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Home My WebLink AboutPermit D14-0033 - GILLY HICKS DEBRANDING - TENANT IMPROVEMENTGILLY HICKS DEBRANDING 457 SOUTHCENTER MALL D14-0033 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT 9202470010 457 SOUTHCENTER MALL Project Name: GILLY HICKS DEBRANDING Permit Number: D14-0033 Issue Date: 2/3/2014 Permit Expires On: 8/2/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, OH, 92013 WILLIAM CARTER Phone: (614) 461-0101 130 E CHESTNUT ST, #302 , COLUMBUS, OH, 43215 ROYAL SEAL CONSTRUCTION INC Phone: (817) 491-6400 124 MCMAKIN RD , BARTONVILLE, TX, 76226 ROYALSC093RJ Expiration Date: 1/4/2016 DESCRIPTION OF WORK: DEMOLISH THE INTERIOR OF AN EXISTING RETAIL STORE. SCOPE OF WORK IS TO RETURN TENANT SPACE TO WHITE BOX CONDITION LEAVING EXISTING RESTROOMS AND ELECTRICAL SERVICE. INTERIOR PARTITIONS, FINISHES, AND CEILINGS TO BE REMVOED. LIGHTING AND SPRINKLERS TO BE REWORKED PER CODE. Project Valuation: $150,000.00 Fees Collected: $3,296.72 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Occupancy per IBC: M Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 2_ !O� I hearby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances gover this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: C Print Name: 77/rl a y /7 ? &lex r This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Date: 02 -3 -2o/' PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 8: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 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 #2328) (IFC 104.2) 15: All interior demo debris must be removed prior to demo of the automatic sprinkler system. Contact the Tukwila Fire Prevention Bureau at 206/575-4407 for an inspection of the building prior to shut down of the automatic sprinkler system. 16: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0502 LATH & GYPSUM 4041 SI-SPRAY FIRE -RESIST CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) eamiudimatiairimag CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: Tenant Name: 'tfield Southcenter Mall 3 Southcenter Parkway Gilly Hicks PROPERTY OWNER Name: Westfield Corp, Inc. Address:11601 Wilshire Rlvd, 12th flo City:Los Angeles State: CA Zip: 90025 CONTACT PERSON - person receiving all project communication Name: William Carter Address: 130 E. Chestnut St. #302 City: Columbus State: OH Zip: 4321 5 Phone: 61 4 - 4 6 1 - 0 1 01 Fax:61 4-461-1 1 07 x224 Email: bcarter@abbotstudios .com GENERAL CONTRACTOR INFORMATION Company Name: oyal Seal Contruttion Address: v, , ^ � ,� / aV4 V l r n11-d City: Ilo � � n (.1 Stair:`uL Zip: `(f2 Phone: 81 7-491-6400 Fax: Contr Reg No A,t G�� ,�z�Hate. 01q�� ',� /KJ �c14 Tukwila Business License No.: gt- O r King Co Assessor's Tax No.:A2 O2i 1"123 ,� Suite Number: 1 5 5 0 Floor: 1 o f 3 New Tenant: 0 Yes [ ..No ARCHITECT OF RECORD Company Name: Architect Name: Wi 11 i am E. Abbot Address: 130 E. Chestnut St. #302 City: Columbus State: OH Zip:4 3215 Phone: 61 x2 -0101 Fax:61 4-461-1 1 07 Email: babbot _ abbot studios .com ENGINEER OF RECORD Company Name: Engineer Name: Soradej Thimdit Address: 130 E. Chestnut ST. #303 City: Columbus StateOH Zip:4321 5 Phone: 61 4-224-3331 Fax: n/a Email: sthirn iteess-mep.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: x:\Appliatiom\Fo m -AppJiaaion On Lme12011 Appucuiomlrema Apaiation Revised --9-11.aoa Revised: August 2011 b Page 1 of 4 BUILDING PERMIT INFORMATION - 206-431 3670 Valuation of Project (contractor's bid price): $ 1 S 0 , 0 0.0 0 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Demo the interior of an existing Gilly Hicks retail store. Scope of work is to return tenant space to white box condition leaving existing restrooms and electrical service. Interior partitions, finishes and ceilings tobe removed. Lighting and Sprinklers to be reworked per code requirements. Will there be new rack storage? ❑ Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below • Existing Demolition Interior Remodel Addition to Existing Structure New Type of Construction per, IBC Type of Occupancy per, IBC 1a1 Floor 9,990 9,990 n/a n/a IIB M 2nd Floor 3'd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq 11): Floor area of principal dwelling: Floor area of accessory dwelling *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ta Automatic Fire Alarm El No If "yes", explain: 0 None ❑ Omer (sPecify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes ® No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplialioodRmms-Application. On 1ine12011 AppliaioodPermi Application Revised - 8-9-I1.doac Revised: Auger 2011 bh Page2of4 ' PERMIT APPLICATION NOTES — Value of Consdvedoe — 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 currant foe schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exooeding 90 days each. The extension shall be requested in writing and justifiable cause danonsirated. Section 105.32 International Building Code (await edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: / W�tsPrint Namebcar �a-otudios . com Mailing Address: 130 E.Chestnut St., #302 Date: January 8, 2014 Day Telephone: 614-461-01 01 , x224 Columbus city OH 43215 state zip ILIApplicatioosWorno-Applicaticos Os Lioo 2011App5emomlPatmbApplication Revsed.Ib9.11.doa Ravish Ammo 2011 id, Page 4 of 4 Cash Register Receipt City of Tukwila PermitTRAK D14-0033 DESCRIPTIONS Address: 457 SOUTHCENTER MALL DEVELOPMENT ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R2587 ACCOUNT pn:9202470010 R000.345.830.00.00 QUANTITY PAID 0.00 21.00 21.00 $21.00 $21.00 $21.00 Date Paid: Tuesday, July 15, 2014 Paid By: JEFFREY LAY Pay Method: CREDIT CARD 013511 Printed: Tuesday, July 15, 2014 8:35 AM 1 of 1 RWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PrmitTRAK� t QUANTITY PAID t �14 00 T Adc� � SO NTE t HALL Apin: 920247t1i 11 k DEVELOPMENT $2,037.93 $1,941.10 PERMIT FEE R000.322.100.00.00 $1,936.60 WASHINGTON STATE SURCHARGE 8640.237.114 $4.50 TECHNOLOGY FEE $96.83 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1045 R000.322.900.04.00 $96.83 $2,037.93 Date Paid: Monday, February 03, 2014 Paid By: ROYAL SEAL CONSTRUCTION INC Pay Method: CREDIT CARD 04015C Printed: Monday, February 03, 2014 1:39 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT DEVELOPME PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R719 R000.345.830.00.00 QUANTITY PAID $1,258.79 $1,258.79 $1,258.79 Date Paid: Tuesday, January 14, 2014 Paid By: ABBOT STUDIOS Pay Method: CHECK 8467 Printed: Monday, January 13, 2014 4:58 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit '� 1 INSP T PER IT NO. CITY OF TUKWILA BUILDING DIVISIc N 04 