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Home My WebLink AboutPermit M10-179 - JOS A BANKJOS A BANK 321 STRANDER BL M10 -179 City of/Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: //www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: Address: 2623049064 321 STRANDER BL TIIKW Project Name: JOS A BANK Permit Number: Issue Date: Permit Expires On: M10 -179 04/22/2011 10/19/2011 Owner: Name: Address: Contact Person: Name: Address: Email: REGENCY CENTERS LP C/0 PROPERTY TAX DEPT , PO BOX 790830 78279 ALLISON WALKER 2495 CAMPUS DR - 2ND FLOOR , IRVINE CA 92612 ALLIS ON W@ C C ARC H ITE C TS . C O M Contractor: Name: EVERGREEN REFRIGERATION LLC Address: 727 S KENYON ST , SEATTLE WA 98108 Contractor License No: EVERGRL954R2 Phone: 949 - 833 -1930 Phone: 206 763 -1744 Expiration Date: 01/06/2012 DESCRIPTION OF WORK: INTERIOR ALTERATION WITH HVAC WORK CONSISTING OF NEW SUPPLY AND RETURN SYSTEMS FOR (3) ROOFTOP UNITS, REPLACEMENT OF (1) EXISTING ROOFTOP UNIT, (2) NEW EXHAUST FANS. Value of Mechanical: $22,000.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $453.06 International Mechanical Code Edition: 2009 Date: 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: i�� Print Name: / C7e4i:7,7/q/1 Date: - 741,// 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 M10 -179 Printed: 04 -22 -2011 • • PERMIT CONDITIONS Permit No. M10 -179 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: 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. 5: 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). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 7: 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. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: 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 #2051) 10: 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) 11: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 12: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 13: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 14: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 15: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: 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 M10-179 Printed: 04 -22 -2011 CITY OF TUKtllkA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us SITE LOCATION Building Pet No. to-- 3 Mechanical Permit No. ' 1 '7 et Plumbing/Gas Permit No. G,( 0-1 / 3 Public Works Permit No. Project No. (For office use only) 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.: 6 �. 3 O " 9,01011 Site Address: z \ j k1rG\na.,_t, Suite Number: J2 Floor: Tenant Name: ,) 'Y - C\\ \A\ New Tenant: (l Yes D.. No C tiVA s — �v\ � - c V\ o \ cc AA ,3J *k \ COD JC\ hUA ( 'CI Li City ( V (14,4, State Property Owners Name: P C, V\ C Mailing Address: oi C\ C1 c1 C) CA Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: IA( ■SOY\ w C\\ -eV- Day Telephone: (c1 q `l 3 C Mailing Address: N % ((,A \(V 1 ) \-:)V , 2 r■cfic (C ` (-At l v ( 14 ? c City State Zip E -Mail Address: \� ��.�C \ V\1 C C L' \V t \� (Q1 "ax Number: (\ -1 ? - l t t-.1 (l GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 1 \3 V Mailing Address: City State Zip Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: IARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: C CA \ v ■ V J - C OGA w [ j f4.1/, ' A l , Mailing Address: °�L CI5 C CW\Ap ..'`> Q V - 2 rA ki 1 Ol` ' 1 W .\ ‘ivZ (b\ °12 (.0 1 ? A ` + / City 2 J Zi Contact Person: \ k 1\ son \! 3 a` �1-t V Day Telephone: .. CM l C\ 1 ` 0 E -Mail Address: (R1 \ \<-4';\("N C. C ow C L"\ tt . C t5 ' Fax Number: (Ci y ) 3 —1 0.--1 0 ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: L V V\ C\ C\A Vl G, ■ VN Q I V S , 1 1 Ac • Mailing Address: O - �-"I Z V`\C\ Q .e - O 4� G*V i \G. 1.) o gC ) 2 Li City !! State Zip Contact Person: 1U \cv, \i \cam , Day Telephone: t t- O2 J S�1 1 E -Mail Address: VN V�/1 cf\ V\ V\'‘ `_>C \r1G'\C- K e. - Fax Number: (, Lk O Z ck 1 - L -M vv. H:\Appliiations\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid pri. $ Tho Existin ilding Valuation: $ Scope of Work (please provide detailed information): \ 1'\- --e 1 O V C - t \ t v' c\ 4 C ` , y 1 - V - � \ r ■ s w_Ck t CAV c:.v\'∎ r C2-\A) V(71 1 I , vN‘cCa --i 1. (.tom' Cc'\ \ ( \d L V\A1\ Will there be new rack storage? ❑ ....Yes X..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (• of the foundation of all structures, plus any decksagver 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, pro , • e the following: �. Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentat • that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls ovided: Standard: Will there be a change i se? ❑ Yes FIRE PROTECT N/HAZARDOUS MATERIALS: Compact: Handicap: ❑ No If "yes ", explain: A„ Sp klers k Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be st age or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes' • ttach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ Applications 'Forms- Applications On Line.2010 Applications\7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure " ew Type of Construction per IBC Type of Occupancy per IBC lat Floor L\ \ c v ' \V — \QJ k'j1 2' Floor - 3rd Floor f Floors thru :f Basement jr lr Accessory Structure* Attached Garage \ Detached Garage Attached Carport ,rr Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (• of the foundation of all structures, plus any decksagver 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, pro , • e the following: �. Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentat • that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls ovided: Standard: Will there be a change i se? ❑ Yes FIRE PROTECT N/HAZARDOUS MATERIALS: Compact: Handicap: ❑ No If "yes ", explain: A„ Sp klers k Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be st age or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes' • ttach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ Applications 'Forms- Applications On Line.2010 Applications\7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 MECHANICAL PERMIT INFORMATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFo114ATION W Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ T+I Scope of Work (please provide detailed information): \' \\ 4. V (,Y ri \ 1<" (�� 1 , \J C U�� c' C c�‘�s k -k- C44 \IN4 � C pp i y (-lvn cl \r 1-k' J SA/s.- Vv\S Q C' V O iL -t--Go J V i? p\ C \C L >-4: j V'C1 V' GG V - C V Q U\) i(K 1;' \c S{- V' v- S. Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel Type: Electric ❑ Gas.... g Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qv Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnac :e <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser ` 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct a. Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM 1 Incinerator — Comm/Ind H:\ Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 4 of 6 PUBLIC WORKS PERMIT INFOITION - 206 - 433 -0179 Scope of Work (please provide detailed information): 1 \-\ t,V \ c V CA \\--- CA/CV-VA IV\ ■ t C. r-'L) VOL � vv\ Q C -rn vN ∎ c rA r 1 Q C -\r\ C CAr CX `uv-N-\\Ot r-\i Call before you Dig: 1 -800- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ... Water District # 125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate Septic System: ❑ On -site Septic System — For on -s septic system, provide 2 copies of a current septic desi ❑... Highline ❑ ,..Valley View . ❑ ... Renton ...Sewer Availability Provided Submitted with A s r lication mark box which a .. Civil Plans (Maximum Paper Size — ID .. Technical Information Report (Storm D ❑ .. Bond ❑... Insurance " x 34 ") age) . Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right -of -way Use - Nonprofit for less than 72 hou ❑ .. Right -of -way Use - No Disturbance ❑ .. Construction/Excavation /Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ... Geotechni ❑ ... Mainte ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Wate ❑... Renton Report ce Agreement(s) proved by King County Health Department. ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) ..Right-of-way Use - Profit for less than 72 hours ...Right-of-way Use — Potential Disturbance 0... Work in Flood Zone ... Storm Drainage 0... Ab. `don Septic Tan D...0 rb Cut avement Cut Looped Fire Line 0... ❑ .. Permanent Water Meter Size.. ❑ .. Temporary Water Meter Size . ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension ❑ .. Water Main Extension FINANCE INFORMATION Fire Line Size at Property me ❑ .. Water Monthl Sery : in to: Name: >> blic Public » 0... Grease Interceptor 0... Channelization ❑... Trench Excavation ❑ ... Utility Undergrounding WO# WO # WO # Private ❑ Private ❑ ❑ .. Deduct ater Meter Size It ❑ .. Sewer Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billina: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms- Applications On Line12010 Applications\7 -2010 • Permit Applieation.doc Revised. 7 -2010 bh Page 3 of 6 PERMIT APPLICATION NOTES —.cable to all permits in this application 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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. BUIL:DING OW OR A I'M RIZED AGErI Signature: / //, ,• LE% /"/ Print Name: ,4 /(Se 'I Mailing Address: C'iijY)1ow :Ate, !rk- /IPL,/!& Date: /a f /S /jr Day Telephone: 9119 "03:3 1930 City State Zip Date Application Accepted: f D Date Application Expires: f H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7.2010 bh Staff Initials: Page 6 of 6 PLUMBING AND GAS PIPING PERAIOINFORMATION — 206 -431 -3670 • PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ "T') Valuation of Gas Piping work (contractor's bid price): $ "TIN) ) Scope of Work (please provide de i iled information): `• �'1 -� - U' i 0 V Ck a V r1t.1 V1 ! r -l��'1 �7 N\106/---No) 0 S `, c -� 1 rl C `. � « \n �- `-1v 4r C. U O J cr■ v m c,-41 C %\ v\\(` kv,c\ \c 1ocv Y \\ A {\ A-'(v pV SS (WW1 Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: wer: Indicate type of plumbing fixtures and/or gas piping outlets b inst• ed and the quantity below: Fixture Type: Qty Fixture Type: Qty ". iture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet _., hes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food- i',aste grinder, commer'i Floor Drain 2. Shower, single head trap Lavatory Wash fount', n Receptor, indirect waste Sinks Urinals ,: / Water Closet °•, u - Building sewer and each trailer park sewer L Rain water system — per drain (inside building) Water heater and /. vent / ,/ Industrial waste tre:14., ent interceptor, including'Ip • type and vent, except for kit jinn type grease interceptors °,: Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or eration of water pi (g and/or water treatm t equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Bal) flow protective d - 4 ice other than ospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applications Porms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 2623049064 Address: 321 STRANDER BL TUKW Suite No: Applicant: JOS A BANK RECEIPT Permit Number: M10 -179 Status: APPROVED Applied Date: 12/16/2010 Issue Date: Receipt: No.: R11 -00791 Initials: WER User ID: 1655 Payment Amount: $362.45 Payment Date: 04/22/2011 02:24 PM Balance: $0.00 Payee: EVERGREEN REFRIGERATION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 004817 362.45 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 362.45 Total: $362.45 doc: Receiot -06 Printed: 04 -22 -2011 • • wqs City of Tukwila ti Department o Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Parcel No.: 2623049064 Address: 321 STRANDER BL TUKW Suite No: Applicant: JOS A BANK RECEIPT Permit Number: M10 -179 Status: PENDING Applied Date: 12/16/2010 Issue Date: Receipt No.: R10 -02521 Initials: WER User ID: 1655 Payment Amount: $90.61 Payment Date: 12/17/2010 10:30 AM Balance: $362.45 Payee: CARLILE COATSWORTH ARCHITECTS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 20651 90.61 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 90.61 Total: $90.61 rinr. RPraint -0A Printpri• 12 -17 -2010 = a.`Fy�,g °",�..:�r .,a+4 .; . INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje 6.5 r} 3 A n1 tG Type of Inspection: Iii nl A L 1( Y^ 'it ( Address: .3 ,2/ -57,124frvOcie Bt Date Called: r Special Instructions: Date Wanted: a.m. Requester: Phone No: raoG-6,75- 31gZ. pproved per applicable codes. Corrections required prior to approval. 7 COMMENTS: 1( Y^ 'it ( 1) 144e ic-ilk 07 ( r 1 Ins ctor. Dat : 4 n REJ SECTION FEE REQ ED. Prior o next inspection, fee must be pi d { 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • ri Cr,1 ' ; • ;: 7-717.7Pr: 1.7 Ttrtrrt. 'K.' • "::"Atr,'!?... -"f.4 '••••- • • -.71fri T544° INSPECTION NO. INSPECTION RECORD. Retain a copy with permit /4/0- /79 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: Ons 6 3 ri&le Type of Inspection: 1 Address: --?01 / _.5 7"/ libt/.1) i R Date Called: Special Instructions: Date Wanted: a.m. Requester: L"?..o."./ 7 -0.5. le 1,1 Phone No: a2 6 6 - 243- 2Riii9 _ ElApproved per applicable codes. EJCorrections required prior to approval. COMMENTS: ? 4 . - 9 _5170 /.4 e" .54 i 04 ?...)e)-7 ,./4. ... 4,w( 3, ',7,r' p i ,,,z. i - , A■ , - - - • . . : \ . - espetsjr: I44., / Date: VREINSPECTIO FEE REQtJED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reihspection. . . ; -g. • .2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of�Inspection: . ^ , / I i ?epi. - //V ` �/0 h /�1/ A ress: Date Called`. Special Instructions: Date Wanted: 5 ^.L4 — /1 . a m �..p,rn' Requester: Phone No: Approved per applicable codes. EiCorrections required prior to approval. COMMENTS: , / I i ?epi. - //V ` �/0 h /�1/ ,.... f39 /iti %/ c .Slack Ire/ ` Date: ri ❑ REI PECTION FEE REQUIR D. Prior to r xt inspection. fee must be pa' 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M1 i�p • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t2' • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 • . Permit Inspection Request Line (206) 431 -2451 c� rriq PrQje IType .1.2S A- !3 l k f Inspection: f�. ©J 6,44- -.A/ . Address: 32,1 A--AM Date Called: Special Instructions: Date Wanted: ! 1 Requester: Phone No: ElApproved per applicable codes. COMMENTS: • ;.s EllCorrections required prior to approval. f : '4 kick Otter +1A► S ( 1Z01b. firea.,lJtoTtt ) spect o r• Date: k,MA41 / I .,. pct ty -'_!