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HomeMy WebLinkAboutPermit M12-075 - BEVERAGES & MOREBEVERAGES & MORE 17197 SOUThCENTER PY M12 -075 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 2623049069 Address: 17197 SOUTHCENTER PY TUKW Project Name: BEVERAGES & MORE Permit Number: M12 -075 Issue Date: 08/02/2012 Permit Expires On: 01/29/2013 Owner: Name: CENTER PL SHOPPING CTR LLC Address: C/0 THOMSON REUTERS PTS , 2235 FARADAY AVE SUITE 0 92008 Contact Person: Name: JERRY VEILUVA Address: 1250 45 ST, SUITE 340 , EMERYVILLE CA 94608 Email: JERRY @HAYASHIDA - ARCHITECTS.COM Contractor: Name: EVERGREEN REFRIGERATION LLC Address: 727 S KENYON ST , SEATTLE WA 98108 Contractor License No: EVERGRL954R2 Phone: 510 - 428 -2491 Phone: 206 763 -1744 Expiration Date: 01/06/2014 DESCRIPTION OF WORK: ADD (1) ROOF -TOP UNIT AND PROVIDE NEW DUCTWORK FOR DISTRIBUTION TO NEW ROOMS PER DRAWINGS MO.1 THRU M6.1 Value of Mechanical: $20,500.00 Fees Collected: $440.81 Type of Fire Protection: UNKNOWN International Mechanical Code Edition: 2009 Electrical Service Provided by: Permit Center Authorized Signature: Off Date: V I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this permit Signature: Date ( ^ Print Name: - /v l 1—ce.--0 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M12-075 Printed: 08 -02 -2012 • • PERMIT CONDITIONS Permit No. M12-075 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Readily accessible access to roof mounted equipment is required. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: 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. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2328) 15: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 16: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328) 17: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328) 18: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2328) 19: 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 #2328) (IFC 104.2) 20: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this doc: IMC -4110 M12 -075 Printed: 08 -02 -2012 project. • 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections• tests. (City Ordinances #2327 and #2328) 22: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IMC -4/10 M12-075 Printed: 08 -02 -2012 CITY OF TUKWI"° Community Developmen, ,Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:Pwww.TukwilaWAAzov 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 ** King Co Assessor's Tax No.: Site Address: 111 91 1 s 0 L) I l' C- J1 - PAr2-14U1Suite Number: Floor: Tenant Name: eieve2pr4'5 114 1 New Tenant: Yes ❑.. No Valuation of project (contractor's bid price): Describe the scope of work in detail: Company N e: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: L n_, r i9 - OL T iib -17 mom` Use: Residential: New ❑ Replacement Commercial: New Replacement Fuel Type: Electric D Gas ❑ Other: H 'ApplicationsTorms- Applications On Line1201 I Applications'Mechanical Permit Application Revised 0 -9 -I 1.docs Revised August 2011 bh Page 1 of 2 Name: Pi�A7i � $E Name: p.1 12,3 T ' ' r Y 6,r6- ,� 1 40 y, r Address: ` ( 0 i- L t.f �G pioO Phone: City: recto me r t' Stt/att ax cis b 9 Valuation of project (contractor's bid price): Describe the scope of work in detail: Company N e: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: L n_, r i9 - OL T iib -17 mom` Use: Residential: New ❑ Replacement Commercial: New Replacement Fuel Type: Electric D Gas ❑ Other: H 'ApplicationsTorms- Applications On Line1201 I Applications'Mechanical Permit Application Revised 0 -9 -I 1.docs Revised August 2011 bh Page 1 of 2 Name: kiwvit,1„6446.5itiok Address: �-��' J'� 4,1,.. 5 r 6 ! . 1cr, , D City: ` ( 0 i- L t.f �G pioO Phone: ax Email: , 1 '" m C104.1111 4111 _Ail# t76Gt Valuation of project (contractor's bid price): Describe the scope of work in detail: Company N e: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: L n_, r i9 - OL T iib -17 mom` Use: Residential: New ❑ Replacement Commercial: New Replacement Fuel Type: Electric D Gas ❑ Other: H 'ApplicationsTorms- Applications On Line1201 I Applications'Mechanical Permit Application Revised 0 -9 -I 1.docs Revised August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: ' . Unit type - - , . , .. .. Qty Furnace <100k btu 1 Furnace >100k btu 6 Floor furnace Suspended/wall/floor mounted heater ill Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type . Qty.' Air handling unit >10,000 cfm 6 Evaporator cooler Ventilation fan connected to single duct ill Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial -', Unit Type' ' ,-Qty Fire damper Diffuser 6 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 ;;P,-,ERMIT-;A:PRLICATIONr OT.ES` izge:616.1.tax,"1,14Zie 4,Arct 14. 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 0 OR Signature: Print Name: 3 ffill i/e( (-V61 Mailing Address: r2„50, 4s7741 57, t3 ZED NT: \ Day Telephone: Date: $ —, . 579, 116 01.1/1 oz.4, e/A a)0e2 City H: \ApplicationsWorms-Applications On Line\2011 ApplicationsWechanical Pennit Application Revised 8-9-11.docx Revised: August 2011 bh State Zip Page 2 of 2 • • City of Tukwila Department of Coinmunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: / /www.Tukwila WA.gov RECEIPT Parcel No.: 2623049069 Permit Number: M12 -075 Address: 17197 SOUTHCENTER PY TUKW Status: • APPROVED Suite No: Applied Date: 05/11/2012 Applicant: BEVERAGES & MORE Issue Date: Receipt No.: R12 -02272 Payment Amount: $352.65 Initials: WER Payment Date: 08/02/2012 02:12 PM User ID: 1655 Balance: $0.00 Payee: TERRA NOVA INDUSTRIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 151551 352.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 352.65 Total: $352.65 doc: Receiot -06 Printed: 08 -02 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.ov RECEIPT ParcelNo.: 2623049069 Permit Number: M12 -075 Address: 17197 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 05/11/2012 Applicant: BEVERAGES & MORE Issue Date: Receipt No.: R12 -01563 Initials: User ID: Payee: WER 1655 Payment Amount: $88.16 Payment Date: 05/11/2012 12:34 PM Balance: $352.65 GERALD VEILUVA (PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 33922Z ACCOUNT ITEM LIST: Description 88.16 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 88.16 Total: $88.16 doc: Receiot -06 Printed: 05 -11 -2012 INSPECTION RECORD Retain a copy with permit INSPECTI G N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION-: 6300 Southcenter Blvd., #100, Tukwila: WA 98188 -(206) 431 - 3670. Permit Inspection Request Line (206) 431 -2451 Project: & eJ l i Akar 0 Type of Inspecti n: AA P r _ -�-,:ill. Address: Date Called: Special Instructions: r I Date Wanted: / '2_-‘7 —( >> . L ( ._ _ _a.in:: ,P Requester: Phone No: Approved per applicable codes. El Corrections required priorto approval. COMMENTS: .D r AJ In p kit ector: Date: � n REINSPECTION FEE REQUIRED. Prior to next inspection, fee - must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule.reinspection:. G4l...r INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd_, #100, Tukwila. WA 98188 r �- (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 01 ?2 -075 Project: PiPv ft Ot 0 R6 Type of Inspection: I:;:lNA Address: ..., `7 I '1 - O(` rf.ti i) Li Date Called: Special Instructions: Date Wanted:. CI -- a(o — t 2 (.1.,i_. : p.m. Requester: Phone No•' // ElApproved per applicable codes. Corrections required 'prior toapproval. COMMENTS: f ') ,ice r�e Inspec �6t�r: Date 'n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must tie paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.. INSPECTION RECORD:,. Retain a copy with permit INSPECTION NO. PERMIT :NO. :h CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #10.0, Tukwila: WA 98188 -' (206)`431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection:: - Address: 17 ICI 7 x-0 ,s •Pw�/ Date Called: mC t�DtiG- t =/V Special Instructions: 2O / 10 'J ibo4 w� Date Wanted:. q - 1.2.:-,,,_ 1.m: p.m. Requester: Phone No: e12S - 269;::_ 0 Approved per applicable codes. COMMENTS: Corrections required prior to approval. K )kJi DO R O T ( M ANA- Rio n( Ro�t=p 2 {� b 2L / _A .E4, on /\74-r - S D3 jij/\ V1/41- `��` u A' 1" K •MA-6tJk IATe r ntu% ©V-- 5ht.J\ " n cesn ej .; K MA--L1 -i (! k- f}kS 5 .J K. AAA ' p 1r - i .1) U/\ L S --r1 iD (7 Insp ctor: A UJ) Dat U n 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 � INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 0 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 6300 Inspection Request Line (206) 431 2451 Pro' ct: iile �iLItkS . s rP Type of Inspec ion: �) LIM r Address: t Date Called:" 'r Special Instructions: t f Date Wanted: 13 a: 1z, p.m. Requester: Phone No: DApproved per applicable codes. Corrections required prior to approval. COMMENTS: t ` J . 0 J ICI D _ . Jli rC _-.LO Sfi a_ e M 4t-; ..) A •c-._AsJ CInspector: AI II A 8 Date :_ r 7 —f� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit MO. -0-15— PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: G e v e rc1Se s r' 440 r� ) ? 1 9 7 5 0 , , 4 1 , 4 , , ,e. Pi Type of Inspection: M Mc( 4. F4 I Address: Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Fi 1-1 4 I D/< Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: / ' Date: / -0 5- /)- 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: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Da-/ 9 M 07.1— - 03 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 13 -e,f.yr ,...1 Move. Type of Inspection: FA- Fou,1, tied., f,,,,1, Spi,G ),4.! f - f":1,,,, Address: l �f y 7 5Q.,- ra %�k � P Suite #: �' Contact Person: 1 Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Q CO14-c' ' k v1-4' L1 oi.. oe(A'rl4,1er/1 t.ivc�., ±V I,i .1,1 . ® -3.- vi 0.1, I ! lovr AA, I.. li k hdI2 E-I e by 0 ti., C ∎ v%, (,1'4- )6ue. Pre -Fire: .i v`,S �a I s ,'f re A-I _ �� ,.- h'-� i Fr1 b�. I s i y L. s o -, doors' (�,.� u C d fi� wo ,-d " fc oo-e '' 'v 0„-1 (re-1 - i`f Gio c 'I,.,,L A -o e "L I t, L 1 CJc,J; (.,11,,A bvrcil,Q- -1 \-. ati'1,1 . 5k. -av 0 (,,, 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /a/v) .5-1 i Date: -)„.6,. . 4_, Hrs.: 0- s $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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit M is -o)S /a -F - o3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 - 4407,. Project: l3fvt --). r Ad /W ova Type of Inspection: j FA Fou I, /Veca, iF�,,, I Cet +'f,M41 f-e fin,,,,, Address: 0 Suite #: / Suomi h �� �� �� i Contact Person: ` Special Instructions: Phone No.: /7 �� n Approved per applicable cctdes. Corrections required prior to approval. COMM /E'NTS: AL n 0 IT h141. 1 1 bvru.L . li 4 t„tii e-t„,„ ''L. G; vac,, Esc 4,,_ .L�d�aI1 iik 'I4 -s r ( ` 1 ? 11(4 S i L. s en ti moors- .. �� n Permits: r (� A-or Aq 1a dc,J ;cKL 5,491-,.e_ )‘.. pc, he. I . Occupancy Ty e: /(>1?--- -10 0 t' �� •� Needs Shift Inspection: Sprinklers: Fire Alarm: :; Hood & Du • Monitor: , / Pre -Fire: Permits: % Occupancy Ty e: Inspector' /a,„, / Date: -).4.. i>. Hrs.: j_ s $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: 1 State: 1 Zip: Word /Inspection Record Form.Doc • 6/11/10 T.F.D. Form F.P. 113 EAGLE TEST & BAIANCING COMPANY AABC CERTIFIED 815 E. Main Cushing, OS 74023 Phone: (918) 225.1668 Fax: (913)225-1637 13047 S. E. 4711* PL Bellevue, WA 98006 Phone: (425) 747 -9256 Fax: (425) 641 -5662 TEST AND BALANCE REPORT Project 155'YER E5 tc 435e. Location: j7 ) 97 5 oa i/SiGE.✓/77A R 7::WKWW?Y,'-raAr✓ii.