750L+0.450W+H 0.122 0.430 0.084 +D+0.750L+0.750S+0.450W+H 0.241 0.828 0.204 +D+0.750L+0.750S+0.5250E+H 0.241 0.828 0.204 +0.60D+0.60W+0.60H 0.057 0.191 0.057 +0.60D+0.70E+0.60H 0.057 0.191 0.057 D Only 0.096 0.319 0.096 Lr Only L Only 0.035 0.148 -0.015 S Only 0.159 0.531 0.159 W Only E Only H Only Support notation : Far left is #1 Values in KIPS AndersonChase, Inc 5521 100th Street SW, Suite 8 Lakewood, WA 98499 Mark A Anderson, PE, SE mark@andersonchase.com 253-212-2310 Steel Beam Lic+#cKW06010057...�vi Description : Verify existing roof joist as C4x5.4 (C4x5.4 is the smallest °C" that works with 1/240 TL deflection) CODE REFERENCES Calculations per AISC 360-10, IBC 2012,.ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Load Combination ASCE 7-10 0(0.030) S10.050) 7 Span 170n C4x5,4 Applied Loads Beam self weight NOT internally calculated and added Loads on all spans... Uniform Load on ALL spans : D = 0.0150, S = 0.0250 ksf, Tributary Width = 2.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length' Span # M V Mmax + +D+H Dsgn. L = 17.00 ft +D+L+H Dsgn. L = 17.00 ft +D+Lr+H Dsgn. L = 17.00 ft +D+S+H Dsgn.L= 17.00 ft +D+0.750Lr+0.750L+H Dsgn. L = 17.00 ft +D+0.750L+0.750S+H Dsgn. L = 17.00 ft +D+0.60W+H Dsgn. L = 17.00 ft +D+0.70E+H Dsgn. L = 17.00 ft +D+0.750Lr+0.750 L+0.450 W+H Dsgn. L = 17.00 ft +D+0.750L+0.750S+0.450W+H Dsgn. L = 17.00 ft +D+0.750L+0.750S+0.5250E+H Dsgn. L = 17.00 ft +0.60D+0.60W+0.60H 1 0.190 1 0,190 1 0.190 1 0.506 1 0.190 1 0.427 1 0.190 1 0.190 1 0.190 1 0.427 1 0.427 0.019 0.019 0.019 0.051 0.019 0.043 0.019 0.019 0.019 0.043 0.043 0.506: 1 C4x5.4 2.890 k-ft 5.714 k-ft +D+S+H 8.500ft Span # 1 0.847 in 0.000 in 1.357 in 0.000 in 1.08 1.08 1.08 2.89 1.08 2.44 1.08 1.08 1.08 2.44 2.44 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum an span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 240 0 <240 150 0 <120 Page 15 of 20 File = p:120151159365-1.0351R00FJO-1.EC6 ENERCALC, INC 1983-2015, Build:6.15.1,19, Ver.6.15.1.19 fY1.Licensee :"ANDERSON:CHASE INC:- Fy : Steel Yield : 50.0 ksi E: Modulus : 29,000.0 ksi Service loads entered. Load Factors will be applied for calculations. Desi • n:OK- 0.051 : 1 C4x5.4 0.680 k 13.222 k +D+S+H • 0.000 ft' Span # 1 Summary of Moment Values Summary of Shear Values Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 1.08 9.54 5.71 1.00 1.00 0.26 22.08 13,22 1.08 9.54 5.71 1.00 1.00 0.26 22.08 13.22 1.08 9.54 5.71 1.00 1.00 0.26 22.08 13.22 2.89 9.54 5.71 1.00 1.00 0.68 22.08 13.22 1.08 9.54 5.71 1.00 1.00 0.26 22.08 13.22 2.44 9.54 5.71 1.00 1.00 0.57 22.08 13.22 1.08 9.54 5.71 1.00 1.00 0.26 22.08 13.22 1.08 9.54 5.71 1.00 1.00 0.26 22.08 13.22 1.08 9.54 5.71 1.00 1.00 0.26 22.08 13.22 2.44 9.54 5.71 1.00 1.00 0.57 22.08 13.22 2.44 9.54 5.71 1.00 1,00 0.57 22.08 13.22 AndersonChase, Inc 5521 100th Street SW, Suite B Lakewood, WA 98499 Mark A Anderson, PE, SE mark@andersonchase.com 253-212-2310 Steel Beam #:11.(VV-0601005741 ww` Description Page 16 of 20 • a.. File = p:120151159365-1.0351ROOFJO-1.EC6 ENERCALC, INC. 1983-2015, Build:6.15.1.19, Ver..6.15.1.19 Licensee "ANDERSONCHASEIINC Verify existing roof joist as C4x5.4 (C4x5.4 is the smallest "C" that works with 11240 TL deflection) Load Combination Max Stress Ratios Summary of Moment Values Summary of:Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx VnxlOmega Dsgn. L = 17.00 ft 1 0.114 0.012 0.65 0.65 9„54 5.71 1.00 1.00 0.15 22.08 13.22 40.60D+0.70E+0.60H Dsgn. L = 17.00 ft 1 0.114 0.012 0.65 0.65 9,54 5.71 1.00 1.00 0.15 22.08 13.22 Overall Maximum Deflections Load Combination Span Max. " " Dell Location in Span Load Combination +D+S+H 1 1.3573 8.585 Support notation : Far left is #1 Vertical Reactions Load Combination Support 1 Support 2 Overall MAXimum 0.680 0.680 Overall MlNimum 0.153 0.153 +D+H 0.255 0.255 +D+L+H 0.255 0.255 +D+Lr+H 0.255 0.255 +D+S+H 0.680 0.680 +D40.750Lr+0.750L+H 0.255 0.255 +D+0.750L+0.750S41 0.574 0.574 +D+0.60W+H 0.255 0.255 +D+0.70E+H 0.255 0.255 +D+0.750Lr+0.750L+0.450W+H 0.255 0.255 +040.750L+0.750S40.450W+H 0.574 0.574 +13+0.750L+0.750S+0.5250E41 0.574 0.574 40.60D+0.60W40.60H 0.153 0.153 40.60D+0.70E40.60H 0.153 0.153 D Only 0.255 0.255 Lr Only L Only S Only 0.425 0.425 W Only E Only H Only Max. "+" Defl 0.0000 Values in KIPS Location in Span ,0.000 /iii A STRUCTURAL ENGINEERING CORPORATION 5521 - SURE B - I OOrw ST SW; LAKEwoOD. WA 98499 PROJECT si �►1,71: L212K JOB # DESIGNED CHECKED DATE Page 17 of 20 DATE -4 to 0 to' e4. Ttip L4 4 sea DelUtt, w� L'Lx 2. 12.04. c+-e pa, 6A- t {ria-,6 I;. L4ieSLIlex; ( 4) !. -ca 11 3 5o s (A)To -oc4-. (ea') 350si 2 -4+3 Q ` -b1k. k:+U i In r L8-Uz s'No. p L37rat) 57:.025. tl Ewo ',ICJ ekto ZI 2. ca S plc rs Gd L rx 2,C w45 X Otto, 4 -o (2s rd -t rZS — 43 c.P p . . . rt n, 2-) Leveaei'r — 1-86X2 - ., . , 0 "Jk Q fl 552-1 100th Street SW, Suite B, Lakewood, Washington 98499 (253) 212 - 2310 Andersionehase A STRUCTURAL ENGINEERING CORPORATION 552 1 - SUITE B - 1 OOTH ST SW; LAKEWOOD, WA 08499 PROJECT JOB # DESIGNED CHECKED DATE Page 18 of 20 DATE L2.0..VcL2 o (S): * r214t - c (ids ... C4 4. LA Ot- 4 A5 ie'r 9 - rta- ye it 1 p,71-5r Cr S50.51WZ -5 . e Z.A-Xcf V4rt11w/ 17FN, t ioT-e13p (L4X4 Vr -402- t 7 ' 1> 3 ) (2 )a r Pox 3a l rc e AvtA-1 552.1 100th Street SW, Suite B, Lakewood, Washington 98499 (253) 212 - 2310 Page 19 of 20 ,tndersonChase A STRUCTURAL ENGINt:ectlNG" ConpoRArioN 55zt low, Street S4v,.Sulte Lakewood, WA 98499 253.2I2. 3 ro PROJECT NAME: PH - Tukwila PROJECT NUMBER: 15-035 6/23/2015 DESIGN BY: MAA SHEAR, PULL -OVER., & PULL-OUT CALCULATIONS. FOR SCREWS Screw Shear, Pull -Out and Pull -Over ASD Capacities perAlSl S-100: E4: November 2012 Design Criteria fnnut Nominal Screw Size 12 tl 18 GA tl = thickness of member in contact with screw head t2 12 GA t2 = thickness of member not in contact with the screw head Head or Washer dia . 0.34 Inches Head or Washer Diameter per table below Calculated ASD Loads Shear • 395 'lbs Pullout 405 lbs Pullover 345 lbs Background Data and Calculations CFS GA Design Thickness Fy Fu 12 0,1017 50 65 14 0.0713— 50 65 16 0,0566 50 - 65 18 0.0451 33 45 20 0.0346 33 45 22 0.0283 33 45 25 0.0188 --33 — 45 26 0.0172 33 45 Per 2014.SSMA Nomimal Screw Size Diameter Head Diameter Pss Pts 6 0.138 0.272 643 419 8 0.164 0.272 1,278 586 10 0 190 0.340 1,644 1.158 12 0,216 0,340 2,330 2,325 1/4 0.250 0409 3,048 3,201 Per CFSEI Tech note F701-12 Shear Strength (E4.3.1) fort2/tl <= 1.0, Eq 4.3.1-1 Pns = 4.2 ((t2)^3*d)^.5*Fu2 Eq 4,3.1-2 Pns =2,7*tl*d*Ful Eq 4.3,1-3 Pns=2,7*t2*d*Fu2 for t2/t1 >=2.5, Eq 4-3.1-4 Pns=2,7*61*d*Fu1 Eq 4.3.1-5 Pns = 2.7*t2*d*Fu2 omega = 3 (safety factor) Pull.Oul Strength (14.4.1) Pnot= pull-out force per screw Eq 4,4.1-1 Pnot = 0,85 * tc * d * Fu2 omega = 3 (safety factor) Pull -Over Strength (I?4.4.2,) Pnov= pull -over force per screw Eq 4,4,2-1 Pnov=1,5* tl * dw * Ful omega= 3 (safety factor) Shear Streng h (E4,3.1) Screw Size # 12 d 0.216 inches CiA oft 18 gauge GA of t2 12 gauge Pns 1184 # - ult Pss (SSMA) 2330 # - ult Pas 395 # - ASD Pas = (min of Pns, Pss)/Omega Shear Calculation tl 0.0451 inches t2 0,1017 inches 12/tl Eq 4.3.1-1 Eq 4.3.1-2 Eq 4.3.1-3 Eq 4,3,1-4 Eq 4.3.1-5 2.25 4115 # 1184 # 3855 # 1184 0 3855 # Pull -Out Str Screw Size # d gauge tc Pnot Pnts Pat ength (E4.4.I) 12 0.216 inches 12 gauge 1214 #-tilt 2325 # - ult 405 # - ASD Pat = (min of Pnot, Pts)/Omega Pull -Over St dw gauge tl Pnov Pts (SSMA) Pot rength (E4.4.2) 0.34 inches 18 1035 # - ult -2325 0 - tilt 345 # - ASD Pot = (min of Pnov, Pts)/Omega Yattltkw/ T1.tmitoloa' d = nominal screw diameter tl = thickness of member in contact with screw head t2 thickness of member not in contact with the screw head tc =the lesser of the depth of penetration and thickness t2 dw = larger of screw head diam or washer diam but < 0,5" - See E4.4.2 P ot= allowable pull -over force per screw P at = allowable tension force per screw P as = allowable shear force per screw P ss = allowable shear per screw (SSMA) P is = allowable tension per screw (SSMA) P nt = nomimal tension strength per screw P not = nominal pull-out strength per screw P nov = nominal pull -over strength per screw P ns = nomimal shear strength per screw Ful = tensile strength of member in contact with screw head Fu2 = tensile strength of member not in contact with screw head Page 20 of 20 A nnderscnChase A S'1RUCnUR,I ENG1KERING CURPoRA7+OH 5524 !OW. Street Sw Stiite'[i Lakewood, WA, 9tt499 253-m-231-47 PROJECT NAME: PH - Tukwila PROJECT NUMBER: 15-035 6/23/2015 DESIGN BY: MAA SHEAR, PULL -OVER, & PULL-OUT CALCULATIONS FOR SCREWS Screw Shear, Pull -Out and Pull -Over ASD Capacities per A!SI S-I00: E4: November 2012 Design Criteria Input Nominal Screw Size tl t2 Head or Washer ilia 12 16 12 0.34 Calculated ASD Loads Shear 715 lbs Pullout 405 lbs Pullover 625 lbs GA GA Inches tl = thickness of member in contact with screw head t2 = thickness of member not in contact with the screw head Head or Washer Diameter per table below Background Data and Calculations CFS GA Design Thickness Fy Fu 12 0.1017 50 65 14 0.0713 50 65 16 0,0566 50 65 18 0 0451 33 45 20 0 0346 33 45 22 0.0283 33 45 25.... 