- r) -_ t 1 SPECTION FEE QUIRED. Pf for to next inspecjjon,,;fee must be at 6300 Southcent Blvd.. Suite 100. Call to schdule-reinspection. • • fY • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /11j0-1f9 PERMIT NUMBERS . CITY OF TUKWILA FIRE DEPARTMENT 444 Andover,Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: SAS - 1 .q. Type of Inspection: toeck. F vv.. I 1 FA Fire Alarm: Add ss: 3� , S kdG, Q, Suite #: _ Contact Person Ti 6+.. (ck Special Instructions: Phone No.: M e c4 . Fou, Approved per applicabre codes. \Corrections required prior to approval. COMMENTS: Sprinklers: • Fire Alarm: /14-Pc%. File. 1 0� Monitor: Pre -Fire: IPermits: Occupancy Type: --- E.LA, tvu & s w-0 d,4-- t 0.rc -.c ei J 1 1 I a At -410 I de leArbvs GS hv(cssct -1 er JV F(4 h . le -- J°, j4 ) ( ,C i-€ alliv I• k4.4 )c - ko -"/ y • Needs Shift Inspection: Sprinklers: • Fire Alarm: Hood & Duct: Monitor: Pre -Fire: IPermits: Occupancy Type: [Inspector: Al-,,‹ 1 c Date: —> —/ / Hrs.: 1 1 $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: 1 Company Name: Address: City: 1 State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • FILE COPY Permit No., STRUCTURAL CALCULATIONS FOR Jos A Bank Tenant Improvements Tukwila, WA KPFF Job #211023 February 11, 2011 REVIEWED FOR CODE COMPLIANCE Apoon JFf MAR 222011 City of Tukwila BUILDING nlviSIGN RECEIVED MAR 18 2011 PERMIT CENTER @Copyright 2011 by KPFF Consulting Engineers. No part of this document may be reproduced or distributed in any form or by any means, or stored in a database or retrieval system, without the prior written permission of KPFF Consulting Engineers INCOMPLETE LTR #_J_ MIO79 MD. 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Pe.> ) 6/6) (-74,19 \ _ 173e-7 -5 70 mil Consulting Engineers 18500 Von Karman Ave., 10th Floor Irvine, CA 92612 (949) 252 -1022 Fax (949) 252 -8082 project -t)S /q-'. 64-101 i j) . location 7`1/ /( IV/ LA-, LAM client by date 2/3/j / sheet no. 7— job no. :al OL 3 Fa ' ' (-0 A /7 e l d Pon- , -io -''ArD T) / 4-&//: L_t/i 1-1— "V__:=2_,o = -3 atZ L 'J o S�__ 7 = 1 . r; 14°1 TT/ V (i- " (1.1t) V,41-`7 'gbr < doolf • 091 z-teT, (a, <. 7116•1%-.--- off L- v 1/ = 6-1 3 ° (G/, 1 3 ) v4- �. ©k f 4, -) (bi, a) -0t' oh' r Si '1'°5o £ 35-1 6,1s4 Lev 2.37/16 v i.vilSJ 1\u0v✓ L-e o 0 Schnackel engineers, January 25, 2011 Dave Larson Senior Plan Examiner Tukwila Building Division RE: Project Name: Jos. A. Bank - Tukwila Schnackel Project No.: 100599 Dear Dave: This letter is in response to plan review comments dated December 21, 2010 and January 3, 2011. December 21, 2010 Item 1 - Please provide structural calcs and framing details for roof modifications necessary to support the new HVAC unit. The architect shall resolve this comment. Item 2 - Please provide fresh air calcs and details for the new rooms or areas. Confirm make up air requirements for exhaust systems. See sheet M -501 for Outdoor Air Calculation table. January 3, 2010 Item 1 - Please show a main egress path connecting the two exits in the retail area. The minimum width is 36 inches per section 1017.2 IBC. Emergency lighting needs to be provided along this aisle with an average of 1 footcandle of light measured at the floor level but not less than .1 foot - candles. One emergency light is required on the exterior side of each exit door to light the exterior landing. It would be best to show the main egress aisle on the fixture plan, as this aisle must remain unobstructed. The lighting plan should show emergency light fixtures coordinated with this egress aisle and enough light to provide the required amount of emergency lighting per section 1006 of the 2009 IBC. See new sheet E -121 for all emergency path of egress compliance items. See sheets E -120 and for exterior egress emergency lighting compliance items. INCOMPLETE LTR #� Mao— X79 0 Schnackel Engineers, Inc. 3035 South 72nd Street Omaha, Nebraska 68124 RECEIVED MAR 18 2011 PERMIT CENTER Phone:402- 391 -7680 0 Fax:402- 391 -7488 13 Toll Free: 1- 800 -581 -0963 ® www.schnackel.com Project Name: Jos. A. Bank -iwila •chnackel Project No: 100599 .January 25, 2011 Page 2 Item 2 - A vertical grab bar is required at the side of the toilets per fig. 604.5.1 of ICC /ANSI A117.1 Accessible Standards. Please add this to the elevations of the toilet rooms. The architect shall resolve this comment. If you have any questions, please let me know. Sincerely, Nick Manning, Electrical Designer Schnackel Engineers, Inc. 3035 South 72nd Street Omaha, Nebraska 68124 Phone: 402-391-7680 0 Fax: 402-391-7488 ® Toll Free: 1- 800 -581 -0963 ® www.schnackel.com • Department of Co munity December 22, 2010 Allison Walker Carlile & Coatsworth Architects 2495 Campus Dr — 2 "d Floor Irvine, CA 92612 RE: Letter of Incomplete Application # 1 Mechanical Permit Application M10 -179 Jos A Bank — 321 Strander BI Dear Ms. Walker, • Jim Haggerton, Mayor evelopment Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 16, 2010 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: Dave Larson at 206 431 -3678 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, .^1,L0 Rcoe jr.v. Bill Rambo Permit Technician Enclosures File: M10 -179 W:\Permit Center \Incomplete Letters \2010\M10-179 Incomplete Ltr #1.DOC 6300 S'outhcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ) 1 Tukwila Building Division Dave Larson, Senior Plan Examiner Determination of Completeness Memo Date: December 21, 2010 Project Name: Jos A Bank Permit #: M10 -179 Plan Review: Dave Larson, Senior 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. Please provide structural calcs and framing details for roof modifications necessary to support the new HVAC unit. 2. Please provide fresh air calcs and details for the new rooms or areas. Confirm make up air requirements for exhaust systems. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. • • PE T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -179 DATE: 03 -18 -11 PROJECT NAME: JOS A BANK SITE ADDRESS: 321 STRANDER BL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPAR MENTS: BL ,C, uilding Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 03-22-11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ix Structural Review Required No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 04-19 -11 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • PLAN W /ROUTING SLIP ACTIVITY NUMBER: M10 -179 PROJECT NAME: JOS A BANK SITE ADDRESS: 321 STRANDER BL X Original Plan Submittal Response to Correction Letter # DATE: 12 -16 -10 Response to Incomplete Letter # Revision # After Permit Issued DEPAR MEN S: Building Division IN Public Works El 4Pire`Prevention Structural Planning Division Permit Coordinator n 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -21 -10 Complete ❑ Incomplete Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: jk' `^ (D LETTER OF COMPLETENESS MAIJ�ED: '"/�'�` Departments determined incomplete: Bldg PW Fire ❑ Ping ❑ ❑ Staff Initials: '' TUES /THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01-18 -1 1 Approved Approved with Conditions n 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 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: //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: / I Bt . Plan Check/Permit Number: M 10 H 119 troY Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: A Project Address: �j 4 �C O . l Jt sverri,e WO- Contact Person: All Fay). L A La.. Phone Number: qL-{ q - 83-3 ^J q C) Summary of Revision: } 1 kSrt,'7 1iiici , f to 5712,UOWLAY( ' F fl rt) 12 0.17 tcP U')t7S RECEIVED PERMIT CENT 04 Sheet Number(s): «L I SCR) , S ) 01 , S2-0 j "Cloud" or highlight all areas of revision including date of revisi c Received at the City of Tukwila Permit Center by: 1— Entered in Permits Plus on H:\ Applicahons\Fottns- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 Contractors or Tradespeople Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with Lal 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 1/6/2012 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 a ENGY Construction Contractor General Unused 4/20/2009 4/20/2011 Expired EVERGI'201D7 EVERGREEN REFRIGERATION INC Construction Contractor General Unused 3/27/1980 7/31/2006 Re Licensed Business Owner Information Name Role Effective Date Expiration Date EVERGREEN REFRIGERATION LLC Partner /Member 12/22/2005 Amount PATTON, DAVID Partner /Member 01/06/2006 BAW54192293 PATTON, RODGER Partner /Member 01/06/2006 PATTON, MATTHEW Partner /Member 01/06/2006 Continental Western Ins 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 1 TRAVELERS CAS & 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 07/31/2011 $1,000,000.0007 /29/2010 2 Continental Western Ins Co CWP2640663 07/31/2006 07/31/2010 $1,000,000.00 03/23/2009 1 ALASKA NATIONAL INSURANCE CO 05GLS31381 07/31/2005 07/31/2006 $1,000,000.00 01/03/2006 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 04/22/2011 L_ DUCTWORK W/ LABEL 12/8 EXISTING DUCTWORK W/ LABEL {_} FD W /AD {_ }VD O 0 300 CFM s 14/6 D -3 24/14 G -1 FIRE DAMPER WITH ACCESS DOOR VOLUME DAMPER THERMOSTAT W/ PLASTIC LOCKING COVER. MOUNT @ 48" AFF. REMOTE SENSOR. MOUNT @ 48" AFF. SUPPLY DIFFUSER LABEL RETURN GRILLE LABEL NEW TO EXISTING NOTE: 1. THIS PROJECT MAY NOT USE EVERY SYMBOL OR DEVICE APPEARING ON THIS LEGEND. El HVAC SYMBOL LEGEND TEMPERATURE ZONES UNIT AREAS SERVED EXISTING 5 -TON ZONE 1 EXISTING 4 -TON ZONE 2 RTU- I (10 -TON) ZONE 3 ZONE 2 ZONE 1 ZONE 3 Al TEMPERATURE ZONES 1 2 EXISTING CONDITIONS ARE BASED ON LIMITED FIELD VERIFICATION BY OTHERS. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE PROJECT. B. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR ANY EXTRAS DUE TO THE CONTRACTORS FAILURE TO VISIT THE PROJECT SITE PRIOR TO SUBMITTING THE BID. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER_ FOR RESOLUTION. C. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH DEMOLITION WORK PRIOR TO BIDDING AND START OF WORK. CONTRACTOR I5 RESPONSIBLE TO DEMOLISH ALL EXISTING AS REQUIRED FOR INSTALLATION /CONSTRUCTION OF NEW WORK. D. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES. E. MECHANICAL L FIELD COORDINATE WITH ELECTRICAL CONTRACTOR SHALL L CONTRACTOR FOR ALL POWER REQUIREMENTS. F. THE CONTRACTOR SHALL COOPERATE WITH THE OTHER TRADES 50 THAT THE INSTALLATION OF ALL EQUIPMENT MAY BE PROPERLY COORDINATED. G. ALL EQUIPMENT FURNISHED SHALL FIT THE SPACE AVAILABLE WITH CONNECTIONS IN THE REQUIRED LOCATIONS AND WITH ADEQUATE SPACE FOR OPERATING AND SERVICING. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATE, THE INTENT OF THE INSTALLATION WHILE THE SPECIFICATIONS;AND EQUIPMENT LIST DENOTE THE TYPE AND QUALITY OF MATERIAL AND WORKMANSHIP TO 8E USED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. WHERE A CONFLICT EXISTS BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE HIGHER AND/OR MORE COSTLY STANDARD WILL APPLY. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER WHOSE DECISION SHALL 13E FINAL. NO ALLOWANCE WILL BE MADE SUBSEQUENTLY IN T1115 REGARD ON BEHALF OF THE CONTRACTOR AFTER AWARD OF THE CONTRACT. E2 HVAC GENERAL NOTES A2 HVAC PLAN SCALE: 1/4" =11-0" 2 ENTRY T002 _1 3 H. COORDINATE DUCT ROUTING AND HEIGHTS WITH GENERAL CONTRACTOR. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL CLEARANCES BEFORE STARTING WORK. I. THE CONTRACTOR SHALL INSTALL ALL PIPING, DUCTWORK AND EQUIPMENT AS REQUIRED TO CONFORM THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE CEILING HEIGHTS AND HEADROOM AND MAKE ALL EQUIPMENT REQUIRING MAINTENANCE OR REPAIR ACCESSIBLE. J. ALL DUCT CONNECTIONS TO HVAC EQUIPMENT MUST BE MADE WITH FLEXIBLE CONNECTORS. K. DO NOT ATTACH ANYTHING TO DECK ABOVE. ATTACH TO STRUCTURE (i.e. BEAMS, JOISTS) ONLY. DUCT HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. ALL CONNECTIONS TO JOISTS SHALL BE MADE AT THE TOP CORD. L. ALL DUCT DIMENSIONS INDICATED ARE CLEAR INSIDE DIMENSIONS. ALL CONCEALED SUPPLY AND RETURN AIR DUCTWORK SHALL 5E LINED WITH A MINIMUM OF R -7 ACOUSTICAL DUCT LINER OR WRAPPED WITH FIRE RETARDANT FIBERGLASS WITH A REINFORCED ALUMINUM FOIL JACKET AND SHALL BE APPROVED FOR USE BY SMACNA AND NAIMA. EXPOSED DUCTWORK SHALL BE INSULATED WITH A MINIMUM OF R-3.3 WRAP OR LINER. M. AT THE START OF CONSTRUCTION, THE MECHANICAL CONTRACTOR SHALL INSPECT AND RUN TEST ALL EXISTING HVAC UNITS DESIGNATED FOR REUSE. CONTRACTOR SHALL INFORM THE ENGINEER OF ANY NECESSARY REPAIRS FOR APPROVAL IN A TIMELY MANNER, AS TO NOT DELAY THE PROJECT OPENING DATE. N. TENANT'S CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL UTILITY RUNS AND /OR OTHER IMPROVEMENTS LOCATED ON THE PREMISES PRIOR TO BIDDING. TENANT'S CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL COSTS RELATING TO THE RELOCATION OF, DAMAGE TO, REPAIR OF ANY EXISTING UTILITY RUNS AND /OR IMPROVEMENTS WHICH ARE DAMAGED AS A RESULT OF TENANT'S WORK IN OR AROUND THE PREMISES. 0. ALL ROOFING WORK SHALL BE PERFORMED BY LANDLORD'S APPROVED SALES AREA 4 ROOFING CONTRACTOR AT TENANT'S EXPENSE, IF REQUIRED IN LEASE OR TENANT CRTITERIA MANUAL. P. MECHANICAL CONTRACTOR SHALL PROVIDE TENANT WITH A WRITTEN ONE (1) YEAR MANUFACTURER'S WARRANTY ON ALL HVAC EQUIPMENT PROVIDED AND / OR INSTALLED. THE WARRANTY SHALL INCLUDE ALL LABOR, MATERIALS AND THREE (3) ROUTINE SERVICES INCLUDING FILTER CHANGES DURING A ONE (1) YEAR PERIOD. Q. AT THE COMPLETION OF CONSTRUCTION AN NEBB, AABC.ORTABB CERTIFIED AIR BALANCE REPORT SHALL BE SUBMITTED TO THE ENGINEER AND LANDLORD. THE BALANCING MUST BE COMPLETED BY AN INDEPENDENT, THIRD PARTY CONTRACTOR WITH NO TIES TO THE INSTALLING CONTRACTORS. R. COMMISSIONING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 1416 OF THE WASHINGTON STATE ENERGY CODE. - A COMMISSIONING PLAN SHALL BE DEVELOPED IN ACCORDANCE WITH SECTION 1416.2 1 - POST CONSTRUCTION COMMISSIONING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 1416.2.4.2. - PRELIMINARY AND FINAL COMMISSIONING REPORTS SHALL BE PREPARED AND PROVIDED TO THE OWNER IN ACCORDANCE WITH SECTION 1416.2.5. MALL COORDINATION: AA. THE CONTRACTOR. SHALL OBTAIN A COPY OF THE LANDLORDS TENANT CRITERIA MANUAL. TENANT CRITERIA MANUAL 15 AN INTEGRAL PART OF THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH LANDLORD REQUIREMENTS AT NO ADDITIONAL COST TO THE TENANT. AB. PARTS OF THE BASE BUILDING SYSTEMS THAT FALL INTO LEASE LINE SHALL REMAIN UNDISTURBED UNLESS NOTED OTHERWISE. AC. PROVIDE ALL NECESSARY WIRING, RELAYS, DETECTORS, COMPONENTS, ETC., FOR FIRE ALARM OR CONTROL SYSTEM INTERLOCK IF APPLICABLE. VERIFY WITH MALL PERSONNEL BEFORE BID. FITTING AREA 004 B n WOMEN'S TOILET 005 PROVIDE NEW EXHAUST FAN AS NOTED ON PLANS AND SCHEDULED ON SHEET M -601. THE CONTRACTOR SHALL FIELD VERIFY THAT THE LOCATION SHOWN 15 A MINIMUM OF 1 5'-0" FROM ANY OUTDOOR AIR INTAKE. PROVIDE 8/G EXHAUST AIR DUCT UP TO EF- I ON ROOF. PROVIDE I 0 /10 EXHAUST AIR DUCT UP TO EF -2 ON ROOF. CONTRACTOR SHALL UNDERCUT DOOR 3/4 ". EXISTING CARRIER MODEL 48TMD006 5 -TON ROOFTOP UNIT TO REMAIN. THE CONTRACTOR SHALL BALANCE THE UNIT TO PROVIDE 2,000 CFM OF SUPPLY AIR AND 310 CFM OF OUTDOOR AIR. VERIFY SU FIELD L L V EXACT LOCATION. O EXISTING CARRIER MODEL 48TFD005 4 -TON ROOFTOP UNIT TO REMAIN. THE CONTRACTOR SHALL BALANCE THE UNIT TO PROVIDE I ,600 CFM OF SUPPLY AIR AND 245 CFM OF OUTDOOR AIR. FIELD VERIFY EXACT LOCATION. OEXISTING CARRIER MODEL 48DJE004 ROOFTOP UNIT AND CURB TO BE REPLACED. REFER TO SHEET M -601 FOR NEW ROOFTOP UNIT SCHEDULE. 