�}J 494 Architect - Engineer. A C j E S R I N Cr Contractort 4'.E4 a.REFl4 R EF*A76 .0'A --77oN Project Number. • LA SEP 212012 PERMIT CENTER This is to certify that Eagle Test & Balance has balanced the systems described herein to their optimum performance capabilities. The testing and balancing has been performed in accordance with the standard requirements and procedures ofthe ,associated Ali Balance Council and the results of these test are herein recorded. Associated Air Balance Counct7 Certification Number. 93 -02 -01 Date: Test & Balance Engineer. Stephen D. Barnes Form 889010 Project , 3.EYE. Rd4 G 10''E System Nair Date Page 1' rL/ --J g7-6i - g-7-L5 ° AIR DISTRIBUTION TEST SHEET Terminal Number Room Number Terminal Design Test —FPM or CFM Final Type . Size Factor FPM CFM Test 1 Test 2 Test 3 FPM CFM RTVJ% 1 R5 D )91' / , _ 75 D 655' .7 /DD 7/9 1:76.9 fie' /,4 750 6z/ 7vD Tao` RS D /9" /n0 750 65.E Z' 710 q RS D ) q' , /, (� 7,5�g 64C Zt-O 7,2-0 1 ?SD iy" /,® 050 .D9 -,p 7,45 76-5 2 R D )9" 1.D 750 775 77.5 RSD 1y`` 1,0 _S-527 550 S61) .71)0 7.. 770 5 ,5.77.f 5" 212 7$e, 775 7gD RSD_Pr i ,0 R T!/ -3 1 ' g>5_0 lq" ;l, 75O 20 2- , RSi,,� 1 ,< 1,0 7/6 R3D 1 "" 1,) _ �775-D / 5:0 /�56r d�� �7 7__ 6- )?,57,c) M" 1.0 76-0 76- 7.? \ . Remarks Form #89040 NOV .ea,Aec Project .6E 1/..-/e (E S RE Date Page of System TG/— 9 £ - I E - –2 AIR DISTRIBUTION TEST SHEET Terminal Number Room Number Terminal . s Factor Design Test —FPM or CFM Final Type . Size . FPM" CFM Test 1 . Test 2 Test 3 FPM CFM / _ 59 - /_p'" /,b _ loo 125 1 1 S. d5 ,--- SD -1 _5" 1,0 _ 100 12.0 Ho o S 5 3 SD -/ g" 1.0 le:.cv )30 )t S )Q.s' 5� - /S" ) 0 , o D i 20 /o.. /DS' S- sv -/ $ - _ I, o ion 1.6 0 !'D e--' / a 5+ SD -i g'"- be, Jew 125 //0 ` 11� a „S'" 5D -1 (" ,,D Sal.. / -D -�.�.- 5Czox 6 ,3,22 )SZ . ,1 o•,6. _ io5 SG.-- , - Sr-2 /oxgi',91 /axg'' .'/�d Y2 y .- zoa zoa 21,5' ` D ,a/5" 2 0 . zi.5_ 2/0 // Rs:0 1v" 1;a goo 690 ?Le) gi o" 1 •. PSD n". , /,0 7,e2. gvi F55 i3 _ 56.-2. loxg I , O _mod --oo . .-yo .a.o, goo E (7 Iox)� I, O 10o 11 0. 110 - E -2 _S& ,io )e121,0 _ Iov lig 116" iemarks 'orm #89040 • Project Name Y f ,4 s /viO /?E Date Page of AIR MOVING EQUIPMENT TEST SHEET . SYSTEM /7 i— iE-Al 5 T/ ^! G 1 -ry -'..z, E X► 5TI N G Equipment location Area Served 5091,5.-. AR 44 541.1i. S /a 12 CoORR2 /ER 5-07,4'09-- ,S p/ Equipment Manufacturer TR A nl E Model. w S C o l o A 3 R G41- -Serial' lumber 3 111 v 0 5'641 ) 301 a 3a 3S % • .- Y ?0 -3 o a Motor Sheave & No. Grooves Fan Sheave & No. Grooves bits All- af�X�R�; "9 D GA"" . 1 Remarks - Form #RQn'n Specified Actual Specified Actual Total CFM - Fan .704, D 23 z/e9 _ - -- 1770 O 30 9S Total CFM - Outlet DOD 2_21/0 ‘yDD 309 5 R/A CFM .- Y ?0 -3 o a -$' o 2 OIA CFM ,5.3 6-1-i0 dec.) (o ( 0 Total Static Pressure (Total/Extemal) 1 f 0 .2 / .ej . ( , 7 inlet Pressure — — © s 7.2 -f- 0.. . 9 --)- 0 , ?-.7- :-- Discharge Pressure 6< 'Fan RPM • / 5 i 22-3 ..., 570 Motor Sheave & No. Grooves Fan Sheave & No. Grooves bits All- af�X�R�; "9 D GA"" . 1 Remarks - Form #RQn'n Specified Actual Specified Actual Motor Manufacturer 1. GE �� �� GL� Motor HP/BHP 3 3' °�.— �-- - Phase 3 - . *: 3 3 3 Voltage • Og" .ZO7 -2o7 -206 207- 20Z2O6 Amperage 9 , L. 5./- t7, .2- 6.3 6 6-5 , 3 , Motor RPM • 172 5 ---- Motor Service Factor 6< • / 5 Starter Heater Elements - ---- -� --� Motor Sheave & No. Grooves Fan Sheave & No. Grooves bits All- af�X�R�; "9 D GA"" . 1 Remarks - Form #RQn'n • • Project Name F �VI R4-I& S & ' i Date Page of AIR MOVING EQUIPMENT TEST SHEET Motor Sheave & No. Grooves Fan Sheave & No. Grooves Belts 1)K56 ,1,, AY3. , f vP'f) ■ 1 AI�6;)4. Remarks Form ;szanan SYSTEM RT4'-- 3 EX /ST t../ 6 /2TV-- 1f Ai EVJ Equipment Location ��_9F- Total CFM - Fan RpOF" all i ES; B/P,b/iK,TfW RE CJ v/A/6 TR 4 N Area Served Si 9,4 ES AR,EE,1 TKA NE- Equipment Manufacturer Model. NNJSCaloa3 fz (7A4 WSCo9 3RoAbDC00041 'Serial 'Number • 311 1 U o 5 9542... 123 2. f 073 01_ Motor Sheave & No. Grooves Fan Sheave & No. Grooves Belts 1)K56 ,1,, AY3. , f vP'f) ■ 1 AI�6;)4. Remarks Form ;szanan Specified Actual Specified Actual Actual Total CFM - Fan ?p O e 2 9/0 GC: l/ Total CFM - Outlet , 00 & 9/D :..?pQ a 22 7 -30 `- .2 3 io R/A CFM 2y.5- v 2 3 y3---- 0/A CFM Total Static Pressure (Total/External) , `"I (, Q .✓t— .0 7z o7-407-`,,z06 I. o 7, Inlet Pressure of < <- f —L'L �.------ m--- -� —4/.57 % Discharge Pressure 1 725 `--® l7,26 0 171 `Fan RPM Motor Service Factor i 3 4 G 1. / 5 //2 --- Motor Sheave & No. Grooves Fan Sheave & No. Grooves Belts 1)K56 ,1,, AY3. , f vP'f) ■ 1 AI�6;)4. Remarks Form ;szanan Specified Actual Specified Actual Motor Manufacturer G e GC: w) A KATf-/ d VIA-KATH o f Motor HP/BHP 3 3 Phase .. 3 3 Voltage O g o7-407-`,,z06 _...o ,a' goia Amperage of < <- f G.3-5,9-6,5 3, & .1-02,7-02,0 Motor RPM • 1 725 `--® l7,26 '---- Motor Service Factor 145- 1. / 5 1 , Cf i , S Starter Heater Elements - r- -- ...�.- ,. ,.�. , z,�,,.,,_ Motor Sheave & No. Grooves Fan Sheave & No. Grooves Belts 1)K56 ,1,, AY3. , f vP'f) ■ 1 AI�6;)4. Remarks Form ;szanan Project Namea.EVERA6-E$ SYSTEM Equipment Location Area Sery Equipment Manufacturer Model EXHAUST FAN DATA SHEET G /L /A /6. 1� Dpi/ Serial .umber Sp- 3Iv -�D Date Page of F —2-- ,4' 5 f WO 0:14 6�- BIiC,- CAD Motor Sheave & No. Grooves Fan Sheave & No. Grcaves Belts Not always required or applicable. Remarks .1% ..9 T Form . #69031 Specified . Actual Specified r Actual Total CFM - Fan 1 1 D j I v 110 1/ C Total CFM - Outlet ) 0 0 ) 1 0 100 1 15 . Total Static Pressure' (Total/External} . ----- --=--' °""°"�`� _ Vattace 7 Inlet Pressure c --fib , z; 41 Amperage ......„.0, ©q i. I Discharge Pressure -- -_ __-- ---- -f Motor RPM q 5 0 DI) —a D � DI) Fan RPM 1 .---- _....__.._ 1 Motor Sheave & No. Grooves Fan Sheave & No. Grcaves Belts Not always required or applicable. Remarks .1% ..9 T Form . #69031 Specified Actual Specified Actual Motor Manufacturer Motor HPIBHP K� ) NEC - rat-Ai .. A a RE:E /✓11 C,j< !i: L N jEC/✓ _ Phase f I ,/ Vattace 7 ) 2 I d Lc f 2/ Amperage i, ) 5 i. I ).15 1,1 Motor RPM q 5 0 DI) S 0 DI) Motor Service Factor - -- '—� Starter Heater Elements ---� Motor Sheave & No. Grooves Fan Sheave & No. Grcaves Belts Not always required or applicable. Remarks .1% ..9 T Form . #69031 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info FELE COPY "-"............11 Project Address 17197 Southcenter Parkway Date 5/2/2012 Tukwila, Washington For Building Dept. Use Applicant Name: Acies Engineering Applicant Address: 111 West Evelyn Avenue, Suite 301, Sunnyvale 94086, C Applicant Phone: 408 - 522 -52 -55 Project Briefly describe system type Description mechanical and features. Plans Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 t: Includes Compliance Option • Simple System ID Complex System Co Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btu/h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery Y/N RTU -1 TRANS Wsco9oA3RGAmm 93000 530 10 YES N RTU -2 CARRIER 50TFQ009 100000 600 9 YES N RTU -3 TRANE WSC090A3RGAOXD 93000 550 10 YES N RTU -4 TRANE WSC090E3RD 94000 725 11 YES N Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btu/h OSA cfm or Econo? Input Btuh Output Btuh Efficiency4 Heat Recovery Y/N RTU -1 TRANE WSC09OA3RGAOXD 88000 530 10 YES N RTU -2 CARRIER 50TFQ009 96000 600 9 YES N RTU -3 TRANE WSC090A3RGAOXD 88000 550 10 YES N RTU -4 TRANE WSC090E3RD 86000 725 11 YES N RFVIF%!!1=f FOP Fan Equipment Schedule CODE COMPLIAN Equip. ID Equip Type Brand Name' Model No.1 CFM Spy HP /BHP Flow Cintrols APPRINE° Location ol Service EF -1 GREENBECK SP -B150 110 0.25 0.17 CV FL 1 27 2012 City of Tukwila BL ILDING DIVISIC 11f available. 2 As tested according to Table 14 -1A through 14- G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable airvolume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from M l)O75 N RECEIVED MAY 112012 PERMIT CENTER 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary (back) MECH -SUM 2009 Washington State Energy Code Comp lance Forms for Nonresidential and Multifamily Residential Revised February 2011 System Description See Section 1421 for full description p of Simple System qualifications. All Systems: ti No humidification? l: No Reheat? If Heating /Cooling or Cooling Only: n9 Y n Constant vol? • Split system? • <= 84,000 Btuh? ra Economizer included? �, Air cooled. �, Packaged sys? �': <= 135,000 Btuh? Cooling Cap < =15 Btuh/ft2? • • Heating Cap. > 0 & < =10 Btuh/ft2 If Heating Only: • <1000 cfm? • <30% outside air? • Heating Cap. < =10 Btuh/ft2? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. START ) ft2, or /ft? ? Yes Yes Heating Only Reference Section 1421 Yes Yes Yes Yes Simple System Allowed (section 1420) alifies Economizer Exception tion 1 Yes Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential MECH -CHK Revised February 2011 Project Address 17197 sout:hcenter Parkway (Date 5/2/2012 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance Yea 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency MO.1 Yes 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss M0.1 N.A. 1411.1 Air- cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water - cooled chiller Full -load and NPLV values adjusted for any non - standard conditions Yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule MO.1 N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls Yes 1412.1 Temperature zones Indicate locations on plans M2.1 Yes 1412.2 Deadband control Indicate 5 degree deadband minimum M6.1 No 1412.3 Humidity control Indicate humidistat Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback M0.1 No 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage No 1412.4.2 Optimum Start Indicate optimum start controls No 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule Yea 1412.6 Combustion heating Indicate modulating or staged control MO.1 Yes 1412.7 Balancing Indicate balancing features on plans MO.2 No 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas N.A. 1412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. Yes 1422 Thermostat interlock Indicate thermostat interlock on plans M6.1 Yes 1432.2.1 Temperature Reset Indicate temperature reset method M0.2 1413 Air / Water Economizers N.A. 1412.1 Single zone systems Indicate multiple cooling stage control capability. Yes 1413.1 Air Econo Operation Indicate.100% capability on schedule M0.1 No 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb No 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. No 1413.3 Integrated operation Indicate capability for partial cooling No 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design pressures, sealing, and testing requirements MO.2 N.A. 1414.1.2 Low press. duct test Indicate applicable low pressure duct systems shall be leak tested N.A. 1414.1.3 High press. duct test Indicate high pressure duct systems shall be leak tested, and identify the location of this ductwork on plans Yes 1414.2 Duct insulation Indicate R -value of insulation on duct MO.2 1415 Piping Systems Yes 1415.1 Piping insulation Indicate R -value of insulation on piping MO .2 1416 Completion Requirements Yes 1416.3.2 System Balancing Indicate air and water system balancing requirements MO.2 Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. MO.2 Yes 1416.3.4 Documentation Indicate O &M manuals, record drawings, staff training MO.2 No 1416.3.5 Comm. Report Indicate requirements for final commissioning report No 1416.4 Compliance Chklist Submit to building official upon substantial completion. Yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer M0.1 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued MECH -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address 17197 Southcenter parkway (Date 