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 pro t; 1 1 1 �� i,e+LS Type.of inspection: t-InJ,ci4 SAddress:- e � � 4 � 1 Date Called: Special Instructions: Date Wed: — 2,3 -- p.m. Requester: • Phone No: 13 Approved per applicable codes. QCorrections required prior to approval.. COMMENTS: i 600z(P1 J(7 l 1_, rc v E- t 1 �_ -t--� ./ e--t( e-►^ \ ti oats:/ z3-of ECTION FEE REQ RED. Prior to next inspection. fee must be t 6300 Southcenter vd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD i_ Retain a copy with permit INSP T N PERmIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Prof I LL+� t 1-4-lem Typ of Ins ection: 64 i' R !q L' k+' Address: : tt Date Called: Special Instructions: Date Wanted. / J Q� m. .. Requester: Phone No: 1 Approved per applicable codes. ElCorrections required prior to approval. COMMENT& r Q L; 5 i,+,'„ - 4pcue i P ACC WI L. -.L.N S:tptoOT 1 c.., 4 bl. k Q t1 +V c f 5`0 0 rA k 5ps/,)Li 6 ion" Li c( -' 1-. ,,fo.le £ -Co7- 3o e(i sty c t A lowP ! +L} z- e- s -4 0 C+ c&N.A e-t e S 4 St 64 4 t. t-, ✓e. A vm t / a i l ( INSPECTION FEE REQUIRED. Pr or to next inspection, fee must be id at`6300Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projec ', /� ``'' �( t�' GK5 Type of inspection: j 0 / O:1. ' , Ai h l Addres : Date Called: Special Instru Lions: pre- £ t\ Fit-` • �on Date Wanted. , , 7,..i. Phe No. Approved per applicable codes. Corrections required prior to approval. COMMENTS: dx-"d 91-1 S°I 4 0% 1 \ -k riApt `A- ?,9/ /),v b p'_ 1 cer ? /IS , ems, 4 z/ P/ 0iy o66 z D/ = cid62 " (,4i4f5 f ,-c ;74: o / , b ewa �. �� <��y L / 'iri : Ai 167.4.r/4 `+.2i; 7ri.-Y 'S 6 Pc-1 cj` c) O f)(9,,AP f AJ 2-(/ 6))4140__.k, ,10570,01471 ,�r��/►j1K,jj .,t Date. 1 REINSPECTION FEE REQUI D. Prior to next inspection, fee must be. paid at 6300 Southcenter vd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ERM T NO. CITY OF`TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line- (206) 431-2451 Proj cr ( 0 I 1 Address: Type Date Wanted: 2 - a.m. p.m. Requester:CIOAM- PhgriAsi - brio kY Approved per applicable codes. ISCorrections required prior to approval. COMMENTS: ( "Rye AlAy OFfitsb irt:kl/� .t ✓ -7*4tslotiASe fiorV+ 4 :4 kktc-Aff ire -% e S ✓ Q' :Co'fii o f vnv 1 IQ 1 cs- ilt•recf M mac. She t t5+ • X.Q42.A ki) or: NSPECTION FEE REQ IRED. Prior to xt inspection, fee must be d at 6300 Southcenter B d.. Suite 100. tt to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 981,88 206-575-4407 Project: ' Ve-X r / ,..._ e.- ‘e pe of/ s coon: Address: (� Suite #: t gc, � Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Correct equir d prior to approval: COMMENTS: 1s7 7 Ai e4v et e /#7 -4 -f (1,/A-fil 47c74ePe Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ,, Inspector• Date: 7 /c /Y Hrs.: /, o n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: - Address: City: State: Zip: Word/Inspection ecor Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER NM-©oS3. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: tS--i 'Q_. M Pr(( Type f Inspection: 7 A — SP -- Fir-t- Address: Suite #: Lt5 7 Sc... 14 A Con ct Person: Special Instructions: Phone No.: proved per applicable codes. COMMENTS: I I Corrections required prior It approval N © F.J2-r I +e_ & p4 0 Ai 3fitCltdej 71 - do(9 �-�- t' _oO(9L Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:>"- f �� Date. ? / f /Hrs.: (= 0 ,. i f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name:' State: Zip: I(.ra.ZaI1&ASOc i ates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 7/18/2014 PROJECT*. 06614195 PROJECT: Victoria's Secret LOCATION: South Center Mall Space 457 KA P.M.: Bill Throne FIELD REPORT NO.: CONTRACTOR: Davaco PERMIT # D14-0033 INSPECTOR: Mari Mundy JURISDICTION: Tukwila WEATHER: Indoors 14195DFR071814-MM TEMP: On site spray -applied fireproofing inspection. Visually examined the fireproofing on the ten steel columns above the suspended ceiling. Each column was visually examined and there was no damage to the fireproofing noted on any of the columns. Reviewed BY V(ASTM Test d: EqulpmentfA„et Number(,): To the best of my knowledge, the above WAS performed In accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: M • A 4..,h Jr Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Daft Fidd Reperi Revisits I ESeglre I2tu2Ou The Mambo pu,bgmthis maxi is mondaOrr :r..h.ae*Me dbd. TW.pomisol be [Iceboat Ina Omni villa& lamina malssio• ofibedbai "NKr:mak "MAMA nil gm Idima arbi3eam.We..d,e mad mg nob loud a W aeeko al imam, edrbia. Tr Monk. bagel to..i.. pl.aire warier eyd0M.6web.as *Paw imam.ee,M alfeNtay bglady orwwa Thermo raoNh wtwo moist Mwme air 2012 Washington State Energy Code Compliance Forms for Commercial, Group RI , and > 3 story R2 and R3 Interior Lighting Summary 2012 Washington State Energy Code Compliance Forms for Commercial, Group RI, and > 3 story R2 and R3 LGT-SUM Revised June 2013 Project Info Project Address Westfield Southcenter,Space #1550 Date 1/9/2014 633 Southecenter PKWY For Building Department Use Seattle, WA 98188 Applicant Name: GILLY HICKS Applicant Address: Applicant Phone: �� copy Project Description ❑ New Building ❑ Addition ❑ Alteratipe pPPaRns Included Lighting Compliance Path Q Lighting Power Density Calculations P€ Total Building Performance . _. (If Total Building Performance then only LGT-CHK is required.) Interior Lighting Compliance Option 0 Building Area Method 0 Space -by -space Method Interior Lighting System Description Briefly describe lighting system type and features. Existingretail tenant beingdemolished to empty vanilla box. Existing lighting system to be removed with existing 4' fluorescent lights being redistributedIfor temporary lighting. Existing lighting in space = 39,257 watts REVIE%JVEO FAR New temp lighting in space = 1088 watts CODE COMPLANCE APPROVED Additions and Change of Space Use (C101.4.3 & C101.4.4) JAN 31 2014 ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone . roject ❑ Addition area or Change of Space Use area is combined with existing building lighting systems to emonstrat e compliance with all applicable provisions trf�j/ of Tukwila Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) C. i.ti®KEn allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use sco • - . . lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) ❑ 60% or more of luminaires in space replaced Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed and proposed (including existing) lighting wattage of project scope .. Less than 60% of luminaires in space replaced Provide Space -by -space Method (LTG-INT-SPACE) Compliance Form. Document existing total wattage in space and proposed (including existing) lighting wattage of project scope ❑ Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 ❑ New or moved lighting panel .. - Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C4 s d riiissioning of lighting controls per C405.13. * V1A„ kx i . '. ❑ Space is reconfigured - luminaires unchanged or moved only co• Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting . tro . r C o. ❑ No changes are being made to the interior lighting and space use not changed. — _ ttiil�t .v.:, l RECEIVED CITY OF TUKWILA JAN 13 2014 PERMIT ( MTrD OD; 3 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior Lighting Summary - Space -by -Space LTG-4NT-SPACE 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R Project Info Project Address Westfield Southcenter,Space #1550 ....w., v.. = cv 1,1 Date 1/9/2014 633 Southecenter PKWY For Building Department Use Seattle, WA 98188 Applicant Name: GILLY HICKS Maximum Allowed ghting Wattage Locathn (plan #, room #, or ALL) .; ; S ce Type* Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) Warehouse: Madium/bulky-laterial 0.58 10135 5878 None w"l None None None Atrium** Rates aigtt: Retail Display Allowance ftom%GT-INT-DISPXAY ' Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height.Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Total Area Allowed Watts 10135 5878 Location (plan #, room #, or ALL) Fixture Description (Include exempt equipment per Note 3) Number of Fixtures Watts/ Fixture Watts Proposed Sales 4, FlOorescent 34 32 1088 Retail Display Lighting frog SAT-211T-DIRPL&Y Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts' 1088 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. CITY OF TUKWILA REQUEST FOR PUBLIC RECORDS NAME: JEPF y COMPANY: b1}vv1')NC_ MAILING ADDRESS: 10C1 57 A/ _ C ra / cpw y DATE: 7//4-ti /y CITY/SATE/ZIP: Ara/1 i Ix 7520b (972- ans-- 48'3y cell) PHONE: $77 = Z -53224, FAX: ?lq - 4g1? - % 52. E-MAIL: J~Ff. lr4•, tovAcaiNr_ �Om INFORMATION/RECORDS YOU ARE REQUESTING: Original Occupant: Qs-7 S' je.4,.'11hhLCurrent Tenant Name: Site Address: Bldg Permit/Plans 0 Mechanical Permit/Plans 0 Plumb/Gas Pipe Permit/Plans* Date Range: Date Range: Date Range: Permit #(s): 0- -,Z3 Permit #(s): Permit #(s): ❑ Electrical Permit/Plans** ❑ Land Use File Date Range: Date Range: Permit #(s): Permit #(s): ❑ Other: Date Range: Permit #(s): * Plumbing permits/plans prior to April 2006 are kept with King County Records (206 296-6696). ** Electrical permits/plans prior to April 2007 are kept with Labor & Industries (206 835-1000). REQUEST FOR PUBLIC RECORDS WILL BE RESPONDED TO/ACKNOWLEDGED WITHIN FIVE WORKING DAYS (RCW 42.17.320). PLEASE DESCRIBE IN AS MUCH DETAIL AS POS§IBW WHAT YOU ARE LOOKING FOR OR NEED COPIES OF: efj0. {,q ertVOFTWINLA FOR OFFICE USE ONLY 1JUL 14 2014 aIRMIT CENTER �CO_MPLETE There will be a 15 cent per page charge for 8 1/2 x 11" and legal and 30 cent charge for 11" x 17". Oversized items will be assessed additional fees (RCW 42.17.260). Payment can be made by check, exact cash, or credit card (MasterCard or Visa only). 7 DATE RECEIVED: ! " E `11-- v- STAFF INITIALS: City of Tukwila Department of Community Development 7/1/2014 WILLIAM CARTER 130 E CHESTNUT ST, #302 COLUMBUS, OH 43215 RE: Permit No. D14-0033 GILLY HICKS DEBRANDING 457 SOUTHCENTER MALL Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time,after the work has begun for a period of 180 days. Your permit will expire on 8/18/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 8/18/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, R,A141 -)d, Bill Rambo Permit Technician File No: D14-0033 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 TO: FROM: O SUBJECT: MEMORANDUM Laurie Anderson Brenda Holt AtW4 02/25/14 Refund for Development Permit D14-0033 There was a tenant improvement permit submitted with an estimated valuation of construction of $150,000. After collecting the fees and issuing the permit a letter was received and approved by the Interim Building Official for an adjustment of the valuation which in turn resulted in there having an overpayment of fees. There is a total overpayment of $1,621.28. Please see the breakdown of fees by payee and account numbers. Please refund the following fees as shown below: Payee Date Fund Original Adjusted Refund Amount Royal Seal Construction 02/03/14 R000.322.100.00.00 $1,936.60 $982.90 $953.70 R000.322.900.04.00 $96.83 $49.15 $47.68 B640.237.114 $4.50 $4.50 $0.00 TOTALS $2,037.93 $1,036.55 $1,001.38 Abbott Studios 01/14/14 R000.345.830.00.00 $1,258.79 $638.89 $619.90 As a result of this request, please generate checks as follows: Check in the amount of $1,001.38 to: Royal Seal Construction ATTN: Mike Sheneman 124 McMakin Road Bartonville, TX 76226 Check in the amount of $619.90 to: Abbott Studios ATTN: William Carter 130 E Chestnut St, Ste 302 Columbus, OH 43215 Please forward the checks to me and I will forward them on appropriately. Thank you! February 21, 2014 Bill Rambo -Permit Technician City of Tukwila Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Gilly Hicks Southcenter Mali 633 Southcenter Parkway Suite No. 1550 Dear Mr. Rambo; ABBOT STUDIOS architects+planners *designers, RC Per a request through the General Contractor, I provide the following construction cost information: /l pN- oo�i3 The cost provided for the demolition permit was incorrectly stated as $150,000.00. The correct amount should have been $50,000.00. For any overpayment of the plan review and permit costs, please send as a single check to our office. I understand you need this information to proceed with the plan review process: If you have any questions, please contact me. iliiam Carter William E. Abbot , Architect 614-461-0101, x224 bcarter@abbotstudios.com Pl e- ADJ1 P. ,,,,,,T VA1,v01410 a `ta -FL 50 tvd M `-40 GE* °rs T A -pew ens ► . RECEIVED CITY OF TUKWILA FEB 2 1 2014 PERMIT CENTER 130 East Chestnut Street Suite 302 Columbus, Ohio 4321 5-2543 Phone: 614,461.0101 Fax: 614.461 . 1107 obbotstudios.com William E. Abbot, AIA Architect February 21, 2014 Jennifer Marshall -Permit Technician City of Tukwila Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Gilly Hicks Southcenter Mall 633 Southcenter Parkway Suite No. 1550 Dear Ms. Marshall; Per a request through the General Contractor, I provide the following construction cost information: The cost for demolition is $50,000.00 The cost for the new construction is $100,000.00 understand you need this information to proceed with the plan review process. If you have any questions, please contact me. illiam Carter William E. Abbot, Architect 614-461-0101, x224 bcarter@abbotstudios.com RECEIVED CITY OF TUKWILA FEB 2 1 2014 PERMIT CENTER 130 East Chestnut Street Suite 302 Columbus, Ohio 43215-2543 Phone: 614.461.0101 Fax: 614.461.1107 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0033 DATE: 01/13/2014 PROJECT NAME: GILLY HICKS DEBRANDING SITE ADDRESS: 457 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: 0 -1 . 