0.0188 _.33... _.45...- 26 0.0172 33 45 Per 2014 SSMA Nomimal Screw Size Diameter Head Diameter Pss Pts 6 0.138 0.272 643 419 8 0,164 0.272 1,278 586 10 0,190 0.340 1,644 1,158 12 0,216 0,340 2,330 2,325 1/4 0.250 0.409 3,048 3,201 Per CFSE1 Tech note F701-12 Shear Strennih (E4.3.1) fort2/tl <= 1.0, Eq 4.3.1-1 Phs = 4..2 ((t2)^3*d)^.5*Fu2 Eq 4,3.1-2 Pns = 2,7*tl *d*Fu l Eq 4.3,1-3 Pns=2,7*t2*d*Fu2 for t2/t1 >=2.5, Eq 4,3,1-4 Pns = 2,7*61*d*Fu1 Eq 4,3,1-5 Pns = 2.7*t2*d*Fu2 omega = 3 (safety factor) Pull -Out Strenuth (E4.4.11 Pnot= pull-out force per screw Eq 4,4,1-1 Pnot = 0,85 * tc * d * Fu2 omega = 3 (safety factor) Pull -Over StrcnEth (E4.4.2) Pnov= pull -over force per screw Eq 4,4,2-1 Pnov=1,5* tl * dw * Fu1 omega = 3 (safety factor) Shear Strength (E4.3.1) Screw Size # 12 d 0.216'inches GA oft! 16 gauge GA of t2 12 gauge Pas 2146 # - ult Pss (SSMA) 2330 # - ult Pas 715 # - ASD Pas = (min If Pns; Pss)fOmega Shear Calculation tl 0.0566 itches t2 0,1017 inches t2/tl 1.80 Eq 4.3.1-1 4115 Eq 4.3.1-2 2146 # Eq 4,3.1-3 3855 # Eq 4,3,1-4 2146 # Eq 4.3.1-5 3855 # Pull -Out Strength (E4.4.1) Screw Size # 12 ..... ._... d 0.216 inches gauge tc 12 gauge Pnot 1214 # - tilt Pnts 2325 # - ult Pat 405 # -ASD Pat = (min of Pnot, Pts)/Omega Pull -Over St dw gauge tl Pnov Pis (SSMA) Pot rength (E4.4.2) 0,34 inches 16 1876 # - ult 2325 # - ult 625 # - ASD Pot = (min of Pnov, Pts)/Omega Nntatiuw. /'1'erminoluev d = nominal screw diameter tl = thickness of member in contact with screw head t2 =thickness of member not in contact with the screw head tc = the lesser of the depth of penetration and thickness t2 dw = larger of screw head diam or washer diam but < 0.5" - See E4,4,2 P of = allowable pull -over force per screw P at = allowable tension force per screw P as = allowable shear force per screw P ss = allowable shear per screw (SSMA) P is = allowable tension per screw (SSMA) P nt = nomimal tension strength per screw P not = nominal pull-out strength per screw P nov -- nominal pull -over strength per screw P ns = nomimal shear strength per screw Ful =tensile strength of member in contact with screw head Fu2 = tensile strength of member not in contact with screw head Page 1 of 20 finder s nChase A Staindural Entering Q;o:potation: 5521 MOP Street sw Suite Bt. kakewoot W Vi3)211243118 Data's/ 12ticalationsIbraddition &a near Foyer /loodandfan. Project & Location: aiiwrt: Structural Engineer: Project Number: Code: Loads: Structural Calculations for Tenant Improvements Pizza Hut Store 14638 Pacific Hwy South Tukwila, WA 98168 Emerald City Pizza 12121 Harbour Reach Dr #200 Muldlteo, WA 98275 Contact: Chuck Henderson (206) 423-0594 chenderson@emeraldcitypizza.com AndersonChase, Inc. a structural engineering corporation 5521 100th Street SW, Suite B Lakewood, WA 98499 Contact: Mark A Anderson, PE, SE 253-212-2310 mark@andersonchase.com 15.035 2012 IBC I. Vertical Loads: II. Lateral Loads: Ss: 1.487 Sl: .557 Beam 07/0212015 DesiejoibrNAA MC= REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 4 2015 City of Tukwila BUILDING DIVISION RECEIVED N/A — 25 PSF SnowCITY OF T U K W I L A per 2102 IBC Sds: .991 Sd1: .557 JUL 0 9 2015 PERMIT CENTER Seismic Demands on Non -Structural Element per IBC 1613.3.2 and ASCE 10-7 Section 20.3-1 III. Hood and Fan Loads: See Calculations Ivlk9-0t)(69 i� AndersonChase A STRUCTURAL ENGINEERING CORPORATION 552 I - SurTE B - I OOTH ST SW. LAKEWOOD. WA 98499 PROJECT Page 2 of 20 JOB # DESIGNED DATE CHECKED DATE te-wb s r2`(I2. 40 r� Q�-4vti ✓ no. v IS tT Jca csTs N '2. vG Fuxan.. To GAD ( _) -j0 vezir r 7 —IOi t%6-02.) FC'R- Ta Tz-e7* " 1.,31-du 4/ 'C • dfZ tD To fig s-1 -r* e'21° -ro YT oa357-: 4 -93 i ST • aTL a_ "3 2 G . '' &kb(-) 5521 100th Street SW, Suite B, Lakewood, Washington 98499 (253) 212 - 2310 Page 3 of 20 '!ON — JobN� EYTIAUST PLENUM HxUFA CO-14.4r4 HNOD TAG MODEL LENGTH C(K`ARK1 TEMP TOTAL EXH CFM RSERrI HOOD CONSTRUCTION E'ND TO ENO RO`N WIDTH LE DIA CFe.1 5 3347 3'000' 8' 6' 510 021E 430 SS 1 E5v70083 50-2 450 Deg 510 Where Isposed ALONE ALONE H000 N0 FiLTS41 i 1.05—rigr MST ZAD 'Pvlu} FIRE SYSTEMIWK'd1d' PIPING HOOD WGHT 1YPE QTY HEIGHT LENGTl1'p1Y TYPE WARE GVARD FIRE .vSTEbs E�ECfiRIGI. SVAT0KE4 LOCATION TYPE SIZE MODEl4 QUANTITY I 55 $AMw wlin tfer`W4 f f0' 1 htndoscenl Light Firs rn NO YES 1:2LD5 HOCO NO OPTION 1 FIELD WRAPPER 2600' High Finn: Le, Right BACKSPLSSH 11100' High X 72 DO' Long 430 SS RIGHT Ou8RTER END PANEL 23- Top Ymdt0. Cr Bo0om Wool 23- top 430 SS LEFT QUARTER ENO PANEL 23' Top' Width. 0' Bottom Width 23' High 430 SS INSULATION FOR BACK OF H00D FAN UNIT N0. FAN UNIT MODEL X MODEL TAG CFM ESP RP! A H P 0 VOLT FLA 5L'E1GHT (L051 SON65 01.3.3HFA UU33HFA •FRYER 510 IOIAT 1538 0333 1 115 41 8380 ID 'AN OPT10 FAN UNIT NO OPTON(Cty -0es,i I I -Grosse Box 1 Hinge Kit- 526o Loose foe Curb Supplied 6y Others FAN JNIT NO FAN UNIT TAG EXHAUST SUPPLY GREASE CUP GRAVITY DAMPER WALL MOUNT 510E DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 1 EF-FRYER YES NO fP I WEIGHT ITEM - SI(E 1 41 ?O LBS Gun 1950C.VV x 105131' 1 x7.^(01f11 GC VERIFY Pitch Veined T PLAI Lu.1 J.2rJL*1llt / Page 4 of 20 I' LAVER OF INSUR0ONPACTORY INSTALLED IN PACK STANDOFF MEETS CINCH RELMREMENTS FOR CLEARANCE TO COMBUSTIBLE SURFACES 1.-Lcsa_ (F56370033) )" LONG 3347BD-2 r--lf_a i GC PROVIDE CREASE DUCT AND MEvwR PPR WOE it MELOLYREXHMJM ASIX 1E-'a5 0MIS µITN rw::nLEs AND ROLE/ &050el Rxt9T.. is*0900T urtSMLPO0c0 0f4.•ul MMADPr VTEtA 041CHRE11175 NTf FOR CLEAlM,HCE TO COFEUTTlLT AFC ACC' IA 4O l5 00 RPSWNINI TY OF THE ARCNOECOOAoNER TO ENSURE 1MAi THE HOOD CLEARANCE FROM LOOTED AND COVEUSSPLE MATERIALS Itfi CEMRWICC MAO. LOGi CGOT REOARTult/FS PAMtA'.D 111 OR' RICH GREATS WLLri L•X11<01EMOVMµ0CuP DELL INSTALLED COARSER PNOPAIRLS GC TO VERIFY ROOF DECK HEIGHT AND PITCH INCH#SCENTNOHTFUTUiE•HIGM TEMP ASSEMBLY, INCLUDES CLEAR 11i0RMAI AND SHOCK RESISTANTSLOOE (L55 FIXIUREI GC TO VERIFY CEILING TYPE AND HEIGHT DELOY070050A*OFJHOH {SEE HOOD OPTltlls TABLE) n•AFr TYP SFCTIDN V1P.IP NOJ) 'L 338405D-2 £WQP - Nt (56?7CQ8 ) FEATURES: tANTEO FANS • RESTAURANT/FOGEL • DUDS AND LAMP -.FAME SPEED CONTROL • INTERNAL GEEING. • WEAr0ERPNMG DISCONNECT I1IERMAL OVERLOAD PROIECTON /SINGLE PHASE, MICR NEAT OPERATION )M.'F (11:•C, , GFEASE 50000FICA'RON TESORO NORVLL SINTE+ATSNP 0*1 S1HAUST FAN MUST OPERATE CONTINUOUSLY SATIRE EXHPUSTINO AIR AT SCOT 1115'C) UNTIL ALL FAN PARTS NAVE REA7:N-cD FRES., E{AA}11RILM• Mla WINFOMS +NY DETERS 01511NG EFFECTS TO IRE FAN NNICN WOAD CAUSE UNSAFE OPERAT.CN A6NOR11AL FLAREAIP TEST f-OLSLRT PMIw6TOREPATE COIT4t.OV:0: CAtt1 T.ODUT10Aie 9OTEASE V±ras AT40/Tr (Iwo SCR A 11,*100 OF 1S MINUTESMITNCLIT TOE FAN GCCOAARp D11NA.ACEO TOANY EXTENT MAT COLLO CAUSE AN UNSAFE CONDITION DPRONS GREASE ROA !SLAGS KIT -SNIPS LOOSE FOR CURS SUPRA° BY OTHERS GC TO VERIFY ROOF PITCH 191? 1917' ITIF2 " -�,/ PITCHED CURDS ARE AVA ILA0LE roil PITCHED ROOFS SPECIFY PITCH EXAMPLEI112 PITCH A 30' SLOPE VENTED CURD 20 GAUGE STEEL CONSTRUCTION LANGE ROOF OPENING DIMENSIONS 6 3/1 FOR QUESTIONS. CALL THE DALLAS OFFICE 1901 ROYAL LANE. SUITE 101 DALLAS TX 7522E PHONE (214)220-3939 di% AM itnaiNffitA - tifirifilit, ar af IR ar am ...... ....." MIMI MIN AIIMMIMI DALLAS OFFICE wxw•caprvea' 1901 Roy& Lane Suite 101. DALLAS TX 75229 PHONE. {214) 220.3959 FAX; 5214) 220-0099 EMAIL' reg45eceptiven t cam •` 1;at 0 izza Hut Wingstreet 3' BD DATE< 5/2Z/2013 DWG.6. 