5/2/2012 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. Yes 1441 Elec. water heater Indicate R -10 insulation under tank P3.1 No 1442 Shut -off controls Indicate automatic shut -off of circulators or heat trace Yes 1443 Pipe Insulation Indicate R -value of insulation on piping P0.2 No 1444 Pump Energy Indicate method of pump energy management (Sec 1438) No 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1460 Heated Pools No 1452 Heat Pump COP Indicate minimum COP of 4.0 No 1452 Heater Efficiency Indicate pool heater efficiency No 1453 Pool heater controls Indicate switch and 65 degree control No 1454 Pool covers Indicate vapor retardant cover No 1454 Pools 90+ degrees Indicate R -12 pool cover No 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460 -1465) 1460 Cold Storage No 1463 Evaporators Indicate motor type and speed control No 1464 Condensors Indicate condenser cooling type, design wb temp and control No 1465 Compressors Indicate design minimum condensing temp and control. If "no" is indicated for any item in Sections 1401 -1424 or 1440 -1465 , provide explanation: 12 KAM YAN & ASSOCIATES Oil STRUCTURAL ENGINEERS FILE COPY STRUCTURAL CALCULATIONS FOR PERMIT SUBMITTAL (Refer P.10 -14 & 20 -21 for Mechanical Unit Calculation) BEVERAGES & MORE, TUKWILA 17197 SOUTHCENTER PARKWAY TUKWILA, WA REVIEWED FOR a CODE COMPLIANCE APPROVED MAY 2012 O7S"PKYASE Jos No.: 12 204 B3 'JUL 2 7 2012 City of Tukwila BUILDING DIVISION INCOMPLETE LTR #�� RECEIVED JUL 20 2012 PERMIT CENTER 433 Hegenberger Road, Suite 204 • Oakland, CA 94621 • Tel: 510.562.0581 • Fax: 510.562.0584 email: into@kyase.com P; 1 ►■ Kam Yam a&ssocials bi- STRUCTURAL ENGINEERS PROJECT: Beverage & More 7� *Wriq SUBJECT: Structural Calculation JOB NO.: 09 204 B3 SHEET NO.: OF CALCULATED BY: PL DATE 2012 CHECKED BY: KY DATE 2012 DESIGN LOAD. (E)Roof (E)2x6 @ 24" o.c. (E)Roofing (E)1 /2" Plywd (E)4x14 Puriin @ 10' -0" o.c. (E)Glulam Girder Misc (Ceiling, Duct, Mech. Unit) Total Load (Exclude Steel Beam Weight) (E)Stud Wall at Roof (E)2x6 @ 16" o.c. (E)Finishes (E)1/2" Plywd (E)Gysum board P. 2 DL 1.00psf 3.50psf 1.50psf 1.00psf 1.00psf 4.00psf LL 12.00psf 20.0psf DL 1.50psf 10.00psf 1.50psf 3.00psf 16.00psf DESIGN LOAD n Kam Yaa &Qssocials JOB NO 12 204 B3 STRUCTURAL ENGINEERS PROJECT: SUBJECT: Beverage & More, Tukwila Structural Calculation SHEET NO.: OF CALCULATED BY: PL DATE MAY 12 CHECKED BY: KY DATE MAY 12 WIND LOAD DESIGN' PRESSURES Wind Design Parameters Basic Wind Speed, V 85 mph Exposure C Least Horizontal Dimension 70 ft Mean Roof Height 18.5 ft Adjustment Factor for Building Height & Exporsure, A 1.00 Importance Factor, I 1 Roof Angle 0 degree MWFRS End Zone Width Lesser of 10% of Least Horizontal Dimension = 7.0 ft OR 40% of the Height = 7.4 ft But Not Less Than: 4% of the least horizontal Dimension = 0.7 ft OR 3.0 ft Therefore, Consider the Worst Case: a = 7.0 ft End Zone = 2a = 14.0 ft Design Wind Pressure, Ps Type Zone Surface Lable Pao A I,N Ps Horizontal End Wall A 15.9 1.00 1 15.9 Roof B -4.2 1.00 1 0.0 Interior Wall C 10.6 1.00 1 10.6 Roof D -2.3 1.00 1 0.0 Vertical End Wind E -13.8 1.00 1 -13.8 Lee F -9.6 1.00 1 -9.6 Interior Wind G -9.6 1.00 1 -9.6 Lee H -7.3 1.00 1 -7.3 P. 3 (E)DBL TOP PLATE, TYP. A35 CLIP EA. SIDE T &B, TYP. (E)4X14 10' -0" 0.C., SEE PLAN T.O. ROOF 19' -0 "± - M6X12 A35 EA. i HEAD p W/ END 7 &B L I II I II I ! .. 7' -0„ 2) RO L UP P. 4 (E)DBL STU BELOW (E)4X (E)2X6 STUD © 16" 0.C. (N)6X6 A34 CLIP EA. STUD, TYP. A34 CLIP EA. SIDE © DBL STUD (N)3X CRIPPLE STUD, TYP. CUT (E)2X STUD (E)3X SILL T.O. GRADE BM 0' -0" OOR OPENING 3/8- = l'-o" Title Block Line 1 ' You can change this area using the "Settings' menu item and then using the "Printing & -Title Block" selection. Title Block Line 6 Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 8 MAY 2012. 10:45AM File. Q: 2012120483 Bevmo Tukwila1200 Strict Calcslcalc.ec6.,.. ..a- ENERCALC, INC. :1983 -2011; Bulid:6.Tf.9.14, Ver 6.11.81.. Lic #•: KW- 06007944 , ,. . Licensee - -: KAM`VAN'& ASSOCIATES Description : (N)6x6 Jamb Post (P1) 1. lob General Information Analysis Method : Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Height Used for non-slender calculations ) Wood Species Douglas Fir - Larch Wood Grade No.1 Fb - Tension 1,200.0 psi Fv Fb - Compr 1,200.0 psi Ft Fc - Prll 1,000.0 psi Density Fc - Perp 625.0 psi E : Modulus of Elasticity ... x -x Bending Basic 1,600.0 Minimum 580.0 Load Combination 2006 IBC & ASCE 7 -05 Applied Loads 18.50 ft 170.0 psi 825.0 psi 32.210 pcf y -y Bending Axial 1,600.0 1 580.0 Wood Section Name Wood Grading /Manuf. Wood Member Type Exact Width Exact Depth Area Ix ly ,600.0 ksi Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7-05 6x6 Graded Lumber Sawn 5.50 in Allowable Stress Modification Factors 5.50 in 30.250 inA2 76.255 inA4 76.255 inA4 Cf or Cv for Bending 1.0 Cf or Cv for Compression 1.0 Cf or Cv for Tension 1.0 Cm : Wet Use Factor Ct : Temperature Factor Cfu : Flat Use Factor Kf : Built -up columns Use Cr : Repetitive ? 1.0 1.0 1.0 1.0 IND S 15.32 No { n-gtb or ri Brace condition for deflection (buckling) along columns : X -X (width) axis : Fully braced against buckling along X -X Axis Y -Y (depth) axis :Unbraced Length for Y -Y Axis buckling = 18.5 ft, K = 1.0 Service loads entered. Load Factors will be applied for calculations. Column self weight included : 125.18 lbs * Dead Load Factor BENDING LOADS... Lat. Uniform Load creating Mx -x, W = 0.0640 k/ft DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial +Bending Stress Ratio = 0.6261 : 1 Load Combination +D +W +H Goveming NDS Formla Comp + Mxx, NDS Eq. 3.9 -3 Location of max.above base 9.188 ft At maximum location values are ... Applied Axial Applied Mx Applied My Fc : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base Applied Design Shear Allowable Shear Load Combination Results Load Combination +D +W +H +D+0.750Lr+0.750L+0.750W +H +D+0.750L+0.750S+0.750W +H +0.60D +W +H Maximum Reactions - Unfactored 0.1252 k 2.738 k -ft 0.0 k -ft 282.76 psi 0.07195 :1 +D +W +H 0.0 ft 19.570 psi 272.0 psi Maximum SERVICE Lateral Load Reactions . . Top along Y -Y 0.5920 k Bottom along Y -Y 0.5920 k Top along X -X 0.0 k Bottom along X -X 0.0 k Maximum SERVICE Load Lateral Deflections... Along Y -Y 1.397 in at 9.312 ft above base for load combination : W Only Along X -X 0.0 in at 0.0 ft above base for load combination : n/a Other Factors used to calculate allowable stresses... Bending Cf or Cv : Size based factors 1.000 Compression Tension 1.000 Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Stress Ratio Status Location Stress Ratio Status Location 0.6261 0.4696 0.4696 0.6224 PASS PASS PASS PASS 9.188 ft 9.188 ft 9.188 ft 9.188 ft 0.07195 0.05396 0.05396 0.07195 PASS PASS PASS PASS 0.0 ft 0.0 ft 0.0 ft 0.0 ft Note: Only non -zero reactions are listed. X -X Axis Reaction Load Combination @ Base @ Top Y -Y Axis Reaction @ Base @ Top Axial Reaction @ Base W Only k Maximum Deflections for Load Combinations Unfactored Loads' 0.592 0.592 k k Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance W Only 0.0000 in 0.000 ft P. 5 1.397 in 9.312 ft Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & 'Title Block' selection. Title Block Line 6 Wood Beam Title : Dsgnr: Project Desc.: Project Notes : Lic # f KW- 06007944 Description : (N)6x12 Header (Gravity Load) (G/D Material Properties t1.9 Analysis Method : Allowable Stress Design Load Combination 2006 IBC &.ASCE 7 -05 Wood Species Wood Grade : Douglas Fir- Larch : No.1 Job # Pnnted: 8 MAY 2012.10:45AM File Q:12012\204133 Bevmo Tukwila1200 Struct Calcslcalc ec6.. ENERCALC,INC 1983 -201tr Build: 6:11,9.14..Ver..6 :11:8.1::. Licensee :.KAM Y,AN.& ASSOCIATES, Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7 -05 Fb - Tension 1,350.0 psi 1,350.0 psi 925.0 psi 625.0 psi 170.0 psi 675.0 psi Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling D(1.08) Lr(1.8) 10 .. / 4- .l,y_ ; rh. _ Gaol. E : Modulus of Elasticity Ebend- xx 1,600.0ksi Eminbend - xx 580.0ksi Density 32.210pcf Applied Loads . �--- Loo v F PALL D(0.192) 1 L/ x 5.50 X 11.50 Span =7.Oft RDof .AL IcgftxI0 x {.11 {4 -- I 08 4t .cg-k xto x 2 -0PQ. goo It" Service loads entered. Load Factors will he applied for calculations. Uniform Load : D = 0.0160 ksf, Tributary Width = 12.0 ft, (Wall Dead Load) Point Load : D = 1.080, Lr = 1.80 k aa,1.0 ft, (Roof Dead Load) • DESIGN SUMMARY • .Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.178 1 5.50 X 11.50 302.58 psi 1,687.50 psi +D +Lr +H 1 365f Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable 0.009 in Ratio = 0.000 in Ratio = 0.023 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Design OK 0.330 : 1 5.50 X 11.50 70.18 psi 212.50 psi Load Combination +D +Lr +H Location of maximum on span 0.000ft Span # where maximum occurs = Span # 1 9777 0 <360 3654 0 <180 Load Combination Max Stress Ratios Segment Length Span # M V C d C FN C r Moment Values Cm Ct CL M fb Shear Values Fb V fv Fv +D Length = 7.0 ft 1 +D+Lr+H Length = 7.0 ft 1 +D+0.750Lr+0.750L+H Length = 7.0 ft 1 +D+0.750Lr+0.750L+0.750W+H Length = 7.0 ft 1 +D+0,750Lr+0.750L+0.5250E+H Length = 7.0 ft 1 0.145 0.220 0.900 1.000 1.000 1.000 1.000 1.000 1.78 1.000 1.000 1.000 1.000 1.000 0.179 0.330 . 1.250 1.000 1.000 1.000 1.000 1.000 3.06 1.000 1.000 1.000 1.000 1.000 0.159 0.287 1.250 1.000 1.000 1.000 1.000 1.000 2.70 1.000 1.000 1.000 1.000 1.000 0.124 0.224 1.600 1.000 1.000 1.000 1.000 1.000 2.70 1.000 1.000 1.000 1,000 1.000 0.124 0.224 1.600 1.000 1.000 1.000 1.000 1.000 2.70 Overall Maximum - Unfactored Loads - - Load Combination Span Max. " " Defl Location in Span 176.00 302.58 267.74 267.74 267.74 0.00 1215.00 0.00 1687.50 0.00 1687.50 0.00 2160.00 0.00 2160.00 0.00 0.00 0.00 1.42 33.59 153.00 0.00 0.00 0.00 2.96 70.18 212.50 0.00 0.00 0.00 2.57 61.03 212.50 0.00 0.00 0.00 2.57 61.03 272.00 0.00 0.00 0.00 2.57 61.03 272.00 Load Combination Max. " +" Defl Location in Span D+Lr 1 0.0230 3.220 P. 6 0.0000 0.000 Title Block Line 1 ' You can change this area using tfie "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 8 MAY 2012. 10:45AM • File 0:12012120483 Bevmo Tukwila1200 Strict Calcslcalc.ec6 ENERCALC, INC 1983 -2011; Build 6.11.9.14. Ver.6.11.8.1 Gic.:#., KW- 06007944 Licensee : KAM VAN & ASSOCIATES Description : (N)6x12 Header (Gravity Load) Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Support notation : Far left is #1 Values in KIPS Overall MAXimum D Only Lr Only D+Lr 3.141 1.598 1.543 3.141 1.083 0.826 0.257 1.083 P. 7 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood. Beam Title : Dsgnr: Project Desc.: Project Notes : Lic #.':KVVL 06007944.., Description : (N)6x12 Header (Wind Load) w( new �k _ /6 P Material Properties Ge9 'w Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species Wood Grade Beam Bracing Job # Prnted: 8 MAY 2012. 