0 PROVIDE NEW FULLY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT WITH AUTO CHANGE OVER AND AUTO SET BACK, AND A REMOTE SENSOR. THE THERMOSTAT SHALL BE CONFIGURED FOR AVERAGING OPERATION. MOUNT THERMOSTAT AT 48" ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER. COORDINATE LOCATION WITH WALL GRAPHICS LAYOUT. THE THERMOSTAT SHALL HAVE OPTIMUM START CAPABILITY AS REQUIRED BY SECTION 141 2.4.2 OF THE WASHINGTON STATE ENERGY CODE. 10 VERIFY EXISTING CONDITIONS. IF NOT PRESENT, DUCT SMOKE DETECTOR ON RETURN SIDE DUCT AND SHUTDOWN RELAY SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE MECHANICAL CONTRACTOR. ALL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. DUCT SMOKE DETECTOR ON RETURN SIDE DUCT AND SHUTDOWN RELAY SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE MECHANICAL CONTRACTOR. ALL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. O PROVIDE NEW FULLY DIGITAL 7 DAY PROGRAMMABLE TYPE THERMOSTAT WITH AUTO CHANGE OVER AND AUTO SET BACK. MOUNT THERMOSTAT AT 48" ABOVE FINISHED FLOOR. PROVIDE WITH CLEAR ACRYLIC LOCKING COVER. COORDINATE LOCATION WITH WALL GRAPHICS LAYOUT. THE THERMOSTAT SHALL BE CARRIER SLIMLINE 450 OR APPROVED EQUAL. E5 HVAC KEYED NOTES MEN'S TOILET • TAILORING AREA 00G 007 VD IN DROP 60o CIF 2 "0 J� ECT. ROOM C =. 22/22 G -1 5 CFM "0 D -2 0 24/12 ■ __ IN CVNIIL 24/12, -- 32.81..x........... 22/22 G -1 < /HL 420 CFM IVO SEPARATE PERMIT REQUIRED ftR Me har *I■i grEleceical erPPkimbkig arks City of Tukwiht 4.BUILDINC DIVISION PRESS AREA —I 008 Fl CO' Penult 9 WI review approval Is subject to was ands e ;orovai of mind= documents does not ondboriza ►. ; l: n of any adopted code or ordnance. lbceipt el proved Reid Copy and condi= isadooldedgeck ey 22/22 G -I ___ yy 1 I 1 I i City 1 10 "0 415 f M 10 "0 i -3 250 CFM 8 "0 D- = 3_ . -, = c .- = = = ., REVISIONS No granges shall be madet the scope of work without prior of Tukwila Building NC'i Z: (:Revisions will require a new plan subniltal and may include adcitional plan feVieW bet ENTRY 3 4 001 5 Mlo179 6 D REVIEWED FOR CODE COMPLIANCE APDDAVFD MAR 222011 City of Tukwila BUILDING DIVISION RECEIVED DEC 16 MO PERMIT CENTEE Calvin J. Coatsworth, AIA 2495 Campus Drive Second Floor Irvine, California 92612 Phone: 949. 833. 1930 Fax: 949. 833. 1140 12/13/201 0 Schnackel engineers, NewYork ® Omaha ® Los Angeles al 800- 581 -0963 www.schnackel.com ESTABLISNI• 1905 SOUTHCENTER PLAZA 321 STRANDER BLVD., SUITE 321 SEATTLE, WA 98188 REVISIONS: 13 DECEMBER, 2010 ISSUED FOR JAB / LD PLAN REVIEW PROJECT: 10191 FILE: M- II0.DWG DATE: 12/10/2010 DRAWN BY: 5Wv SCALE: AS NOTED GROSS AREA 4,102 sf SALES AREA TAILOR. /PRESS AREA FITTING AREA TOILET ROOM SHEET TITLE: HVAC PLAN 3,005 sf 335 sf G00 sf 1G2 sf M -110 UNIFORM DRAWING SYSTEM • U.S. NATIONAL CAD STANDARD VERSION 3.1 r ROOM # 3 4 5 7 ROOM NAME SALES AREA FITTING AREA MEN'S TOILET WOMEN'S TOILET TAILORING /PRESS AREA FORMU LAS: Vst = Von = Voc = V5c = X = VonNst = Z = Voc/Vsc = Y = X/[ I +X -Z] _ Y = VotNst = Vot = Vot = CODE REQUIRED = ACTUAL PROVIDED = CODE OUTDOOR OUTDOOR CALC OA @CODE OA @PER AREA TABLE 4- I AIR. AIR PEOPLE PEOPLE SQFT (FT2) DESCRIPTION (CFM /PER) (CFM /FT2) ( #) (CFM) (CFM) 2832 RETAIL: BASEMENT AND STREET 0 0.30 0 0 850 3 17 DRESSING ROOMS (STORES) 0 0.20 0 O 63 59 PUBLIC RESTRMS (PER FIXTURE) 75 0.00 0 0 0 59 PUBLIC RESTRMS (PER FIXTURE) 75 0.00 0 d 0 535 STORAGE ROOMS (STORES) 0 0. 15 0 d 80 7600 993 63 230 0.131 0.274 0. 153 0. 153 1159 1I60 1 5.3% 1 I 70 = total supply flow rate, I.e., the sum of all supply for all branches of the system = sum of outdoor air flow rates for all branches on system = outdoor air flow rate required in critical spaces = supply flow rate in critical space = uncorrected fraction of outdoor air in system supply = fraction of outdoor air in critical space. = corrected fraction of outdoor air in system supply = corrected total outdoor air flow rate = outdoor air flow rate, CFM = percentage of outdoor air at maximum supply airflow rate CFM CFM Di OUTDOOR AIR CALCULATIONS SCALE: NONE L_ 1 90° FIVE CODE SUPPLY REQUIRED AIR. OUTDOOR AIR (CFM) (CFM) 5270 850 230 G3 50 0 50 0 2000 80 45° THREE SECTION ELBOW SECTION ELBOW 90° BRANCH TAKE -OFF 45° BRANCH TAKE -OFF A2 ROUND DUCTWORK DETAILS SCALE: NONE 2 USE OA Z Y (CFM) O.IGI 0.153 804 0.274 0.153 35 0.000 0. 153 8 0.000 0.153 8 0.040 0.153 305 ROOF TOP UNIT. REFER TO SCHEDULES AND SPECIFICATIONS FOR SIZES AND ADDITIONAL REQUI REMENTS FACTORY ROOF CURB WITH FULL PERIMETER NEOPRENE PAD BETWEEN CURB AND UNIT. PROVIDE OPEN OR CLOSED RESTRAINED SPRING VIBRATION ISOLATORS WHEN INDICATED ON DRAWINGS GA5 PIPING OF APPLICABLE). PROVIDE GAS COCK, UNION, AND DIRT LEG. PROVIDE THROUGH THE AS PENETRATION WHEN SPECIFIED ROOFTOP UNIT CONDENSATE DRAIN. PIPE SIZE SHALL BE NO LESS THAN DRAIN CONNECTION ON UNIT. REFER TO PLUMBING PLANS FOR ROUTING, SIZE, AND DISCHARGE LOCATION OF CONDENSATE INSULATION WOOD DECK ROOF MEMBRANE FLEXIBLE CONNECTION RETURN AIR DUCT SUPPLY AIR DUCT NOTES: 1 . PROVIDE THROUGH CURB ELECTRICAL CONNECTIONS. NO ROOF PENETRATIONS OF ELECTRICAL CONDUITS WILL BE ACCEPTABLE. 2. DUCT SMOKE DETECTOR SHALL BE MOUNTED AND INSTALLED PER LOCAL CODES. C3 ROOF TOP UNIT DETAIL SCALE: NONE ISOMETRIC VIEW A3 45° BRANCH DUCT TAP SCALE: NONE 3 REINFORCE STRUCTURE AS REQUIRED USSZSSARWSZS DUCTLINER DUCTLINER LINED DUCT CONNECTION (NO EXPOSED LINER EDGES) SECTION VIEW 4 D5 MAX. OF 12" TO BRANCH CONNECTION UNLESS NOTED OTHERWISE VOLUME DAMPER LOCATED IN ACCESSIBLE LOCATION. PROVIDE ACCESS DOOR OR CABLE OPERATOR IF NOT ACCESSIBLE. FIBERGLASS INSULATION PER SPECIFICATIONS OPPOSED BLADE DAMPER AT DIFFUSER GALVINIZED SHEET METAL DUCT INSULATE DIFFUSER BACK AND SEAL WITH VAPOR BARRIER TAPE —� USE RIGID GALVINIZED 90 DEGREE ELBOW = -METAL STRAP CLAMP (TYPICAL) 2 PLACES INSULATED FLEXIBLE DUCT (MIN. 2', MAX. 5'; NO MORE a THAN ONE 90° BEND) lanai /-TRANSITION FITTING AS REQUIRED TYPICAL DIFFUSER CONNECTION SCALE: NONE SECURE FAN TO CURB WITH GALV. SHT. MTL. SCREWS INSULATION CANT ROOF INSULATION METAL DECK ANGLE FRAME MOTORIZED BACKDRAFT DAMPER BOTTOM END CAP SEALED WATER TIGHT SUPPLY AIR DIFFUSER i11i11i11i1i H %�'� °'�'�'�'�•�'�'�'�'�' C5 ROOF MOUNTED EXHAUST FAN SCALE: NONE TURNING VANES A TRANSFORMATION 90° ELBOW B ROOF EXHAUST FAN 2X4 WOOD NAILER FACTORY ROOF CURB WITH FULL PERIMETER NEOPRENE PAD BETWEEN CURB AND UNIT. PROVIDE OPEN OR CLOSED RESTRAINED SPRING VIBRATION ISOLATORS WHEN INDICATED ON DRAWINGS. FLEXIBLE CONNECTION ROOF JOIST BRANCH DUCT TAP Mao -179 EXPANSION TURNING VANE THREE TURNING VANES 45° ELBOW SIMILAR NO THROAT RADIUS SUPPLY OR RETURN WE (RECTANGULAR DUCT) -D- 3/4D 1/2 D RETURN AIR BRANCH FITTING A5 DUCTWORK DETAILS SCALE: NONE 5 TURNING VANES REVIEWED FOR CODE COMPLIANCE ApDDfvFn MAR 222011 City of Tukwila NG DIUIgi(1ni CONTRACTION SNORT RADIUS 90° ELBOW TAKE -OFF USE ONLY IN AREAS WHERE SAC E I5 LIMITED .=E-D-D=I FULL RADIUS E D C B RECEIVE,Q MAR 18 2011 PERMIT CENTER FULL RADIUS ELBOW TAKE -OFF 6 119 Calvin J. Coatsworth, AIA 2495 Campus Drive Second Floor Irvine, Califomia 92612 Phone: 949. 833. 1930 Fax: 949. 833. 1140 01/25/2011 Schnackel engineers, ® NewYork a Omaha ® Los Angeles 800 - 581 -0963 wwwschnackel.com Jos. A. BANK ESTABLISHED 1905 SOUTHCENTER PLAZA 321 STRANDER BLVD., SUITE 321 SEATTLE, WA 98188 REVISIONS: 13 DECEMBER, 2010 ISSUED FOR JAB / LI.! PLAN REVIEW 25 JANUARY, 201 I PLAN CHECK CORRECTIONS PROJECT: FILE: DATE: DRAWN BY: SCALE: GROSS AREA SALES AREA TAILOR. /PRESS AREA FITTING AREA TOILET ROOM SHEET TITLE: HVAC DETAILS 10191 M -501 .DWG 12/10/2010 SWV AS NOTED 4, 102 sf 3,005 sf 335 sf G00 sf 1 G2 sf M -501 UNIFORM DRAWING SYSTEM . U.S. NATIONAL CAD STANDARD VERSION 3.1 1 SECTION 230000 - HVAC GENERAL CONDITIONS PART 1 GENERAL .0 I APPLICABILITY A. This section supplements all sections of the Specifications for Division 23 and shall apply to all phases of work hereinafter specified, shown on the Drawings, or required to provide a complete installation of approved HVAC systems. 1.02 DEFINITIONS A. 'Work" is hereby defined as, The construction and services required by the Contract Documents whether completed or partially completed and includes all labor, materials, equipment, and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The work may constitute the whole or a part of the project." B. "Furnish" is hereby defined as, To supply and deliver, unload, and inspect for damage." C. "Install" is hereby defined as, To unpack, assemble, erect, apply, place, finish, cure, protect, clean, connect, and place into operation into the work." D. "Provide is hereby defined as, 'To furnish and install." "Connect' is hereby defined as, To bring service to the equipment and make final attachment including necessary ductwork, piping, wiring, Ir. etc." ''Concealed" is hereby defined as, 'Hidden from Sight in chases, furred spaces, Shafts, hung ceilings, embedded in construction, in crawl spaces, or buried.' G. 'Exposed" is hereby defined as, Not installed underground nor concealed as defined by the Specifications.' H. "Drawings' is hereby defined as. "All plans, details, equipment schedules, diagrams, sketches, etc. issued for the construction of the work.'' 1.03 CODES AND STANDARDS A. Perform work in accordance with the applicable Building Code, Electrical Code, Fire Code, Mechanical Code, Plumbing Code, Energy Code, and all other applicable codes, amendments, and ordinances. Also perform all work in accordance with the Americans with Drsabilities Act (ADA) and the Authority Havmg Jurisdiction (At1J) including Fire Marshal(s). B. Perform work in accordance with Landlord requirements, including any Tenant Criteria Manuals and Lease Exhibits, where applicable. C. Perform work in accordance with the applicable utility companie5 serving the project. Make all arrangements with the, utility companies for proper coordination of the work. D. Recognized Standards: Design, manufacture, testing and method of installation of all apparatus and materials furnished under the requirements of these Specifications shall conform to the latest publications or standard rules of Underwriters Laboratories, Inc. (U.L.), American Society for Testing and Materials (ASTM), American National Standards Institute (ANSI), and National Electrical Code (NEC), National Fire Protection Association (NFPA), American Society of Heating, Refrigerating and Air-Conditioning Engineers (ASHIRAE), and the Sheet Metal and Air Conditioning Contractor& National Association (SMACNA). E. The Contract Documents shall take precedence where the Contract Documents exceed code. Landlord, utility, or recognized standards requirements. 1.04 PERMITS AND FEES A. Permits, licenses, fees, inspections and arrangements required for the work under the Contract shall be obtained by the Contractor at he expense, unless otherwise indicated. 1 .05 CONTRACT DRAWINGS A. The Contractor 15 responsible to obtain, fully understand, and coordinate the work with the complete set of Contract Documents. Any required corrections, including all associated costs, arising from 155UC5 caused by the Contractor's failure to understand and/or coordinate the work with the complete set of Contract Documents are the Contractor's sole responsibility. B. Work under these sections is diagrammatic unless indicated otherwise and is intended to convey the scope of work and indicate the general arrangement of ductwork, piping. equipment, and accessones. Follow these drawings in laying out the work and verify Spaces for the installation of these materials and equipment. Wherever a question exists as to the exact intended location of ductwork, piping, or equipment, obtain instructions from the Architect before proceeding with the work. C. Notify the Architect for resolution if a discrepancy 15 discovered within the Contract Documents. Failure of the Contractor to notify the Architect of discrepancies shall result in the resolution becoming the Contractor's responsibility and Subject to the Architects review and possible rejection. Should the Architect reject a discrepancy resolution of which they were not notified, the Contractor is fully responsible to correct the installation, including all associated costs, until approval of the installation is given by the Architect. I .06 EXISTING CONDITIONS A. Verify all existing conditions prior to beginning work. 13. Any existing conditions indicated in the Contract Documents are based on information drawings provided by others and possibly limited field verification. The Contractor shall adjust for actual field conditions at no additional expense to the Owner. C. The Contractor shall visit the project sit, review existing conditions against the Contract Documents, and familiarize himself with the work prior to bidding and start of the work. By signing the Contract, the Contractor acknowledges the site visit has been completed and the existing conditions are accepted. D. The Contractor shall notify the Architect of major diecrepancies in writing so the appropriate modifications to the design can be made without delay to the project. The Contractor assumes full responsibility of adjusting for discrepancies of which the Architect is not informed. I .07 SUBMITTALS A. Shop Drawings: I . Furnish the Architect shop drawing portfolios containing names of manufacturer and cut sheets of equipment to be used on the project. Use manufacturer's specification sheets identified by number indicated on drawings or schedules. Indicate catalog number on the cut sheets. As applicable, provide construction data, weight and dimensional data, voltage ratings, performance data, listing data, pump curves, fan curves and sound data as part of the shop drawing submittal. 