11AVQ G Building Division Fire revention s NYA-- Public Works Structural 0(`25 I I FWD ` "'`4 1114-4 III Planning Division ■ Permit Coordinator n PRELIMINARY REVIEW: DATE: 01/14/14 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues) ‘c.d k v(4( DUE DATE: 02/11/14 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 ROYAL SEAL CONSTRUCTION MTC Page 1 of 2 C) Washington State Department of Labor & Industries ROYAL SEAL CONSTRUCTION INC Owner or tradesperson CORPORATION SERVICE COMPANY Principals CORPORATION SERVICE COMPANY KENNETH COLLEY SCOTT COLLEY ROBIN COLLEY DONNA SMITH JAMES MITCHELL Doing business as ROYAL SEAL CONSTRUCTION INC WA UBI No. 601 234 119 124 MCMAKIN RD BARTONVILLE, TX76226 817-491-6400 Business type Corporation Governing persons DONNALSMITH License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. ROYALSC093RJ Effective — expiration 12/11/1991 — 01/04/2016 Bond WA INTERNATIONAL INS CO Bond account no. S903115903 $12,000.00 Received by L&I Effective date 12/28/2005 12/05/2005 https : //secure.lni.wa. gov/verify/Detail. aspx?UBI=60123 4119&LI C=ROYAL S C093 RJ& S ... 02/03/2014 SYMBOL LEGEND PLAN DETAI L PLAN SECTION SECTION DETAIL FINISH- MARK CEILING HEIGHT CEILING FINISH ELEVATION NUMBER ELEVATION SHEET NUMBER NEW DOOR FINISI-I FLOOR ELEVATION ABV. CONC. SLAB FIN CLGWGT CLGFIN +X" CATAGORY FINISHES - REF. FINISHES /WALL FINISI-1 P-# /BASE FINISI-1 VB-# FLOOR FINISW FC-# CEILING FINISH P-# \DOOR FINISI-I P-# SEE FINISH SCI-IEDULE SWEET A1.01 CODED NOTED DOOR IDENTIFICATION O NORTH DESIGNATION EXISTING DOOR KEY TO ABBREVIATIONS GENERAL INFORMATION 1. INSTALL FIRE EXTINGUISHERS FOR STORE OPERATION AS REQUIRED BY FIRE DEPARTMENT; INSPECTOR. AT A MINIMUM, INSTALL A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A PR 2-A/1013C WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING BY CONTRACTOR DURING CONSTRUCTION. 2. SPRINKLER SYSTEM TO BE APPROVED BY LOCAL AUTHORITIES. 3. A 44" CLEAR BUILD AISLE SHALL BE PROVIDED AND MAINTAINED THROUGH ROOMS TO EXIT DOORS. 4. REPLACE ALL DAMAGED FIREPROOFING (IF APPLICABLE). 5. ENTRY DOORS TO BE CLOSED AND LOCKED AFTER BUSINESS HOURS. 6. ALL DOORS ON ESCAPE ROUTES SHOULD BE CAPABLE OF BEING OPENED IN THE DIRECTION OF ESCAPE WITHOUT THE USE OF A KEY OR RELIANCE UPON ELECTRICAL POWER AT ALL TIMES. 7. EMERGENCY LIGHTING SHALL BE PROVIDED WITH AN ILLUMINATION VALUE OF ONE FOOT-CANDLE AT FLOOR LEVEL, UNIFORM THROUGHOUT EGRESS PATH. 8. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AREAS WITH AN OCCUPANT LOAD OF 50 OR MORE PERSONS. g. FIRE EXIT SIGNAGE SHALL IN IN ACCORDANCE WITH NATIONAL FIRE CODE 10. ALL DIMENSIONS ON PLANS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE. ACCESSIBILITY COMPLIANCE REQUIREMENTS MALL SITE PLAN SCOPE OF WORK NORDSTROM D CM 0 macys GILLY HICKS SPACE #1550 LEVEL I OF 3 r • 0 0 0 0❑ o JCPenney (C) MALL HOURS ABV. ACRY A.C.S. A.F.F. A.1-I.J. ALUM. ASSY. B.A.S. B.C. BLK'G. BD. BOT. ABOVE ACRYLIC ABOVE CONCRETE SLAB ABOVE F I N I SI-I FLOOR AUTI-IORITY 1-IAVING JURISDICTION ALUMINUM ASSEMBLY BURGLAR ALARM SYSTEM BUILDING CONTROL BLOCKING BOARD BOTTOM CAB. CABINET CLG. CEILING C.L. CENTER LINE CL TO CL CENTER LINE TO CENTER LINE COL. COLUMN CONC. CONCRETE CONSTR. CONSTRUCTION C.A. CONSTRUCTION MANAGER CONT. CONTINUOUS C.T.F. CUT TO FIT DIM. DIS. DWG. DIMENSION DISABLED DRAWING(5) EA EACI-I F..5. ELECTRONIC ARTICLE SURVEILLANCE E.C. ELECTRICAL CONTRACTOR ELEV. ELEVATION EIFS EXTERIOR INSULATED FINISH SYSTEM EQ. EQUAL E.PS. EXPANDED POLYSTYRENE EXT. EXTERIOR EMT. ELECTRIC METAL TUBING FIN. F.D. FL.D. FL. F.O. F.R. F.R.P. G.G. G.W.B. I4.C. HGT. H.M. HORIZ. HR. FINISH FIELD DETERMINED FLOOR DRAIN FLOOR FINISHED OPENING FITTING ROOM FIBERGLASS REINFORCED PANEL GENERAL CONTRACTOR GYPSUM WALL BOARD HANDICAP HEIGHT HOLLOW METAL HOR I ZONTAL HOUR INT. INTERIOR L.L. L.D. L/L LEASE LINE LANDLORD DIRECTIVE LANDLORD MFR. M M.O. MAX. MECH. M.C. M.D.F. M.D.Q. MTD. MTL. MIN. MISC. N.I.C. N.T.S. N.P. MANUFACTURER MASONRY OPENING MAXIMUM MECHANICAL MECI-IAN I CAL CONTRACTOR MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY OVERLAY MOUNTED METAL MINIMUM MISCELLANEOUS NOT IN CONTRACT NOT TO SCALE NEUTRAL PIER OSM OWNER SUPPLIED MATERIAL 0.C. ON CENTER P. P.C. PLYND. PREFIN. REQ' D. R.D. REF. SECT. SI-IT. SIM. SQ. STL. STRUCT. ST. O. TEMP. THRU TYP. U.N.0. V.I.F. VERT. V.C. W/ N/0 ND. WC PLATE PLUMBING CONTRACTOR PLYWOOD PREFINISI-IED RADIUS REQU I RED ROUGH OPENING REFERENCE SECTION SHEET SIMILAR SQUARE STEEL STRUCTURE STRUCTURAL OPENING TEMPERATURE THROUGH TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD VERTICAL VOLUME CONTROL WITH WITI-OUT WOOD TOI LET 1. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AS REQUIRED AND BE VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 2. ALL REQUIRED DOORWAYS SHALL BE 3'-0" x 6'-8" (MINIMUM). 3. HAND ACTIVATED DOORS SHALL BE OPERABLE WITH SINGLE EFFORT TYPE HARDWARE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE AND HAVE A MIN. CLEAR SPACE OF 12" TO THE LEADING EDGE. 4. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. 5. EACH SIDE OF AN ENTRANCE SHALL BE LEVEL WITH AN AREA IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60" AND A LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 48" AS MEASURED AT RIGI-IT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 6. THRESHOLD AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED THRESHOLD AND FLOOR LEVEL CHANGES BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 7. MAX. EFFORT TO OPERATE INTERIOR DOORS SHALL NOT EXCEED 5 LBS. WHEN FIRE DOORS ARE REQU I RED MAX. EFFORT MAY BE INCREASED TO MINIMUM RATING OF FIRE CODE. 8. FLOORS TO BE SLIP -RESISTANT, WITH A SLIP COEFFICIENT OF .6 OR HIGHER. g. CENTER OF GRIP OF OPERATING HANDLE OR SWITCHES SHALL BE NOT LESS THAN 3'-0" NOR MORE THAN 4'-0" ABOVE THE FLOOR OR WORKING PLATFORM. MONDAY - SATURDAY: 10:00 A.M. - 9:00 P.M. SUNDAY: 11:00 A.M. - 7:00 P.M. MALL LOCATION MAP ....... Ste'.'" CAtil$Ea.i•........ .. • DRAWING WEBSITE ACCESS UPDATED ELECTRONIC FILES FOR THIS PROJECT CAN BE VIEWED OR DOWNLOADED FROM THE DIGITAL PLANROOM AT www.franklinimaging.com. VENDORS AND CONTRACTORS CAN CALL FRANKLIN IMAGING TO SET UP USER NAME AND PASSWORD (614) 885-6894. CODE SYNOPSIS/ PROJECT DATA STORE TYPE: LOCATION: LEVEL: GILLY NICKS WESTFIELD SOUTHCENTER SPACE #1550 1 OF 3 EXISTING BUILDING OCCUPANCY USE GROUP: EXISTING CONSTRUCTION CLASSIFICATION: EXISTING SEISMIC DESIGN CLASSIFICATION: APPLICABLE CODES: MERCANTILE M IIB CATEGORY: D BUILDING: 2012 IBC (STATE BUILDING CODE, WAG 51-50) MECHANICAL: 2012 IMC (STATE BUILDING CODE, WAG 51-52) PLUMBING: 2012 UPC (STATE BUILDING CODE, WAG 51-56 t 51-57) ELECTRICAL: 2011 N.E.G. FIRE: 2012 IFC (STATE BUILDING CODE, WAC 51-54) FUEL GAS: 2012 IMC (NFPA 58t54)(STATE BUILDING CODE, WAG 51-42) ENERGY: 2012 WASHINGTON STATE ENERGY CODE, COMMERCIAL PROVISIONS (CI-IAPTER 51-11C WAG) ACCESSIBILITY: ICC/ANSI A117.1-200c1 ACCESSIBILITY REQUIREMENTS: ACCESSIBLE TO TI-IE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH BARRIER FREE DESIGN GUIDELINES SET FORTH IN THE (2012 ADA GUIDELINES) OCCUPANT LOAD q, ° 0/300 = 34 NON -SALES EXISTING PLUMBING FIXTURES TO REMAIN WATER CLOSETS: 1 FOR EACH SEX (EXISTING) LAVATORIES: 1 FOR EACH SEX (EXISTING) URINALS: NONE DRINKING FOUNTAINS: (1) EXISTING TO REMAIN MOP/SERVICE SINK: (1) EXISTING TO REMAIN UNISEX TOILET: N/A EXISTING FIRE PROTECTION: DEMISING WALL - 1 HOUR SALES / NON -SALES WALL - NOT RATED SALES / NON -SALES DOOR -NOT RATED CEILING - NOT RATED COLUMNS - NOT RATED MALL SERVICE CORRIDOR WALL - (1) HOUR MALL SERVICE CORRIDOR DOOR - 'B' LABEL (60 MINUTE) EXISTING TO REMAIN SPRINKLERED: APPROVED AUTOMATIC SPRINKLER SYSTEM EXISTS, MODIFICATIONS TO ADJUST HEADS IN THIS PROJECT. SMOKE EVACUATION SYSTEM: N/A EGRESS REQUIREMENTS: (1) EXITS REQUIRED - (1) EXITS PROVIDED TRAVEL DISTANCE: 200 FT. MAX. NOTE: NO CHANGE IN OCCUPANCY CLASSIFICATION FOR SPACE #1550 USE GROUP RETAIL, TYPE IIB (FULLY SPRINKLERED-PROTECTED) EXIT / EGRESS OCCUPANT LOAD - 34 LEVEL - 1 OF 3 LANDLORD REVIEW COMMENTS SEPARATE PERMIT REQUIRED FOR Mechanical Electrical Plumbing Cas Piping City T'!!cea _-_ . lap SUMMARY: THE FOLLOWING SET OF CONSTRUCTION DOCUMENTS REPRESENTS A DEMOLITION SCOPE OF WORK. THE WORK RELATES TO REMOVING ALL PREVIOUS TENANT IMPROVEMENTS, EXCEPT AS NOTED. EXISTING RESTROOMS TO REMAIN N. EXISTING ELECTRIC SERVICE PANELS TO REMAIN. THIS TENANT INTENDS TO RELOCATE EXISTING FLUORESCENT AND EMERGENCY LIGHTS TO PROVIDE THE NECESSARY ILLUMINATION FOR EGRESS. THIS WORK PROVIDES THE LANDLORD WITH A "WHITE BOX" FOR THE NEXT TENANT. ARCHITECTURAL: DEMOLITION AND DISPOSAL OF EXISTING TENANT ITEMS AND ADJACENT FINISHES. ALL REMAINING FINISHES AFFECTED BY CONSTRUCTION WILL BE MADE GOOD. NO SPECIAL INSPECTIONS ARE REQUIRED FOR THIS PROJECT. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 31 2014 City of uI wila BUILDING ISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fess_ GILLY HICKS SYDNEY LANDLORD IMPROVEMENT FOR FUTURE TENANT SPACE #1550 - STORE #115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 TENANT GILLY HICKS 6301 F I TCH PATH NEW ALBANY, 01-110 43054 (614) 283-6500 TENANT'S REPRESENTATIVES PROJECT MANAGER M I CHA E L BON DY : 614.283.7789 CONSTRUCTION MANAGER MIKE MORGAN 614.283.6284 GLOBAL PROCUREMENT BRAND MANAGER DANIEL GROVE: 614.283.7535 LANDLORD/OWNER WESTFIELD CORPORATION, INC. 11601 W I LSH I RE BLVD., 12T1-1 FLOOR LOS ANGELES, CA. 90025 -1748 TEL: 310.478.4478 FAX: 310.575.5991 TENANT COORDINATOR WAYNE E. JOHNSON, AIA, LEED AP PROJECT MANAGER / TENANT COORDINATION WESTFIELD, LLC 2800 SOUTHCENTER SEATTLE, WA 98188 CELL: 206.714.3485 CONSULTANTS ARCHITECT OF RECORD WILLIAM E. ABBOT - ARCHITECT 130 E. CHESTNUT STREET, SUITE 302 COLUMBUS, 01-110 43215 (614)461-0101 x234 PROJECT MANAGER: DON SCHUMACHER EMAI L: DSCHUMACH ER@ABBOTSTUDIOS.COM ENGINEER OF RECORD SORADEJ THIMDIT, P.E. 130 E. CHESTNUT ST., SUITE 303 COLUMBUS, OHIO 43215 CONTACT: SORADEJ THIMDIT X153 STHIMDIT@ESS-MEP.COM (614) 224-3331 PHONE (614) 221-0808 FAX FILE COPY pe a Na `) q --()%3 Plan review approval is subject to errors and omissions. Approval of corlstniction documents does not autho z3 the violation of any adopted code or ordinance. Receipt of approved Fold', and +:`r, is acknowledged: By Date 3- or14 City Of Tukwila BUILDING DIVISION INDEX OF DRAWINGS AREA CALCULATIONS BUILDING DEPARTMENT REVIEW COMMENTS This tenant space shall not be occupied until a Building Permit for Tenant Improvement (TI) has been completed with final inspections. ARCHITECTURAL A1.00 TITLE SHEET A1.01 SPECIFICATIONS/FINISH/DOOR SCHEDULES A1.30 DEMOLITION FLOOR PLAN AND NOTES A1.31 DEMOLITION REFLECTED CEILING PLAN A1.40 CONSTRUCTION BARRICADE DETAILS A2.00 CONSTRUCTION/LIGHTING PLANS A2.01 CONSTRUCTION/LIGHTING PLANS A2.50 PLATFORM REFERENCE DRAWING A2.51 PLATFORM REFERENCE DRAWING A2.52 PORCH REFERENCE DRAWING ELECTRICAL E1.00 E1.10 E2.00 .01 ELECTRICAL ELECTRICAL POWER AND POWER AND 1"IECHANICAL M1.00 MI.01 MD2.00 �1D2.01 MECHANICAL MECHANICAL MECHANICAL MECHANICAL FIRE PROTECTION FP1.00 2.00 F .01 SPECIFICATIONS POWER RISER AND LOAD SUMMARY LIGHTING PLAN LIGHTING PLAN SPECIFICATIONS SPECIFICATIONS DEMOLITION PLAN DEMOLITION PLAN FIRE PROTECTION SPECIFICATIONS FIRE PROTECTION PLAN FIRE PROTECTION PLAN EXISTING GROSS LEASED AREA - 9,990 SQ. FT. LINEAR FOOTAGE OF STOREFRONT - 611 L.F. ISSUE DATES LANDLORD DATE: titUEIVED CITY OF TUKWILA 01-08-2014 JAN 13 2014 BID DATE: XX-XX-XXXX PERMIT CENTER PERMIT DATE: O 1- Oq - 2014 REVISIONS A INDICATES REVISION TO SHEET ON DRAWING INDEX REV. NO. DATE COMMENTS REVISION DIRECTIVE KEY L.D. - LANDLORD DIRECTIVE B.C. - BUILDING CONTROL DIRECTIVE T.D. - TENANT DIRECTIVE G.C. - CONTRACTOR DIRECTIVE 7087 REGISTERED ARCHITECT WARD ABBOT S 1NGi"ON \tike\ A1.00 TT ES i 06, i SECTION 01 10 00 - SUMMARY PART I - GENERAL 1.1 PROJECT CONSISTS OF IMPROVING AN EXISTING DILLY HICKS RETAIL STORE TO A 'WHITE BOX" CONDITION FOR A FUTURE TENANT BY DEMOLISHING PORTIONS OF THE EXISTING CONDITIONS. DEMOLITION INCLUDES ALL TENANT WALLS, CEILINGS, FINISHES, I4VAC AND ELECTRICAL WORK UNLESS SPECIFICALLY NOTED OTHERWISE. EXISTING RESTROOMS AND ASSOCIATED ITEMS ARE TO REMAIN. PROJECT WILL BE CONSTRUCTED UNDER A SINGLE GENERAL CONSTRUCTION CONTRACT IN A SINGLE PHASE. 1.2 GENERAL CONTRACTOR SHALL NAVE FULL USE OF PREMISES FOR CONSTRUCTION OPERATIONS DURING CONSTRUCTION PERIOD. A. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH ALL THE LANDLORD'S REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PERFORMANCE OF ANY 'NOISY OR DISTURBING' CONSTRUCTION TECHNIQUES OR PROCEDURES DURING HOURS WHEN THE MALL OR STORES ARE NOT OPEN FOR OPERATION, SAFETY PROCEDURES AND OPERATION OF GAS POWERED EQUIPMENT. B. THE CONTRACTOR SHALL COOPERATE WITH THE LANDLORD AND TENANTS OF ADJACENT SPACES IN SCHEDULING WORK IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SECURITY REQUIRED WHILE WORKING IN ADJACENT SPACES. 