10 48AM File 0:12012120483 Bevmo Tukwila1200:Struct Calcslcalc.eCS ENERCALC, INC. 1983-2011 Build.6.11:9.14; Ver6.11 :8.1 Licensee :.KAM YAN & ASSOCIATES. X 9 - llif Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7 -05 Fb - Tension Fb - Compr Fc - Prll : Douglas Fir - Larch Fc - Perp : No.1 Fv Ft : Beam is Fully Braced against lateral- torsion buckling W(0.144) + + + 1,350.0 psi 1,350.0 psi 925.0 psi 625.0 psi 170.0 psi 675.0 psi E : Modulus of Elasticity Ebend- xx 1,600.0 ksi Eminbend - xx 580.0 ksi Density :Applied Loads Uniform Load : W = 0.0160 ksf, Tributary DESIGN SUMMARY :Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 11.50 X 5.50 32.210 pcf Span =7.0ft Service loads entered. Load Factors will be applied for calculations. Width = 9.0 ft 0.086 1 11.50 X 5.50 182.55 psi 2,160.00 psi +D +W +H 3.500ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 0.031 in Ratio = 0.000 in Ratio = . :Maximum :Forces & Stresses for-Load Combinations' Load Combination Max Stress Ratios Segment Length Span # M V Cd C FIV C r 0 <360 0 <360 2732 0 <180 Cm Ct CL M Moment Values fb Desi.nOK = 0.038: 1 11.50 X 5.50 10.40 psi = 272.00 psi +D +W +H = 6.545 ft Span # 1 Shear Values Fb V fv Fv +D+W+H Length = 7.0 ft 1 +0+0.750Lr+0.750L+0.750W+H Length = 7.0 ft 1 +D+ 0.750L+0.750S+0.750W+H Length = 7 0 ft 1 +0.60D +W+H 0.085 0.038 1.600 1.000 1.000 0.063 0.029 1.600 1.000 1.000 0.063 0 029 1.600 1.000 1.000 Length = 7.0 ft 1 0.085 0.038 1.600 1.000 OveraltMaximum Deflections • Unfactored Loads. Load Combination Span Max. ' ° Defl Location in Span 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.88 1.000 1.000 1.000 1.000 0.66 1.000 1.000 1.000 1 000 0.66 1.000 1.000 1.000 1.000 0.88 182.55 136.91 136.91 182.55 0.00 2160.00 0.00 2160.00 0.00 2160.00 0.00 2160.00 0.00 0.00 0.00 0.44 10.40 272.00 0.00 0.00 0.00 0.33 7.80 272.00 0.00 0.00 0.00 0.33 7.80 272.00 0.00 0.00 0.00 0.44 10.40 272.00 Load Combination Max. " +" Defl Location in Span W Only 1 0.0307 Vertical Reactions • Unfactored Load Combination Support 1 Support 2 3.535 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Overall MAXimum 0.504 0.504 P. 8 Title Block Line 1 ' You can change this area using th'e "Settings" menu item and then using the "Printing & 'Title Block" selection. Title Block Line 6 Wood Beam Title : Dsgnr: Project Desc.: Project Notes : Job # Punted: 6 MAY 2012. 10:46AM File• 0.120171204133 Bevmo TukwiIa1200 SUud Calcsk elc ec6 ENERCAI Ci INC. 1983-2011, Build.6,11.914;Ver6.11.8.1. Lic #.. KW-0600T944 . ,,.a ;; AT Licensee;: KAM VAN & ASSOCIATES Description : (N)6x12 Header (Wind Load) Vertical Reactions • Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 W Only 0.504 0.504 P. 9 0 lo ( E 0 0 0 0 BEVERAGES & MORE RETAL AREA 0 0 0 85.-0* ADJ. STORE 0 0 25.-0" 20.-0* N)6X 2 (N)6X12 REPLACE (E)UNIT I W/ (N)MECH. UNIT (WT .804LBS) (E )UN fi (02'4 STUD WALL PARTIAL ROOF FRAMING PLAN P. 10 1/8" = 1'-0" NORTH Title Block Line 1 ' You can change this area using the "Settings" menu item and then using the "Printing & Title Block' selection. Title Block Line 6 :WoodBea Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 8 MAY 2012, 10.46AM t:: s: -. file: 01201212003 BeymoTukwila1200StructCalcskatcec6 -"= .i-7y. :ENERCALC :INC°1983- 201.1, BuiI 6.11.9.14..Ver6.1.1. &1.:: Licensee : KAM`YAN &'ASSOCIATES Lic # KW- 06007944 Description : (N)6x12 at Mech Unit rte.41 ko it bvt D 7 Material Properties 68Z1) Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species Wood Grade : Douglas Fir - Larch : No.1 Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling E(0.183) 1,350.0 psi 1,350.0 psi 925.0 psi 625.0 psi 170.0 psi 675.0 psi t&t.. *.. D(0.056/ rli4 E : Modulus of Elasticity Ebend- xx 1,600.0 ksi Eminbend - xx 580.0 ksi Density E(- 0.183) 32.210 pcf 6x10 Load for Span Number 1 Uniform Load : D = 0.0560 k/ft, Extent = 2.250 - -» 9.580 ft, Point Load: E= 0.1830k op2.250ft Point Load: E=- 0.1830ka,9.580ft DES/GN_SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Span = 11.0 ft -TCo�x�ofw Service loads entered. Load Factors will be applied for calculations. Tributary Width = 1.0 ft 0.089: 1 Maximum Shear Stress Ratio 6x10 Section used for this span 108.56 psi fv : Actual 1,215.00 psi Fv : Allowable +D Load Combination 5.665ft Location of maximum on span Span # 1 Span # where maximum occurs 0.000 in 0.000 in 0.028 in -0.004 in 'Maxtmtim,Force§ &'tresses for;L©adtombtnatitns` Load Combination Max Stress Ratios Segment Length Span # M V Ratio = Ratio = Ratio = Ratio = 0 <360 0 <360 4640 35874 Design OK 0.041 : 1 6x10 6.34 psi 153.00 psi +D 9.625 ft Span # 1 Cd CFN Cr Moment Values Cm Ct CL M fb Fb Shear Values V fv Fv +D Length =11.0 ft 1 0.089 0.041 +1.132D+0.70E+H Length = 11.0 ft 1 0.061 0.032 +1.132D -0.70E+H Length = 11.0 ft 1 0.055 0.035 +1.099D+0.750Lr+0.750L+0.5250E- Length = 11.0 ft 1 0.058 0.029 +1.099D+0.750Lr+0.750L -0.5250E+ Length = 11.0 ft 1 0.053 0.032 +0+0.750L+0.750S+0.5250E+H Length =11.0 ft 1 0.053 0.027 +D+0.750L+0.750S -0.5250 E+H 0.900 1.000 1.000 1.000 1.000 1.000 0.75 1.000 1.000 1.000 1.000 1.000 1.600 1.000 1.000 1.000 1.000 1.000 0.91 1.000 1.000 1.000 1.000 1.000 1.600 1.000 1.000 1.000 1.000 1.000 0.81 1.000 1.000 1.000 1.000 1.000 1.600 1.000 1.000 1.000 1.000 1.000 0.87 1.000 1.000 1.000 1.000 1.000 1.600 1.000 1.000 1.000 1.000 1.000 0.80 1.000 1.000 1.000 1.000 1.000 1.600 1.000 1.000 1.000 1.000 1.000 0.79 1.000 1.000 1.000 1.000 1.000 P. 1,1 108.56 131.79 118.09 125.63 115.35 115.03 0.00 1215.00 0.00 2160.00 0.00 2160.00 0.00 2160.00 0.00 2160.00 0.00 2160.00 0.00 0.00 0.00 0.00 0.22 6.34 153.00 0.00 0.00 0.00 0.30 8.61 272.00 0.00 0.00 0.00 0.34 9.62 272.00 0.00 0,00 0.00 0.27 7.86 272.00 0.00 0.00 0.00 0.31 8.80 272.00 0.00 0.00 0.00 0.25 7.29 272.00 0.00 0.00 0.00 Title Block Line 1 You can change this area using the "Settings' menu item and then using the "Printing & • Title Block" selection. Title Block Line 6 Title : Dsgnr: Project Desc.: Project Notes : ood.Bea Job # Prntea: 8 MAY 2012. 10:45AM 'File: 0 :12012120483 Bevmo'Tukwila1200 Suuct Cakslcalc:ec6 "' ENERCACC :INC?i 983 -2011; Buifd:6: t 1.914, Yer..6.11.B 1 ; :: : KW- 06007944 == Licensee : KAM, ¥AN -8, ASSOCIATES: Description : (N)6x12 at Mech Unit Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C r Cm Ct Moment Values CL M Shear Values fb Fb V tv Fv Length =11.0 ft 1 0.048 0.030 1.600 1.000 1.000 1.000 1.000 1.000 0.72 104.75 2160.00 0.28 8.17 272.00 +0.4684D+0.70E+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length =11.0 ft 1 0.029 0.018 1.600 1.000 1.000 1.000 1.000 1.000 0.43 62.75 2160.00 0.17 5.00 272.00 +0.4684D-0.70E+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length = 11.0 ft 1 0.023 0.020 1.600 1.000 1.000 1.000 1.000 1.000 0.34 49.05 2160.00 0.19 5.42 272.00 :Over' all -Maximum - Deflections = "Unfactored'Loads: Load Combination Span Max. " " Defl Location in Span Load Combination Max. " +" Defl Location in Span D+E 1 0.0284 5.225 0.0000 0.000 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.312 0.343 D Only 0.190 0.221 E Only 0.122 -0.122 -E Only -0.122 0.122 D+E 0.312 0.099 D -E 0.068 0.343 P. 12 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 .Wood Beam; Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 8 MAY 2012. 10:58AM -File Q:120121204B3 Bevmo Tukwila1200 Strucl,Calcslcalc.ec6 ENERCALG.IPNC..I988 -2011; Build:6.11.9.14;.Vec6.11:8:1 Description : (E)GLB 31/8 x 131/2 (B3) .b� Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species Wood Grade : DF /DF :24F -E18 Licensee ?:.KAM YAN & ASSOCIATES 1/t14 Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7 -05 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling $ D(0.178)�A i D(0.12) Lr(0.2) 2400 psi 2400 psi 1700 psi 650 psi 265 psi 1 100 psi E : Modulus of Elasticity Ebend- xx Eminbend - xx Ebend- yy Eminbend - yy Density 1900 ksi 980 ksi 1 700 ksi 880ksi 32.21 pcf i Applied Loads 3.125x13.5 Span = 18.0 ft Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0120, Lr = 0.020 ksf, Tributary Width = 10.0 ft Uniform Load : D = 0.1780 k /ft, Extent = 2.0 - -» 6.50 ft, Tributary Width = 1.0 ft DESIGN. SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.778 1 3.125x13.5 1,860.62 psi 2,400.00 psi +D +Lr +H = 8.370ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.391 in Ratio = 0.000 in Ratio = 0.715 in Ratio = 0.000 in Ratio = Maximum = Forces & = Stresses for Load Combinations -' 552 0 <360 301 0 <180 Design OK 0.422 : 1 3.125x13.5 111.87 psi 265.00 psi +D +Lr +H 0.000 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V C d C FN C r Cm Ct CL M Moment Values fb Shear Values Fb V fv Fv +D Length =18.0 ft 1 +D+Lr+H Length = 18.0 ft 1 +D+0.750Lr+0.750L+H Length =18.0 ft 1 +D+0.750Lr+0.750L+0.750W+H 0.354 0.210 1.000 1.000 1.000 0.775 0.422 1.000 1.000 1.000 0.669 0.369 1.000 1.000 1.000 1.000 1.000 1.000 Length = 18.0 ft 1 0.669 0.369 1.000 +D+0.750Lr+0.750L+0.5250E+H Length =18.0 ft 1 0.669 0.369 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Overall Maximum_ Deflections - Unfactored Loads Load Combination Span Max. " " Defl Location in Span 1.000 1.000 6.71 1.000 1.000 1.000 1.000 14.72 1.000 1.000 1.000 1.000 12,70 1.000 1.000 1.000 1.000 12.70 1.000 1.000 1.000 1.000 12.70 848.41 1,860.62 1,605.95 1,605.95 1,605.95 0.00 2400.00 0.00 2400.00 0.00 2400.00 0.00 2400.00 0.00 2400.00 0.00 0.00 0.00 1.56 55.55 265.00 0.00 0.00 0.00 3.15 111.87 265.00 0.00 0.00 0.00 2.75 97.79 265.00 0.00 0.00 0.00 2.75 97.79 265.00 0.00 0.00 0.00 2.75 97.79 265.00 Load Combination Max. " +" Defl Location in Span D+Lr 1 0.7154 8.910 P. 13 0.0000 0.000 Title Block Line 1 You can change this area using (he "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 8 MAY 2012,10:58AM File:.0:120121204B3 Bevmo Tukwila1200 Suuct Calcslcatc.ec6 ENERCALCINC: 1983:2011, Build.6.11.9.14, Ver.6.11:8.1 : Lic # :'.KW- 06007944 > _ .� _' .. � � ..... =4 � . ,_. " z Licensee:;: KAM 1VAN, & ASSOCIATES Description : (E)GLB 31/8 x 131/2 (83) ::Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Support notation : Far left is #1 Values in KIPS Overall MAXimum D Only Lr Only D+Lr 3.492 1.692 1.800 3.492 3.069 1.269 1.800 3.069 P. 14 rZ 1091 Yana &ssocials ■ STRUCTURAL ENGINEERS PROJECT: Beverage & More, Tukwila SUBJECT: Structural Calculation JOB NO.: 12 204 B3 SHEET NO.: OF CALCULATED BY: PL DATE MAY 12 CHECKED BY: KY DATE MAY 12 Project Site Response Spectra Values errasery ee THE :LEADER IN ONLINE IMAGERY Address ® Coordinates 1 Township Q, Imagery Search FREE! Enter As Much tnfa As Possible Country:: UnaeS States Street: i 1 7 t 47 selfrriCEtUTE : City /Place: TUKV:ILa State:' Vi':: • Zap: - Imagery Information Use imagery fTopos Tabs To Change Imagery Date:: 7/912010 Resolution: 0.3 Meters Provider: DigitalGlobe Meters /Pixel: 0.5 meters Location Information Latitude; N 47.45067 I- tN 47° 27' 2.4.. Longitude: W 122.26109 W 122° 15' 39.9" R Support LOTIONS- '.',.. •Location & weather, (Email MO Link t3Print• Q2012TerraSetver, Digit rZ Seismic Hazard Curves and Uniform Haierd'itesponse Spectra File :Help - , Select Analysis Option .NEHRP Recortimended Provisions for.Seismic Reguiations for New_ Buildings Oesa•tpttor .egnon ss taS_t Se ect•or. '� Geographic Region: Corttermndus 48 States Data EdttI.0n 2603N HRPSetsracDesignPrEnrewns Lal,'Lon . y,p.code -! Batch F1te I Latitude i0egreesi: 47.44953 [Lollgitutle (0egreesl: _. '12226301 2- 4.70. 50.00; . (]25.05. 55 so; c sit. Peroreters Gratettl iotiazt.::, +GtCgt twtrid 46156. il� . C;alwlate 5's &. S -t :: ': , Calallatr;SM & 50 ?lalues, Address: 17197 Southcenter Parkway Tukwila, WA 7:iiput ` Ali'C�InUa"crtii Contermincus 4E States 12003 tlEi!RP Seismic Design Prc•:i910713 •Lautude - 47.449830040.00056 !Longitude = - 122.26301 'Spectral Response Accelerations Ss and 51 Ss and 51 = Napped Spectral Acceleration Values Site lase B - Fa = 1.0 ,Fv = 1.0 ,Data are based on a 0.05 deg grid spacing ieried Sa (sec) (01 0.2 '.417 !Ss, Site Class B) 1.0 0.485 (S1, Site Class B) P. 15 i■ l fain YON & i ss o cis is 4441 STRUCTURAL ENGINEERS PROJECT: Beverage 86 More, Tukwila SUBJECT: Structural Calculation JOB NO.: SHEET NO.: CALCULATED BY: CHECKED BY: 12 204 B3 OF PL DATE MAY 12 KY DATE MAY 12 IOW ,„Nf CRIT 1141= U'07:4 IF601 Ea tal . :?:s.