2. Submittals are reviewed only for general compliance with the Contract Documents. Dimensions, quantities and details are not checked during 5ubmittal review. Review of the submittals does not relieve the Contractor of the responsibility for providing all materials, equipment and accessones necessary for a complete and operational system meeting the requirements of the project and the intent of the Contract Documents. The responsibility for coordination of substituted materials and eciuipment lies solely with the substituting Contractor. 3. Electrical Characteristics: Verify that proper power supply is available prior to ordering equipment. Verify proper voltage, phase arid current rating of power supply and inform Engineer of any deviations prior to order, connection of equipment or start-up. Responsibility for verification of proper power supply voltage and any product returns or damage resulting from incorrect connections shall rest with this Contractor. B. Project Record Documents: Provide as specified. C. Operation and Maintenance Data: Include manufacturer's descriptive literature, operating instructions, installation instructions, maintenance and repair data, and parts listing. D. Test Reports: Provide as specified. I .08 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum five years experience. B. Installer Qualifications: Company specializing in performing the work of this Section, with minimum five years experience. C, Products: 1. Listed and classified by Underwriters Laboratones Inc. as suitable for the purpose specified and indicated. D. All equipment and components shall be free of all rust/corrosion on any visible damage. All items not complying with this requirement shall be replaced without any change in the Contract amount. E. uipment performance and accessories shall be as scheduled on the Drawings and specified herein. Inclusion in both locations is not a prerequisite to inclusion in the Contract. Equipment and accessories specified in either location hall be included in the Contract. Provide all necessary accessories and connections as required for a complete, functional system, including all required components reasonably inferred to as necessary although such components may or may not be specifically indicated in the Contract Documents. F. Code or utility company requirements shall supersede any conflicting requirements of this section. 1.09 DELIVERY, STORAGE, AND HANDLING A. Rooftop Equipment: Protect units from physical damage 12y storing off site until roof mounting curbs are in place, ready for immediate installation of units. B. Protect insulation from weather and construction traffic, dirt, water, chemical, and mechanical damage, by storing in original wrapping. C. Protect dampers and accessories from damage to operating linkages, blades and finishes. D. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation. E. Protect motors stored on site from weather and moisture by maintaining factory covers and suitable weather-proof covering. For extended outdoor storage, remove motors from equipment and store separately. . 1 0 WARRANTY AND GUARANTEE A. Submit manufacturer's warranty and ensure forms have been filled out in Owner's name and registered with manufacturer. B. F'roi.nde one year manufacturer warranty for pumps. C. Provide three year manufacturers warranty for solid state ignition modules. D. Provide five year manufacturers warranty for r. compressors, heat exchangers, condensing units, and electronic air cleaners. PART 2 PRODUCTS 2.0 1 5U55TITUTION5 A. The manufacturers listed are listed to set minimum standards for quality, design, and functionality. , The products of other manufacturers may be submitted, at the Contractor's option. during shop draWnig reVICW Unless IrldlCated otherwise. The products of °Vex manufacturers shall meet or exceed all requirements of the Contract Documents. The Contractor accepts all responsibility for Costs and coordination issues arising out of the substitution of materials or equipment, and the coordination of such substitutions with all other contractors and subcontractors. 5. The Contractor may use any of the following ductwork, piping or insulation materials at his option, provided the selected material meets with the approval of all State, local authorities and any utility company requirements. Verification of compliance of the selected material is the sole responsibility of the installing Contractor. PART 3 EXECUTION 3.0 1 COORDINATION OF WORK A. Examine the Contract Documents as a whole for the work of other trades. Coordinate all work accordingly. 5. Promptly report to the Architect any delay or difficulties encountered in the installation of the work, which might prevent prompt and proper installation, or make it unsuitable to connect with or receive the work of others. Failure to so report shall constitute an acceptance of the work of other trades as being fit and proper for the execution of this work. C. Man, lay out, and coordinate the work with all trades well enough in advance so that it proceeds with a minimum of interference to work that has not been completed and work that is in progress. Inform all trades of openings required for the work and provide all special frames, sleeves, and anchor bolts required. The I-1VAC system layout may be altered to suit the conditions with engineer approval, prior to the installation of any work and without additional cost to the Owner. Conflicts arising from lack of coordination shall be this Contractor's responsibility. D. Perform all work in conformity with the Contract Documents and afford other trades reasonable opportunity for the execution of their work. Properly connect and coordinate this work with the work of other trades at such time and in such a manner as not to delay or interfere with their work. E. All roofing penetrations shall be flashed and weather sealed by the roofing manufacturer's authorized roofing contractor at this Contractor's expense. This Contractor shall contract with the factory authorized roofing contractor for the specific roofing system applicable to this Project. The use of an unauthorized roofing contractor may result in removal and replacement of the penetration systems at this Contractor's expense. F. Alt temperature control wiring, thermostat wiring, damper interlock wiring, control panel interlock wiring and miscellaneous low voltage wiring associated with the equipment furnished or installed under this contract shall be furnished and installed by the mechanical contractor or his sub-contractor. All wiring installed under this contract shall be in full compliance with the National Electrical Code, all State and local codes and requirements of the EICarICal Specifications for this project. 3.02 EXAMINATION A. Verify field measurements are as indicated on the Drawings. 5. Verify all equipment locations prior to rough-in. Maintain adequate equipment service clearance per manufacturer and code. C. Verify routing of all ductwork arid piping in field prior to fabrication or installation. Verify adequate clearance with structure, light fixtures, and ceiling heights. D. Verify that proper fuel and power supply is available for connection. 3.03 INTEP,FACE WITH OTHER PRODUCTS A. Install all ductwork, pipe, equipment, and accessories to preserve fire resistance rating of partitions and other elements, using materials and methods specified. 3.04 FIELD QUALITY CONTROL A. Provide tests as necessary to establish the adequacy, quality, safety, completed status, and suitable operation of each system. Tests shall be conducted under the supervision of the Architect. 3.05 CLEANING AND REPAIR A. Clean fire suppression parts to remove harmful materials. 5. Clean exposed surfaces of all ductwork pipe, equipment, and accessories of all dirt, debris, splatter, and other deleterious materials. Follow the manufacturer's recommendations for cleaning as applicable. C. Repair or replace damaged ductwork, pipe, equipment, and accessories, as directed by and to the satisfaction of the Architect, where marring or disfigurement has occurred. All pipe, equipment, arid accessories shall be new. 3.06 PROJECT CLOSEOUT A. Project Record Documents: At project closeout, provide one printed copy and one electronic copy of project record drawings to the Owner. Information contained on project record drawings shall include, as a minimum: I. Actual locations of all equipment, ductwork, air inlets/outlets, accessories, etc. 2. Actual routing of ductwork With Saes and elevations. 3. Actual locations of control devices including valves and volume dampers. 5. Operation and Maintenance Data: At project closeout, submit to the Architect two copies of descriptive literature, maintenance and operation data for all hvac equipment, control systems, accessories, and materials used. Include maintenance procedures, intervals, and parts list of each item installed under the contract. Include all manufacturer's guarantees and warranties. C. Maintenance Materials: At project closeout, furnish to the Owner the following: I . One set of replacement filters for all hvac equipment. 2. The maintenance contract for the hvac system, if applicable. D. Test Reports: At project closeout. SUbrItt to the Architect two copies of the following: I . Testing. Adjusting and EVancing Report END OF SECTION SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR I-IVAC FART 1 GENERAL I .0 I SECTION INCLUDES A. Testing, adjustment, and balancing of air systems. 1. Air handling units; Packaged heating and/or cooling equipment; Fans. (Exhaust and supply); Coils; Terminal equipment; Air inlets and outlets. (Diffusers, grilles, louvers, etc.) 5. Measurement of final operating condition of HVAC systems. C. Independent agency requirements. 1.02 SUBMITTALS A. Qualifications: Submit name of adjusting and balancing agency and TAB supervisor for approval within 30 days after award of Contract. Provide TAB Agency qualifications. 5. Final Report: Indicate deficiencies in systems that would prevent proper testing, adjusting, and balancing of systems and equipment to achieve specified performance. I . Submit to the Construction Manager within two weeks after completion of testing, adjusting, and balancing. 2. Provide reports in bound manuals, complete with index page and indexing tabs, with cover identification at front and side. Include set of reduced drawings with air outlets and equipment identified to correspond with data sheets, and indicating thermostat and equipment locations. 3. Include actual instrument list, with manufacturer name, serial number, and date of calibration. 4. Form of Test Reports: Where the TAB standard being followed recommends a report format use that; otherwise, follow ASHIRAE Std I I I. 5. Include the following on the title page of each report: a. Name, address and telephone number of Testing, Adjusting, and Balancing Agency. b. Project: Name; location; Engineer; Contractor, Report date. I .03 WARRANTY A. The Balancing Contractor shall be prepared to return to the site at no additional cost to re- adjust air quantities as required to provide uniform temperatures, eliminate drafts and objectionable noises during the first year of occupancy, including one full heating and one full cooling season, after the acceptance of the final balancing report. l'AR,T 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.0 I GENERAL REQUIREMENTS A. Perform total system balance in accordance with one of the following: I . AABC MN-1 • AABC National Standards for Total System Balance. 2. ASHRAE Std 1 1 1 , Practices for Measurement, Testing. Adjusting and alancing of Building Heating. Ventilation, Air-Conditioning. and Refngeration Systems. 3. NE135 Procedural Standards for Testing Adjusting Balancing of Environmental Systems. 4. SMACNA 11VAC Systems Testing, Adjusting, and Balancing. 5. Begin work after completion of systems to be tested, adjusted, or balanced and complete work prior to Substantial Completion of the Project. C. Where HVAC systems and/or components interface with life safety systems, including fire and smoke detection, alarm, and control, coordinate scheduling and testing and inspection procedures with the authorities having jurisdiction. D. TAB Agency Qualifications: 1. Company specializing in the testing, adjusting, and balancing of systems specified in this Section with a minimum of five years experience. 2. Certified by one of the following: a. MSC, Associated Air Balance Council; upon completion submit AABC National Al HVAC SPECIFICATIONS 1 2 Performance Guaranty. 12. NEBB, National Environmental Balancing Bureau. c. TAB. The Testing. Adjusting, and Balancing Bureau of National Energy Management Institute. 3. The TAB Agency must be a completely independent, third party balancing contractor with no financial, common owners or other ties to the installing contractors. E. TAB Supervisor and Technician Qualifications: Certified by same organization as TAB agency. 3.02 ADJUSTMENT TOLERANCES A. Air Handling Systems; Air Outlets and Inlets; hydronic Systems: Adjust to within plus or minus I 5 percent of design. 3.03 RECORDING AND ADJUSTING , A. Permanently mark settings of valves, dampers, and other adjustment devices allowing settings to I2e restored. Set and lock memory stops. B. Mark on the Drawings the locations where traverse and other critical measurements were taken and cross reference the location in the final report. 3.04 AR SYSTEM PROCEDURE A. Adjust air handling and distribution systems to provide required or design supply, return, and exhaust air quantities. 