1640345 DRAWN DJL-45 6Y: SCALE: 3/4" = 1 • 0,' MASTER DRAWING SHEET NO. 1 USGS Design Maps Summary Report User -Specified Input Report Title PE - Tukwila Frye.r Hood Mon lune 15,, 2015 S 45:;1.7' UTC Btiding Code Reference Doument 2012 internatfonal.Buiiding, Code (wiiuch utilizes USGS hazard data availabfe rni 20.081 Site Coordinates 47.47129°N, 122.28532°W Site Soil Classification Site Cass D - "Stiff Soil" Risk Category 11 T ltt USGS-Provided Output Ss = 1.487 g S1 = 0.557 g SMS = SMl 1.487 g 0.835 g Sos = 0.991 g So, = 0.557 g Page 5 of 20 For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.65 1.50 1.35 1.20 1.05 0.90 fAA 0.75 0.60 0.45 0.30 0.15 0.00 0.00 MCER Response Spectrum 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 Period. T (sec) Design Response Spectrum 1.10 1.00 0.90 0.80 0.70 a 0.60 H 0.50 0.40 0.30 0.20 0.10 0.00 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 Period, T (sec) 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the Anderssn(#aawe k► i_ eammarBains Caaraiporgozmau IRY I-Takatilka Fen* VZ Daar E� Seismic Deeaeds on NonStraicle ai Components (ASCE Siecio1311) ISC 2212 ff AS I E 7-10 JobaP 15-935 Checheet Page 6 of 20 Dal= 5/1515 Da Site Ctiass: D (Its 161332„ ASCE Table 21Il3-1) Sift Locaftior= Latitude- 4747129 Langthudm-122.285 Site Coeftiidertbt (1USGS Open -Fie hart 01-437) Ss= 1,487 Fa= 1.00 Si = 0 557 Fes= 1.50 Sas= Fa' Ss = 1487 (JEC Eq_16-37) S = FF"S5 = 0.835 (IBC Eq_16-38) Spectral Rinsporese Parameters: Ste= 213 ` Sies = 0.9913 (IBC Eq.16-39) Sol = 2/3 * S = 0_5567 (IBC Eq.16.40) General Eqn= Fp=.4 ` (aa` Sis ' Wp / (R1/I9 )) " (1+ 2 ` z / h) (ASCE Eqn 13.3-1) where: W, = 124 bs: (Total Component Operating Weight) Sas = 0.99 spectral acceleration from above ap = 2.50 Component Application factor (ASCE Table 13.5-1 or 13.6-1) Ro = 6.00 Component Response Modification factor (ASCE Table 13.5-1 or 13.6-1) IP = 1.00 Component Importance factor (ASCE Section 13.1.3) z = 15.00 Ft: (Height of component in structure to point of attachment) h = 13.00 Ft: (average roof height of structure with respect to the base) therefore, F, = 68 Ibs However. Fp is not required to be taken greater than: Fp shall not be taken Tess than: Summary: 221 Ibs: Fp = 1.6 * St ` Ip * W, (ASCE Eqn 13.3-2) 37 Ibs: Fp = 0.3 * S5 * IR * Wp (ASCE Eqn 13.3-3) Fp (ult) = 68 Ibs: (Ultimate Strength Design) Fp (asd) = Fp (ult) / 1.4 48 Ibs: (Allowable Stress Design) Aekttix Q(4f I4) AndersonChase,Inc 5521 100th Street SW, Suite B, Lakewood, Washington 98499 (253) 212-2310 AndersonChase A STRIDCRIVAL Eel GINIPORKne Spline& street sate B lettrustext gam PH-Tuleala Jab* 15-0135 Nett Page 7 of 20 DAM 6151115 Hood+1/2 Ducdodk Saisnic Denearrds on Non ni Components (ASCE Secfon 133.1) IBC 2312I ASCE 710 Site Class: Site Class: D (IBC 1613.3.2, ASCE Table 203-1) Ste L,oraticem L.atilud 47.47129 t.ong4rde: -17228532 Sfte Coefficients: (USGS Open -Fie Report 01-437) SS= 1.487 F,= 1A0 Sr= 0.557 Fv= 1.50 Sus= Fa `Ss = 1.487 (IBC Eq_16-37) Sur = Fv' S1= 0_835 (IBC Eq_16-38) Spectral Response Parameters: Sps = 2/3 *Sips = 0.9913 (IBC Eq.16-39) Sot = 2/3' Sur = 0.5567 (IBC Eq.16-40) General Eqn: Fp=.4 * (ap' Spp " Wp / (Rp/Ip )) ' (1+ 2 *z / h) (ASCE Eqn 13.3-1) where: W. = 202 Ibs: (Total Component Operating Weight) Se, = 0.99 spectral acceleration from above ap = 2.50 Component Application factor (ASCE Table 13.5-1 or 13.6-1) Rp = 6.00 Component Response Modification factor (ASCE Table 13.5-1 or 13.6-1) 1p = 1.00 Component Importance factor (ASCE Section 13.1.3) z = 7.00 Ft: (Height of component in structure to point of attachment) h = 13.00 Ft: (average roof height of structure with respect to the base) therefore, Fp = 69 Ibs However. FP is not required to be taken greater than: Fp shall not be taken Tess than: Summary: 360 Ibs: Fp = 1.6 " SdsIp' Wp (ASCE Eqn 13.3-2) 60 Ibs: Fp = 0.3 * Sds * Ip' Ws (ASCE Eqn 13.3-3) Fp (ult) = 69 Ibs: (Ultimate Strength Design) Fp (asd) = Fp (ull) / 1.4 50 Ibs: (Allowable Stress Design) AndersonChase, Inc. 5521 100th Street SW, Suite 8, Lakewood, Washington 98499 (253) 212-2310 Page 8 of 20 AnderstnChase A STRUCTURAL EMois c RING CORPORATION: yz., WOW Street: SW`, Suite a Cakewoodi. WA, 98499 2531-2t2-3l0 PIR J CTNAMEt PH -Tukwila PROJECT NUMBER t5-1135 6/16/2015 DESIGN BY INAA, SHEAR. PULL-OYER, do PULL-our.CALCULATIONS FOR SCREWS ScrewSfiear. PuI.Oilrf'wrd'Faft-CtverASD Ciapacidin perAlSl S-100 EL November 20IZ n Criteria Input Nominal Screw Size 10 tl 18 GA tl=thickness ofinembet.- is contact with screw head t2 20' GA 12 = thickness of member not is contact with the screw head Bead or Washer diav 034 Inches. Head or Washer Diameter pet table below Calculated AS» Loads Shear 177 lbs Pullout 84 lbs Pullover 345 lbs / / Background Data and Calculations CFS GA Design Thickness Fy Fu 12 0-1017 50 65 14 00713 50 65 16 0 0566 S0 65 18 0 0451 33 45 20 0 0346 33 45 22 0.0283 33 45 25 00188 33 45 26 0.0172 33 45 Per 2014 SSMA Nomimal Screw Size Diameter Head Diameter Pss Pts 6 0.138 0.272 643 419 8 0164 0.272 1,278 586 10 0.190 0 340 1,644 1,158 12 0 216 0 340 2,330 2,325 1/4 0250 0.409 3,048 3,201 Pa CFSEI Tech note F701-12 Shear Strength (E4.3.11 for t2lt1 <= 1.0, Eq 4.3 1-1 Pns = 42 ((t2)^3*d)^.5*Fu2 Eq 4,3.1-2 Pns =2 7*tl*d*Fu1 Eq 4.3 1-3 Pns = 2.7*t2*d*Fu2 for t2/tl >=2 5, Eq 43 1-4 Pns = 2.7*61*d*Ful Eq 4 3 1-5 Pns = 2.7*t2*d*Fu2 omega = 3 (safety factor) Pull -Out Strength (E4.4.11 Pnot= pull-out force per screw Eq 4.4.1-1 Pnot = 0.85 * tc * d * Fu2 omega = 3 (safety factor) Pull -Over Strength (E4.4.21 Pnov= pull -over force per screw Eq 4.4.2-1 Pnov=1.5* tl * dw * Ful omega = 3 (safety factor) Shear Strengt Screw Size # d GA oftl GA of t2 Pns Pss (SSMA) Pas (E43.1) 10 0.19 inches 18 gauge 20 gauge 530 # - ult 1644 # -ult 177 #-ASD Pas = (min of Pns, Pss)/Omega Shear Calculation ti 12 t2/t1 Eq 4.3.1-1 Eq 43.1-2 Eq 4.3.1-3 Ey 4.3.1-4 Eq 4.3,1-5 0.0451 inches 0.0346 inches 0 77 530 # 1041 # 799 # 1041 # 799 # Poll -Out Strength (E4A.I ) Screw Size # 10 d 0.19 inches gauge tc 20 gauge Pnot 251 # - uh Pnts 1 158 # - ult Pat 84 # -ASD Pat = (min of Pnot, Pts)/On Pull -Over St dw gauge tl Pnov Pts (SSMA) Pot rength (E4.4.2) 0.34 inches 18 1035 # - ult 1158 # - ult 345 # - ASD Pot = (min of Pnov, PtsyOmega Notations / Terminology d = nominal screw diameter tl = thickness of member in contact with screw head t2 =thickness of member not in contact with the screw head tc = the lesser of the deptti of penetration and thickness t2 dw = larger of screw head diam or washer diam but < 0.5" - See E4.4 2 P of = allowable pull -over force per screw P at = allowable tension force per screw P as = allowable shear force per screw P ss = allowable shear per screw (SSMA) P is = allowable tension per screw (SSMA) P nt = nomimal tension strength per screw P not = nominal pull-out strength per screw P nov = nominal pull -over strength per screw P ns = nomimal shear strength per screw Ful = tensile strength of member in contact with screw head Fu2 = tensile strength of member not in contact with screw head Page 9 of 20 AntersonChase A Sc 552* Iel " Street SM.5uite 8 takervood Virt94t99 253.212.23iM PROJECT NAM): PHd-TeScwila, PROJECT NUMBER 15 035 6tti'Z015 DESIGN BY: N AA. SHEAR* PULL -OVER, & PULL-OUT CALCULATIONS FOR SCREWS Screw Mean: PuiPthitaird'PlaOtterASII CapaciliesperA/SI rob fft Nerem6er2012 Design Criteria. Input Nominal Screw Size t1 Head or Washer dia., 10' 18 18 034 GA GA. Inches tt = thickness of member in contact with screw head'. t2 = thickness of member not in contact with thescrew head Head or Washer Diameter per table below Calculated ASD Loads Shear 263 lbs. Pullout 109 lbs Pullover 345 lbs I / I Background Data and Calculations. CFS GA Design Thickness Fy Fa 12 0.1017 50 65 14 00713 50 65 16 0.0566 50 65 18 0.0451 33 45 20 0.0346 33 45 22 0.0283 33 45 25 0.0188 33 45 26 0.0172 33 _ 45 Per 2014 SSMA Nomimal Screw Size Diameter Head Diameter Pss Pts 6 0.138 0.272 643 419 8 0.164 0.272 1,278 586 10 0.190 0.340 1,644 1.158 12 0.216 0.340 2,330 2,325 1/4 0.250 0.409 3,048 3,201 Per CFSEI Tech note F701-12 Shear Streneth (N 4.3.11 for t2/t1 <= 1.0, Eq 4.3.1-1 Pns = 4.2 ((t2)A3*d)"S*Fu2 Eq 4.3.1-2 Pns = 2 7*ti *d*Fu l Eq 4.3.1-3 Pns = 2 7*t2*d*Fu2 for t2/tl >=2.5, Eq 4 3.1-4 Pns = 2 7*61 *d*Ful Eq 4.3.1-5 Pns = 2.7*t2*d*Fu2 omega = 3 (safety factor) Pull -Out Strength (F:4.4.11 Pnot= pull-out force per screw Eq 4.4.1-1 Pnot = 0 85 * tc * d * Fu2 omega = 3 (safety factor) Pull -Over Strength (E4.4.21 Pnov= pull -over force per screw Eq 4.4.2-1 Pnov=1 5* t1 * dw * Ful omega = 3 (safety factor) Shear Strength (E4.3.1) Screw Size # 10 d' 0.19 inches GA of tl IS gauge GA of t2 1'8 gauge Pns 789#-ult Pss (SSMA) 1644 # - ult Pas 263 # - ASD Pas = (min of Pns. Pss)/Omega Shear Calculation tl t2 t2/tl Eq 4.3.1-1 Eq 4.3.1-2 Eq 4.3.1-3 Eq 4 3.1-4 FA 4.3.1-5 0.0451 inches 0.0451 inches 1.00 789 # 1041 # 1041 # 1041 # 1041 # Pull -Out Strength (E4.4.I) ;Screw Size # 10 d 0.19 inches. gauge lc 18 gauge Pnot 328 # - ult Pnts 1158 if- ult Pat 109 # - ASD Pat = (min of Pnot, NO/Omega Pull -Over S dw gauge tl Pnov Pts (SSMA) Pot trength (E4.4.2) 0.34 inches 18 1035 # - ult 1158 # -ult 345 #-ASD Pot = (min of Pnov, Pss)/Omega Notations ! TcrminolouY d = nominal screw diameter tl = thickness of member in contact with screw head t2 thickness of member not in contact with the screw head tc = the lesser of the depth of penetration and thickness t2 dw = larger of screw head diam or washer diam but < 0 5" - See E4.4 2 P of = allowable pull -over force per screw P at = allowable tension force per screw P as = allowable shear force per screw P ss = allowable shear per screw (SSMA) P is = allowable tension per screw (SSMA) P nt = nomimal tension strength per screw P not = nominal pull-out strength per screw P nov = nominal pull -over strength per screw P ns = nomimal shear strength per screw Ful = tensile strength of member in contact with screw head Fu2 = tensile strength of member not in contact with screw head Page 10 of 20 Jabt 154135 AnderscnChase A StmuCru14AL ENGINEERING CORPORATION 5.5ar ten. Rivet SW,. Suite 8 Designed- DMA ff.ateroucuct, 91499 ry}arr2- DID 6116 'l5 Checked: d 141AA D N/1.6'115 Project. PH - T ukaula Pizza Hut TI Fryer Hood Model: 2830 BL units Hanging Wt 172 Ibs Ductwork . 10 PLF 40 lbs Exhaust Fan 64 lbs Curb 30 lbs Misc 20 lbs Total 326 lbs Hood and. Fan hang at different locations: 202- Hood and 162 duct wodk - 162 wise 124 Face IV curb + 162 mist + 162 duct work Distribution of Hood Load 1/2towall 101 lbs 1 /2 to front rods 101 lbs 1/2 to each rod: 51 lbs Connection to wall Assume hood is 18 Ga (.043) 403 SS. 1.) Hood to Ledger #10 screw (.190" dia) from 18 GA hood to 18 GA ledger 263 Ibs 2B.) Ledger to 18 GA CFS studs (minimum) #10 screw from 18 GA Ledger to 20 GA (min) CFS stud 177 lbs Connection to Rods 1.) Rods are approximately 30" apart, therefore load and will be carried by 2 roof joists - ver 2.) Review PE truss capacity - very light load, on very deep truss - ok by inspection. 259' not Ng 1.MIRMIN• ail !HAI 15.4.000i. R Page 11 of 20 24,1' 0 CONCEPT PIZZA HUT PLAN-1 2086 SF PH Lease Area TUKWILA, Wa. 5-11-15 tig 004 AndersonChase A STRUCTURAL ENOINEERING CORPORATION 55 E I - SURe B - 1 OOrM ST SW. LAKEWOOD, WA 98499 PROJECT Page 12 of 20 JOB # DESIGNED DATE CHECKED DATE f1 e._) C 41-0 • - AaSukte G 4 X S •c4. S,< - 15 3 • ,e. = 3.66 ' )XZ '�) 5 � = l7 1. e 2104, z Qla +25 xv% 2 iv 0+4 t'1 y ' c7.)c 776/ 4-e etiar1- 4 uy>t-S 4'14 rrA t> sreeC? (-4-10 e�te.�c,ab --41101.0 t T- 6( 14 2 �lc. A1 .1usrEd t) S I o --, -5S e c4-x4i USl3 ! )C- ud4-tJ A5 f'&) i2-1OCfi u f4(1, uA iet-t 14,4 4 f2. jJ/fiU co- 1-7/7UV 12,' (=me * r 11 z , xsc,b = ?23-41t ,r Z _ 16$3 0 x s•, L i% -p teg .1.. to° 13 2 24, ` 5521 100th Street SW, Suite B, Lakewood, Washington 98499 (253) 212 - 2310 AndersonGabel!h¢: 5521 To0) SteeliSVC,Sonda LakewoodLINA.934% Mark. A, Acadia siea;, PE SE Can 25Steel 2 2�k-25 0� Lic. # : KW-06010057 Page 13 of 20 191le= s2¢1E76 n �0-r.S ENERCALC, uge.1983-2Q13: Buiuts.te.1119.'vssl .tt' Licensee : ANDERSON CHASE INC. CHecifnewcvnditiOn,exiSling;C'4!wittrnewisuppartatmidispamand!ftgerlbadi COOENES Cabutatiens per MSC 36-10 tSC 2012" ASCE 7-10 Load Cold Set : ASCE 7-10 Material Properties Analysis Ward : Allowable. Sir gth Design Beam Bracing : Beam is Fully Braced. against lateral -torsional buckling: Besestig Ares: Mayor Axis, Bending Load CoattaatforT ASCE 7-10 V L(0188) spar=a.sorx Cdtrs4 Applied Loads Beam self weight NOT internally calculated and added Loads on aft spans.__ Uniform Load on ALL spans : D = 0.0150, S = 0.0250 ksf, Load(s) for Span Number 1 Point Load : L = 0.1680 k 5 6.0 ft, (Fryer) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable OM 030) sco aso) Fy Stet Yield: E: ILibdulbs: • v spar=HseR r4 50.0 Its: 29,000.0 Service loads entered. Load Factors will be applied for calculations. Tributary Width = 2.0 ft 0.126: 1 C4x5.4 0.722 k ft 5.714 k-ft Load Combination +D+S+H Location of maximum on span 8.500ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.022 in Max Upward Transient Deflection -0.009 in Max Downward Total Deflection 0.042 in Max Upward Total Deflection -0.003 in Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Mmax + +O+H Dsgn. L = 8.50 ft 1 0.15 Dsgn. L = 8.50 ft 2 0.15 +O+L+H Dsgn. L = 8.50 ft 1 0.070 0.022 0.28 Dsgn. L = 8.50 ft 2 0.070 0.013 0.11 +D+S+H Dsgn. L = 8.50 ft 1 0.126 0.032 0.41 Dsgn. L = 8.50 ft 2 0.126 0.032 0.41 +0+0.750L+0.750S+H Dsgn. L = 8.50 ft 1 0.123 0.035 0.43 Dsgn. L = 8.50 ft 2 . 0.123 0.028 0.31 Overall Maximum Deflections Load Combination Span Max. "= Defl Location in Span Load Combination +D+0.750L+0.750S+0.5250E+H 1 0.0424 3.858 +D+S+H 2 0.0350 4.969 L Only Vertical Reactions Support notation : Far left is #1 Load Combination Support 1 Support 2 Support 3 Overall MAXimum . 0.255 0.850 0.255 Maximum Shear Stress Ratio = Section used for this span Va : Applied VnlOmega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 4,593 11,025 2405 32430 0.047 0.012 0.047. 0.012 Summary of Moment Values Mmax - Ma - Max Mnx MnxlOmega Cb Rm -0.27 0.27 9.54 5.71 1.00 1.00 -0.27 0.27 9.54 5.71 1.00 1.00 -0.40 0.40 9.54 -0.40 0.40 9.54 -0.72 0.72 9.54 -0.72 0.72 9.54 -0.70 0.70 9.54 -0.70 0.70 9.54 5.71 1.00 1.00 5.71 1.00 1.00 5.71 1.00 1.00 5.71 1.00 1.00 5.71 1.00 1.00 5.71 1.00 1.00 Design OK 0.035 : 1 C4x5.4 0.4587 k 13.222 k +D+0.750L+0.750S+H 8.500 ft Span # 1 Summary of Shear Values Va Max Vnx Vnx/Omega 0.16 22.08 13.22 0.16 22.08 13.22 0.29 22.08 13.22 0.17 22.08 13.22 0.42 22.08 13.22 0.42 22.08 13.22 0.46 22.08 13.22 0.37 22.08 13.22 Max. "+" Defl 0.0000 -0.0048 Values in KIPS Location in Span 0.000 1.046 hi*,10c 5501 TOM Sited aWi„ Suitt; , WA Sc1. .1 0.6:81 4,11, MA4jd, PE„ SE markganderanchasecon 253-212-2310 Steel Beam [Jernigan Gliedtnewconditiandexieting C4 wilt new suppottatmid span and fiyer bad.. fertia ReactEons Swart nattion :: Far ligt kin Load Combination Sipped 1 Sapp:11112 &Ippon Ogeralll P411,8troun UN 0 149 •PD+Fil 0095 0319 4D-FEL+141 0130 OAT -*Ditritli US 0319 44246+1H1 0255 +13407501.P41750L-PfrE 1122 ta 4040.750L-00.750S+R 0241 0828 02041 ID-F080/V414 0.096 0319 0096 40÷0710E411 1096 0.319 GM 4D40.75211.t+0.750L-60.400/41; 0.122 0438 MN 40+07501+0.750S-P0.451M-FC 0.241 0.825 0224 +0.1750L+0.750S40.5250E+Fi 0.241 0.828 0.20t +0.6064060tP(40.60fi 0.057 0.191 0.057 40.138104070E+0.60/41 0.057 0.191 0.057 D only 096 0.319 0.096 Lr Only L Only 0.035 0.148 -0015 S Ordy 0.159 0.531 , 0.159 W Only E Onfy I Only AWNS 0.005 E1038 025 Page 14 of 20 hie = 00154065,18.16R00F.16-1.Eti: ENERCAL0.1810.19812�75, V13E81511.13 Luas KIPS btr ll 10Shied Sl1 „ShiiteSS Page 15 of 20 Load Combination Mali A, At n s ty PE,, SE mar{ i§iandarsaichasecan -2T2-23t Steel Beam Lit. # : KW-06010057 rti' Verify' Wing; nxitipistas C4x5:4! (C4k5i4 is the molest'C atworks with: l240 TL. deflection)'; CODE REFERENCES Ca perA1SC 3 r M0. IBC 21312, :E 7-10 Load t Set : A. '.1= 740 Material Properties ArraksSd: Allowable Strength Design Bean Bung: Beam is Fully Braced against lateral -torsional buckling BerrdiiigAxfs: Major Axis Bending Load Combirratias ASCE 7-10 OM 030) StWo50t Ftle=p3126151593654,035iROJED-ITCS MIMIC, INC, 19a3aor5.81iif .TE.pvkrsr$Y..t? Li^ensee : ANDERSON CHASE INC. Fir :: Sleet Yield : E bus: 50.0 list 29,000-0 ksii • v Span= 770 ft. c4x54 Applied Loads Bean self weight NOT intematty calculated and added Loads on al spans... Uniform Load on ALL spans : D = 0.0150, S = 0.0250 ksf, Tributary Width = 2.0 ft DESIGN SUMMARY Maximum Bending, Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable 0.506 :1 C4x5.4 2.890 k-ft 5.714 k-ft Load Combination +D+S+H Location of maximum on span 8.500ft Span # where maximum oc urs Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.847 in Ratio = 0.000 in Ratio = 1.357 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Max Stress Ratios Segment Length Span # M +D+H Dsgn. L = 17.00 ft +D+L+H Dsgn. L = 17.00 ft +D+Lr+H Dsgn. L = 17.00 ft +D+S+H Dsgn. L = 17.00 ft +D+0.750Lr+0.750L+H Dsgn. L = 17.00 ft +D+0.750L+0.750S+H Dsgn. L = 17.00 ft +D+0.60W+H Dsgn. L = 17.00 ft +D+0.70E+H Dsgn. L = 17.00 ft +D+0.750Lr+0.750L+0.450W+H Dsgn. L = 17.00 ft +D+0.750L+0.750S+0.450W+H Dsgn. L = 17.00 ft +D+0.750L+0.750S+0.5250E+H Dsgn. L = 17.00 ft +0.60D+0.60W+0.60H V Mmax + Mmax - 1 0.190 0.019 1.08 1 0.190 0.019 1.08 1 0.190 0.019 1.08 1 0.506 0.051 2.89 1 0.190 0.019 1.08 1 0.427 0.043 2.44 1 0.190 0.019 . 