�.7iffiddan Seismic Design Parameters MCE Spectral Response Acceleration @ Short Period, Ss MCE Spectral Response Acceleration @ 1 sec. Period, S1 Site Coefficient, Fa Site Coefficient, F„ Adjusted MCE S.R. Acceleration @ Short Period, SMs Adjusted MCE S.R. Acceleration @ 1 sec. Period, SMI Design S. R. Acceleration @ Short Period, SOS Design S. R. Acceleration @ 1 sec. Period, S01 Importance Factor, Seismic Force Resisting System Coefficient, R Seismic Design Category 1.417 0.485 1.00 1.50 1.42 0.73 0.94 0.49 1.00 6.50 D USGS USGS ASCE7 Table 11.4 -1 ASCE7 Table 11.4 -2 ASCE7 EQ. 11.4 -1 ASCE7 EQ. 11.4 -2 ASCE7 EQ. 11.4 -3 ASCE7 EQ. 11.4 -4 2007 CBC Table1604.5 ASCE7 Table 12.2 -1 ASCD7 Table11.5 -1 EQUI 4! EimAtEF3AL aittitOROCli5We rASCE7 05 =2 8 A; t' Seismic Base Shear V = CSW (Eq.12.8 —1) CS = RS ()(E.12.8_2) Need not exceed : Cs= SR for TSTS(Eq.12.8 -3) T1 J CS= S°SR forT >T(Eq.12.8 -4) TZIII Shall not be less than C5 = 0.01(Eq.12.8 —5) CS = 0'R for S, ? 0.6g (Eq.12.8 — 6) (I) Roof Height, hn Natural Period, Ta Long- Period, TL Parameter, C, Parameter, x Seismic Response Coefficient, Cg VASD = (Cs / 1.4 )_ Redundancy Factor, p = VASD = (Cs / 1.4 )= P. 16 18.500 0.178 12.000 0.02 0.75 0.145 0.104 1.3 0.135 ASCE7 EQ. 12.8 -7 ASCE7 Figure 22 ASCE7 Table 12.8 -2 ASCE7 Table 12.8 -2 W w Kam Yam &Issocials JOBNO.: 12 204 B3 SHEET . iv. NO.: OF CALCULATED STRUCTURAL ENGINEERS CALCULATED BY: PL DATE MAY 12 CHECKED BY: KY DATE MAY 12 PROJECT: Beverage & More, Tukwila SUBJECT: Structural Calculation :SEISMIC WEIG.. SEISMIC COEFFICIENT, CS = 0.10 BASE SHEAR, V = 0.10 W WEIGHT OF s UILb /NG- Grid NOTE: Length (ft) Trib Ht. (ft) Area (sf) Wt. (psf) Trib. Wt. (KIPS) Line 1 2 5 11 A B E J 122.00 9.5 1159 16.0 18.5 18.00 9.5 171 16.0 2.7 70.00 9.5 665 16.0 10.6 70.00 9.5 665 16.0 10.6 310.00 9.5 2945 16.0 47.1 20.00 9.5 190 16.0 3.0 245.00 9.5 2328 16.0 37.2 85.00 9.5 808 16.0 12.9 TOTAL WT. = 142.9 ROOF WEIGHT Grid NOTE: Length (ft) Trib Length. (ft) Area (sf) Wt. (psf) Trib. Wt. (KIPS) Line 28690 12 344.3 TOTAL WT. = 344.3 TOTAL BLDG WT. = 487.2 BASE SHEAR, VASD = 0.10 W = 50.6 kips = 1.76 psf P. 17 V KAM YAN & ASSOCIATES 11.74 STRUCTURAL ENGINEERS PROJECT: SUBJECT: 0 JOB NO.: SHEET NO.: CALCULATED BY: OF DATE CHECKED BY: DATE rigrec. = // / 9 D 12i2m•C- Loan( P _ /. 76 P*51 x 7/19024 /9. 7 Ley G 1 I— L- /N5 h. L24,1 ki .'locr a r( — 4i41l9 1Lc9 c. r 1 L, 313. --100. cc x f O 3 13.35 P. 18 2, 27 <io V, KAM YAN & ASSOCIATES STRUCTURAL ENGINEERS PROJECT: SUBJECT: v /`r,Lki'.Jc JOB NO.: SHEET NO.: CALCULATED BY: CHECKED BY: OF DATE DATE / 9.7 _ /al (o,9 < 1,4 0 P / /azv 06, 3S h. C >/, l /00( @ 6r. Q. 47/V . P. 19 n Kam Yan &Associais JOB NO.: 12 204 B3 SHEET NO.: OF CALCULATED BY: PL DATE MAY 12 CHECKED BY: KY DATE MAY 12 PROJECT: Beverage & More, Tukwila SUBJECT:_ Structural Calculation ructu ral�Com ponents;�qui,pments�S u °ppo -- "' F trvcure = Design Data: Ip = ap= Rp = Sps = 0:94' (Section 13.1.3) (Eq. 11.4 -3) (USGS Seismic Hazard Map) (Table 11.4 -1) (Eq. 11.4 -1) Analyses and Calculations (ASCE 07 13.3): 0.4a2--z- [RI S W r hl P p (ASCE 07 Equation 13.3 -1) 0.3SDSIPWp <Fp <1.6SDsIpWp (ASCE 07 Equation 13.3 -2 & 13.3 -3) 1 Lateral Force`for Mechanical Component anchored at Roof z (ft) = 25 (13.3.1, height in structure of point of attachment) ap= (Table13.5 -1 & 13.6 -1) Fp = 0.45 Wp 0.3SDsIpWp 0.28 Wp 1.6SDSIPWp 1.51 Wp h(ft)= 25 (13.3.1, average roof height of structure) Rp = Use Fp = 0.45 *Wp Fp(ASD) = 0.32 *Wp P. 20 ►■ Kam Yana &ssocials STRUCTURAL ENGINEERS PROJECT: SUBJECT' Beverage & More, Tukwila Structural Calculation JOB NO.: SHEET NO.: CALCULATED BY: CHECKED BY: 12 204 B3 OF PL DATE MAY 12 KY DATE MAY 12 RODE =IJN g�aass ii. aF,.a i2?> a t to �a y t' ,•it Y - • . i4 .4r .tr �; �`'�"����- 1��4�. �: �� `"': �;';'�c�. -4�? .L,�i %�¢ ^A.��fe;i.�a�4,r,R: sl Wp = 805 Ibs. Height, H = 40 in. Length, L = 88.625 in. Width, W = 53.25 in. (Max. Weight) HCG = Moment Arm @ Y- direction = Moment Arm @ X- direction = 20.0 in. 88.6 in. 53.3 in. Seismic Service Load: " 1q. n 1 -";e .,.,.ra, �, 4i#iaaiai� 8. Seismic Design Force: Fp = 0.45 *Wp = 365 Ibs Basic Combination for Strength Design (ASCE 07 12.14.3.1.3) (1.2 +0.2Sps )D + QE + L +0.2S (0.9- 0.2Sps )D + QE + L + 1.6H 0.9- 0.2Sps = 0.62 F„ = (0.9- 0.2Sps) Wp = 496 Ibs F„ = (1.2 +0.2Sps) Wp = 1194 Ibs �Yteck�Teinslon_by,= Overturning.. -�, -F Mrgrr ,�, d - � -' T„ Txx FpxH„ — F,x Moment Arm FrxH„ —Fi,x Moment Arm -166 Ibs. _ -111.1 Ibs. (CONTROL) D , Cl . to Gv._) 6X Go/ vT►he of 7 3 t-0,/ /V,,.m C �rj[ gcr (4 scram Vim= #10 s i t.s /Y o c @ / c (Ant Vo-ft Pd".0--(41,3 ok) P. 21 70 %scr May 16, 2012 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jerry Veiluva Hayashida Architects 1250 45th St, Suite 340 Emeryville, CA 94608 RE: Incomplete Letter #1 Mechanical Permit Application M12 -075 Beverages & More —17197 Southcenter Py Dear Mr. Veiluva, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 11, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 204 - 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431' -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: M12 -075 W: \Permit Center \Incomplete Letters\2012 \M12 -075 Building.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: May 15, 2012 Project Name: Beverages & More Permit #: M12 -075 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Where new mechanical equipment over 400 pounds are to be installed on an existing roof, an engineer's analysis of the structural roof system shall be required. The new unit is shown as 725 lbs. Provide and engineer's analysis for the roof structure to show the combined loads of the existing mechanical equipment with the new roof top unit. Analysis shall specify any necessary alterations of structural members for the roof with details. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ¶EfT(utrnucOPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -075 DATE: 07 -20 -12 PROJECT NAME: BEVERAGES & MORE SITE ADDRESS: 17197 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: B ding !vision Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07 -24 -12 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route [X1 Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08-21 -12 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • PEW PLAN R IEW�/ROUTING SLIP ACTIVITY NUMBER: M12 -075 DATE: 05 -11 -12 PROJECT NAME: BEVERAGES & MORE SITE ADDRESS: 17197 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works N Avit\ L F re Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete DUE DATE: 05 -15 -12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: S`I(0'9 LETTER OF COMPLETENESS1,M�LED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: UW�- TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: n Approved with Conditions DUE DATE: 06-12 -12 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • 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: hup://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: July 17 , 2 012 Plan ChecWPermit Number: M12-075 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Beverages & More Project Address: 17 197 Southcenter Py Contact Person: Mitchell Lane Phone Number: 925- 260 -3489 Summary of Revision: See attached drawing S1.2 and Structural Calculations Refer to Pages 10 to 14 and 20 to 21 for Mechanical unit calculations Note: all this information was part of original submittal. Sheet Number(s): S1 .2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on RECEivtu CRY OF TUKWILA I JUL 2020121 PERMIT CENTER \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name EVERGREEN REFRIGERATION LLC UBI No. 602512953 Phone 2067631744 Status Active Address 727 S Kenyon St License No. EVERGRL954R2 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 1/6/2006 State WA Expiration Date 1/6/2014 Zip 98108 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status EVERGHH910J0 EVERGREEN HOME HEATING Et ENGY Construction Contractor General Unused 4/20/2009 4/20/2013 Active EVERGI*201D7 EVERGREEN REFRIGERATION INC Construction Contractor General Unused 3/27/1980 7/31/2006 Re- Re Licensed Business Owner Information Name Role Effective Date Expiration Date EVERGREEN REFRIGERATION LLC Partner /Member 12/22/2005 Bond Amount PATTON, DAVID Partner /Member 01/06/2006 WA15097 PATTON, RODGER Partner /Member 01/06/2006 PATTON, MATTHEW Partner /Member 01/06/2006 TRAVELERS CAS 8 SURETY CO Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 Merchants Bonding Co (Mutual) WA15097 01/01/2012 Until Cancelled $12,000.00 12/15/2011 1 TRAVELERS CAS 8 SURETY CO 104667361 01/01/2006 Until Cancelled $12,000.00 01/03/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 AMERICAN FIRE AND CASUALTY COM BAW54192293 07/31 /2010 07/31 /2013 $1,000,000.0007 /29/2012 2 Continental Western Ins Co CWP2640663 07/31/2006 07/31/2010 $1,000,000.0003 /23/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni /bbip /Print.aspx 08/02/2012 PACKAGED ROOFTOP HVAC EQUIPMENT SCHEDULE MARK MANUFACTURER /MODEL # SERVICE COOLING AMBIENT TEMP., F HEATING INDOOR FAN ELECTRICAL DATA WEIGHT ( LBS. ) MIN. OUTSIDE AIR CFM LOCATION REMARKS NOMINAL TONS TOTAL MBH SENSIBLE MBH ENT. AIR DB, "F ENT. AIR WB, •F EER IEER MBH COP AUX. HEATER (kW) CFM ESP IN.WG BHP (HP) VOLTS PHASE FREQ. (Hz) COMPR. RLA MCA MOCP R "TRANE" WSC090A3RGAOXD SALES AREA 7.5 93.0 71.6 80.0 67.0 10.1 - 95 88.0 3.2 - 3,000 1.0 1.72 208 3 60 26.0 99.9 100 1,000 530 ROOF 0 0000 jU - RTU "CARRIER" 50TFQ009 SALES AREA 8.5 100.0 70.7 80.0 67.0 8.9 - 95 96.0 3.0 - 3,400 0.6 2.17 208 3 60 16.0 49.4 50.0 1,200 600 ROOF 00000 000 TG -1 R3U "TRANE" WSC090A3RGAOXD SALES AREA 7.5 93.0 71.6 80.0 67.0 10.1 - 95 88.0 3.2 - 3,000 1.0 1.72 208 3 60 26.0 99.9 100 1,000 550 ROOF 00000 RTU "TRANE" WSC090E3RD SALES, BREAK ROOM RELIEVING AREA 7,5 94.0 69.3 80.0 67.0 11.1 12.0 95 86.0 3.4 - 3,000 1.0 1.68 208 3 60 25.0 38.4 60.0 1,230 725 ROOF 0000O00CM 0 EXISTING ROOFTOP PACKAGED BE REUSED WITHOUT ANY O. SET MINIMUM FRESH AIR O NEW WALL MOUNTED THERMOSTAT SENSOR MOUNTED AT 48" ® NEW CO2 SENSOR. HEAT PUMP UNIT TO MODIFICATIONS. PER SCHEDULE. WITH REMOTE AFF. ® ® 07 ® NEW SMOKE DOWN HVAC NEW ROOFTOP UNIT. INTEGRATED BAROMETRIC DETECTOR UNIT UPON PACKAGED ECONOMIZER. RELIEF. IN THE SMOKE HORIZONTAL RETURN DETECTION. DISCHARGE AIR DUCT, TO SHUT ® PROVIDE WITH THE FOLLOWING FACTORY INSTALLED OPTIONS AND • 04 STANDARD EFFICIENCY, STANDARD INDOOR FAN, HIGH HEAT TYPE ROOFTOP ACCESSORIES: UNIT. A. CONSTANT VOLUME BELT DRIVE BLOWER. HEAT PUMP B. R -410A REFRIGERANT. C. COMPRESSOR HARD START KIT. - D. UNIT DISCONNECT SWITCH. E. 1" THICK THROW -AWAY FILTERS. F. 115V GFCI CONVENIENCE OUTLET, UNPOWERED. EXHAUST FAN SCHEDULE (NEW) MARK SERVICE LOCATION EXHAUST AIR CFM STATIC PRESSURE IN. W.G. RPM ELECTRICAL DATA WEIGHT LBS. MANUFACTURER & MODEL # REMARKS MOTOR HP (WATTS) VOLTS PHASE Hz RESTROOMS R CEIL NOMS 110 0.25 1,050 (129) 115 1 60 15 "GREENHECK" SP -B150 00000 - 0 0 NEW ® INTERLOCK ® WITH WITH CEILING MOUNTED WITH BACKDRAFT FLEXIBLE DUCT EXHAUST LIGHT FIXTURE. DAMPER. CONNECTION. FAN. O WITH THERMAL OVERLOAD PROTECTION: AIR DEVICE SCHEDULE NEW MARK NECK DIFFUSER FACE OR CEILING GRID SIZE (INCHES) RANGE TYPE MOUNTING DUTY MFR. MODEL NO REMARKS DIFFUSER REGISTER GRILLE LOUVER z SURFACE SUPPLY RETURN EXHAUST TRANSFER SG -1 18 "x8" 19- 3/4 "x9 -3/4" 350 -450 - X - - - X X - - - TITUS 300R 000 SG -2 12 "x8" 13- 3/4 "x9 -3/4" 150 -200 - X - - - X X - - - TITUS 300R 000 SD -1 8 "95 12 "x12" 100 X - - - - X X - - - TITUS PAS 000 RG -1 22 "X10" 22 -3/4 "x10 -3/4" 750 - - X - - X - X - TITUS 350RL 000 TG -1 10"x6" 1 1- 3/4 "x7 -3/4" 100 - - X - - X - - - X TITUS 300FL O00 0 PROVIDE OPPOSED BLADE DAMPER. 