5. Make air quantity measureme4s in ducts by Pitot tube traverse of entire cross Se.ctional area of duct. C. Measure air quantities at air inlets and outlets. D. Adjust distribution system tolobtain uniform space temperatures free from objectionable drafts and noise. E Use volume control devices to regulate air quantities only to extend that adjustments do not create objectionable air motion or sound levels. Effect volume control by duct internal devices such as dampers and splitterS. Do not use diffuser, grille or register inte.gral dampers for balancing adjustments unless the plans do not indicate duct mounted devices. F. Vary total system air quantities by adjustment of fan speeds. Provide drive changes required at no additional expense to the Owner. Vary branch air quantities by damper regulatiOn. G. Measure static air pressure conditions on air supply units, including filter arid coil pressure drops, and total pressure acrbss the fan. Make allowances for 50 percent loading of filters. It Adjust outside air automatic dampers, outside air, return air, and exhaust dampel5 for design conditions in all operating modes as indicated in the sequence of control. I. Measure temperature conditions across outside air, return air, and exhaust dampe; to check leakage. J. Where modulating dampers a provided, take measurements and balance atextreme conditions and at all intermediate operating conditions specified in the sequence of control. Balance variable volume systems at maximum air flow rate, full cooling, and at minimum air flow rate, full heating. 3.05 SCOPE A. Equipment Requiring Testing,' Adjusting, and Balancing (if present on the project): I . I-1VAC Pumps; Boilers; All Air Handling Equipment; All Packaged Heating and/or Cooling Equipment; All Coil; AII Heat Exchangers; Terminal Heat Transfer Units; Air Terminal Units; Air Inlets and Outlets 3.0G MINIMUM DATA 10 BE REPORTED A. Report (as applicable to the project); 1. Summary Comments: a. Design versus final performance b. Notable characteristics of system c. Summary of outdoor and exhaust flows to indicate amount of building pressurization d. Nomenclature used throughout report and test conditions. 5. Electric Motors and drives: I . Manufacturer; Model/Frame; 11P/B1-11"; F'hase, voltage, amperage; nameplate, actual, no load; RPM; Service factor; Sheave Make/Size/Sore. 2. V-Belt Drives: Identification/location; Required driven RPM; Driven sheave, diameter and RPM; I3elt, size and quantity; C. Cooling and Heating Coils: 1 . Identification/number; Manufacturer 2. Air flow, design and actual 3. Air pressure drop, design and actual 4. Entering and leaving air D5 and WS temperature, design and actual 5. Water flow, design and actual (if applicable) G. Water pressure drop, design and actual (if applicable) 7. Entering and leaving water temperature, design and actual (if applicable) D. Air Moving Equipment: I . Manufacturer; Model number; Serial number; Arrangement/Clase/Discharge 2. Air flow, specified and actual 3. Inlet; Discharge; Total static pressure (total external), specified and actual E. Air Distribution Tests: 1. Air terminal number 2. Room number/location 3. Terminal type 4. Terminal size 5. Area factor G. IDC51c3r1 velocity 7. Design air flow 8. Test (final) velocity 9. Test (final) air flow 10. Percent of design air flow END OF SECTION SEtCTIOLN 2307 1 3 - DUCT INSULATION PART 1 GENRA I .0 I SECTION INCLUDES A. Duct insulation. B. Duct liner. C. Insulation jackets. D. Supply, return or exhaust ducts in ceiling spaces. I .02 FIELD CONDITIONS A. Maintain ambient temperatures and conditions required by manufacturers of adhesives, mastics, and insulation cements. B. Maintain temperature during and after installation for minimum period of 24 hours. PART 2 PRODUCTS 2.0 1 REQUIREMENTS FOR ALL PRODUCTS OF THIS SECTION! A. Surface Burning Characteristics: Flame spread/Smoke developed index of 25/50, maximum, when tested in accordance with ASTM E 84, NFPA 255, or UL 723. D. Manufacturer: Knauf Fiber Glass; Johns Manville Corporation; Owens Corning Corp.; CertainTeed Corporation. 2.02 GLASS FIBER, FL1EXIBLE A. Insulation: ASTM C 553; flexible, noncombustible blanket. I . r value: 0.3 1 at 75 degrees F, when tested in accordance with ASTM C 5 I 5. 2. Maximum Service Temperature: 450 degrees F. 3. Maximum Water Vapor Sorption: 5.0 percent by weight. B. Vapor Barrier Jacket: 1. Kraft paper with glass fiber yarn and bonded to aluminized film. 2. Moisture Vapor Permeability: 0.029 ng/Pa s m (0.02 perm inch), when tested in accordance with ASTM 9G/E 9GM. 3. Secure with pressure sensitive tape. C. Vapor Barrier Tape: I . Kraft paper reinforced with glass fiber yarn arid bonded to aluminized film, with pressure sensitive rubber based adhesive. D. Tie Wire: Annealed steel, I 6 gage. 2.03 GLASS FIBER, RIGID A. Insulation: ASTM C G I 2; rigid, noncombustible 121anket. I . value: 0.24 at 75 degrees F, when tested in accordance with ASTM C 5 I 5. 2. Maximum service temperature: 450 degrees F. 3. Maximum Water Vapor Sorption: 5.0 percent. 4. Maximum Density: 1 2.0 lb/cu ft. B. Vapor Barrier Jacket: I . Kraft paper with glass fiber yarn and bonded to aluminized film. 2. Moisture Vapor Permeability: 0.029 n3/Pa s m (0.02 perm inch). when tested in accordance with ASTM E 96/E 96M. 3. Secure with pressure sensitive tape. C. Vapor Barrier Tape: I . Kraft paper reinforced with glass fiber yarn and bonded to aluminized film, with pressure sensitive rubber based adhesive. 2.04 DUCT LINER A. Insulation: Incombustible glass fiber complying with ASTM C 1 071; flexible blanket, rigid board, and preformed round liner board; impregnated surface and edges coated with acrylic polymer shown to be fungus and bacteria resistant by testing to ASTM G 2 1. I . Apparent Thermal Conductivity: Maximum of 0.3 1 at 75 degrees F. 2. Service Temperature: Up to 250 degrees F. 3. Rated Velocity on Coated Air Side for Air Erosion: 5,000 fpm, minimum. 4. Minimum Noise Reduction Coefficients: a. 1/2 inch Thickness; 0.30. b. 1 inch Thickness: 0,45. c. 1 - 1 /2 inches Thickness: 0.60. d. 2 inch Thickness: 0.70. B. Adhesive: Waterproof, fire-retardant type. C. Liner Fasteners: Galvanized steel, self-adhesive pad or impact applied with integral, or press-on head. PART 3 EXECUTION 3.0 1 INSTALLATION A. Install in accordance with manufacturer's instructions and NAIMA National Insulation Standards. 5. Insulated ducts conveying air below ambient temperature: 1 . Provide insulation with vapor barrier jackets. 2. Finish with tape and vapor barrier jacket. 3. Continue insulation through walls, sleeves, hangers, and other duct penetrations. 4. Insulate entire system including fittings, joints, flanges, fire dampers, flexible connections, and expansion joints. C. Insulated ducts conveying air above ambient temperature: 1 . Provide with or without standard vapor banner jacket. 2. Insulate fittings and joints. Where service access is required, bevel and seal ends of insulation. D. External Duct Insulation Application: 1. Secure insulation with vapor barrier with wires and seal jacket joints with vapor baffler adhesive or tape to match jacket. 2. Secure insulation without vapor barrier with staples, tape, or wires. 2 3. Install without sag on underside of duct. Use adhesive or mechanical fasteners where necessary to prevent sagging. Lift duct off trapeze hangers and insert spacers. 4. Seal vapor barrier penetrations by mechanical Fasteners with vapor barrier adhesive. 5. Stop and point in5ulation around access doors arid damper operators to allow operation without disturbing wrapping. E. Duct and Plenum Liner Application: 1 . Adhere insulation with adhesive for 90 percent coverage. 2. Secure insulation with mechanical liner fasteners. Refer to SMACNA HVAC Duct Construction Standards - Metal and Flexible For spacing. 3. Seal and smooth joints. Seal and coat transverse joints. 4. Seal liner surface penetrations with adhesive. 5. Duct dimensions indicated are net inside dimensions required for air flow. Increase duct size to allow for insulation thickness. 3.03 SCHEDULES A. The Contractor may use any of the following insulating materials, at his option, provided the selected material meets with the approval of all State, local authorities and utility company requirements. Verification of compliance of the selected insulating material and thickness with all State and local codes and utility company requirements 15 the sole responsibility of the installing Contractor. 5. Supply or return air ducts in ceiling spaces: 1 . Minimum of R-7 insulation. C. Exposed supply or return air ducts: 1. Minimum of R-3.3 insulation. D. Return or exhaust ducts in ceiling spaces: Line all return air transfer ducts and plenums. END OF SECTION SECTION 233 100 - HVAC DUCTS AND CASINGS PART i GENERAL 1.01 SECTION INCLUDES A. Metal ductwork. B. Nonmetal ductwork. C. Duct cleaning. 1.02 PERFORMANCE REQUIREMENTS A. No variation of duct configuration or sizes permitted except by written permission. Size round ducts installed in place of rectangular ducts in accordance with ASHRAE table of equivalent rectangular and round ducts, only after approval of the Engineer. B. Report all conflicts with structure or other obstructions, pnor to fabrication of any ductwork. Suitable adjustments in the sizes of ducts shall be accommodated without any additional expense to the Owner. 1.03 SUBMITTALS A. Shop Drawings: Indicate duct fittings, particulars such as gages, 517.e5, welds, and configuration prior to start of work for all systems. No ductwork shall be fabricated until engineer approved shop drawings have been received by the Contractor. Identify on ductwork shop drawings any deviations in sizes or shapes made necessary by the obstructions of other trades. 5. Test Reports: Indicate pressure tests performed. Include date, section tested, test pressure, and leakage rate, following SMACNA (LEAN - tIVAC Air Duct Leakage Teat Manual. 1.04 REGULATORY REQUIREMENTS A. Construct ductwork to NFPA 90A, NEPA 90B, and NFPA 9G standards. B. Code or utility company requirements shall supersede any conflicting requirements of this Section. 1.05 FIELD CONDITIONS A. Do not install duct sealants when temperatures are less than those recommended by sealant manufacturers. D. Maintain temperatures within acceptable range during and after installation of duct sealants. PART 2 PRODUCTS 2.01 MATERIALS A. Galvanized Steel Ducts: Hot-dipped galvanized steel sheet, ASTM A 653/A G53M FS Type B, with G90/Z275 coating. 5. Steel Ducts: ASTM A 1 008/A 1008M, Designation CS, cold-rolled commercial steel. C. Aluminum Ducts: ASTM 5 209 (ASTM B 209M); aluminum sheet, alloy 3003-1 14. Aluminum Connectors and Bar Stock: Alloy GOG 1 -T65 I or of equivalent strength. D. Insulated flexible Ducts: 1. The Contractor may use any of the following ductwork materials, at his option, provided the selected material meets with the approval of all State, local authorities and utility company requirements. Verification of compliance of the selected ductwork material is the sole responsibility of the installing Contractor. 2. Two ply vinyl film supported by helically wound spring steel wire; fiberglass insulation; aluminized vapor barrier film. a. Pressure Rating: I 0 Inches WG positive and 1.0 inches WG negative. 19. Maximum Velocity: 4000 fpm. 0. Temperature Range: -1 0 degrees F to IGO degrees F. d. Minimum R-Value: 4.2 or greater as required by the applicable energy codes. 3. black polymer film supported L:y helically wound spring steel wire: fiberglass insulation; aluminized vapor barrier film. a. Pressure Rating: 4 inches WG positive and 0.5 inches WG negative. b. Maximum Velocity: 4000 fpm. c. Temperature Range: -20 degrees F to 1 75 degrees F. d. Minimum R-Value: 4.2 or greater as required 12y the applicable energy codes. 4. Multiple layers of aluminum laminate supported by helically wound spring steel Wife; fiberglass insulation; aluminized vapor barrier film. a. Pressure Rating: I 0 inches WG positive and I .0 inches negative. b. Maximum Velocity: 4000 fpm. c. Temperature Range: -20 degrees F to 2 I 0 degrees F. d. Minimum R-Value: 4.2 or greater as required by the applicable energy codes. 5. UL 151 , Class 1 , aluminum laminate and polyester film with latex adhesive supported by helically wound spring steel wire: fiberglass insulation; aluminized vapor barrier film. a. Pressure Rating: I 0 inches WG positive and I .0 inches WG negative. 12. Maximum Velocity: 4000 fpm. 0. Temperature Range: -20 degrees F to 2 10 degrees F. d. Minimum R-Value: 4.2 or greater as required by the applicable energy codes. G. UL 1 81 , Class 0, interlocking spiral of aluminum foil; fiberglass insulation; aluminized vapor barrier film. a. Pressure Rating: a inches WG positive or negative. b. Maximum Velocity: 5000 fpm. c. Temperature Range: -20 degrees F to 250 degrees F. d. Minimum R-Value: 4.2 or greater as required by the applicable energy codes. E. Joint Sealers and Sealants: Non-hardening, water resistant, mildew and mold resistant. I . Type: Heavy mastic or liquid used alone or with tape, suitable for joint configuration and compatible with substrates, and recommended by manufacturer for pressure class of ducts. 2. VOC Content: Not more than 250 g/L, excluding water. 3. Surface Burning Characteristics: Flame spread of zero, smoke developed of zero, when tested in accordance with &SIM E 54. 4. f or Use With flexible Ducts: UL labeled. 5. Ductwork Exposed to the Weather: Hard cast VersaGrip I 02, (VG- 1 02), UL 1 8 1 -AM compliant duct joint sealer, as manufactured by Carlisle, with fiberglass scrim tape reinforcement on all seams and joints, lateral and longitudinal. F. Hanger Rod: ASTM A 3G/A 36M; steel; threaded both ends, threaded one end, or continuously threaded. 2.02 DUCTWORK FABRICATION A. Fabricate, support and seal in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated. Provide duct material, gages. reinforcing. and sealing for operating pressures indicated. 