1:08 1 0.190 0.019 1.08 1 0.190 0.019 1.08 1 0.427 0.043 2.44 1 0.427 0.043 2.44 240 0 <240 150 0 <120 Summary of Moment Values Ma -Max Mnx Mnx/Omega Cb Rm 1.08 9.54 5.71 1.00 1.00 1.08 9.54 5.71 1.00 1.00 1.08 9.54 5.71 1.00 1.00 2.89 9.54 5.71 1.00 1.00 1.08 9.54 5.71 1.00 1.00 2.44 9.54 5.71 1.00 1.00 1.08 9.54 5.71 1.00 1.00 1.08 9.54 5.71 1.00 1.00 1.08 9.54 5.71 1.00 1.00 2.44 9.54 5.71 1.00 1.00 2.44 9.54 5,71 1,00 1.00 v Service loads entered. Load Factors will be applied for calculations. Desi. n 0 0.051 : 1 C4x5.4 0.680 k 13.222 k +D+S+H 0.000 ft Span # 1 Summary of Shear Values Va Max Vnx VnxlOmega 0.26 0.26 0.26 0.68 0.26 0.57 0.26 0.26 0.26 0.57 0.57 22.08 22.08 22.08 22.08 22.08 22.08 22.08 22.08 22.08 22.08 22.08 13.22 13.22 13.22 13.22 13.22 13.22 13.22 13.22 13.22 13.22 13.22 Ritazlr•scn:ta:, 1t1 55211 two sliest SW($uit O Page 16 of 20 Valk Al ha rltcv,srols , PE,, SE araligaedersanctlaieccm i 112-f"0 Steel Beam Lic. # : KW-06010057 Desuigitirm : Vedfy"existiivi roof }aistas C4x5A (G4x54 istilesmallest"C' that works with 11240 TLdeflectiQnj; LoadCanxbinafiOn Vat Mess Rallis S'egoer,itLengttl Spain# V V Etsgn.L= 17.03ft 1 0.114 Attgat7o ai .r€6IIHI Mgr, L= Viet 1 0LU4 0012 065 Overall Maximum Deflections Load Contdoalion SPEtro iSrtH 1 1.3573 S585 Vertical Reactions Load Carm6iiaetirsn &ppod 1 Support-2 OverafNMAXmors 0680 cI ED 4Arerait=mum 0.153 3.153 +0+ff Q255 0255 +0*L+Ft 0255 0.255 4044..r4H 0.255 0.255 +0+rs+ 4 0.680 0.680 +0+0.7501r+0.750L+H 0.255 0255 +0+0.750L+0.7505+H 0.574 0-574 +0+0.60W4H 0.255 0.255 +0+0.70E+1% 0.255 0255 +0+0.750tr+0.7501+0.450W4t 0255 0255 +D+0,750L+0.750S+0.450W4 0.574 0.574 +0+0.750L+0.7505+0.5250E+H 0.574 0.574 +0.60040.60W+0.6014 0.153 0.153 40.60040.70E+0.60H 0.153 0.153 0 Only 0255 0.255 Lr Only L Only S Only 0.425 0.425 ENEROLC,InC.1 21115iBilitE1511191, 151111 Licensee : ANDERSON CHASE INC. Summary oSt GWilires Sta narq,•aFSbearVallres 5frna i Ninon- Va -Vac Mr Mx/Omega Cb Rat Value Virx Vtnrlamega QW12 065 0.55 915; 57-1 1.00 11.00 5115 2205 1322 W Only E Only H Only 0.65 5.54 5.71 120 02 5.15 2205 1222 &lax '-';;Del Location in Span Wadi Combination Support natalican: Far let ISitt Marc. "'* Location hr Span ft rota Vass lir KIPS `imati AndersonChase A STRUCTURAL ENGINEERING CORPORATION 5521 - SUITE B - I OOTH 5T SW; LAKEWOOD. WA 98499 PROJECT JOB # DESIGNED CHECKED Page 17 of 20 DATE DATE i1J1*--4 a ---•wE t0 C Co t ec 350Si/02-43. t,20e2x tt LG a 2t-tYcx. (c4J ecostc.2.-.45 cs ( r 14 . $4,stta2-'-i'3 fta5b0 ' C.'4 4 � 5o s tbl- 45 Lys* '%o c�c"?3 ( migT + S77)(i) ( u,1 444 s roc. L242.Y 1O 3a. CL-ttpd. &A- Gut) C4. (2.)35o 4 2 -4(-3 Ga cc. &Lie& ) - it) 'tht3 & - LEV)662.1b s1t+U. G'eActir ')-- pos. vlou 571 Fkyvvv. &) ©e: v' It t`fr' # tO 5e- >s @, Ntem, . - LEl 'a La-De:04Z- &S126- -45 x Mtn, 4 -©" (2 . 4 i- 1,2S - 45 Gr-1� i.) SUketo �t �� 2) �V4 L e ,e ,c�{"C r' - c - 11,511 tftr-Ab A2XT 5521 100th Street SW, Suite B, Lakewood, Washington 98499 (253) 212 - 2310 AndersonChase A STRUCTURAL ENGINEERING CORPORATION 5521 • SuirE 8 - I OOTh ST SW; LAKEWOOD, WA 98499 PROJECT JOB # DESIGNED CHECKED DATE Page 18 of 20 DATE C-21) 44`12. uwy ,-'T 4PsCtoce. -tt3 ala.stfroff- Ue1.1' 4 r `v` I{j Atat.6Mb G2x'2 s 1i3to/ (e')411?-7b 3,44 Cxs 4 ( M tc? 2" -yrxis (ug -rye) A ), # 8 sc2ews. c cvz- PgiztwkiD c4 0 C4T X-t f L2xti�i2�v`-3'' 'tot/ Ls) it. t2-1 A5J9 v.42- Rene verkir . I —Loa—. 3sa s W2 i L-- iit F' LA -A] 1/2.'' P). 1 Aci7Hilia'0 ui/ (71,t, C-Op (L414) e2 tf r) f ezb (2)0 ikeeg 'SolIc: P c Akiti LX riu 1Lalo 4 414 5521 100th Street SW, Suite B, Lakewood, Washington 98499 (253) 212 - 2310 Page 19 of 20 AJHIcrstnthaw L. STRUCTURAL EnounEERtNG GQRPORATIO S52r maA Sheet SWSuite 8 Lakewood WA9S499! 253 2t2 23ro, PRIMECFNA.WEz PH'-Takwfa, PRO JECC UMBER 15435 6&23fZ9IS DESIGN BY. M'AA SHEAR, PULL —MR, & PULL-OUT CALCULATIONS FOR SCREWS Screw Skean Puli uttuta Fuli-OcerASDJCapacities perAfSI S-10Q E4: November 2012 Design Criteria Input Nominal Screw Size tl t2 Head or Washer dia 12 1'S 12 0.34 GA GA Inches. t1= thickness of member in contact with screw head t2 = thickness of member not in contact with the screw head. Head or Washer Diameter per table below Calculated ASD Loads Shear 395 lbs Pullout 405 Ills Pullover 345 lbs / IBackground Data and Calculations CFS GA Design Thickness Fy Fu 12 0.1017 50 65 14 0.0713 50 65 16 0.0566 50 65 18 0.0451 33 45 20 0.0346 33 45 22 0,0283 33 45 25 0.0I88 33 45 26 0.0172 33 45 Per 2014 SSMA Nomimal Screw Size Diameter Head Diameter Pss Pts 6 0.138 0.272 643 419 8 0.164 0.272 1,278 586 10 0.190 0.340 1,644 1_ 158 12 0 216 0 340 2,330 2,325 1/4 0.250 0.409 3.048 3,201 Per CFSEI Tech note F701-12 Shear Streneth (E4.3.1) fort2/t1 <= 1.0, Eq 4.3.1-1 Pns = 4.2 (02)^3*d)^.5*Fu2 Eq 4.3.1-2 Pns = 2.7*tl *d*Fu l Ey 4.3.1-3 Pns =2.7*t2*d*Fu2 for t2/tl >2.5, Eq 4.3.1-4 Pns =2.7*61*d*FuI Eq 4.3.1-5 Pns = 2.7*t2*d*Fu2 omega = 3 (safety factor) Pull -Out Streneth (E4.4.1) Pnot= pull-out force per screw Eg44.l-1 Pnot=0.85*tc*d*Fu2 omega = 3 (safety factor) Pull -Over Streneth (E4.4.2) Pnov= pull -over force per screw Eq 4.4 2-1 Pnov=1,5* tl * dw * Ful omega = 3 (safety factor) Shear Strength (F.4.3.1) Screw Size # 12 d 0.216 inches GAoft1 18 gauge GA of t2 12 gauge Pns 1 184 !# - ult Pss (SSMA) 2330 # - ult Pas 395 # -ASD Pas= (min of Pns, Pss)/(hnega Shear Calculation tl t2 t2/tl Eq 4.3.1-1 Eq 4.3.1-2 Eq 4.3.1-3 Eq 4.3.1-4 Eq 4.3.1-5 0.0451 inches 0 1017 inches 2.25 4115 # 1184 # 3855 # 1184 # 3855 # Pell -Oat Strength (E4.4.1) Screw Size# 12 d 0.216 inches gauge tc 12 gauge Pnot 1214 # - ult Pnts 2325 # - ult Pat 405 # -ASD Pat = (min of Pnot, Pts)/Omega Pull -Over Strength (E4.4.2) dw 0.34 inches gauge tl 18 Pnov 1035 # - ult Pts (SSMA) 2325 # - ult Pot 345 # - ASD Pot = (min of Pnov, Pts)/Omega Notations / Tcrminnloev d = nominal screw diameter tl =thickness of member in contact with screw head t2 =thickness of member not in contact with the screw head tc = the lesser of the depth of penetration and thickness t2 dw = larger of screw head diam or washer diam but < 0.5" - See E4.4.2 P of = allowable pull -over force per screw P at = allowable tension force per screw P as = allowable shear force per screw P ss = allowable shear per screw (SSMA) P is = allowable tension per screw (SSMA) P nt = nomimal tension strength per screw P not = nominal pull-out strength per screw P nov = nominal pull -over strength per screw P ns = nomimal shear strength per screw Ful = tensile strength of member in contact with screw head Fu2 = tensile strength of member not in contact with screw head Page 20 of 20 Andersc nChase A ST rUt*,st- ENGINEERING CORP°RkTnON: 552T tooth Street SW,Suite 0 1 akearood;. WA 9.499 255.2124510 PROJECT NAME: PH'. - Tukwila PROJECT NUMBER 15435 6/23/2015 DESIGN. BY: MAA. SHEAR* PULL -OVER. ,aE PULL-OUT CALCULA.ZIONS FOR SCREWS Screw Skeir Pu t mut Fog-averASErCaperities perA137 1'd19 E4r Nevearber'2012 n Criteria Innut Nominal; Screw Size 12. 