1.3 CODES AND STANDARDS: ALL WORK, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ALL ORDINANCES, STATE AND LOCAL BUILDING CODES. 1.4 CONTRACT DOCUMENTS A. DRAWINGS` AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL BE HELD TO PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR THE ENTIRE COMPLETION OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS AND REASONABLY IMPLIED THEREFROM TO PRODUCE THE INTENDED RESULTS. B. IN THE EVENT OF INCONSISTENCIES WITHIN OR BETWEEN CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK, AND SHALL COMPLY WITH THE MORE STRICT MEANINGS. C. IF THE CONTRACTOR FINDS ANY PERCEIVED CONFLICT, ERROR, OMISSION OR DISCREPANCY ON OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR ANY OF THE CONTRACT DOCUMENTS, THE CONTRACTOR, BEFORE PROCEEDING WITH THE WORK, SHALL CONTACT THE OWNER'S CONSTRUCTION MANAGER FOR AN INTERPRETATION OR CLARIFICATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CORRECTIONS REQUIRED IF WORK PROCEEDS WITHOUT THE OWNER'S RESPONSE. 1.5 OWNER SUPPLIED MATERIALS (05M) A. OWNER WILL FURNISH PRODUCTS AS INDICATED IN THE RESPONSIBILITY SCHEDULES ON THE DRAWINGS AND AS INDICATED IN THE BID PACKAGE. THE WORK INCLUDES PROVIDING SUPPORT SYSTEMS TO RECEIVE OWNER'S PRODUCTS. 1. OWNER WILL ARRANGE AND PAY FOR DELIVERY OF OSM'S ACCORDING TO SCHEDULE CONTAINED IN THE BID PACKAGE 2. AFTER DELIVERY, CONTRACTOR WILL INSPECT DELIVERED ITEMS FOR DAMAGE. 3. IF OWNER -FURNISHED ITEMS ARE DAMAGED, DEFECTIVE, OR MISSING, CONTRACTOR WILL CONTACT THE OWNER. 4. CONTRACTOR 15 RESPONSIBLE FOR RECEIVING, UNLOADING, AND HANDLING OSM'S AT PROJECT SITE. 5. CONTRACTOR IS RESPONSIBLE FOR PROTECTING OSM'S FROM DAMAGE DURING STORAGE AND HANDLING, INCLUDING DAMAGE FROM EXPOSURE TO THE ELEMENTS. 6. IF OSM'S ARE DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS, CONTRACTOR SHALL REPAIR OR REPLACE THEM. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF ANY OFF SITE STORAGE AND OR FREIGHT AND SHIPPING CHARGES IF HE IS UNABLE TO ACCEPT DELIVERIES OF OSM'S. 1.6 THE CONTRACTOR SHALL FURNISH ALL DUMPSTERS AS REQUIRED. PART 2 - PRODUCTS 2.1 G.C. TO PROVIDE SUBMITTALS FOR A. ANY MATERIALS TNAT DEVIATE FROM THE SPECIFICATIONS AS OUTLINED IN THESE CONSTRUCTION DOCUMENTS. PART 3 - EXECUTION 3.1 THE NIGHT BEFORE TURNOVER, THE CONTRACTOR SHALL PERFORM THE FOLLOWING ACTIVITIES. CONTRACTOR'S SUPERINTENDENT OR PROJECT MANAGER SHALL BE PRESENT FOR THIS WORK. A. TOUCH UP PAINT B. CLEAN STORE SECTION 01 77 00 - CLOSEOUT PROCEDURES PART I - GENERAL 1.1 THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR CONTRACT CLOSEOUT, INCLUDING, BUT NOT LIMITED TO INSPECTION PROCEDURES, PROJECT RECORD DOCUMENTS, OPERATION AND MAINTENANCE MANUALS, WARRANTIES, INSTRUCTION'S OF OWNER'S PERSONNEL AND FINAL CLEANING. ,1.2 PROJECT RECORD DOCUMENTS, WARRANTIES AND OPERATION AND MAINTENANCE MANUALS: PROVIDE IN ACCORDANCE WITH OWNER'S BID PACKAGE REQUIREMENTS. PART 2 - PRODUCTS (NOT USED) 3.1 DEMONSTRATION AND TRAINING: PERFORM DEMONSTRATION AND OPERATIONAL INSTRUCTIONS/TRAINING IN ACCORDANCE WITH OWNER'S BID PACKAGE REQUIREMENTS. 3.2 FINAL CLEANING: THE CONTRACTOR SHALL TURN OVER THE SPACE IN A CLEAN, DUST FREE, DIRT FREE CONDITION. SITE TO BE 'SPARKLING CLEAN' ON TURNOVER. A. CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO: I. FLOORING 2. WALLS AND BASES 3. RESTROOM FIXTURES AND ACCESSORIES 4. LIGHT FIXTURES INCLUDING CANS, TRIM, TRACKS AND TRACK HEADS. B. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ALL AREAS OUTSIDE OF THE LEASE SPACE THAT HAVE BEEN UTILIZED IN CONJUNCTION WITH H15 WORK. COMPLY WITH REQUIREMENTS OF THE LANDLORD. SECTION 02 41 19 - SELECTIVE STRUCTURE DEMOLITION PART 1 - GENERAL 1.1 THIS SECTION INCLUDES THE FOLLOWING AS INDICATED ON THE DRAWINGS: A. DEMOLITION AND REMOVAL OF SELECTED PORTIONS OF A BUILDING OR STRUCTURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND OFF SITE DISPOSAL OF ALL EXISTING LEASE HOLD IMPROVEMENTS INCLUDING BUT NOT LIMITED TO INTERIOR WALLS AND CEILINGS, FLOOR COVERINGS AND ADHESIVES, PLATFORMS, FIXTURES, LOOSE EQUIPMENT AND FURNITURE, STOREFRONTS, ETC. ALL EXISTING UNUSED MECHANICAL AND ELECTRICAL FIXTURES, EQUIPMENT AND PIPING, DUCTWORK AND CONDUITS SHALL BE REMOVED EXCEPT WHERE INDICATED ON THE MECHANICAL AND ELECTRICAL DRAWINGS. 8. REMOVE ALL FASTENERS, BRACKETS, HANGERS, WIRES, ANCHORS, THREADED RODS, CLIPS, ETC. TO BARE STRUCTURE, TYPICAL. C. DEMOLITION AND REMOVAL OF SELECTED SITE ELEMENTS WHERE INDICATED ON THE DRAWINGS. 1.2 EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN TENANT'S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM PROJECT SITE AND DISPOSED OF IN A LEGAL MANNER. 1.3 PROJECT CONDITIONS A. MAINTAIN ACCESS AND CODE REQUIRED CLEARANCES TO EXISTING WALKWAYS, CORRIDORS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT WALKWAYS, CORRIDORS, OR OTHER OCCUPIED OR USED FACILITIES WITHOUT WRITTEN PERMISSION FROM AUTHORITIES HAVING JURISDICTION B. OWNER ASSUMES NO RESPONSIBILITY FOR CONDITION OF AREAS TO BE SELECTIVELY DEMOLISHED. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSE WILL BE MAINTAINED AS FAR AS PRACTICAL. C. HAZARDOUS MATERIALS: IT 15 NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY OWNER'S CONSTRUCTION MANAGER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT. D. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON -SITE WILL NOT BE PERMITTED E. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. MAINTAIN FIRE -PROTECTION FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION OPERATIONS. F. GENERAL CONTRACTOR 15 TO MAINTAIN ADEQUATE TEMPORARY LIGHTING FOR GENERAL ILLUMINATION AND EMERGENCY LIGHTING/ EXIT SIGNS AS REQUIRED PER CODE FOR MEANS OF EGRESS DURING THE ENTIRE DEMOLITION. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF CONFLICT. PROMPTLY SUBMIT A WRITTEN REPORT TO OWNER'S CONSTRUCTION MANAGER. 3.2 UTILITY SERVICES A. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF ALL TEMPORARY UTILITIES. GC SHALL BE BACK -CHARGED IF LANDLORD BILLS THE OWNER. B. EXISTING UTILITIES: MAINTAIN SERVICES INDICATED TO REMAIN AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING DEMOLITION PROCEDURES 50 AS NOT TO DAMAGE OR DISRUPT UTILITIES OR SPRINKLER LINES WHICH PASS THROUGH THIS SPACE, TO SERVE OTHER TENANT SPACES OR MALL FACILITIES. CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR REPAIR OR REPLACEMENT OF ANY SERVICES DAMAGED OR DISRUPTED. 1. D0 NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR OPERATING FACILITIES UNLESS AUTHORIZED IN WRITING BY LANDLORD AND AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO OWNER AND TO AUTHORITIES HAVING JURISDICTION. C. UTILITY REQUIREMENTS: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITIES SERVING AREAS TO BE SELECTIVELY DEMOLISHED. 