5. Construct Ts, bends, and elbows with radius of not less than 1- 1 /2 times width of duct on centerline. Where not possible and where rectangular elbows must be used, provide turning vanes. Where acoustical lining is indicated, proi.nde turning varies of perforated metal with glass fiber insulation. C. Increa5e duct sizes gradually, not exceeding I 5 degrees divergence wherever possible; maximum 30 degrees divergence upstream of equipment and 45 degrees convergence downstream. D. Fabricate continuously welded round and oval duct fittings two gages heavier than duct gages indicated in 5MACNA Standard. Joints shall be minimum 4 inch cemented slip joint, brazed or electric welded. Prime coat welded joints. E. Provide standard 45 degree lateral wye takeoffs unless otherwise indicated where 90 degree conical tee connections may be used. F. Where ducts are connected to exterior wall louvers and duct outlet is smaller than louver frame, provide blank-out panels sealing louver area around duct. Use same material as duct, painted black on exterior side; seal to louver frame and duct. 2.03 DUCT MANUFACTURERS A. Metal-Fab, Inc.; SEMCO Incorporated; United McGill Corporation. 2.04 MANUFACTURED METAL DUCTWORK AND FITTINGS A. Manufacture in accordance with SMACNA HVAC Duct Construction Standards - Metal arid flexible, and as indicated. Provide duct material, gages. reinforcing, and sealing for operating pressures indicated. 5. Round Spiral Ducts: Machine made from round spiral lockseam duct with light reinforcing corrugations; fittings manufactured of at least two gages heavier metal than duct. C. Double Wall Insulated Round Ducts: Round spiral lockseam duct with galvanized steel outer wall, I inch thick fiberglass insulation, perforated galvanized steel inner wall; fitting with solid inner wall. D. Transverse Duct Connection System: SMACNA "E" rated rigidly class connection, interlocking angle and duct edge connection system with sealant, 3 gasket, cleats, and corner clips. PART 3 EXECUTION 3.01 EXAMINATION A. Examine drawings for the Architectural, Structural, Electrical and all other trades prior to preparation of ductwork shop drawings and prior to the fabrication of any ductwork. B. Resolve any conflicts encountered with the Engineer prior to fabrication. C. identify on ductwork shop drawings any deviations In 512C5 Of shapes made necessary by the obstructions of other trades. 3.02 INSTALLATION A. nstall in accordance with manufacturer's instructions. B. Duct sizes indicated are inside clear dimensions. For lined ducts, maintain sizes inside lining. C. Install and seal metal and flexible ducts in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible. D. Provide openings in ductwork where required to accommodate thermometers and controllers. Provide pilot tube openings where required for testing of systems, complete with metal can with spring device or screw to ensure against air leakage. Where openings are provided in insulated ductwork, install insulation material inside a metal ring. E. Locate ducts with sufficient space around equipment to allow normal operating arid maintenance activities. F. Use crimp joints with or without bead for joining round duct sizes 8 inch and smaller with crimp iii direction of air flow. G. Use double nuts and lock washers on threaded rod supports. H. Connect flexible ducts to metal ducts with draw bands. I. Support flexible duct runs every five feet in the horizontal direction to avoid dips and sags. J. Connect terminal units to supply ducts with one Foot maximum Length of flexible duct. Do not use flexible duct to change direction. K. Connect diffusers to low pressure ducts directly or with 5 feet maximum length of flexible duct held in place with strap or clamp. Longer duct lengths are acceptable if depicted on the design drawings and allowed per local code. A maximum of one 90 degree bend, or equivalent, will be allowed in flexible duct runs. L During construction provide temporary closures of metal or taped polyethylene on open ductwork to prevent construction dust from entering ductwork system. m. All roofing penetrations shall be flashed and weather sealed by the roofing manufacturer's authorized roofing contractor at this Contractor's expense. This Contractor shall contract with the factory authorized roofing contractor for the specific roofing system applicable to this F'roject. The use of an unauthorized roofing contractor may result in removal and replacement of the penetration systems at this Contractor's expense. 3.03 CLEANING A. Clean duct system and force air at high velocity through duct to remove accumulated dust or clean with high power vacuum machines. To obtain sufficient air, clean half the system at a time. Protect equipment which may be harmed by excessive dirt with temporary filters, or bypass during cleaning. 3.04 SCHEDULES A. Ductwork Material: 5. The Contractor may use any of the following ductwork materials, at his option, provided the selected material meets with the approval of all State, local authorities and utility company requirements. Verification of compliance of the selected piping material is the sole responsibility of the Installing Contractor. 1. Low Velocity Supply (Heating Systems): Galvanized Steel, Aluminum. 2. Low Velocity Supply (System with Cooling Coils): Galvanized Steel, Aluminum. 3. Return arid Relief: Galvanized Steel, Aluminum. 4. General Exhaust: Galvanized Steel, Aluminum. 5. Outside Air Intake: Galvanized Steel. C. Ductwork Pressure Class: 1. Low Velocity Supply (heating Systems): Scheduled System ESP+0.25", round up to next higher pressure class. 2. Low Velocity Supply (Systems with Cooling): Scheduled System ESP +0.5", round up to next higher pressure class. 3. Return and Relief: I inch. 4. General Exhaust: Scheduled System ESP + I .0, round up to next higher pressure class. END Of SECTION SECTION 233300 - AIR DUCT ACCESSORIES PART 1 GENERAL I .01 SECTION INCLUDES A. Air turning devices/extractors. B. Volume control dampers. C. Flexible duct connections. D. Duct access doors. F'ART 2 PRODUCTS 2.0 1 AIR TURNING DEVICES/EXTRACTOR5 A. Manufacturers: Krueger; Ruskin Company; Titus. B. Multi-blade device with blades aligned in short dimension; steel or aluminum construction; with individually adjustable blades, mounting straps. 2.02 VOLUME CONTROL DAMPERS A. Manufacturers: Louvers Dampers, Inc.; Nailor Industries Inc.; Ruskin Company; Prefcci Inc. B. Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated. C. Single Blade Dampers: Fabricate for duct sizes up to G x 30 inch. D. Multi-Blade Damper: Fabricate of opposed blade pattern with maximum blade sizes 8 x 72 inch. Assemble center and edge cnrnped blades in prime coated or galvanized channel frame with suitable hardware. E. End Bearings: Except in round ducts I 2 inches and smaller, provide end bearings. On multiple blade dampers, provide oil-impregnated nylon or sintered bronze bearings. F. The contractor shall provide either a mechanical or electrical cable operated system wherever dampers are located in non-accessible areas. I . Mechanical cable operator system shall be similar and equal to Young Regulator Company, "Bowden Cable Control" system including damper, flexible cable with casing arid concealed ceiling regulator control. 2. Electrically operated damper control system shall be similar and equal to United Enertech Corporation, "Power Balance" system including motor operated damper, RJ- I 1 plenum rated cabling and flush ceiling or wall mounted RJ- 1 1 jack in remote plate. Include one hand held battery pack operator pack to be delivered to the Owner upon completion of the balancing. 2.03 FLEXIBLE DUCT CONNECTIONS A. Fabricate in accordance with SMACNA 11VAC Duct Construction Standards - Metal and Flexible, and as indicated. 5. Flexible Duct Connections: Fabric crimped into metal edging strip. I . fabric: UL listed fire-retardant neoprene coated woven glass fiber fabric to NEPA 90A, minimum density 30 oz per sq yd. a. Net Fabric Width: Approximately 2 inches wide. 2. Metal: 3 inches wide, 24 gage thick galvanized steel. 2.04 DUCT ACCESS DOORS A. Manufacturers: Acudor Products Inc.; Nailor Industries Inc.; Ruskin Company; SEMCO Incorporated. B. Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and flexible, and as indicated. C. Fabrication: Rigid and close-fitting of galvanized steel with sealing gaskets and quick fastening locking devices. For insulated ducts, install minimum 1 inch thick insulation with sheet metal cover. I . Less Than I 2 inches Square: Secure with sash locks. 2. Up to I 8 inches Square: Provide two hinges and two sash locks. D. Access doors with sheet metal screw fasteners are not acceptable. PART 3 EXECUTION 3.0 I INSTALLATION A. Install accessories in accordance with manufacturer's instructions, NFPA 90A, and follow SMACNA IIVAC Duct Construction Standards - Metal and Flexible. Duct construction and pressure class. B. Provide duct access doors for inspection and cleaning before and after filters, coils, fans, automatic dampers, at fire dampers, combination fire and smoke dampers, and elsewhere as indicated. Provide minimum 8 x 5 inch size for hand access, 1 5 x 1 8 inch 512C for shoulder access, and as indicated. Provide 4 x 4 inch for balancing dampers only. Review locations prior to fabrication. C. Locate all dampers and control elements in accessible areas wherever possible to avoid access doors. Provide ceiling access doors for access to all dampers and control elements located above inaccessible ceiling areas. Provide minimum I 2 x 1 2 inch size for hand access, 1 8 x 18 inch size for shoulder access, and as indicated. Provide 4 x 4 inch for balancing dampers only. Review locations prior to fabrication. D. Provide balancing dampers at points on supply, return, and exhaust systems where branches are taken from larger ducts as required for air balancing. Install minimum 2 duct widths from duct take-off. E. Provide balancing dampers on duct take-off to diffusers, grilles, and registers, regardless of whether dampers are specified as part of the diffuser, gnlle, or register assembly. Do not locate dampers closer than 5 feet or 1 0 duct diameters from the air terminal device, whichever Is greater. F. At fans and motorized equipment associated with ducts, provide flexible duct connections immediately adjacent to the equipment. G. At equipment supported by vibration isolators, provide flexible duct connections immediately adjacent to the equipment END OF SECTION SECTION 233423 - HVAC POWER VENTILATORS PART 1 GENERAL I .0 I SECTION INCLUDES A. Roof exhausters. 1 F'ART 2 PRODUCTS 3 2.01 MANUFACTURERS A. Greenheck; Loren Cook Company; Pend:any; CaptiveAire. 2.02 POWER VENTILATORS - GENERAL A. Performance Ratings: Determined in accordance with AMCA 2 1 0 and bearing the AMCA Certified Rating Seal. 5. Sound Ratings: AMCA 30 1 , tested to AMCA 300, and bearing AMCA Certified Sound R.ating Seal. C. Fabrication: Conform to AMCA 99. D. UL Compliance: UL listed and labeled, designed, manufactured, and tested as suitable for the purpose specified and indicated. 2.03 ROOF EXHAUSTERS AND VENTILATORS A. Fan Unit: V-belt or direct driven as indicated, with spun aluminum housing; resilient mounted motor; 1/2 inch mesh, 0.62 inch thick aluminum wire birdscreen; square base to suit roof curb with continuous curb gaskets. 5. Roof Curb: 20 inch high above the finished roof surface (compensate for roof insulation thickness at fan location) self-flashing of galvanized steel or aluminum construction with continuously welded seams, built-in cant strips, insulation and curb bottom. and factory installed nailer strip. C. Disconnect Switch: Factory wired, non-fusible, in Housing for thermal overload protected motor. D. Backdraft Damper: Motor actuated (or gravity damper if depicted on design drawings), aluminum multiple blade construction, felt edged with offset hinge pin, nylon bearings, blades linked, and line voltage motor drive, power open, spring return. E. Sheaves: Cast iron or steel, dynamically balanced, bored to ft shafts and keyed; variable and adjustable pitch motor sheave selected so required rpm is obtained with sheaves set at mid- position; fan shaft with self-aligning pre- lubricated ball bearings. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. 5. Provide sheaves required for final air balance at no additional expense to the project. C. Secure roof arid wall exhausters with cadmium plated steel lag screws to roof curb or structure. D. Extend ducts to roof and wall exhausters into roof curb or wall structure. Counterflash duct to roof or wall opening. E. Install backdraft dampers (gravity or motorized as depicted on design drawings) on inlet to roof and wall exhausters. F. All roofing penetrations shall be flashed and weather Sealed by the roofing manufacturer's authorized roofing contractor 'Atha Contractor's expense. This Contractor shall contract with the factory authorized roofing contractor for the specific roofing system applicable to this project. The use of an unauthorized roofing contractor may result in removal and replacement of the penetration systems at this Contractor's expense. END OF SECTION SECTION 233700 - AIR OUTLETS AND INLETS PART 1 GENERAL 1 .01 SECTION INCLUDES A. Rectangular ceiling diffusers. B. Grid core exhaust and return grilles. 2 1.02 SUBMITTALS A. Product Data: Provide data for equipment required for this project. Review outlets and inlets as to size, finish, and type of mounting prior to submission. Submit schedule of outlets and inlets showing type, size, location, application, accessories, and noise level. I .03 QUALITY ASSURANCE A. Test and rate air outlet and Inlet performance in accordance with AShIRAE Std 70. 5. Test and rate louver performance in accordance with AMCA 500-L. C. Code requirements shall supersede any conflicting requirements of this Section. I .04 QUALIFICATIONS A. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified in this Section, with minimum five years of documented experience. PART 2 PRODUCTS 2.0 1 MANUFACTURERS A. Titus; Krueger; Price Industries; Carnes Company HVAC; hart *Cooley; Ruskin. 2.02 RECTANGULAR CEILING DIFFUSERS A. Type: Square, adjustable pattern, stamped, multi- core, or architectural plaque diffuser to discharge air in 360 degree pattern with sectonzing baffles where indicated. B. frame: Inverted T-bar type. In plaster ceilings, provide plaster frame and ceiling frame. (To allow lift-out removal of the diffuser without removal of the plaster frame.) C. Fabrication: Steel with baked enamel off-white D. Accessories: Opposed blade damper and multi- louvered equalizing grid with damper adjustable from diffuser face. 2.03 GRID CORE EXHAUST AND RETURN GRILLES A. Type: Fixed grilles of 1/2 x 1 /2 x 1 inch louvers. 