1 tt 16 GA tl =thickness of member in contact with screw head. 12 12 GA t2 = thickness of member not in contact with the screw head Head or Washer dia 0.34 inches Bead or Washer Diameter per table below Calculated AS» Loads Shear Pullout Pullover 715 405 625 lbs lbs 1 Background Data and Calculations CFS GA Design Thickness Fy Fn 12 0.1017 50 65 14 0(-it3 50 65 16 0.0566 50 65 18 0.0451 33 45 20 0.0346 33 45 22 0.0283 33 45 25 0.0188 33 45 26 0.0172 33 45 Per 2014 SSMA Nomimal Screw Size Diameter Head Diameter Pss Pts 6 0.138 0.272 643 419 8 0.164 0.272 1,278 586 10 0.190 0.340 1,644 1.158 12 0.216 0.340 2,330 2,325 1/4 0.250 0..409 3,048 3.201 Per CFSEI Tech note F70I-12 Eq 4.3.1-1 Eq 4 3.1-2 Eq 43.1-3 for t2/t1 >=2 5, Eq 4 3 1-4 Pns = 2 7*61 *d*Fu 1 Eq 4.3.1-5 Pns =2 7*12*d*Fu2 omega = 3 (safety factor) Shear Strength (E4.3.11 fort2/tl <= 1,0, Pns = 4 2 ((t2y3*d)^.5*Fu2 Pns = 2.7*t1 *d*Fu 1 Pns = 2 7*t2*d*Fu2 Pull -Out Strength (E4.4.11 Pnot= pull-out force per screw Eg4.41-1 Pnot = 0.85 * tc * d * Fu2 omega — 3 (safety factor) Pull -Over Strength (E4.4.2) Pnov= pull -over force per screw Eq 4.4.2-1 Pnov=1.5* tl * dw * Ful omega = 3 (safety factor) Shear Strength (E4.3.1) Screw Size d GA oft! GA of t2 Pns Pss (SSMA) Pas 12 0.216 inches 16 gauge 12 gauge 2146 #'-ult 2330 # - ult 715 # - ASD Pas = (min of Pns, Pss)/Omcga Shear Calculation tl t2 t2/t I Eq 4.3.1-1 Eq 4.3.1-2 Eq 4.3.1-3 Eq 4.3.1-4 Eq 4.3.1-5 0.0566 inches 0.1017 inches 1.80 4115 # 2146 # 3855 # 2146 # 3855 Pull -Out Strength (E4A.1) Screw Size # 12 d 0.216 inches gauge tc 12 gauge Pnot 1214 #-ult Pnts 2325 # - ult Pat 405 # - ASD Pat = (min of Pnot, Pts)/Omega Pull -Over S dw gauge tl Pnov Pis (SSMA) Pot trength (E4.4.2) 0.34 inches 16 1876 #-ult 2325 # - ult 625 # - ASD Pot = (min of Pnov, Pts)/Omega Notations / Terminology d = nominal screw diameter tt = thickness of member in contact with screw head t2 thickness of member not in contact with the screw head tc = the lesser of the depth of penetration and thickness 12 dw = larger of screw head diam or washer diam but < 0.5" - See E4.4 2 P of = allowable pull -over force per screw P at = allowable tension force per screw P as = allowable shear force per screw P ss = allowable shear per screw (SSMA) P is = allowable tension per screw (SSMA) P nt = nomimal tension strength per screw P not = nominal pull-out strength per screw P nov — nominal pull -over strength per screw P ns = nomimal shear strength per screw Ful = tensile strength of member in contact with screw head Fu2 = tensile strength of member not in contact with screw head 3R11- Fire Barrier Duct Wrap p 15A Commercial Kitchen Grease Duct Fire Protection System Product Data 1. Product Description 3MTm Fire Barrier Duct Wrap 15A is a fire resistant wrap consisting of a patented inorganic blanket encapsulated with a scrim -reinforced foil. It is used to fire rate commercial kitchen grease ducts and is a proven alternative to 1 or 2 hour fire resistant rated shaft enclosures. This non -asbestos wrap contains a safer fbber construction* and installs easily because of its high flexibility and strength. 3M Fire Barrier Duct Wrap 15A is the thinnest standard, single layer fire resistant wrap that has passed the UL1978 test which simulates a grease duct fire. With its excellent insulating capabilities, it is an ideal choice for tight spaces because it protects combustible constructions at zero clearance to the overlap or collar. 3M Fire Barrier 1000 N/S, 1003 S/L and 2000+ Silicone Sealants used in combination 3M Fire Barrier Duct Wrap 15A provide an effective firestop when the duct penetrates fire rated walls and floors. Features • Thinnest, standard one layer wrap for grease ducts rated as a shaft alternative per UL 1978 • Zero clearance to the overlap or collar for congested spaces • High flexibility for installation ease • Foil encapsulated with unique center overlap seam for blanket protection, less dust, and high wrap strength • Widest range of penetration seal systems • Safer fiber construction* *Has been demonstrated to be soluble in the lungs according to EU guidelines 67/548/EWG, Note Q for bio persistence. 2. Applications 3M Fire Barrier Duct Wrap 15A is an ideal fire resistive enclosure for commercial kitchen grease ducts. It is a proven performance alternative to a 1 or 2 hour fire resistant rated shaft enclosures and provides zero clearance to combustible construction at overlap or collar. 3M Fire Barrier 1000 N/S, 1003 S/L or 2000+ Silicone Sealant is used in combination with 3M Fire Barrier Duct Wrap 15A to firestop the duct when the duct penetrates fire rated floors and walls. 3. Availability Product Unit Size Units/ ctn. Wt./ ctn. 3M Fire Barrier Duct Wrap 15A Roll 1.5 in.x 24 in. x 20 ft. (38mm x 60,9cm x 609 cm) 1 53 lbs. 24 kp 3M Fire Barrier Duct Wrap 15A Roll 1.5 in. x 48 in. x 20 ft. (38mm x 121 cm x 609 cm) 1 106 lbs. 48 kg Wit iQ/t. sal v.. ES 226t �n - Report 2132 NFPA 96 Compliance 1998 Edition Complies with Intemattonal Mechanical Code 4. Typical Physical Properties Blanket Color: gray/green Weight: 1.38 lbs./sq. ft. (6. 5. Performance 3M Fire Barrier Duct Wrap 15A has accordance with the following: ASTM C.411 ASTM E 119 ASTM C 518 ASTM E 136 ASTM E 84 ASTM E 814 UL 1978 (Sections 12 & 13) Complies with Standard Mechanical Code 73 kM,WED F CODE COMPLIANCE teen tesVpROVED AUG 14 2015 Surface Burning Characteristics (AS Foil Encapsulated Blanket: Flame Spread: 0 Smoke Developed: 0 Blanket: Flame Spread: 0 Smoke Developed: 0 Thermal Conductivity Temperature °F (°C) 500 (260) 1000 (537) 1500 (815) City of Tukwila -BEADING DIVISION RECEVED CITY OF TUKWILA JUL 092015 btu•in./(hr.•ft2•F')RMIT CENTER 0.417 0.922 1.69 1800 (982) 2.27 For technical data and properties of 3M Fire Barrier 1000 N/S, 1003 S/L and 2000+ Silicone Sealants see separate product data sheets available from your 3M representative. Grease Duct Listings Fire Resistive Rating Enclosure System Mel Point Lab. Desitn Nos. Duct System Through - Penetration System _ 1 or 2 hours 1 layer of 3M Fire Barrier GD 532 F FS 557 W Duct Wrap 15A , 3 in. GD 538 F FS 558 F (76 mm) perimeter and longitudinal overlaps FS 559 W FS 560 F FS 561 F FS 562 W FS 563 W FS 578 F FS579W Code Compliance 3M Fire Barrier Duct Wrap 15A complies with requirements of the following codes: BOCA ES Compliance Report 2161 NFPA 96, 1998 Edition Standard Mechanical Code W\t5-DO66 International Mechanical Code Standard Building Code SBCCI ES Compliance Report 2132 This is only a partial list of code compliance. For the latest code and approval information go to www.3m.com/firestop or speak to your authorized 3M distributor or sales representative at (800) 328-1687. 6. installation Techniques 3M Fire Barrier Duct Wrap 15A system should be installed in accordance with the following installation instructions. Material and Equipment • 3M Fire Barrier Duct Wrap 15A blanket, 1-1/2 in. (38 mm) thick, 24 in. (60 cm) or 48 in. (121 cm) wide, 20 ft. (609 cm) standard length. The 48 in. (121 cm) wide blanket helps to minimize waste. • Aluminum foil tape. • Minimum 3/4 in. (19 mm) wide filament tape. • Carbon steel or stainless steel banding material, minimum 1/2 in. (12,7 mm) wide, minimum 0.015 in. (0,38 mm) thick, with steel banding clips. • Hand banding tensioner, crimping tool, and banding cutter. • Minimum 12 gauge copper -coated steel insulation pins; galvanized steel or stainless speed clips, minimum 1-1/2 in. (38 mm) square or 1-1/2 in. (38 mm) dia. round, or equivalent -sized insulated cup -head pins; capacitor discharge stud gun. • Access door hardware: four galvanized steel thread rods, 1/4 in. (6 mm) diameter by 4-1/2 in. to 5 in. long (114 mm to 127 mm) with 1/4 in. (6 mm) wing nuts and 1/4 in. (6 mm) washers: 4 in. (102 mm) long steel hollow tubing to fit threaded rods. • Minimum 4.0 lb. (1,8 kg) density mineral wool or scrap pieces of 3M Fire Barrier Duct Wrap 15A. • 3M Fire Barrier 1000 N/S, 1003 S/L or 2000+ Silicone Sealant. Storage: The 3M Fire Barrier Duct Wrap 15A and 3M Fire Barrier 1000 N/S, 1003 S/L and 2000+ Silicone Sealants must be stored in a dry warehouse environment. Pallets should not be stacked. Preparatory Work: 3M Fire Barrier Duct Wrap 15A is installed with common tools, such as knives, banders and capacitor discharge guns for applying insulation pins. In order to install the duct firestop system, the surfaces of all the openings and penetrating items need to be clean, dry, frost free and free of dust. Method: To minimize waste, 3M Fire Barrier Duct Wrap 15A material should be rolled out tautly before measuring. General instructions for installing the 3M Fire Barrier Duct Wrap 15A include a one -layer wrap construction applied directly to the duct. The 3M Fire Barrier Duct Wrap 15A blanket is wrapped around the perimeter of the duct and is cut to a length to overlap itself not less than 3 in. (76 mm). The overlap made by adjacent blankets forms the "longitudinal" overlap. Aluminum foil tape is used to seal all cut edges of the blanket and any tears in the foil scrim. There are three (3) approved installation techniques for installing the 3M Fire Barrier Duct Wrap 15A (See Figure 1): 1.Telescoping 3 in. (76 mm) Overlap Wrap With the telescoping overlap wrap method, each blanket overlaps one adjacent blanket, and each blanket has one edge exposed and one edge covered by the next blanket as shown in Figure 1. The visible edges of the perimeter overlaps all point in the same direction. 