1. LANDLORD WILL ARRANGE TO SHUT OFF INDICATED UTILITIES WHEN REQUESTED BY CONTRACTOR. 2. IF UTILITY SERVICES ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFORE PROCEEDING WITH SELECTIVE DEMOLITION PROVIDE TEMPORARY UTILITIES THAT BYPASS AREA OF SELECTIVE DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICE TO OTHER PARTS OF BUILDING. 3. CUT OFF PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING. 4. GENERAL CONTRACTOR SHALL APPLY FOR AND INSTALL ALL REQUIRED METERS. 3.3 PREPARATION A. SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS -REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. 1. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, WALKWAYS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM LANDLORD AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS. 2. ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES, RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS, WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION. 3. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN. B. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. 1. PROVIDE PROTECTION TO ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREA AND TO AND FROM OCCUPIED PORTIONS OF BUILDING. 2. PROTECT WALLS, CEILINGS, FLOORS, AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN OR THAT ARE EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS. C. TEMPORARY ENCLOSURES: PROVIDE TEMPORARY ENCLOSURES FOR PROTECTION OF EXISTING BUILDING AND CONSTRUCTION, IN PROGRESS AND COMPLETED, FROM EXPOSURE, FOUL WEATHER, OTHER' CONSTRUCTION OPERATIONS, AND SIMILAR ACTIVITIES. PROVIDE TEMPORARY WEATI ERTIGHT ENCLOSURE FOR BUILDING EXTERIOR. 1. WHERE HEATING OR COOLING IS NEEDED AND PERMANENT ENCLOSURE IS NOT COMPLETE, PROVIDE INSULATED TEMPORARY ENCLOSURES. COORDINATE ENCLOSURE WITH VENTILATING AND MATERIAL DRYING OR CURING REQUIREMENTS TO AVOID DANGEROUS CONDITIONS AND EFFECTS. D. TEMPORARY PARTITIONS: ERECT AND MAINTAIN PUSTPRCOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE 3.4 POLLUTION CONTROLS A. DUST CONTROL: USE WATER MIST, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT SPREAD OF DUST AND DIRT. COMPLY WITH LANDLORD'S REGULATIONS. B. DISPOSAL: REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. 1. REMOVE DEBRIS FROM ELEVATED PORTIONS OF BUILDING BY CHUTE, HOIST, OR OTHER DEVICE TNAT WILL CONVEY DEBRIS TO GRADE LEVEL IN A CONTROLLED DESCENT. C. CLEANING: CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF- DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 3.5 SELECTIVE DEMOLITION A. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS: 1. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN. 2. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES. 3. DO NOT USE CUTTING TORCHES WITHOUT PROPER PERMITS. WORK AREA IS CLEARED OF FLAMMABLE MATERIALS BEFORE USING CUTTING TORCHES. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME -CUTTING OPERATIONS. MAINTAIN PORTABLE FIRE -SUPPRESSION DEVICES DURING ING FLAME -CUTTING OPERATIONS. 4. MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. 5. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. 6. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. 7. RETURN ELEMENTS OF CONSTRUCTION AND SURFACES THAT ARE TO REMAIN TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 5. EXISTING FACILITIES: COMPLY WITH LANDLORD'S REQUIREMENTS FOR USING AND PROTECTING ELEVATORS, STAIRS, WALKWAYS, LOADING DOCKS, BUILDING ENTRIES, AND OTHER BUILDING FACILITIES DURING SELECTIVE DEMOLITION OPERATIONS. C. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. D. CONCRETE SLABS -ON -GRADE: SAW -CUT PERIMETER OF AREA TO BE DEMOLISHED, THEN BREAK UP AND REMOVE. E. RESILIENT FLOOR COVERINGS: REMOVE FLOOR COVERINGS AND ADHESIVE ACCORDING TO RECOMMENDATIONS IN RFCI-WP AND ITS ADDENDUM. 1. REMOVE RESIDUAL ADHESIVE AND PREPARE SUBSTRATE FOR NEW FLOOR COVERINGS BY ONE OF THE METHODS RECOMMENDED BY RFC!. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. GENERAL: PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON -SITE. 5. BURNING: DO NOT BURN DEMOLISHED MATERIALS. 3.7 VERIFICATION OF EXISTING CONDITIONS A. NO LESS THAN ONE (1) DAY AFTER COMPLETION OF DEMOLITION OPERATIONS AND PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND ADVISE OWNER'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THE DRAWINGS FOR THE FOLLOWING 1. ANY EXPANSION JOINTS, CLEAN -OUTS OR ACCESS PANELS, ETC. 2. ANY IRREGULARITIES IN FLOOR SLAB ELEVATIONS. 3. ANY UNFORESEEN CONDITIONS NOT PRESENT IN THE CONSTRUCTION DOCUMENTS B. CONTRACTOR SHALL FORWARD THIS INFORMATION TO THE OWNER'S CONSTRUCTION MANAGER IN WRITING, PRIOR TO COMMENCEMENT OF WORK. SECTION 03 53 20 SELF -LEVELING CONCRETE TOPPING PART I GENERAL 1.1 FLOOR PRODUCT SPECIFICATIONS $ APPLICATION PROCESS (FOLLOW VENDORS INSTALLATION INSTRUCTIONS AND SAFETY INSTRUCTIONS AS PROVIDED ON PRODUCT LABELS) PART 2 - PRODUCTS A. PRIMER, UZIN PC 260 #140I5 B. LEVELING COMPOUND: UZIN NC 170 LEVEL STAR #10489 C. SEALER: RUST-OLEUM 239417 MATTE FINISH PART 3 - EXECUTION 3.1 PRIMER A. PREPARATION: CLEAN FLOOR FREE OF DIRT, OIL, GREASE, ETC. BRUSH, ABRADE, GRIND OR SHOT -BLAST TO REMOVE WEAKLY BONDED OR SOFT SURFACE SECTIONS, LOOSE RESIDUE OF ADHESIVES, LEVELING COMPOUNDS, COVERINGS OR PAINTS, ETC. THOROUGHLY VACUUM TO REMOVE LOOSE MATERIAL AND DUST. TEST WELL -BONDED ADHESIVES AND LEVELING COMPOUNDS TO ENSURE THEY ARE WATERPROOF. IF NOT, WATERPROOF WATER TEST : ADHESIVE BED DISSOLVES WITH SHORT TERM EXPOSURE TO WATER - USE THE WATER -AND SOLVENT -FREE 2-COMPONENT EPDXY PRIMER SEALER UZIN PE 480 (ALLOW PRIMER TO DRY THOROUGHLY). B. APPLICATION BEFORE USE, ALLOW CONTAINERS TO COME TO ROOM TEMPERATURE AND SHAKE WELL - THEN POUR THE CONTENTS INTO A CLEAN, OVAL APPLICATOR BUCKET. DILUTE WITH WATER AS REQUIRED ACCORDING TO THE TYPE OF USE (SEE VENDOR's APPLICATOR CHART SUPPLIED WITH PRODUCT). APPLY A FULL, EVEN COAT OF PRIMER ONTO THE SUBFLOOR USING THE UZIN SHORT -NAP ROLLER. CLEAN TOOLS WITH WATER IMMEDIATELY AFTER USE. 3.2 LEVELING COMPOUND A. PREPARATION: SUBSTRATE MUST BE SOUND, LOAD -BEARING, DRY, FREE FROM CRACKS, CLEAN AND FREE FROM MATERIALS (DIRT, OIL, GREASE) THAT WOULD IMPAIR ADHESION. SURFACE SHALL BE PREPARED WITH UZIN PE 260 PRIMER PRIOR TO INSTALLATION OF LEVELING COMPOUND. B. POUR APPROXIMATELY 13/4 GALLONS OF CLEAN COLD WATER INTO A CLEAN CONTAINER. SPRINKLE. IN THE SACK CONTENTS (55 lbs.) WHILE STIRRING VIGOROUSLY TO MIX TO A VISCOUS, LUMP -FREE CONSISTENTLY. USE A DRILL FITTED WITH THE UZIN MIXING PADDLE FOR LEVELING COMPOUNDS. DO NOT MIX TOO THIN. POUR OUT THE MIX ONTO THE PRIMED SUBSTRATE AND DISTRIBUTE EVENLY WITH A SMOOTHING TROWEL OR THE UZIN SCREED RAKE. IN THICKER COATS OR WHEN USING A SMOOTHING RAKE, FLOW AND SURFACE FINISH CAN BE IMPROVED BY USING THE UZIN SPIKE ROLLER. WHERE POSSIBLE, APPLY THE DESIRED THICKNESS IN ONE APPLICATION. 