5. Fabrication: Aluminum with factory off-white enamel finish. C. Frame: I -1/4 inch margin with countersunk screw mounting. D. Frame: Channel lay-in frame for suspended grid ceilings where face size exceeds I 5 x 1 5 inch. E. Damper (if specified on drawings): Integral, gang- operated, opposed blade type with removable key operator, operable from face. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Check location of outlets and inlets and make necessary adjustments in position to conform with architectural features, symmetry, and lightmg arrangement. C. Install diffusers to ductwork with air tight connection. D. Provide balancing dampers on duct take-off to diffusers, and grilles and registers, despite whether dampers are specified as part of the diffuser, or grille and register assembly. E. Paint ductwork visible behind air outlets and inlets matte black. END OF SECTION SECTION 2374 13 - PACKAGED OUTDOOR ROOF TOP UNITS - GAS f IRED PART 1 GENERAL I .01 SECTION INCLUDES A. Packaged roof top units - Gas Heat. 5. Thermostat controls. C. Roof mounting curb and base. D. Economizer. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Carrier Corporation. 2.02 AIR CONDITIONING UNITS A. General: Roof mounted units having gas burner and electric refrigeration. 5. Description: Self-contained, packaged, factory assembled and prewired, consisting of cabinet and frame, supply fan, heat exchanger and burner, controls, air filters, refrigerant cooling coil and compressor, enthalpy economizer and power exhaust fan where indicated on the Drawings, condenser coil and condenser fan. C. DErlaewctinrgicasl Characteristics: As scheduled on the D. Disconnect Switch: Factory mount disconnect 5 BwRitcichAorniceNquipment 2.03 FA A. Cabinet: Steel with baked enamel finish, including access panels with screwdriver operated flush cam type fasteners or doors with piano hinges with locking handles. Structural members shall be minimum 18 gage, with access doors or panels of minimum 20 gage. 5. Insulation: one inch thick neoprene coated glass fiber with edges protected from erosion. C. Heat Exchangers: Aluminized steel or stainless steel where inclicateci on the Drawings, of welded construction. D. Supply Fan: Forward curved centrifugal type, resiliently mounted with V-belt drive, adjustable variable pitch motor pulley, and rubber isolated hinge mounted motor or direct drive as indicated. Isolate complete fan assembly. E. Air Filters: 2 inch thick disposable media in metal frames. F. Roof Mounting Curb: Galvanized steel, channel frame, insulated with gaskets, nailer strips. Provide roof curb of adequate height to provide a unit mounting height of I 2" or greater above the top of the roof surface with the curb mounted to the building structure. Roof curb height must compensate for the roof insulation thickness to meet this requirement. G. Vibration Isolation Curb: Only when indicated on the Drawings. 2.04 BURNER A. Gas 5urner: Induced draft or forced draft type burner with adjustable combustion air supply, pressure regulator, gas valves, manual shut-off, intermittent spark or glow coil tgnition, flame sensing device, and automatic 100 percent shut-off 5. PGI°t.asBurner Safety Controls: Energize ignition, limit time for establishment of flame, prevent opening of gas valve until pilot flame is proven, stop gas flow on ignition failure, energize blower motor, and after air flow proven and slight delay, allow gas valve to open. C. High Limit Control: Temperature sensor with fixed stop at maximum permissible setting, de-energize burner on excessive bonnet temperature and energize burner when temperature drops to lower safe value. D. Supply Fan Control: Temperature sensor sensing bonnet temperatures and independent of burner controls, with provisions for continuous fan operation. 2.05 EVAPORATOR COIL A. Provide copper tube aluminum fin coil assembly with galvanized drain pan and connection. 5. Provide capillary tubes or thermostatic expansion valves for units of G tons capacity and less, and thermostatic expansion valves and alternate row circuiting for units 7.5 tons cooling capacity and larger. 2.06 COMPRESSOR A. Provide hermetic or semi-hermetic compressors, 300 rpm maximum, resiliently mounted with positive lubrication, crankr.ae heater, high and low pressure safety controls, motor overload protection, suction and discharge service valves and gage ports, and filter drier. B. Five minute timed off circuit to delay compressor start. C. Outdoor thermostat to energize compressor above 35 degrees F ambient. 2.07 CONDENSER COIL A. Provide copper tube aluminum fin coil assembly with subcooling rows and coil guard. B. Provide direct drive propeller fans, resiliently mounted with fan guard, motor overload protection, wired to operate with compressor. 2.08 MIXED AIR CASING A. Dampers: Provide outside, return, and relief dampers with damper operator and control package to automatically vary outside air quantity. Outside air damper to fail to closed position. Relief dampers may be gravity balanced. 15. Gaskets: Provide tight fitting dampers with edge gaskets maximum leakage 5 percent at 2 inches pressure differential. C. Damper Operator: 24 volt with gear train sealed in oil. D. Damper Operator, Units 7.5 Ton Cooling Capacity and Larger: 24 volt with gear train sealed in oil with spring return on. E. Mixed Air Controls: Maintain selected supply air temperature and return dampers to minimum position on call for heating and above 75 degrees F ambient, or when ambient air enthalpy exceeds return air enthalpy. 2.09 INTEGRATED ECONOMIZER: A. Economizer shall be furnished and installed complete with outside air and relief dampers and controls. B. Provide low-leakage, opposed blade dampers. C. Economizer shall be capable of introducing up to 100% outdoor air for minimum ventilation as well as free cooling. D. Damper actuator shall be electronic, fully modulating design. E. Economizer outdoor hood shall be pre-painted and fully integrated with the unit. F. Provide differential enthalpy sensor capable of comparing heat content (temperature and humidity) of outdoor air and indoor air and controlling economizer cut-in point at the most economical level. 2.10 OPERATING CONTROLS A. Provide low voltage, adjustable thermostat to control heater stages in sequence with delay between stages, compressor and condenser fan, and supply fan to maintain temperature setting. I. Include system selector switch (off-heat-auto- cool) and fan control switch (auto-on). 2. The Mechanical Contractor shall provide all control wiring between thermostat and unit control panel and any required remote sensors. 3. Locate thermostat in room as shown. 4. Electric solid state microcomputer based roon, thermostat, located as indicated. Provide remote sensors when indicated on the Drawings. a. Room thermostat shall incorporate: 1) Automatic switching from heating to cooling. The thermostats shall maintain a 5-degree minimum deadband. 2) Preferential rate control to minimize overshoot and deviation from set point. 3) Set-up for four separate temperatures per day. 4) Instant override of set point for continuous or timed period from one hour to 3 I days. 5) Short cycle protection. G) Programming based on weekdays, Saturday arid Sunday. 7) Switch selection features including imperial or metric display, I 2 or 24 hour clock, keyboard disable, remote sensor, fan on-auto. . Room thermostat display shall include: 1) Time of day. 2) Actual room temperature. 3) Programmed temperature. 4) Day of week. 5) System mode indication: heating, cooling, auto, off, fan auto, fan on. G) Stage (heating or cooling) operation. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions and NEPA 90A. B. Mount units on factory built roof mounting curb providing watertight enclosure to protect ductwork and utility services. Install roof mounting curb level. Install roof mounting curb so that it bears on the building structure, not on top of the roof deck or roofing materials. Provide restraints where required by local codes. C. Provide cooling condensate dram n piping (and overflow piping if required) to approved location. Condensate piping shall be Schedule 40 galvanized steel pipe, Type L copper tube, or PVC. Contractor shall verify the selected material meets with the approval of all State, local authorities and utility company requirements. Verification of compliance of the selected piping material 15 the sole responsibility of the installing Contractor. Condensate piping located within the building shalt be insulated with 1/2 inch thick glass fiber or flexible elastomeric cellular foam insulation. Only metallic piping systems will be allowed in return air plenum Gelling space. END OF SECTION 4 SYMBOL DESCRIPTION MANUFACTURER MANUFACTURER NO. NECK SIZE TYPE INST. REMARKS D- I 2 WAY OFF. SUPPLY AIR DIFFUSER TITUS TDCA 24"x24" 8"x I 8" I 4 "0 LAY-IN WITH AG-75 OPF'OSED BLADE DAMPER D-2 4 WAY SUPPLY AIR DIFFUSER TITUS TDCA 24"x24" 8"x18" I 2 "0 LAY-IN WITH BLADE AG-75 OPPOSED DAMPER D-3 4 WAY SUPPLY AIR DIFFUSR E TITUS TDCA 24"x24" 8"x18" 10 110 LAY-IN WITH AG-75 OPPOSED BLADE DAMPER D-4 4 WAY SUPPLY AIR DIFFUSER TITUS TDCA 24"x 24" 8"x I 8" 8"0 LAY-IN WITH AG-75 OPPOSED BLADE DAMPER D-5 2 WAY OPP. SUPPLY AIR DIFFUSER TITUS TDCA 24"x24" 8"x I 8" 80 LAY-IN WITH BLADE AG-75 OPPOSED DAMPER D-6 2 WAY COR SUPPLY AIR DIFFUSER TITUS TDCA 24"x24" 8flx I 8" 6"0 LAY-IN WITH AG-75 OPPOSED ERADE DAMPER D-.7 2 WAY OPP SUPPLY AIR DIFFUSER TITUS TDCA I 2"xI2" 9"x9" 80 SURFACE AG-75 OPPOSED WITH B LADE DAMPER D-8 I WAY SUPPLY AIR DIFFUSER TITUS TDCA I 2"x 12" 9"x9" 80 SU RFACE WITH BLADE AG-75 OPPOSED DAMPER G- I RETURN AIR GRILLE TITUS 50F 24"x24" 22"x22" LAY-IN 1/2" x 1/2" x I" GRJD G-2 EXHAUST AIR GRIU_E TITUS 50F I 4"x I 4" I 2"x I 2" SURFACE 1/2 x I /2" x I " GRJD G-3 D<HAUST AIR GRILLE TITUS 50F 8"x8" G"x6" SURFACE 1/2" x 1/2" x 1" GQD C5 DIFFUSER / GRILLE SCHEDULE MARK LOCATION SERVES CM 5P IN. WG. DRIVE HP RPM WEIGHT LDS. POWER SUPPLY DESIGN EQUIPMENT NOTES VOLT PH liz EF- I ROOF TOILETS 200 0.5 DIRECT 1/20 i I ,550 26 115 I 60 GREENHECK / G-085-D I EF-2 ROOF PRESS 500 0.5 DIRECT 1/8 1 ,550 26 I I 5 I 60 GREENHECK / G-095-D 2 NOTES: I . AN SHALL BE MOUNTED ON INSULATED FACTORY CURB AND BE PROVIDED WITH MOTORIZEDDACKDRAFT DAMPER AND SHALL I3E INTERLOCKED WITF1 EACH TOILET 2. FAN SHALL BE MOUNTED ON INSULATED FACTORY CURB AND BE F'ROVIDED WITH MOTORIZED BACKDRAFT DAMPER AND SHALL BE INTERLOCKED WITH PR,E55 AREA B5 EXHAUST FAN SCHEDULE SOLID STATE SPEED ROOM LIGHT SWITC SOLID STATE SPEED PILOT SWITCH. CONTROL, h. CONTROL, 7 REVIEWED FOR CODE COMPLIANCE ApPonvF_n MAR 22 2011 City of Tukwila BUILDING nivisiom MARK CLG. CAP. (M511) COMP. KW HTG CAP. (MBH) CFM EXT. 5.F. AN 1311P ELECTRICAL WEIGHT (LI35) SEER/ ER K. TYPE CARRIER MODEL NUMBER 5N5. TOTAL NOM. TONS INPUT OUTPUT VOLTS P11 MCA MOCP RTU- I 102.3 l23. I 0.0 11.4 1 80.0 147.G 4,000 0.5 2.26 208 3 43.7 50 1,2 I 0 11.1 R4 I OA 48TCDD I 2A I C5-0F0F0 ( I -8) SCHEDULE NOTES: COOLING CAPACITIES ARE BASED ON EXPECTED SITE CONDITIONS: 78.6°F DB/ 64.0°F WE, INDOOR ENTERING AIR TEMPERATURE, 85.00E DD AIR ENTERING OUTDOOR FAN, AND A SIT ELEVATION OF 449 FEET ABOVE SEA LEVEL. SCHEDULED UNIT MAY DIFFER FROM ARI STANDARD CEM. I . CARRJERIS THE BASE OF DESIGN AND IS JOS. A. IANS PREFERRED EQUIPMENT MANUFACTURER. 2. PROVIDE WITH FACTORY INSTALLED DISCONNECT AND THROUGH THE BASE ELECTRICAL CONNECTION. 3. PROVIDE WITH I 4" HEIGHT ROOF CURD. 4. PROVIDE WIT11 DIFFERENTIAL ENThALPY ECONOMIZER AND BAROMETRIC RELIEF DAMPER,. 5. PROVIDE WITH CONDENSER, COIL HAIL GUARD. G. STANDARD STATIC MOTOR. FIELD SUPPLIED DRIVEI5 REQUIRED. 7. ThE SCHEDULED WEIGHT INCLUDES THE WEIGHT OF ACCESSORIES INCLUDING 14" ROOF CURB. 8. PROVIDE WITH E-COATED OUTDOOR COILS FOR CORROSION PROTECTION. A5 ROOF TOP UNIT SCHEDULE 5 1110•ft11/ 6 Calvin J. Coatsworth, AIA 2495 Campus Drive Second Floor Irvine, Cal ifomia 92612 Phone: 949. 833. 1930 Fax: 949. 833. 1140 12/13/2010 Schnaqcerl. EN New York Omaha is Los Angeles 800-581-0963 www.schnackel.com PS. A. BANK ESTABLISHED 1905 SOUTHCENTER PLAZA 321 STRANDER BLVD., SUITE 321 SEATTLE, WA 98188 REVISIONS: 13 DECEMBER, 2010 I55UED FOR JAB / LL/ PLAN REVIEW PROJECT: FILE: M-GOI.DWG DATE: 12/10/2010 DRAWN BY: SVVV SCALE: GROSS AREA SALES AREA A TAILOR./PRESS AREA FITTING AREA TOILET ROOM RECEIVED DEC 1 6 2010 PERMIT CENTER _J AS NOTED SHEET TITLE: HVAC SCHEDULES 4,102 sf 3,005 sf 335 sf GOO sf 1 62 sf M-601 UNIFORM DRAWING SYSTEM • U.S. NATIONAL CAD STANDARD VERSION 31 12110231DWGs1S -001. dwg ABBREVIATIONS A AB ABV ADDL ADJ AFF AGGR ALT ALUM ANCH APPVD APROX ARCH AR ARND BEL BD BLDG BLK BLKG BM BN BNDRY BOT OR B BOF BRCG BRG BSMT. BT BTW BYND CAM CALCS CANT CBC CC CCR CG CIP CJ CL CLR CMU CO COL COMP CONC CONN CONST CONT CONTR CP CTR CTSK CF d DBL DBLR DEPT DET DF /L DIAOR0 DIAG DIAPH DIM DIR DIST DL DN DO DWG DWL (E) EA EF e.g. EJ EL ELEC ELEV EMB EN ENGR EOS EQ EQUIP EQUIV ES ETC EW EXIST EXT Fb FB Pc FD FDN FF FIN FLR FLG FN Pm FOS FOW FP FRMG FS FT FTG Fy GA GB GC GALV GAR GEN GLB GND GR HD HDR HGR HK HORIZ OR H HOSP HP HR HS HT ID i.e. IF IN INCL INFO INSP NT INTERM INV AREA (IN2) ANCHOR BOLT ABOVE ADDITIONAL ADJACENT ABOVE FINISH FLOOR AGGREGATE ALTERNATE ALUMINUM ANCHOR APPROVED APPROXIMATELY ARCHITECTURAL; ARCHITECT ANCHOR ROD AROUND AND AT BELOW BOARD BUILDING BLOCK BLOCKING BEAM BOUNDARY NAIL BOUNDARY BOTTOM BOTTOM OF FOOTING BRACING BEARING BASEMENT BENT BETWEEN BEYOND CAMBER CALCULATIONS CANTILEVER CALIFORNIA BUILDING CODE CENTER TO CENTER CALIFORNIA CODE OF REGULATIONS CENTER OF GRAVITY CAST IN PLACE CONSTRUCTION JOINT; CONTROL JOINT CENTER LINE CLEARANCE; CLEAR CONCRETE MASONRY UNIT COMPANY COLUMN COMPRESSION CONCRETE CONNECTION; CONNECT CONSTRUCTION CONTINUE; CONTINUOUS CONTRACTOR COMPLETE PENETRATION CENTER COUNTERSINK; COUNTERSUNK CUBIC FOOT PENNY (NAIL OR db) DOUBLE DOUBLER DEPARTMENT DETAIL DOUGLAS FIR/LARCH DIAMETER DIAGONAL DIAPHRAGM DIMENSION DIRECTION DISTANCE DEAD LOAD DOWN DITTO DRAWNG DOWEL EXISTING EACH EACH FACE FOR EXAMPLE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMBEDDED EDGE NAIL ENGINEER EDGE OF SLAB EQUAL EQUIPMENT EQUIVALENT EACH SIDE ET CETERA EACH WAY EXISTING EXTERIOR ALLOWABLE BENDING STRESS FLAT BAR CONCRETE COMPRESSION STRENGTH FLOOR DRAIN FOUNDATION FINISH FLOOR FINISH FLOOR FLANGE FIELD NAIL MASONRY COMPRESSIVE STRENGTH