2. Checkerboard 3 in. (76 mm) Overlap Wrap With the 3 in. (76 mm) checkerboard overlap wrap method, blankets with both edges exposed alternate with blankets with covered edges, as shown in Figure 1. The visible edges of the perimeter overlaps alternate their directions and appear on every other blanket. 3. Butt Joint With Collar With the butt joint and collar method, adjacent blankets are butted tightly together and 6 in. (152 mm) wide collar of 3M Fire Barrier Duct Wrap is centered over the joint, overlapping each blanket by • 3 in. (76 mm) minimum as shown in Figure 1. In all three overlap techniques the perimeter overlap can occur at any location on the duct. The blanket is mechanically attached to the duct by steel banding or by welded insulation pins and clips for all three installation methods listed above. For Banding Only (See Figure 1) Filament tape can be used to temporarily hold the blanket in place until the banding is applied. The steel banding is applied around the duct 1-1/2 in. (38 mm) from each edge of the blanket, and maximum 10-1/2 in. (26,7 cm) centers. The banding is placed around the material and tightened so as to sufficiently hold the 3M Fire Barrier Duct Wrap 15A in place against the duct, compressing the foil but not cutting the foil. Additional Pinning to Prevent Sagging of the Wrap: For Ducts 24 in. (60 cm) and larger in width, additional pins are needed to support the blanket on the bottom horizontal surface and on the outside face of a vertical duct run. Space pins a maximum of 10-1/2 in. (26,7 cm) apart in the direction of the blanket width, and a maximum of 12 in. (30 cm) apart in the direction of the blanket length. Refer to paragraph below for more information on Mechanical Fastening with Pins. For Mechanical Fastening with Pins Only Insulation pins are welded to the duct in the centers of the overlaps a minimum of 1-1/2 in. (38 mm) from each edge of the blanket, and spaced a maximum of 10-1/2 in. (26,7 cm) on center along perimeter overlap, and a maximum of 10-1/2.in. (26,7 mm) on center along longitudinal overlaps. The blanket is impaled over the pins and held in place by galvanized speed clips. Insulation pins that extend beyond the blanket wrap shall be turned down to eliminate sharp points. Insulated cup -head pins can be used at the same spacing requirements of the insulation pins. NOTE: Support hangar systems do not need to be wrapped provided the hangar rods are at least a minimum of 3/8 in. (9,53 mm) diameter and spaced a maximum of 60 in. (152 cm) on center along the length of the duct. Use a minimum 2 in. x 2 in. x 1/4 in. (50 mm x 50 mm x 6,35 mm) steel angle steel support channel or SMACNA equivalent support system. Access Door Installation (See Figure 2) Four galvanized steel threaded rods, 1/4 in. diameter (6,35 mm) by 4-1/2 in. to 5 in. long (114 mm to 127 mm) are welded to the duct at the corners of the door opening. Four steel tubes, each 3 in. (76 mm) long, are placed over the rods to act as protection for the 3M Fire Barrier Duct Wrap 15A when fastening the door. Four insulation pins are welded to the door panel for installation of the blanket. One layer of 3M Fire Barrier Duct Wrap 15A is cut approximately the same size as the access panel and impaled over the insulation pins on the panel. It is essential that this layer fit tightly against the wrap surrounding the access door opening with no through openings. A second layer of 3M Fire Barrier Duct Wrap 15A is cut so as to overlap the first layer by a minimum of 1 in. (25,4 mm). The second layer is impaled over the pins and both layers are locked in place with galvanized speed clips. Pins that extend beyond the outer layer of 3M Fire Barrier Duct Wrap 15A shall be turned down to avoid sharp points on the door. The insulated door panel is placed over the threaded rods and held in place with washers and wing nuts. The details are shown in Figure 2. Penetrations (See Figure 3) When the duct penetrates a fire rated wall, ceiling or floor, an approved firestop system must be employed. Figure 3 illustrates a typical condition. To firestop the wrapped duct, follow the installation parameters detailed in the following Omega Point Laboratories, Inc. systems: FS 557 W, FS 558 F, FS 559 W, FS 560 F, FS 561 F, FS 562 W, FS 563 W, FS 578 F, FS 579 W. Other Applications More details on the installation of the product can be found in the 3M Product Data and Installation Instruction Manual (98-0400-5054-8). 7. Maintenance No maintenance is required when installed in accordance with the 3M Installation Instructions. Once installed, if any section of the 3M Fire Barrier Duct Wrap 15A is damaged so that the blanket is damaged, the following procedures will apply: Figure 1 3M Fire Barrier Duct Wrap 15A Commercial Kitchen Grease Duct Systems 1 or 2 Hour Shaft Alternative Zero Clearance to Combustibles Telescoping Wrap Technique With Banding For Ducts 24 inches (60,9 cm) or Less 1. One Layer 3M Fire Barrier Duct Wrap 15A 2. Steel Banding 1/2 in. (13 mm) Wide Min. Typical 3. 3 in. (76 mm) Min. Longitudinal Overlap 4. 3 in. (76 mm) Min. Perimeter Overlap System integrity is limited by quality of installation. Telescoping Overlap Wrap Option Cross Sectional View 3" (76 mm) t-1/2" (38 mm 3" (76 mm) 1-1/2" (38 mm) Checkerboard Overlap Wrap Option Cross Sectional View 3" (76 mm) 1-1/2" (38 mm 3" (76 mm) 1-1/2" (38 mm) Butt Joint With Collar Option Cross Sectional View 6" (152 mm) 3" (76 mm) 1-1/2" (38 m A� 1-1/2" (38 mm) O • The damaged section should be removed by cutting the steel banding or removing the clips holding it in place. • A new section of the same dimension should be cut from a roll of 3M Fire Barrier Duct Wrap 15A, either 24 in. (60,9 cm) or 48 in. (121 cm) wide. • The new section should be placed and fitted ensuring the same overlap that existed previously. • The steel banding should be placed around the material and tensioned so as to sufficiently hold the 3M Fire Barrier Duct Wrap 15A in place. Figure 2 3M Fire Barrier Duct Wrap 15A Commercial Kitchen Grease Duct Systems 1 or 2 Hour Access Door System 1. Access Hole 2. 1/4 in. (6 mm) Dia. All Threaded Rods 3. Access Cover —16 Gauge 4. Insulation Pins — Welded 5. First Layer 3M Fire Barrier Duct Wrap 15A Cut Same Size As Cover 6. Second Layer 3M Fire Barrier Duct Wrap 15A with 1 in. (25mm) Overlap On All Sides 7. Speed Clips 8. Aluminum Tape Covering All Exposed Edges 9. Spool Pieces For Threaded Rods 10. 1/4 in. (6mm) Diameter Wing Nuts System integrity is limited by quality of installation. • If the blanket has not been damaged but the foil has ripped, seal the rips with aluminum foil tape. 8. Purchase Information 3M Fire Barrier products are available through a network of nationwide distributors. For information on where to buy, go to www.3m.com/firestop. 9. Safe Handling Information Consult Material Safety Data Sheet prior to handling and disposing of 3M Fire Barrier Duct Wrap 15A. Figure 3 3M Fire Barrier Duct Wrap 15A Commercial Kitchen Grease Duct Systems 1 or 2 Hour Through Penetration Systems 4-1/2 inch (11,4 cm) Concrete Floor or Wall / 3" (76 mm) 3C 1. Floor/Ceiling or Wall Assembly 2. Duct 3A. One Layer 3M Fire Barrier Duct Wrap 15A 3B Banding or Pinning 3C. Packing Material 3D. 3M Fire Barrier 1000 N/S, 1003 S/L or 2000+ Silicone Sealant For Wall Assembly Apply Sealant To Both Sides of Wall System integrity is limited by quality of installation. Warran y and Limited Remedy. This product will be free from defects in material and manufacture for a period of ninety (90) days from date of purchase. 3M MAKES NO OTHER WARRANTIES INCLUDING, BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OR MERCHANTIBILITY OR FITNESS FOR A PARTICULAR PURPOSE. User is responsible for determining whether the 3M product is fit for a particular purpose and suitable for user's method of application. If this 3M product is proved to be defective within the warranty period stated above, your exclusive remedy and 3M's sole obligation shall be, at 3M's option, to replace or repair the 3M product or refund the purchase price of the product. Limitation of Liability, Except where prohibited by law, 3M will not be liable for any loss or damages arising from the use of this 3M prod- uct, whether direct, indirect, special, incidental or consequential, regardless of the legal theory asserted, including warranty, contract, negligence or strict liability. Consumer Safety and Light Management Department 3M Center 223-2S-24 St. Paul, MN 55144-1000 (800) 328-1687 Printed in U.S.A. Bolger 4081382 ce 3M 2001 98-0400-5066-2 (Nov. 2001) CKVS COMMERCIAL, KITCHEN VENTILATION SEMINAR FOUR PROFESSIONAL DEVELOPMENT HOURS 2009 certificate of attendance CaptiveAire extends this certificate. for recognition of attendance at the Commercial Kitchen Ventilation Seminar to STEVE BOUNDS 04.30.09 Date 04.30.09 Robert Luddy, President, CaptiveAire Systems Date Date Training Completed ,� fl A Training must be renewed every !free years. See reverse side terimportant Information. 