30 SELECTION OF THE FINISHES OF AIR DISTRIBUTION DEVICES BY INTERIOR DESIGNER /ARCHITECT. 02 TYPE AND CFM SHALL BE AS INDICATED ON DRAWING M -2.1 AT EACH AIR DEVICE. FILE COPY Permit No. tit 1 ,• Q7 5 P! , review approval is subject to errors and omissions. A;p c >v6 1 of construction documents does not authorize t4 4 ', olation of any adopted code or ordinance. Receipt at approved Field Copy an Is acknowledged: By Q ' ` rvme Date. - --- City of 1 ikwita BUILDING DIVISION REVISIONS No changes shall b d to the scope of work without prior approval of Tukwila Building Division. NOT_ -: Rev Eons will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical arbectricai IrrIumbkig Gies Piping City of Tukwila BUII_DittiG DIVISION GENERAL NOTES 1 ALL WORK SHALL CONFORM TO 2009 INTERNATIONAL MECHANICAL CODE WITH LOCAL AMENDMENTS AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 2, THIS CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES. 3. CONDENSATE DRAIN PIPING AND FINAL CONNECTION TO UNIT BY PLUMBING CONTRACTOR. 4. REDWOOD SLEEPER OR PLATFORM FOR ROOF MOUNTED UNIT, DUCT PENETRATION, CUTTING AND PATCHING BY GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED ON PLAN. 5. CONNECT MAIN DUCT TO AIR CONDITIONING UNIT WITH WEATHERPROOF FLEXIBLE CONNECTION. SUN SHIELD OVER ENTIRE FLEXIBLE CONNECTION IS REQUIRED IF FLEXIBLE CONNECTION IS EXPOSED TO WEATHER. 6. THERMOSTAT /SENSORS SHALL BE BY EQUIPMENT MANUFACTURER. 7. PROVIDE FILTER FOR AIR CONDITIONING AND /OR AIR SIDE UNITS AS REQUIRED PER ASHRAE AND CODE. THIS CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR FOR SIZE AND LOCATION OF DUCTWORK ROOF OPENINGS AND WITH ELECTRICAL CONTRACTOR FOR ELECTRICAL REQUIREMENTS OF ALL MECHANICAL EQUIPMENT AND ARCHITECTURAL DRAWINGS FOR AIR DISTRIBUTION LOCATION AND EMS COMPANY. 9. THE CONTRACTOR SHALL SUBMIT BID BASED ON THE DRAWINGS AND ALTERNATE FOR COST SAVING. THESE DRAWINGS ARE FOR BIDDING PURPOSES. 10. COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL ROOM ELEVATIONS. IN NO CASE SHALL LOWEST EDGE OF SUPPLY /RETURN GRILLE PROTRUDE BELOW CEILING OR CEILING GRID. 8. 11. DUCTS SHALL BE SUPPORTED WITH 1" WIDE 16 -GAUGE HANGER STRAPS AND SHALL BE SPACED AT NO MORE THAN 7' -0" ON CENTERS AND SHALL BE SECURED TO STRUCTURAL MEMBER. EXPOSED DUCTWORK ON ROOF SHALL BE SUPPORTED BY GALVANIZED STEEL ANGLE & SHALL BE PER LOCAL CODE. 12. ROUND AND RECTANGULAR DUCTWORK ARE INTERCHANGEABLE IF CROSS SECTION AREAS ARE EQUIVALENT. CONTRACTOR IS TO VERIFY THE EXACT CEILING SPACE AND INTERCHANGE THE DUCT SIZE TO FIT THE CEILING SPACE WITHOUT ADDITIONAL FEE CHARGE. 13. INSTALL VOLUME CONTROL DAMPERS AT EACH SUPPLY DIFFUSER TO AFFORD COMPLETE CONTROL OF THE AIR FLOW IN THE VARIOUS DUCT SYSTEMS. INSTALL SPLITTER .DAMPER AT DUCT TAKEOFFS AND DAMPER IF REQUIRED. 14. COORDINATE ENTIRE INSTALLATION OF THE H.V.A.C. SYSTEM WITH THE WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 15. PROVIDE BACK -DRAFT DAMPER FOR ALL EXHAUST AIR DUCT UNLESS OTHERWISE NOTED PER CODE. 16. CONTRACTOR SHALL SUBMIT A COMPLETE BALANCE REPORT FOR APPROVAL. THE REPORT SHALL INCLUDE THE FOLLOWING: A) AIR QUANTITIES AT EACH REGISTER. B) STATIC PRESSURE READINGS AT INLET AND DISCHARGE OF EACH AIR HANDLING SYSTEM AND AT INLET OF EACH EXHAUST AIR SYSTEM. C) COOLING AND HEATING SUPPLY AND RETURN AIR TEMPERATURES AT EACH AIR CONDITIONING UNIT. D) ANTI VIBRATION AND OPERATION NOISE DAMPENING. 17, ANY MATERIAL, ARTICLE OR PIECE OF EQUIPMENT OTHER THAN THAT INDICATED SHALL NOT BE USED UNLESS APPROVED IN WRITING BY THE ENGINEER AND ANY CHANGES IN MECHANICAL, ELECTRICAL AND /OR OTHER SYSTEMS REQUIRED DUE TO SUCH SUBSTITUTION SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR; AND AT NO ADDITIONAL COST TO THE OWNER. 18. EXHAUST TERMINATION SHALL BE MINIMUM 10' -0" AWAY OR 3' -0" ABOVE FROM ANY FRESH AIR INTAKE, OPENABLE WINDOWS, DOORS AND 10' -0" MINIMUM ABOVE GRADE. 19. THE CONTRACTOR SHALL FURNISH AND INSTALL ACCESS DOORS AND /OR ACCESS PANELS AT LOCATIONS AS NECESSARY TO SERVICE FIRE DAMPERS AND PROVIDE MAINTENANCE FOR EQUIPMENT. ALL ACCESS DOORS AND PANEL LOCATIONS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO INSTALLATION. 20. ACCURATE AS -BUILT DRAWINGS SHALL BE MADE DURING CONSTRUCTION AND SUBMITTED FOR APPROVAL UPON COMPLETION OF INSTALLATION. 21. EQUIPMENT AND INTERLOCK DIAGRAM SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PURCHASE OF INSTALLATION. 22. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR COMPLETION OF THE WORK. ALL MATERIALS AND WORK SHALL COMPLY WITH APPLICABLE CODES AND GOVERNING REGULATIONS AND MEET THE APPROVAL OF THE LOCAL JURISDICTION. 23. TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE MATERIALS BEFORE, DURING AND AFTER INSTALLATION. IN THE EVENT OF DAMAGE, IMMEDIATELY REPAIR ALL DAMAGED AND DEFECTIVE WORK TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 24. COMPLETE SHOP DRAWINGS AND EQUIPMENT SUBMITTAL SHALL BE SUBMITTED AND APPROVED PRIOR TO ORDERING AND INSTALLATION OF ANY EQUIPMENT. 25. FOUR SETS OF OPERATING AND MAINTENANCE MANUALS SHALL BE SUBMITTED UPON COMPLETION OF PROJECT. 26, IN ADDITION TO EQUIPMENT WARRANTIES, FURNISH A WRITTEN GUARANTEE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR ONE YEAR. GUARANTEE SHALL INCLUDE REPAIR OF DAMAGE TO, OR REPLACEMENT OF, ANY PART OF EQUIPMENT OR PREMISES CAUSED BY EQUIPMENT PROVIDED. 27. THESE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES. THIS INCLUDES COORDINATING THE LOCATION AND SIZE OF ALL OPENINGS, LOCATIONS OF EQUIPMENT PADS AND CHANGES OF ELEVATIONS OF DUCTWORK, PIPING AND OTHER EQUIPMENT. 28. DUCTWORK SHALL BE INSULATED OR LINED AS NOTED ON DRAWINGS. ALL DUCTWORK EXPOSED ON ROOF SHALL BE INTERNALLY LINED UNLESS OTHERWISE INDICATED OR SPECIFIED. ALL DUCT SIZES ARE INSIDE CLEAR SIZES. ALL DUCT JOINTS SHALL BE SEALED PER SPECIFICATIONS. MECHANICAL CONTRACTOR TO PROVIDE 1" ACOUSTICAL FIBERGLASS DUCT LINER FOR APPROXIMATELY 15' -O" FROM UNITS ON BOTH SUPPLY AND RETURN DUCTS. MINIMUM R -7 DUCT INSULATION IN UNCONDITIONED AREAS. 29. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCSTIONS. PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 30. FIRE SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 2009 IMC SECTION 607, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND. LISTING. 31. DUCTS SHALL BE SUPPORTED PER THE MINIMUM REQUIREMENT OF UMC AND SHALL RE BRACED AND GUTTED TO PREVENT LATERAL OR HORIZONTAL SWING. PROVIDE SEISMIC RESTRAINT PER SMACNA GUIDELINES . 32. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED AND TESTED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) AND SHALL COMPLY WITH THE INTERNATIONAL MECHANICAL CODE, WHICHEVER REQUIREMENT IS MOST STRINGENT. 33. THE INSTALLATION OF DUCT SMOKE DETECTORS AS REQUIRED BY 2009 IMC 606.2.1 & IMC 6062.2. SMOKE DETECTORS SHALL BE INSTALLED IN RETURN AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2,000 CFM, IN THE RETURN AIR DUCT OR PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR DECONTAMINATION EQUIPMENT AND APPLIANCES. WHERE MULTIPLE AIR - HANDLING SYSTEMS SHARE COMMON SUPPLY OR RETURN AIR DUCTS OR PLENUMS WITH A COMBINED DESIGN CAPACITY GREATER THAN 2,000 CFM, THE RETURN AIR SYSTEM SHALL BE PROVIDED WITH SMOKE DETECTORS IN ACCORDANCE WITH SECTION 606.2.1 34.. HEIGHT OF MECHANICAL DUCTS AND UNITS TO BE 15' -0" ABOVE FINISHED FLOOR OR HIGHER. VERIFY CLEARANCE AND CONTACT ARCHITECT IF NOT FEASIBLE. DRAWING SCHEDULE SHEET NUMBER DESCRIPTION MO.1 MO.2 M2.1 M2.2 M6.1 LEGEND, NOTES & SCHEDULES MECHANICAL SPECIFICATIONS MECHANICAL FLOOR PLAN MECHANICAL ROOF PLAN MECHANICAL DETAILS & CONTROLS RECEIVED MAY 112012 PERMIT CENTER o 7 S REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2,7 2012 City of Tukwila BUILDING DIVISION EXPIRES: 09/30/2012 11)11 >1 O E 0. C 11 2 €1) • cn 0 • 111 CD o ie e X03 4 dH, :11i Ili 1%1 ?). y Ca 8r� NO. REVISIONS E31 LEGEND MAY 07, 7 2012 SYMBOL ABBREVIATION DESCRIPTION 1 . 15r SA /SUP SUPPLY AIR (RISE /DROP) HIGGINS ❑ J RA /RET RETURN AIR DUCT (RISE /DROP) EA /EXH EXHAUST AIR DUCT (RISE /DROP) CD /SR CEILING DIFFUSER /SUPPLY REGISTER (ARROWHEAD REPRESENTS NUMBER OF THROW) ( 4 -WAY TYPICAL IF NO ARROWS) ill RR /RG RETURN REGISTER /GRILLE E -r- ER /EG EXHAUST REGISTER /GRILLE - RECTANGULAR DUCT ELBOW WITH TURNING VANES J - - -- 1 FC FLEXIBLE CONNECTION (L) DUCT LINING (1 " THICK UNLESS OTHERWISE NOTED) L SINGLE LINE DUCT BRANCH TAKE -OFF DUCT TRANSITION (RECTANGULAR TO ROUND) - FLEX FLEXIBLE DUCT (5' -0 MAXIMUM) T T -STAT PROGRAMMABLE THERMOSTAT ® TEMPERATURE SENSOR 0 ; CO2 SENSOR SD SD DUCT SMOKE DETECTOR M MD MECHANICAL DAMPER DIA. DIAMETER M FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. E FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. ME FURNISHED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. P.O.C. POINT OF CONNECTION SD (SD- SUPPLY DIFFUSER, RD- RETURN DIFFUSER, -1- E- EXHAUST) 100 AIR QUANTITY IN CFM AC MECHANICAL EQUIPMENT DESIGNATION ... 1 DESIGNATED NUMBER A/C , AC AIR CONDITIONING BDD BACK DRAFT DAMPER CB CIRCUIT BREAKER CLG. CEILING CONN. " CONNECT /CONNECTION CHAT. CONTINUATION CONT'R CONTRACTOR PPM CUBIC FEET PER MINUTE DE"T. DETAIL DISC. DISCONNECT DTR DOWN THRU ROOF EF EXHAUST FAN (E) EXISTING E.A.T. ENTERING AIR TEMPERATURE GA. GAGE /GAUGE GC GENERAL CONTRACTOR HVAC HEATING, VENTILATING, AND AIR CONDITIONING MCA MINIMUM CIRCUIT AMPACITY MFR. MANUFACTURER MECH. MECHANICAL MOCP MAXIMUM OVERCURRENT PROTECTION (N) NEW OA /OSA OUTSIDE AIR PH PHASE RAD RETURN AIR DUCT SAD SUPPLY AIR DUCT S/S STAINLESS STEEL TYP. TYPICAL UON UNLESS OTHERWISE NOTED UTR UP THRU ROOF V VOLTS DRAWING SCHEDULE SHEET NUMBER DESCRIPTION MO.1 MO.2 M2.1 M2.2 M6.1 LEGEND, NOTES & SCHEDULES MECHANICAL SPECIFICATIONS MECHANICAL FLOOR PLAN MECHANICAL ROOF PLAN MECHANICAL DETAILS & CONTROLS RECEIVED MAY 112012 PERMIT CENTER o 7 S REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2,7 2012 City of Tukwila BUILDING DIVISION EXPIRES: 09/30/2012 11)11 >1 O E 0. C 11 2 €1) • cn 0 • 111 CD o ie e X03 4 dH, :11i Ili 1%1 ?). y Ca 8r� NO. REVISIONS E31 MAY 07, 7 2012 ERIC GREG STEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ J ACIES ENGINEERING. 111W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 LEGEND, NOTES & SCHEDULES JOB NO, 11 4360 20 DATE DRAWN MP CHECKED SR SHEET M0.1 Or SHEETS MECHANICAL SPECIFICATIONS DIVISION 15 - MECHANICAL SECTION 15000 BASIC MECHANICAL REQUIREMENTS A. NOTE 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 1,5. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE. 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED. SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. B. GENERAL REQUIREMENTS 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODE'S REQUIREMENT, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING AND CONSTRUCTION PRACTICES. 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. C. CODES 1. ALL WORK SHALL CONFORM TO THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. D. LICENSES, PERMITS, INSPECTIONS & FEES 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR WORK. 2. FURNISH TO THE ARCHITECT ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. E. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY THE ARCHITECT PRIOR THROUGH SHOP DRAWING SUBMITTAL PROCESS, FOR ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO ARCHITECT FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR ARCHITECT'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE SUB - CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. F. GUARANTEE 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THEIR CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY ARCHITECT. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. 2. CONTRACTOR SHALL PROVIDE A COMPLETE 12 -MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT INSTALLED. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL - WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO ADDITIONAL MONIES SHOULD BE INCLUDED IN THE BID. G. RECORD DRAWINGS 1. THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A. c. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. REVISIONS, ADDENDUM, AND CHANGE ORDERS. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. H. DISCREPANCIES IN DOCUMENTS . 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND. INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES. CONFLICT OR ARE UNCLEAR, ADVISE ARCHITECT, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, ARCHITECT'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. I. SLEEVES 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, WALL - OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR: CONTRACTOR MUST COORDINATE THROUGH THE ARCHITECT ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2 ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANT OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. SLEEVES IN. BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO 22 U.S.G. GALVANIZED STEEL MINIMUM. J. HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2 HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCE OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE. THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER 3. HANGERS FOR ALL INSULATED PIPING SHALL QE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED. END OF SECTION 15000 DIVISION 15 - MECHANICAL SECTION 15500 HEATING, VENTILATION, AND AIR CONDITIONING A. SCOPE OF WORK 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. HVAC UNITS, EQUIPMENT, AND APPURTENANCES (UNLESS NOTED OTHERWISE). B. DUCTWORK, FITTINGS, DAMPERS, AND INSULATION. C. CURBS, ROOFING, AND STEEL FRAMING FOR SUPPORT (AS APPLICABLE, REFER TO PLANS). D. CONDENSATE PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). E. TESTING, ADJUSTING, AND BALANCING. 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL VISIT THE JOBSITE AND EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCE AND CONFRONTATIONS. B. HVAC EQUIPMENT 1. PRIMARY HEATING AND AIR CONDITIONING UNITS ARE TO BE FURNISHED BY THIS CONTRACTOR AS SCHEDULED UNLESS NOTED OTHERWISE. REFER TO PLANS FOR REQUIREMENTS. ALL EQUIPMENT SHALL INCLUDE A FIVE (5) YEAR COMPRESSOR AND TEN (10) YEAR HEAT EXCHANGER WARRANTY. 2. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 3. EQUIPMENT SHALL BE INSTALLED AND STARTUP PERFORMED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. C. METAL DUCTWORK NO FIBERGLASS DUCT ALLOWED 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO JOB SITE VISIT AND APPROVAL BY THE GENERAL CONTRACTOR. A SKETCH MUST BE SUBMITTED INDICATING SIGNIFICANT DEVIATIONS FROM DESIGN AND MUST BE APPROVED BY ARCHITECT PRIOR TO FABRICATION OR INSTALLATION. 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR AND ROUND DUCTWORK WITH GALVANIZED STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" OF THE LATEST EDITION. WHERE OTHER CODES ARE ENFORCED, (I.E. , UMC, BOCA, ETC.) USE THE MOST STRINGENT CODE FOR DUCT CONSTRUCTION STANDARDS. 3. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: SUPPLY DUCTS: 2" W.G., POSITIVE RETURN AND EXHAUST DUCTS: 2" W.G., NEGATIVE EXCEPT WHERE OTHERWISE INDICATED, USE DUCT SEALANT OF THE FOLLOWING PRESSURE CLASSIFICATIONS: SUPPLY DUCTS: RETURN AND EXHAUST DUCTS: CLASS B - 3" W,G. CLASS C - 2" W.G. 4. IN ACCORDANCE WITH THESE CONSTRUCTION AND SEALANT PRESSURE CLASSIFICATIONS, MAXIMUM DUCT AIR LEAKAGE WILL NOT EXCEED 5% AS REQUIRED FOR FINAL AIR BALANCE APPROVAL. 5. ROUND AND FLAT OVAL DUCTWORK SHALL BE GALVANIZED STEEL WITH SPIRAL LOCK SEAM CONSTRUCTION. ROUND DUCTWORK SIZES 12" DIAMETER AND SMALLER IN CONCEALED AREAS MAY BE SNAP -LOCK CONSTRUCTION. , ALL SNAP -LOCK SEAMS SHALL BE SEALED AS DESCRIBED IN THESE SPECIFICATIONS. DUCT AND FITTINGS SHALL BE G90 GALVANIZED STEEL CONFORMING TO ASTM A -653 AND A -924. ALL FITTINGS THAT ARE SPOT WELDED OR BUTTON PUNCHED CONSTRUCTION SHALL BE INTERNALLY SEALED. ROUND DUCTWORK MAY BE SPIROSAFE SELF SEALING DUCT SYSTEM AS MANUFACTURED BY LINDAB OR AN APPROVED EQUAL BY UNITED MCGILL, SEMCO OR SPIRO. 6. AS A MINIMUM, CROSS BREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8" WIDE X 3/16" DEEP ON 12" CENTERS TO PREVENT VIBRATIONS, REGARDLESS OF DUCT GAUGE. 7. INSTALL FACTORY MANUFACTURED DOUBLE THICKNESS TURNING VANES IN ALL 90 DEGREE ELBOWS OVER 36" IN LENGTH. INSTALL FACTORY MANUFACTURED SINGLE THICKNESS TURNING VANES IN ALL OTHER ELBOWS. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS. ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES. 9. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1-1/2"X1-1/2" X1/8" STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING. 10. ALL JOINTS AND SEAMS SHALL BE SEALED WITH 2" WIDE, GLASS- FIBER - FABRIC REINFORCED TAPE. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. LIQUID SEALANT BY UNITED MCGILL CORP., DOW CORNING, MIRACLE ADHESIVES AND SUREBOND INC. WILL BE ACCEPTED IN LIEU OF TAPE. 11. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. 12. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 13. PROVIDE ACCESS TO ALL MOTORIZED ZONE DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED IT MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS WHEN WITHIN 3' -0" OF DEVICE. 14. WHERE DUCTWORK SIZE IS LARGER THAN CONNECTED DEVICE (LE. DIFFUSER, REGISTER) SMOOTH DUCT TRANSITIONS ARE TO TAKE PLACE JUST PRIOR TO DEVICE CONNECTION. D. FLEXIBLE CONNECTIONS 1. FLEXIBLE COLLARS SHALL BE FURNISHED AND INSTALLED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, ROOFTOP UNITS, ETC.) AND DUCTS OR CASINGS. ALSO, FURNISH AND INSTALL FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. 2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE - COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. E. FLEXIBLE AIR DUCT 1. FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES REQUIREMENTS AND BE INCLUDED AS SUCH IN THE BID. 2. FLEXIBLE AIR DUCT SHALL BE ATTACHED PER DETAILS. FLEXIBLE AIR DUCT MAY ONLY BE USED IN CONCEALED VERTICAL APPLICATIONS WITHOUT PRIOR APPROVAL FROM ARCHITECT UNLESS NOTED OTHERWISE. 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5' -0" IN LENGTH AT ANY ONE LOCATION. F. SUPPLY AIR TAKE -OFF FITTINGS 1. FURNISH AND INSTALL CONICAL OR "BELL- MOUTH" TAKE -OFFS . FROM MAIN DUCTWORK TO ROUND BRANCHES. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND DETAILS. G. DAMPERS 1. FURNISH AND INSTALL MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. H. DUCTWORK INSULATION 1. FURNISH AND INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A 2. DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INCREASE DUCTWORK SIZES AS REQUIRED FOR INTERNALLY LINED DUCTWORK TO MAINTAIN INSIDE CLEAR DIMENSIONS. 3. ALL SUPPLY AND RETURN DUCTWORK WITHIN 15 FEET OF THE AC UNIT SHALL BE INTERNALLY LINED. INTERNAL LINING SHALL BE 1 -INCH THICK, 1- Y2 LB DENSITY LINER. LINER SHALL HAVE A COATED SURFACE EXPOSED TO AIR STREAM TO PREVENT EROSION. APPLY ADHESIVES AND MECHANICAL FASTENERS AS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER TO PREVENT LINER SEPARATION FROM THE DUCT. ALL TRANSVERSE EDGES SHALL BE COATED WITH ADHESIVE. 4. FURNISH AND INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. 5. INSULATE ALL OF THE FOLLOWING DUCTWORK: A. CONCEALED SUPPLY DUCTWORK THAT IS NOT INTERNALLY LINED. B. UNTREATED OUTSIDE AIR DUCTWORK LOCATED WITHIN THE INTERIOR. C. EXTERIOR SUPPLY & RETURN DUCTWORK. INSULATION SHALL BE 1 -1/2" REINFORCED FOIL FACED, VAPOR SEALED FIBERGLASS. INSTALLED THERMAL RESISTANCE (DEG F -SQ FT -HR /BTU) SHALL BE AT LEAST 4.5 FOR INTERIOR DUCTWORK AND 6.5 FOR EXTERIOR DUCTWORK, OR AS REQUIRED BY LOCAL CODES, WHICHEVER IS MORE STRINGENT. PROVIDE EXTERIOR DUCTWORK INSULATION WITH WEATHERPROOF JACKETING. 6. ALL INSULATION AND LINING SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. END OF SECTION 15500 SECTION 15590 TESTING, ADJUSTING AND BALANCING 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE PERFORMED BY AN INDEPENDANT TEST AND BALLANCE CONTRACTOR (TABC) HIRED BY G.C. 2. TESTING, ADJUSTING, AND BALANCING REPORT MUST BE COMPLETE AND TURNED OVER TO THE OWNER 1 WEEK PRIOR TO MERCHANDISING DATE. THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH THE G.C. TO ALLOW ADEQUATE TIME FOR TABC TO COMPLETE THEIR WORK. • 3. THE HVAC CONTRACTOR SHALL COMPLETE THE AIR BALANCE REVIEW START -UP VERIFICATION CHECKLIST BELOW AND FAX A COPY AS NOTED TO TABC. A COPY SHALL ALSO BE PROVIDED TO THE OWNER AT THIS TIME. IF ALL SYSTEMS ARE NOT OPERATIONAL AT THE TIME OF BALANCING, IT SHALL BE THE HVAC CONTRACTOR'S RESPONSIBILITY TO PAY ALL COSTS ASSOCIATED WITH THE ADDITIONAL TESTING AND BALANCING INCLUDING ALL LABOR, TRAVEL EXPENSES, MEALS, HOTEL COSTS ETC. INCURRED BY TABC. THE HVAC CONTRACTOR SHALL BE PRESENT FOR AIR BALANCE TO VERIFY ACCESSIBILITY TO ALL DEVICES, VERIFY ALL OPERATING SEQUENCES AND INSTALL NEW FILTERS IN ALL UNITS JUST PRIOR TO THE AIR BALANCE. HVAC CONTRACTOR SHALL INSTALL A NEW SET OF FILTERS AT HVAC UNITS JUST PRIOR TO PROJECT TURNOVER. END OF SECTION 15590 M ors REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 7 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER EXPIRES: 09/30/2012 l ,„c cri 2 M X03 � d H ea it' '51 v•ww „g ° N m (,) r111. NO. REVISIONS BY♦ MAY 07 2012 PERMIT SET ERIC MARQUART ❑ GREG ENDOM ❑ STEVE HIGGINS ❑ � ACIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info@acies.net Copyright ©2012 MECHANICAL SPECIFICATIONS JOB NO. 11 4360 20 DATE DRAWN MP `CHECKED SR SHEET M0.2 OF SHEETS 1 1071 RECEIVING OFFICE 09 , Og LOCK -UP EIREAK ROOM STORAGE CORRID R WOMEN TOR EA D -1 100 6 "0 05 1 MEN -1w;f0PitiVliV *MO 00 01 1338 „0 -,7 X „9 —,8 SERVICE COUNTER Its4 ♦rri/ YAW ir r —T —� I I I I I 1 I I I I I I E --- --r - -- —r-----r----J(_- I F---- - -I- - -- � +--- -+ - - -- 1 I 1 1 1 I 1 1 1 SG=fi -i - - - -7 - - -} r - - -- r -- SG1- 1 1 I 45 - ___3____ -_E-- = =� - 1-4, -- - 1 114 0 :- I-1 SG -1 01 ENTRY MECHANICAL FLOOR PLAN SCALE: 1/8" = 1-0" 1011111111 1111111111 'II�IIIIIIL.IIIIIIIIIIIII CASHIER'S BOOTH LEGEND NEW WORK EXISTING DUCTWORK POINT OF CONNECTION KEYED NOTES 0 DUCT MOUNTED SUPPLY AIR REGISTER. SEE DETAIL 8/M6.1. ® SUPPLY CEILING DIFFUSER, SEE DETAIL 2/M6.1. ® (E) SUPPLY AIR DUCT RISER TO REMAIN. ® (E) RETURN AIR DUCT RISER TO REMAIN. ® (N) EXPOSED DUCTWORK, ROUTED IN BETWEEN EXISTING PURLINS. MECHANICAL CONTRACTOR SHALL INSTALL PHOSPHATIZED OR "PINTGRIP" GALVANIZED SHEET METAL IN ALL AREAS THAT WILL BE PAINTED. COORDINATE ROUTING OF DUCTWORK WITH LIGHTING FIXTURES SUPPORTS AND EXISTING PIPING. OFFSET AS NEEDED. TYP. ® (N) WALL MOUNTED THERMOSTAT © 48" AFF. Q7 (N) CEILING MOUNTED EXHAUST FAN. ® TRANSFER AIR DUCT. MOUNTED HIGH AGAINST CEILING. GRILLES AT BOTH SIDES OF WALL. ® (N) DUCT MOUNTED TEMPERATURE SENSOR © RETURN AIR DUCT. 10 (N) SMOKE DETECTOR IN THE RETURN AIR DUCT, TO SHUT DOWN HVAC UNIT UPON SMOKE DETECTION. 11 (N) CO2 SENSOR © 60" AFF. 12 8 "0 EXHAUST DUCT UP TO ROOF JACK ON THE ROOF. 13 (N) SUPPLY AIR DUCT RISER UP THRU ROOF TO RTU -4. 14 (N) RETURN AIR DUCT RISER UP THRU ROOF TO RTU -4. GENERAL NOTES 1.) HEIGHT OF MECHANICAL DUCTS AND UNITS TO BE 15' -0" ABOVE FINISHED FLOOR OR HIGHER. VERIFY CLEARANCE AND CONTACT ARCHITECT IF NOT FEASIBLE. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 27 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER M 12 0� s EXPIRES: 09/30/2012 NO. REVISIONS MAY 07, T 2012 ERIC MARQUART ❑ GREG ENDOM ❑ STEVE HIGGINS ❑ 409.f .4% :.mot 4.01: .� ACIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 MECHANICAL FLOOR PLAN JOB NO. 11 4360 20 DATE DRAWN MP CHECKED SR —E3 22"X18" 22 X18" JJ ><1 (4) _L- :1 1 MECHANICAL ROOF PLAN SCALE: 1/8" = 1'-0" KEYED NOTES (E) ROOFTOP PACKAGED HEAT PUMP UNIT TO BE RE—USED. (N) TOILETS EXHAUST ROOF JACK. LOCATE AT LEAST 10'-0" AWAY FROM OUTSIDE AIR INTAKE OPENINGS. (E) RA DUCT DOWN THRU ROOF. (E) SA DUCT DOWN THRU ROOF. (N) ROOFTOP PACKAGED HORIZONTAL DISCHARGE HEAT PUMP UNIT. (N) 22"X18" RA DUCT DOWN THRU ROOF. (N) 22"X18" SA DUCT DOWN THRU ROOF. DUCT SUPPORTS PLACING PER SMACNA REQUIREMENTS. TYP. (N) CONDENSING UNIT FOR WALK—IN BOX. FINAL LOCATION ON ROOF TO BE VERIFIED AND COORDINATED WITH BEVMO REP Re/10/ga) FOR e0DE COMPLIANCE APPROVED JUL 2'7 2012 City of Tukwila BUILDING DIVISION 7 SI" RECEIVED MAY 1 1 2012 PERMIT CENTER EXPIRES: 09/30/2012 N REVISIONS MAY 07, 2012 PERMIT SET BY ERIC MARQUART GREG ENDOM STEVE HIGGINS 0 ACTS ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522-5255 fx: (408) 522-5260 info©acies.net Copyright ()2012 MECHANICAL ROOF PLAN JOB NO. 11 4360 20 DATE DRAWN MP jijj 1j1ii, •j1j• 1W .1 n SkIEET -‚ ROOFTOP UNIT AS TFYLPX CONNECTIONS SCHEDULED VIBRATION ISOLATORS 2 "x2 "x3/16° ANGLE 3/16" FILLET WELD IS REQUIRED (TYP.) BY CONICAL ROOF CAP WITH CAULKED JOINTS. DIM. SHALL MATCH DUCT SIZE SHOWN ON PLANS 26 GA. G.I. FLASHING OVER 4" CONT• CANT STRIP BY ROOFING CONTRACTOR. MAY PE 7, 2012 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESSES RECTANGULAR DUCTS MAXIMUM SIZE (INCHES) STEEL {MINIMUM THICKNESS, NOMINAL) ALUMINUM (MINIMUM THICKNESS, NOMINAL) > ��/if/ ;�/��. �� �� �� 3x6 x1/4 PLATE » » 3 8x5 LAG BOLTS v / TYP. 3/16" / V " ,. 4 OD O 1 CALIFORNIA BETWEE REDWOOD TO SPAN BETWEEN EXISTING PURLINS PRESSURE TREATED THROUGH 12 13 THROUGH 30 31 THROUGH 54 55 THROUGH 84 OVER 84 0.022 INCH (26 GAGE, GALV.) 0.028 INCH (24 gg AE GALV.) 0.034 INCH (22 E , GALV.) 0.040 INCH (20 GAGE, GALV.) 0.052 INCH (18 GAGE, GALV.) 0.020 INCH (N0. 24 B &S GAGE) 0.025 INCH (N0. 22 B &S GAGE) 0.032 INCH (N0. 20 B &S GAGE) 0.040 INCH (N0. 18 B &S GAGE) 0.051 INCH (NO. 16 B &S GAGE) 3/4 CD ROOF JI 11 Its Allk WOOD SLEEPERS. �� 2" / \ 16 GA. CHANNEL 12 HIGH X 2 DEEP PLUS WOOD CURB. �: 12" j t It ■ .i... ROOFING i 1� : 'i ROUND DUCTS r� ..��. �,I�r r T /Oil 'i �II M� MAXIMUM SIZE (INCHES) ( SPIRAL SEAM DUCT LONGITUDINAL SEAM DUCT FITTINGS MINERAL CAP SHEET SET IN 30 #/100 SQ. FT. HOT ASPHALT (12 »x12 ") � PLYWOOD SHEATHING 2 "x4 "x6" SHIM BLOCK UNDER SLEEPER SET IN 20 #/100 SQ. FT. HOT ASPHALT W/ BITUMINOUS FLASHING "DURBIGUM") CORNING DURBI STEEL (MINIMUM THICKNESS, NOMINAL) ) STEEL MINIMUM THICKNESS, NOMINAL) { ) STEEL (MINIMUM THICKNESS, NOMINAL) SECURE TO ROOF STRUCTURE REFER TO MECH PLAN FOR DUCT SIZES, TYP. CONDENSATE DRAIN FRAMING SUPPORT FOR PENETRATIONS BY G.C. THROUGH 12 13 THROUGH 18 19 THROUGH 28 29 THROUGH 36 37 THROUGH 52 0.019 INCH (26 GAGE, GALV.) 0.022 INCH (26 GAGE, GALV.) GALV.) 0.028 INCH (24 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 0.022 INCH (26 GAGE, GALV.) 0.028 INCH (24 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 0.052 INCH (18 GAGE, GALV.) 0.022 INCH (26 GAGE, GALV.) 0.028 INCH (24 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 0.052 INCH (18 GAGE, GALV.) STRUCTURAL SUPPORTS. STRUCTURAL DRAWINGS. WOOD ROOF STRUCTURE DUCT DOWN TO EXHAUST FAN HORIZONTAL RTU NTS 9 DUCT SUPPORT ON ROOF NTS 7 SHEET METAL GAGES NTS 4 ROOF JACK DETAIL NTS 1 FLEXIBLE CONNECTION 5° .. ........, ., . . . . EXHAUST DUCT ��� ''.•.'''• ••" GRILLE FURNISHED WITH FAN ... •.. • , ;' i ..... ; `: ,��::::.:.:;• :. .. <:: ,.i SECURE TO STRUCTURE 1 1/2 "x1 1/2 x16 GAGE DIAGONAL BRACE j •'•' ..•.•: ' :: :: : :. :,:.:.. :: :: :: :..:...... PROVIDE NEOPRENE ISOLATOR PADS ANGLE MOUNTING BRACKET FURNISHED WITH FAN CEILING NOTES: 1-1/8"X12 COLLAR THESE LARGER 3/8" GA. TWO HANGERS ARE FOR DUCTS 25" & THIS HANGER IS (MAY BE USED ON SMALLER DUCTS) 24" DIA. &SMALLER 1/4" BOLT, NUT & DIA. ROD OR 1"X16 STAR WASHER (TYP.) HANGER STRAP (TYP.) 1 "X16 GA. HANGER NUT & LOCKNUT 00.1 STRAP 2" MAX. FOR DUCTS 3/8" BOLT, NUT & STAR WASHER 1"X16 GA. CONTINUOUS COLLAR SHOP FABRICATED SHT MTL CLG DIFUSSER CAP NET INSIDE DIM. SAME AS DIFFUSER NECK ROUND INSUL STUB DUCT SAME SIZE AS FLEX DUCT OPPOSED OPPOSED BLADE DAMPER TITUS OR EQUAL BY G.C. EQUALIZING GRID PERPEND TO STUB DUCT. WHEN REQ'D FULL SIZE OF DIFFUSER CAP. HEIGHT FROM DIFFUSER NECK TO STUB CNTRLN. FLEX DUCT CLAMP FABRICATE FROM 22GA PERF SHT MTL (3/16" HOLES ON 1/4 " CNTRS). FLEX DUCT. PULL INSIDE LINER TAUT REGISTER CONTAINS CONTROL AT GRILLE GRILLE FLANGES MUST COVER DUCT FLANGES SEE FLOOR PLAN DRAWINGS FOR DUCT SIZE AND LOCATION OF REGISTERS AIR FLOW DUCT AROUND I i GA. � I I 1"X16 SPLIT RING (TYP.). DUCT ANOTHER ROUND �� GA. DUCT CONTINUOUS HANGER STRAP EACH STRAP ADJACENT TO ONE AT HANGER LOCATION (TYP.) HANGER II DRAWN TIGHT AROUND DUCT 1 Gam' AIRFLO` ',rood AIR EXTRACTOR . (WHEN REQUIRED) ADJUSTABLE VOULE – DAMPER �jJJJJjj)JI(ll[ll[[i. /( ROUND AIR SUPPLY REGISTER, 30 SURFACE MOUNT TO DUCT SPIRAL DUCT IIIIIIIIIIIIIIII) 1"X16" STRAP 3 8" DIA. ROD OR 1 "X16 GA. HANGER GA. HANGER STRAP (TYP.) 60" I 2 "X2 "X1/8" ANGLE TOP 8c BOTTOM I I . iIIIIIIIIIIIIII[41 MAX. l . CLG DIFFUSER. FASTEN TO CAP W/ SHT MTL MIN ONE PER SIDE. TYPICAL SUSPENDED LAY —IN CEILING NOTES: MR i� ,i IIIIII���) II��IIIIII 111Mcii 30' •Ww ��30 / SUPPLY REGISTER � TRIM ®45: 61 OVER (TYP.) ANGLE TYP.) & "MAX - SHEET METAL 1 "X18 GA. STRAP SCREWS (TYP.) OVER DUCT (TYP.) NOTES: OVAL DUCT HANGER /RECTANGULAR 1. REFER TO SPECIFICATIONS FOR HANGER SPACINGS. 2. ATTACHMENTS TO OVERHEAD STRUCTURE SHALL BE MADE IN ACCORDANCE WITH STRUCTURAL ENGINEER'S REQUIREMENTS AND WEIGHT LIMITATIONS. ALL ATTACHMENT METHODS TO STRUCTURE SHALL BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW. 1. PROVIDE SUPPORT FOR DIFFUSER & CAP PER CODE. 2. EQUALIZING GRID REQ'D ON SUPPLY AIR DIFFUSERS ONLY. DUCT -MOUNT SU P P L 1 REGISTER NTS 8 DUCT SUPPORT DETAILS NTS 5 CEILING DIFFUSER DETAIL NTS 2 CEILING EXHAUST FAN DETAIL NTS 10 SLOPE NOT TO EXCEED 1" TURNING VANES, RECTANGULAR DUCT IN 4" Q © ),,,,...... 0 7 s- SEE DETAIL ON THIS — ROUND DUCT SH ET 208V/3ph/60hz CIRCUIT BREAKER OR FUSED 115V/1 ph /60hz SYMBOL DESCRIPTION I e/21A1 .' ; ;.. �'� - TYPICAL RE TANGULAR TO ROUND TRANSITION = SE THIS DESIGN „lock 1- 11 SLOPE NOT TO 1" IN 4" DISCONNECT ► POWER WIRING BY ELECTRICAL CONTRACTOR LOW VOLTAGE BY TEMPERATURE MECHANICAL CONTRACTOR FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR (N) �Y, CO CO USE THIS DESIGN WHERE SQUARE 90' , ELBOWS ARE SHOWN I ni ELS ARE SHOWN ON PLANS WHERE 1» TYPICAL RECTANGULAR TRANSITION 2 ON PLANS OR IF SPACE CONDITIONS DO NOT PERMIT ROUND ROUND 90° • INSTALLATION NOTES �, E 0 INSTALLATION DETAIL OF TURNING VANES 1. ALL DUCTS SHALL BE CONSTRUCTED AND ERECTED IN A NEAT AND WORKMANLIKE MANNER. (N) M O 90' ELBOWS SQUARE 90' ELBOWS R.A. SMOKE DETECTOR o 0 0 w J —o �� o z (E) 1• THIS DRAWING IS FOR COORDINATION ONLY 2. MECHANICAL CONTRACTOR TO PROVIDE DETAILED WIRING DIAGRAMS OF ALL HVAC EQUIPMENT FOR REVIEW AND COORDINATION WITH ELECTRICAL CONTRACTOR. 3. THE FINAL CONNECTION AND SUPERVISION OF ALL CONTROL WIRING AND INTERLOCK WIRING SHALL BE THE RESPONSIBILITY MECHANICAL CONTRACTOR. 4, MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS BID ALL THE WORK PRESENTED ON THIS DRAWING. 2. DUCT SHALL BE CONSTRUCTED OF THE WEIGHTS, GAGES AND MATERIAL SHOWN IN THE SCHEDULE CONSTRUCTION OF 90' ELBOWS ON THESE DRAWINGS. SMOKE DETECTOR SYSTEMS SUPPLYING' ® N JUNCTION BOX MAIN 3. THE DIMENSIONS SHOWN FOR ALL DUCTS SHOWN IN PLAN GIVE THE WIDTH FIRST AND THEN THE TURNING AIR IN EXCESS OF — — _ ° VANES, SEE A K 4d*A. DETAIL ON 4 THIS SHEET �L• HEIGHT. — OF 2000 CFM — — SEE ROOFTOP UNIT SCHEDULE FOR UNIT IDENTIFICATION --� LIGHT SWITCH • 4. DUCT RISERS SHOULD BE SUPPORTED BY ANGLES AT EVERY FLOOR. AT 7i2,y BRANCH » ” 5. AIR TURN SHALL BE INSTALLED IN ALL ABRUPT ELBOWS TO PREVENT TURBULENCE. .' , W inuiltall NM USE THIS DESIGN WHERE ROUND 45° SE THIS DESIGN 6. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. ROUND BRANCH TAKE OFF 8– CONDUCTOR © �� CABLE RTU RTU RTU RTU 4 ROUND ELBOWS ARE SHOWN ON PLANS 45• ELBOWS SQUARE WHERE ROUND 45' ELBOWS ARE SHOWN 7. DIVERGING TRANSITION PIECES SHALL BE MADE AS GRADUAL AS POSSIBLE. ON PLANS MAIN 8. INSTALL FIRE DAMPERS IN ACCORDANCE WITH UL 555. 45' ELBOWS v ®© 4 / © MOTOR -. REVIEWED FOR ODE COMPLIANCE APPROVED JUL 2 7 2012 City ofI -Amin a BUILDING DIVISION RECEIVED ,,PV z ��S of WASy�Gq� oh�� H��o% 1 9. ACCESS PANELS SHOULD BE PLACED BEFORE AND/OR AFTER EQUIPMENT INSTALLED IN THE DUCT. L II CONSTRUCTION OF 45' ELBOWS BRANCH 10. DUCT AREA SHOULD NOT BE DECREASED MORE THAN 10°�o WHEN OBSTRUCTIONS CANNOT BE AVOIDED, AND THEN A STREAMLINED FITTING SHOULD BE USED. 11. FLEXIBLE FABRIC CONNECTIONS (OR EQUAL) SHOULD BE USED ON BOTH INLETS AND OUTLETS OF TAKE OFF ALL FANS AND AIR HANDLING UNITS. (N) THERMOSTAT TURNING VANES, SEE DETAIL ON THIS SHEET SQUARE BRANCH - — // — — INSIDE THE m EXHAUST FAN MAY 1 1 £UIL G' y (N) RECEIVING'S OFFICE REMOTE SENSOR O ® RESTROOMS IN THE RETURN AIR DUCT (N) PERMIT CENTER 12. JOINTS AND SEAMS OF SUPPLY DUCTS SHALL BE FASTENED SECURELY AND MADE AIR TIGHT. CONSTRUCTION OF BRANCH TAKE OFF FROM MAIN ' ,; 4 36755 0 �v F0,sTER� G \a DUCT CO STRUCTION DETAILS CONSTRUCTION NTS 6 CONTROL `s.1��1..k. CO TROL DIAGRAMS bhRES: 09,30201 116) O 3 CAS c i �,u d cp (1) _ CD • 2 CI) e 2 i 215 3 � ill y ea r, m 0 r� NO. REVISIONS BY MAY PE 7, 2012 ERIC GREG STEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ t ACIES ENGINEERING 111W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 MECHANICAL DETAILS & CONTROLS JOB NO. 11 4360 20 DATE 07/18/11 DRAWN MP `CHECKED SR SHEET M6.1 of SHEETS +I O z (N)SHAPED 6X12 MIN., TYP. EQUIPMENT SCHEDULE ITEM DESCRIPTION DIMENSIONS (INCHES) WT. W L H (LBS.) (N)RTU -4 53.25 88.625 40 802 (E)5) "X GLULAM BEAM PER PLAN 4,L'. FAT! I (N)MECH. UNIT #10 SCREW TO UNIT © 12" 0.C. MIN., TYP. (N) METAL CURB BY MANUFACTURER W/ #10 SCREW 0 12" 0.C. W/ 2" EMBED. TO (N)6X, TYP. �►A L5X3XYa X3" LONG ANGLE EA. SIDE OF (N)6X W/ % "0 THROUGH BOLT (TYP. AT EA. END) Ya "0X4Y" SDS, TYP. L (N)SHAPED 6X12 MIN., TYP. 3" TYP. r-2- ROOF TOP UNIT DETAIL K-} A LA35 EA SIDE AT EA. END OF (N)6X (E)3 "X GLULAM BEAM PER PLAN V.I.F. 1 /2" = 1' -0" 0 N i BEVERAGES & MORE RETAL AREA c2) 85' -0" 1 ADJ. STORE (4) (5) 20' -0" i 20' -0" i 25' —O" i 20' -0" (E)GLULAM 5Ys "X24" © X �Y. w ( E)GLULAM 5Y8 "X9" • x w I I X (E)GLULAM 5Y8 "X24" LB 3Y8 "X 13Y2" (N)6X (N)6X12 0 0 d- X W DO. II 2 • ,41 X 0 w REPLACE (E)UNIT W/ (N)MECH. UNIT (WT.= 804LBS) ( E)GLULAM 5Ys "X24" PO PO X PO J 0 w (E)GLB 3Y8 "X13Y2" (E)GLB 3Y8 "X13 >< J w (E)GLULAM 5Y8 "X22Y2" © X w (E)GLB 3Y81 "X13Y2" X m 0 w J W (E)UNIT (E)UNIT DO ( E)GLULAM 5Y8 "X25Y2" (E)PLYWD SHEATHING DO. /\ E 2X ' -0" O.C. V • X d- w DO. w (E)2X STUD WALL DO. ci 0 0 © X w X J 0 w m 0 r, (E)UNIT DO. [0 6 X 0 e) M 021 J 0 0 w© 7 Ml� ors X W REVIEVVEU �QR pE COMPLIANCE APPROVED I JUL 2 7 2012 City of Tukwila BUILDING DIVISION �J �i'1 PARTIAL ROOF FRAMING PLAN 1 /8" Of RECEIVED JUL 20 2012 PERIA " CENTER INCOMPLETE iffiIIIIIII 11'1ililllll , 'T R# ,IIIIIIIIIII NORTH VI 1 laig° 075 p 3� i� Aft OI� � o th d" w dt 135 a) 2 es X03 z 41) NI I .5 tftw •st m NO. REVISIONS 131' ERIC MARQUART ❑ GREG ENDOM ❑ STEVE HIGGINS ❑ PLAN & DETAILS JOB NO. 11 4360 20 DATE MAY 7, 2012 DRAWN PL `CHECKED KY J SHEET S1®2 OF SHEETS