FACE OF STUD FACE OF WALL FIREPROOF; FULL PENETRATION FRAMING FULL SIZE; FAR SIDE FOOT; FEET FOOTING YIELD STRENGTH GAUGE GRADE BEAM GENERAL CONTRACTOR GALVANIZED GARAGE GENERAL GLUED LAMINATED BEAM GROUND GRADE HOLD DOWN HEADER HANGER HOOK HORIZONTAL HOSPITAL HEAVY PILING HARD ROCK HIGH STRENGTH HEIGHT MOMENT OF INERTIA INSIDE DIAMETER THAT IS INSIDE FACE INCH INCLUDE, INCLUDING INFORMATION INSPECTION, INSPECTOR INTERIOR INTERMEDIATE INVERT JST JT KIP OR K KO KP KSF KSI LAB LBS OR # LDGR LF LG LH LIN LL LLBB LLH LLV LOCS LONGIT LP LSH LTWT LVL MAS MAT MAX MB MDF MECH M EZZ MFR MID MIN MISC MK MTL MULT (N) N NAT NF NIC NLG NO. OR # NS NTS OC OD OF OH OPNG OPP OPNG OSB PARA OR // PC PC PCF PCI PDF PLF PE PERP OR-- PI PL OR PL PL PLY PLCS PLBG PNL PP PREFAB PRKG PROJ PROP PSF PSI PUN PTFE PVC PVMT PWJ RAD RAFT RD REF REG REINF REQ RET REV RF RM RO S SCHED SECT SEL SEP SHT SHTG SIM SJ SLBB SMS SPA SPCG SPCL SPCS SPECS SQ SS SSH STAGG STD STIFF STIRR STL STRUC SW SYM T T &B T &G T/ TB TEMP THK THRU TL TN TOB TOC TOL TOS TOSH TOSL TOW TRANSV TSG TYP JOIST JOINT 1,000 POUNDS KNOCK -OUT KING POST KIPS PER SQUARE FOOT KIPS PER SQUARE INCH LABORATORY POUND LEDGER LINEAL FOOT LONG LOW HYDROGEN LINEAL; LINEAR LIVE LOAD LONG LEGS BACK-TO-BACK LONG LEG HORIZONTAL LONG LEG VERTICAL LOCATIONS LONGITUDINAL LOW POINT LONG SLOTTED HOLES LIGHTWEIGHT LEVEL MASONRY MATERIAL MAXIMUM MACHINE BOLT MEDIUM DENSITY FIBERBOARD MECHANICAL MEZZANINE MANUFACTURER MIDDLE MINIMUM MISCELLANEOUS MARK METAL MULTIPLE NEW NORTH NATURAL NEAR FACE NOT IN CONTRACT NAILING NUMBER NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPPOSITE HAND OPENING OPPOSITE OPENING ORIENTED STRAND BOARD PARALLEL PRECAST PIPE COLUMN POUNDS PER CUBIC FOOT POUNDS PER CUBIC INCH POWER DRIVEN FASTENERS POUNDS PER LINEAL FOOT POLYETHYLENE, PROFESSIONAL ENGINEER PERPENDICULAR PLYWOOD INDEX PLATE PROPERTY LINE PLYWOOD PLACES PLUMBING PANEL PARTIAL PENETRATION PREFABRICATED PARKING PROJECT PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PUNCHED POLYTETRAFLUORETHYLENE (TEFLON) POLYVINYL CHLORIDE PAVEMENT PLYWOOD WEB JOIST RADIUS RAFTER ROOF DRAIN REFERENCE REGULAR REINFORCE; REINFORCING REQUIRED RETAINING REVISION ROOF ROOM ROUGH OPENING ELASTIC SECTION MODULUS SCHEDULE SECTION SELECT SEPARATION SHEET SHEATHING SIMILAR SEISMIC JOINT SHORT LEGS BACK-TO-BACK SHEET METAL SCREWS SPACES SPACING SPECIAL SPACES SPECIFICATIONS SQUARE SELECT STRUCTURAL SHORT SLOTTED HOLES STAGGER STANDARD STIFFENER STIRRUP STEEL STRUCTURAL SHEAR WALL SYMMETRICAL TOP TOP & BOTTOM TONGUE & GROOVE TOP OF TIE BEAM TEMPERATURE, TEMPORARY THICK THROUGH TOTAL LOAD TOE NAIL TOP OF BEAM TOP OF CURB TOP OF LEDGER TOP OF STEEL TOP OF SHEAR WALL TOP OF SLAB TOP OF WALL TRANSVERSE TAPERED STEEL GIRDER TYPI CAL UL UBC UNO UT VERT or V VIF WF W/ W/C W/O WD WP WWF WHT UNDERWRITERS' LABORATORY, INC. UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE ULTRASONIC TEST VERTICAL VERIFY IN FIELD WIDE FLANGE WITH WATER/CEMENT WITHOUT WOOD WORK POINT, WATERPROOF WELDED WIRE FABRIC WEIGHT STRUCTURAL STEEL SHAPES W W SHAPES S. M HP MC L WT, ST, MT P# PX# PXX# HSS TS INSTITUTIONS ACI AISC AISI AITC ANSI. APA ASTM AWPB AWS CRSI DSA ICBO ICC ICC -ER ICC -ES ICC -ESR OSHPD PCI PTI SJI TPI SYMBOLS S SHAPES M SHAPES HP SHAPES STD CHANNEL MISC CHANNEL ANGLES STRUCT TEES CUT FROM W, S, M SHAPES STANDARD PIPE EXTRA STRONG PIPE DBL EXTRA STRONG PIPE HOLLOW STRUCTURAL SECTION TUBE SECTION AMERICAN CONCRETE INSTITUTE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN IRON AND STEEL INSTITUTE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN PLYWOOD ASSOCIATION AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WOOD PRESERVERS BUREAU AMERICAN WELDING SOCIETY CONCRETE REINFORCING STEEL INSTITUTE DIVISION OF THE STATE ARCHITECT INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS INTERNATIONAL CODE COUNCIL ICC -ES LEGACY REPORT ICC EVALUATION SERVICE ICC -ES REPORT OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT PRE -CAST CONCRETE INSTITUTE POST - TENSION CONCRETE INSTITUTE STEEL JOIST INSTITUTE TRUSS PLATE INSTITUTE DETAIL NUMBER SHEET NUMBER DETAIL REFERENCE SECTION REFERENCE WALL ELEVATION DATUM ELEVATION REVISION & CLOUD GRID SYSTEM WOOD 1. ALL STRUCTURAL LUMBER SHALL BE, DOUGLAS FIR, VISUALLY GRADED OR MACHINE GRADED UNDER THE STANDARD GRADING RULES, NO. 17 OF THE WEST COAST LUMBER INSPECTION BUREAU. ALL FRAMING MEMBERS SHALL BE AS FOLLOWS: 3" NOMINAL AND SMALLER BEAMS AND JOISTS 4 x OR LARGER BEAMS AND JOISTS 4 x 4 AND LARGER POSTS WALL STUDS GRADE NO. 2 UNO GRADE NO. 2 UNO GRADE NO. 2 UNO GRADE NO. 2 UNO 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IN DIRECT CONTACT WITH EARTH SHALL BE PRESSURE TREATED DOUGLAS FIR IN ACCORDANCE WITH CODE SECTION 2303.1.8 AND 2304.11. ALL CUTS, HOLES & NOTCHES BE TREATED WITH A PRESERVATIVE APPROVED BY THE STRUCTURAL ENGINEER. 3. FASTENERS FOR PRESSURE - PRESERVATIVE TREATED WOOD SHALL BE HOT- DIPPED ZINC COATED GALVANIZED, STAINLESS STEEL, SILICON BRONZE. OR COPPER PER CBC 2304.9.5. 4. ALL STRUCTURAL PLYWOOD SHEATHING SHALL BE DOUGLAS FIR STANDARD GRADE STRUCTURAL I WITH EXTERIOR GLUE CONFORMING TO THE LATEST EDITION OF PS 1 UNO. ALL STRUCTURAL COMPOSITE SHEATHING SHALL BE DOUGLAS FIR STANDARD GRADE STRUCTURAL I WITH EXTERIOR GLUE CONFORMING TO THE LATEST EDITION OF PS 2 UNO. ALL PANELS SHALL BEAR LEGIBLE DFPA STAMPS. 5. ALL FLOOR AND ROOF SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING UNO. ALL SHEATHING SHALL BE APPROVED BY THE BUILDING INSPECTOR BEFORE COVERING. 6. UNLESS NOTED OTHERWISE, ALL WOOD SILL PLATE UNDER BEARING, EXTERIOR, OR SHEAR WALLS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE BOLTED TO CONCRETE OR MASONRY WITH 5/8" 0 ANCHOR RODS W/ 7" MIN CONCRETE /MASONRY EMBED AT 6' -0" OC FOR STRUCTURES TWO STORIES OR LESS AND 4' -0" OC FOR STRUCTURES OVER TWO STORIES IN HEIGHT BEGINNING AT 4" MIN AND 12" MAX FROM EACH END OF THE PLATES. 7. ALL BOLT HEADS AND NUTS WHICH BEAR AGAINST THE FACE OF WOOD MEMBERS SHALL BE PROVIDED WITH 2 "x2 "x3/16" STEEL PLATE WASHERS UNO. ALL ANCHOR BOLTS FOR SHEAR WALLS SHALL BE PROVIDED WITH A 3 "x3 "x0.229" MIN STEEL PLATE WASHER UNLESS NOTED OTHERWISE. 8. ALL NAILS FOR CONNECTING WOOD MEMBERS SHALL BE COMMON NAILS. MINIMUM NAILING REQUIREMENTS OUTLINED IN TABLE 2304.9.1 SHALL BE FOLLOWED UNLESS NOTED OTHERWISE. 9. RETIGHTEN BOLTS BEFORE CLOSING -IN. 10. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE ARCHITECT OR STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16" SHEATHING. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. 11. ALL WOOD HARDWARE CONNECTORS SHALL BE SIMPSON STRONG -TIE UNLESS NOTED OTHERWISE. 12. PROVIDE FULL DEPTH BLOCKING AT 4' -0" OC BETWEEN ADJACENT JOISTS UNDER ALL PERPENDICULAR PARTITIONS. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. 13. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, CONDUIT, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED FOR SUCH ALTERATIONS. 14. ROOF SHEATHING SHALL BE INSPECTED PRIOR TO PLACING INSULATION AND ROOFING. 15. SOLID BLOCKING (2x MIN) SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. 16. ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554. ALL BOLTS SHALL CONFORM TO ASTM A307. 17. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. (THIS INCLUDES HOLES FOR ANCHOR RODS IN SILL PLATE). 18. JOIST CONNECTIONS SHALL BE SIMPSON 'LUS' UNLESS NOTED OTHERWISE. 19. ALL POST CONNECTIONS LOCATED DIRECTLY ON CONCRETE SHALL BE SIMPSON 'CB' UNLESS NOTED OTHERWISE. 20. FILL ALL NAIL HOLES OF WOOD CONNECTION HARDWARE (STRAPS, HANGERS, ETC.) PREFABRICATED WOOD MEMBERS 1. ALL PREFABRICATED WOOD MEMBERS INDICATED ON THE DRAWINGS SHALL BE AS MANUFACTURED BY THE TRUS JOIST CORP., TMI JOIST, INC., OR APPROVED EQUAL. 2. PRIOR TO FABRICATION AND INSTALLATION, THE MANUFACTURER SHALL SUBMIT COPIES OF CURRENT ICBO REPORTS FOR REVIEW. 3. THE MATERIALS AND FABRICATION PROCEDURES FOR ALL MEMBERS SHALL COMPLY WITH THE REQUIREMENT OF CURRENT ICBO REPORTS. 4. THE SIZE AND LOCATION OF ALL HOLES SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS OR ICBO REPORTS. 5. TOP AND BOTTOM FLANGES ARE NOT TO BE CUT. 6. MEMBERS SHALL BE DELIVERED TO THE JOB SITE IN BUNDLES AND STORED IN AN UPRIGHT POSITION NOT IN CONTACT WITH THE GROUND. 7. ANY DAMAGE OR DISTORTION OF MEMBER SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND THE SUPPLIER. FIELD MODIFICATIONS SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL FROM THE SUPPLIER AND THE ENGINEER. 8. ALL MEMBERS SHALL BE ANCHORED AND BRACED AS REQUIRED. THE ERECTOR SHALL PROVIDE SUPPLEMENTAL LATERAL BRACING AS REQUIRED FOR THE TOP FLANGES UNTIL FLOOR OR ROOF DIAPHRAGMS ARE INSTALLED. 9. PRIOR TO FABRICATION, SHOP DRAWINGS INDICATING MEMBER DESIGNATIONS, LAYOUT AND DETAILS SHALL BE SUBMITTED TO THE ARCHITECT /ENGINEER FOR APPROVAL. 10. LOADS: ROOF: DL= 20 PSF LL= 25 PSF 5 STRUCTURAL NOTES GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: 2007 CALIFORNIA BUILDING CODE AND LATEST REVISIONS REFERRED TO HERE AS "THE CODE ", AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES & STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWNG: SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON - BEARING PARTITIONS. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS ETC. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN. FLOOR AND ROOF FINISHES. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWNG: PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS. 7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 8. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. FOR ANY FURTHER RESTRICTIONS ON OPENINGS IN STRUCTURAL ELEMENTS, SEE APPLICABLE SECTIONS BELOW. 9. PIPES LARGER THAN 1 -1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED.NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECKING. 10. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 11. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 12. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND /OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 13. DESIGN LOADS: LIVE LOADS: ROOF 25 PSF REDUCIBLE 14. WIND ANALYSIS PER CHAPTER 16 OF THE CODE OCCUPANCY CATEGORY = II IMPORTANCE FACTOR Iw = 1.00 BASIC WIND SPEED = 85mph WIND EXPOSURE = C 15. SEISMIC ANALYSIS PER CHAPTER 16 OF THE CODE UTILIZING THE FOLLOWING PROCEDURE: - THE EQUIVALENT LATERAL FORCE ANALYSIS - MODAL RESPONSE SPECTRUM ANALYSIS - SEISMIC RESPONSE HISTORY PROCEDURE OCCUPANCY CATEGORY = II IMPORTANCE FACTOR = 1.00 Ss = 1.418 S� = 0.485 SITE CLASS = D SDS = 0.945 Spy = 0.490 GROUND MOTION USED : SITE SPECIFIC DESIGN RESPONSE SPECTRUM USING USES SEISMIC HAZARD CURVES AND UNIFORM HAZARD RESPONSE SPECTRA. INCOMPLETE Mto- I7 9 REVIEWED FOR CODE COMPLIANCE ApPQnvED MAR 2 2 2011 City of Tukwila BUILDING DIVISION E D RECEIVED MAR 18 2011 PERMIT CENTER J Calvin J. Coatsworth, AIA 2495 Campus Drive Second Floor Irvine, California 92612 Phone: 949. 833. 1930 Fax: 949. 833. 1140 Eing Consulting Engineers 18500 Von Karman Avenue, 10th Floor Irvine, California 92612-0527 (949) 252 -1022 Fax (949) 252 -8082 Jos. A. BANK ESTA 13LISHIEID 1905 SOUTHCENTER PLAZA 321 STRANDER BLVD. SEATTLE, WA 98188 REVISIONS: 3 FEBRUARY, 201 I ISSUED FOR, PLAN REVIEW PROJECT: FILE: DATE: DRAWN BY: SCALE: 10191 5-00 1 . DWG 12/10/2010 GROSS AREA SALES AREA A TAILOR. /PRESS AREA FITTING AREA TOILET ROOM AS NOTED 4,102 sf 3,005 sf 335 sf G00 sf 1 G2 sf SHEET TITLE: GENERAL NOTES ABBREVIATIONS & SYMBOLS S -001 UNIFORM DRAWING SYSTEM - U.S. NATIONAL CAD STANDARD VERSION 3.1 1 4 : \Projects \2011 \211023 \DWGs \S- 101.dwg 11 H1 (E) 5 11 /8 "x12" GLB w 0 1 (E) W21x62 x 16" LVL 2.0 () y0 0 g 0 0n- 0 co i0 M13/4 "x16 "LVL2 NEW RTU (E W16x31 U 0 it c LU (E) 5 1/8 "x12" GLB !+i ' 41"a L,';.AL"01010010 0 0 ii:�. .. +. '1: Ps 4004X—M3.00110 (E) 5\:1118 "x12" GLB _nZ131161,24 t ... :0:013!3:+30ael0:1 �W-& +s o.01 ∎2 _;: e 0. 2.41. :. ; gg003ii01 Uy (E) 5 1/8 "x12" GLB 1:0=0:1, E0 100010 0000 75 ;?li 1000000000 :t '.t bt 01 :Q.;5A4100 11 Rio - i77 CODE FOR E COMPLIANCE MAR 2 2 2011 City of Tukwila BUILDING DIVIsIe M RECEIVED MAR 18 2011 PERMIT CENTER E 2 • kik* glift■ Calvin Coatsworth, AIA 2495 Campus Drive Secortd Floor Irvine, Califomia 92612 Phone: 949. 833. 1930 Fax: 949. 833, 1140 fagConsulting Engineers 18500 Von Kerman Avenue, 10th Fly Irvine, California 92612 -0527 (949) 252 -1022 Fax (949) 252 -8082 J S. A. 0 BAND ESTABLISHE[3 1905 SOUTHCENTER PLAZA 321 STRANDER BLVD. SEATTLE, WA 98188 REVISIONS: 3 FEBRUARY, 201 I ISSUED FOR PLAN REVIEW PROJECT: FILE: DATE: DRAWN BY: SCALE: 10191 S- IOI.DWG 12/10/2010 AS NOTED GROSS AREA 4, 102 sf SALES AREA 3,005 sf TAILOR. /PRESS AREA 335 sf FITTING AREA 600 sf TOILET ROOM 1 62 sf SHEET TITLE: ROOF FRAMING PLAN 5 -101 UNIFORM DRAWING SYSTEM - U.S. NATIONAL. CAD STANDARD VERSION 3.1 1 6 #10 SCREWS @ 12" OC, TYP NEW RTU METAL CURB TYP 10# x 2" SCREWS @ 12" OC AT METAL CURB W/16d @12 "OC TYP 2x4 SHAPED LEVELING CURB W/ 16d @ 12" OC, TYP (E) SHEATHING it (E) JOIST (2) 16d @ 12' OC, TYP • 4.a 4., Calvin J. Coatsworth, AIA 2495 Campus Drive Second Floor Irvine, Califomia 92612 Phone: 949. 833. 1930 Fax: 949. 833. 1140 3/4" PLYWOOD CONT FILLER BLOCKS EA SIDE OF WEB W/ (2) 8d NAILS @ 12" OC STAGGERED TO OPPOSITE SIDES, TYP SECTION AT RTU DUCT WORK LVL BEAM PER PLAN, TYP 1 " =1' -0" #10 SCREWS @ 12" OC, TYP NEW RTU METAL CURB TYP SIMPSON 'MIU' HANGERS, TYP 10# x 2" SCREWS @ 12" OC AT METAL CURB W/16d @12 "OC TYP 2x4 SHAPED LEVELING CURB W/ 16d @ 12" OC, TYP (E) SHEATHING Consulting Engineers 18500 Von Karman Avenue, 10th Floor Irvine, California 92612-0527 (949) 252 -1022 Fax (949) 252 -8082 3/4" PLYWOOD CONT FILLER BLOCKS EA SIDE OF WEB W/ (2) 8d NAILS @ 12" OC STAGGERED TO OPPOSITE SIDES, TYP (2) 16d @ 12' OC, TYP (E) JOIST AT LVL BEAM PER PLAN, TYP HEAD -OUT SECTION AT RTU 1"=--1'4)" Jos. A. BANK ESTA SLASHED, ' 190 5 SOUTHCENTER PLAZA 321 STRANDER BLVD. SEATTLE, WA 98188 REVISIONS: 3 FEBRUARY, 201 I ISSUED FOR PLAN REVIEW REvIEwWi wcE CODE COMA APPPAVED MAR22ZDI1 City of Tukwila BUILDING DIVISION PROJECT: FILE: DATE: DRAWN BY: SCALE: 10191 S-20 1 . DWG 12/10/2010 AS NOTED GROSS AREA 4,102 sf SALES AREA 3,005 sf TAILOR. /PRESS AREA 335 sf FITTING AREA GOO sf TOILET ROOM 1 G2 sf SHEET TITLE: SECTIONS AND DETAILS S -201 UNIFORM DRAWING SYSTEM - U.S. NATIONAL CAD STANDARD VERSION 3.1