3M Authorized Representative K i LNi El, has successfully completed training and Is hereby Certified 3M "Trained in product application and proper installation procedures for the following fire stopping systems: Consttucllon Joints X Penetration Seal Duct and Plenum Wrap Telecom Wood Frame Construction Date Training Completed { is i 143 Tbdtrg moat be renewed every Uwe r years. Se* reveree aide for Important Inro,manon. 3M Authodrad Representative has successfully completed training and Is hereby Certified 3M **Trained In product application and proper installation procedures for the following foe stopping systems: Construction Joints X Penetration Seal Duct and Plenum Wrap Telecom Wood Frame Construction Instructtx`s Signature Indtfuctdrs Signature Authorized Representative G z G c i-7,(INJA 6 A. has successfully completed training and is hereby Certified 3M TM"Tralned In product application and proper Installation procedures for the following flre'stopping systems: Construction Joints / X Penetration Seal Due end Plenum Wrapl� Telecom Wood Frame Construction Date Training Completed J r."' 1 1 .i3 Tnrnang must Gut nand may three pars. See ravem aide nrImportant rnformatlen. 3M Authodzad Representative Instrttciars Signature A V J t -,. t.,p )4.J 2,,,0 has successfully completed training and Is hereby Certified 3M "Tralhed In product application and proper Instalation procedures for the following fire stopping systems: Construction Joints / • X Penetration Seal Duct end Plenum Wrap .�/ Telecom Wood Frame Construction Date Training Completed r Q "'i", Rh.5 mewed Training mar beewed every Wee yam. St* nvarsa aide for/mportant lnformadon. Instructo s mnature City of Tukwila Department of Community Development July 22, 2015 NISHA PO BOX 265 BURLINGTON, WA 98233 RE: Correction Letter # 1 MECHANICAL Permit Application Number M15-0085 PIZZA HUT - 14638 PACIFIC HWY S Dear NISHA, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. • (BUILDING REVIEW NOTES) 1. Prior to approval of this mechanical permit application, a Building permit shall be required for the construction work related to this mechanical installation. Building permit shall include a floor plan where all work is to be performed with full details of all work to include wall construction and roof penetrations with framing. Roof penetration details shall include details for roof curb and sealing of the roof around the curb. Also a separate plumbing/gas permit shall be required. All construction plans and documents to include mechanical plans shall be wet stamped and signed by an engineer and/or architect producing those documents. 2. Type I hoods and ducts shall be special inspected by approved inspection agencies that satisfy the requirements as to qualifications and reliability. Final inspection reports from such approved agencies of the Type I hood and duct shall be accepted by the code official after the special inspections of hood and duct have been completed. (2012 IMC 107.2.4 & IMC 506.3.2.5) 3. Type I Hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliance, by means of heat sensors or by means of other approved methods. For mechanical makeup air systems, the exhaust and makeup air systems shall be electrically interlocked to insure that makeup air is provided whenever the exhaust system is in operation. Makeup air intake opening locations shall comply with Section 401.4. Provide notes on the plan concerning the operation of the Type 1 hood operating procedures per code. NOTE: CapitivAir documents may provide much of this information. However the documents provided are on reduced size sheets. All plan sheets submitted shall be on full size sheets to scale and not reduced sheets. (2012 IMC 507.2.1.1 & 508.1) 4. The equipment on the roof is shown to be less than 10 feet from the roofs edge. Guards shall be provided where appliances, equipment, fans or other components that require service and roof hatch openings are located within 10 feet of a roof edge... walking surface... located more than 30 inches above the floor, roof or grade below. The guard shall extend min. 30 inches beyond each end of the equipment indicated to include roof hatch openings and ... guard height shall be not less than 42 inches above surface adjacent to the guard. The guard shall be constructed so as to prevent the passage of a 21-inch-diameter sphere and shall comply with the loading requirements for guards specified in the International Building Code. Provide specifications and details for the guard. If parapets exist, the height shall be a minimum of 42 inches high. Or relocate the equipment to meet the required limit from roofs edge. (IMC [B] 304.11) L 9nn C'_..a 1__---`-'- n__.1__.___J n___._ 1[1n/1 - 'r 7_._• I _ i(I. 7 • Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. M15-0085 i.?nn 41 nn T,. L....:7.. IA7--L.:.,...s.... n07Os? D7........ 7nL 427 2,7n _ O.__- '),1 A? 1 ]PLC PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M15-0085 DATE: 08/10/15 PROJECT NAME: PIZZA HUT SITE ADDRESS: 14638 TUKWILA INTERNATIONAL BLVD Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: PWv ejt� Building Division C Public Works Fire Prevention Structural El Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/11/15 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 09/08/15 Approved Corrections Required Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 Building Division HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M15-0085 PROJECT NAME: PIZZA HUT DATE: 07/10/15 SITE ADDRESS: 14638 PACIFIC HWY S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Covhf -7 i\-WC -7- �11�I P,► Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/14/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Er Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 08/11/15 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg' Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 • 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: hitp://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8 IIS Plan Check/Permit Number: M 15 -0085 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Pizza Hut Project Address: 14638 Tukwila International Blvd Contact Person: �-�c Phone Number: 34::0 • 7 55• SL{ 4LJ Summary of Revision: Coe...ef O LCTV6 C Ef etivoPiumivita AUG I 0 2015 PERMIT CENTER Sheet Number(s): 5\ET5 "Cloud" or highlight all areas of revision including date o)f revision Received at the City of Tukwila Permit Center by:/Er Entered in TRAKiT on (VI/01/S \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: ALPINE FIRE & SAFETY SYS IN(' Page 1 of 2 Home lnicio en Espanol Contact Search L&I A-Z Index Help My Secure L&l Safety Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of JLabor & industries ALPINE FIRE & SAFETY SYS INC Owner or tradesperson Principals BOUNDS, STEPHEN LEROY, PRESIDENT BOUNDS, TAMI, SECRETARY BOUNDS, STEPHEN, AGENT BOUNDS, WILLIAM, VICE PRESIDENT (End: 04/30/1998) BOUNDS, JUNE, TREASURER (End: 04/30/1998) Doing business as ALPINE FIRE & SAFETY SYS INC WA UBI No. 601 218 336 PO BOX 265 735 E FAIRHAVEN AVE BURLINGTON, WA98233 360-755-5444 SKAGIT County Business type Corporation Governing persons STEPHEN LEROY BOUNDS WILLIAM E BOUNDS; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. ALPINFS077RP Effective — expiration 12/17/1993-11/19/2016 Bond ................. NATIONWIDE MUTUAL INS CO Bond account no. BD7900600142 $12,000.00 Received by L&I Effective date 11/08/2001 10/18/2001 Expiration date Until Canceled Insurance .............................. Kinsale Insurance Company $1,000,000.00 Policy no. 01000157931 Received by L&I Effective date 11/25/2014 12/01/2014 Expiration date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601218336&LIC=ALPINFS077RP&SAW= 10/13/2015