3.3 SEALER A. PREPARATION: ALLOW NEWLY POURED CONCRETE TOPPING TO CURE FOR A MINIMUM OF 28 DAYS BEFORE APPLYING SEALER. REMOVE ALL OIL, GREASE AND OTHER CONTAMINATION WITH EPDXYSHIELD HEAVY-DUTY DEGREASER OR OTHER SUITABLE DETERGENT. RINSE THOROUGHLY WITH FRESH WATER. REPEAT AS NECESSARY TO COMPLETELY CLEAN. REMOVE ANY LOOSE, OR UNSOUND CONCRETE. FOR MAXIMUM ADHESION USE EPDXYSHIELD CONCRETE ETCH. MIX CONCENTRATED CITRIC ETCH WITH 2 GALLONS OF WATER. USE PLASTIC WATERING CAN TO EVENLY DISTRIBUTE SOLUTION (AVOID CONTACT WITH METAL). DAMPEN THE CONCRETE SURFACE PRIOR TO ETCHING USING CLEAN FRESH WATER. DO NOT ALLOW POOLS OF WATER TO REMAIN. APPLY ETCHING SOLUTION OVER DAMPENED SURFACE WITH A STIFF BRISTLE BRUSH TO OPTIMIZE THE SURFACE ETCHING. CONTINUE THE SCRUBBING PROCESS WHILE RINSING TO ENSURE ALL CONTAMINATES AND CONCRETE FINES ARE RINSED AWAY. FINISH THE PROCESS USING A FOAM SQUEEGEE TO REMOVE THE RINSE WATER FROM THE SURFACE. REPEAT TWICE BEFORE CONTINUING THE NEXT SECTION. ALLOW THE SURFACE TO DRY COMPLETELY. WIPE YOUR FINGERS OVER CLEAN DRY CONCRETE. IF YOU SEE DUST OR POWDER ON YOUR FINGERS, REPEAT THE RINSING AND SCRUBBING UNTIL THE SURFACE IS CLEAN. KEEP THE AREA GLEAN PRIOR TO THE APPLICATION OF THE SEALER. B. APPLICATION: APPLY WHEN AIR TEMPERATURE 15 50'-90. AND RELATIVE HUMIDITY 15 BELOW 85%. DO NOT THIN SEALER, STIR THOROUGHLY BEFORE APPLYING. USE A BRUSH OR EDGER TO TRIM THE PERIMETER AND HARD -TO -REACH AREAS. USING A NIGH QUALITY PUMP SPRAYER WITH THE TIP SET TO FINE MIST, APPLY IN CIRCULAR FIGURE 8 PATTERN. ENSURE THAT THE SPRAYER IS FULLY PRESSURIZED. USE EPDXYSHIELD ANTISKIP ADDITIVE IN WET AREAS (NEAR MOP SINK, DRINKING FOUNTAIN, EXTERIOR DOORS, ETC.) SECTION 09 21 16 - GYPSUM BOARD ASSEMBLIES PART 1 - GENERAL 1.1 THIS SECTION INCLUDES INTERIOR GYPSUM WALLBOARD AND NON -LOAD BEARING STEEL FRAMING. 1.2 FIRE RATED ASSEMBLIES: FOR GYPSUM BOARD ASSEMBLIES WITH FIRE RESISTANCE RATINGS, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E119 BY A TESTING AND INSPECTION AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. PART 2 - PRODUCTS 2.1 STEEL PARTITION AND SOFFIT FRAMING: COMPLY WITH ASTM C754 FOR CONDITIONS INDICATED. A. STEEL STUDS AND RUNNERS: ASTM C645. MINIMUM BASE METAL THICKNESS 0.0179 INCH, UNLESS OTHERWISE INDICATED. DEPTH SHALL BE 3 5/8 INCH UNLESS OTHERWISE INDICATED. 1. PROVIDE STUDS AND RUNNERS OF 0.312-INCH THICKNESS FOR SUPPORT OF WALL SHELVING STANDARDS AT NON -SALES ROOMS AS INDICATED ON THE DRAWINGS. B. COLD ROLLED STEEL CHANNEL BRIDGING: 0.0538 INCH THICK, WITH MINIMUM 1/2 INCH WIDE FLANGE 2.2 INTERIOR GYPSUM WALLBOARD: ASTM C36, TYPE 'X', 5/8 INCH THICKNESS WITH TAPERED AND FEATURED EDGES FOR PRE -FILLING. PROVIDE IN MAXIMUM LENGTHS AND WIDTHS AVAILABLE THAT WILL MINIMIZE JOINTS IN EACH AREA AND CORRESPOND WITH SUPPORT SYSTEM INDICATED. USG OR GOLD BOND. A. WATER RESISTANT GYPSUM BACKING BOARD: ASTM C630/C 630 M. 5/8 INCH THICKNESS WITH REGULAR CORE OR TYPE 'X', WHERE REQUIRED TO MEET FIRE RESISTANCE RATINGS. 2.3 TRIM ACCESSORIES: INTERIOR TRIMS ASTM C1047. GALVANIZED OR ALUMINUM COATED STEEL SHEET. PART 3 - EXECUTION 3.1 INSTALLATION OF STEEL FRAMING SHALL COMPLY WITH ASTM C754 AND C840 REQUIREMENTS THAT APPLY TO FRAMING INSTALLATION. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING AT TERMINATIONS IN GYPSUM BOARD ASSEMBLIES TO SUPPORT FIXTURES, HEAVY TRIM, GRAB BARS, TOILET ACCESSORIES, MILLWORK OR SIMILAR CONSTRUCTION. COMPLY WITH DETAILS INDICATED AND WITH GYPSUM BOARD MANUFACTURER'S WRITTEN RECOMMENDATIONS. A. ISOLATE STEEL FRAMING FROM BUILDING STRUCTURE AT LOCATIONS REQUIRED TO PREVENT TRANSFER OF LOADING IMPOSED BY STRUCTURAL MOVEMENT. B. DO NOT BRIDGE BUILDING CONTROL OR EXPANSION JOINTS WITH STEEL FRAMING OR FURRING MEMBERS. FRAME BOTH SIDES OF JOINTS INDEPENDENTLY. 3.2 INSTALLATION OF STEEL PARTITION AND SOFFIT FRAMING: INSTALL TRACKS AT FLOORS, CEILINGS AND STRUCTURAL WALLS WHERE GYPSUM BOARD ASSEMBLIES ABUT OTHER CONSTRUCTION. EXTEND PARTITION FRAMING FULL HEIGHT TO STRUCTURAL SUPPORTS OR SUBSTRATES ABOVE CEILINGS EXCEPT WHERE OTHERWISE INDICATED. CONTINUE FRAMING OVER DOORS AND OPENINGS AND FRAME AROUND DUCTS PENETRATING PARTITIONS ABOVE CEILINGS TO PROVIDE SUPPORT FOR GYPSUM BOARD. A. INSTALL STEEL STUDS AT 16 INCHES 0. C. UNLESS OTHERWISE INDICATED. B. FRAME DOOR OPENINGS TO COMPLY WITH GA 600 AND GYPSUM BOARD MANUFACTURER'S APPLICABLE WRITTEN RECOMMENDATIONS. SCREW VERTICAL STUDS AT JAMBS TO JAMB ANCHOR CLIPS ON DOOR FRAME. INSTALL TWO 0.0312-INCH THICK STUDS AT EACH JAMB. 3.3 APPLYING AND FINISHING GYPSUM BOARD PANELS: COMPLY WITH ASTM C840 AND GA 216 APPLICATION AND FINISHING STANDARDS. A. INSTALL CEILING BOARD PANELS ACROSS FRAMING TO MINIMIZE THE NUMBER OF ABUTTING END JOINTS AND TO AVOID ABUTTING END JOINTS IN CENTRAL AREAS OF CEILINGS. BUTT PANELS TOGETHER FOR LIGHT CONTACT AT EDGES OF ADJACENT PANELS. LOCATE JOINTS OVER SUPPORTS. SPACE FASTENERS IN GYPSUM PANELS ACCORDING TO REFERENCED STANDARDS AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. B. INSTALL TRIM AT CORNERS, END BEADS, REVEALS AND SIMILAR CONDITIONS. 3.4 FINISHING GYPSUM BOARD ASSEMBLIES: TREAT GYPSUM BOARD JOINTS, INTERIOR ANGLES, EDGE TRIM, CONTROL JOINTS, PENETRATIONS, FASTENER HEADS, SURFACE DEFECTS AND ELSEWHERE AS REQUIRED TO PREPARE GYPSUM BOARD SURFACES FOR DECORATION. APPLY JOINT TAPE OVER JOINTS EXCEPT THOSE WITH TRIM HAVING FLANGES NOT INTENDED FOR TAPE. A. FINISH PANELS IN ACCORDANCE WITH ASTM C 840 FOR LOCATIONS INDICATED 1. LEVEL 1 EMBED TAPE AT JOINTS IN CEILING PLENUM AREAS, CONCEALED AREAS AND WHERE INDICATED, UNLESS A HIGHER LEVEL OF FINISH 15 REQUIRED FOR FIRE RESISTANCE RATED ASSEMBLIES. 2. LEVEL 4: EMBED TAPE AND APPLY SEPARATE FIRST, FILL AND FINISH COATS OF JOINT COMPOUND TO TAPE AND FASTENERS AND TRIM FLANGES. SECTION 09 91 00 - PAINTING PART 1 - GENERAL 1.1 THIS SECTION INCLUDES SURFACE PREPARATION AND FIELD PAINTING OF EXPOSED INTERIOR ITEMS. PAINT EXPOSED SURFACES, EXCEPT WHERE SURFACE OR MATERIAL 15 NOTED NOT TO BE PAINTED OR IS TO REMAIN NATURAL. IF AN ITEM OR SURFACE 15 NOT SPECIFICALLY MENTIONED, PAINT THE ITEM OR SURFACE THE SAME AS SIMILAR ADJACENT MATERIALS. A. DO NOT PAINT PRE -FINISHED ITEMS UNLESS SPECIFICALLY NOTED OTHERWISE. B. CONTRACTOR SHALL FILL AND SAND ALL NAIL Ia0LES AND JOINTS AND REFACE SURFACES AS REQUIRED. 1.2 MATERIAL LIMITATIONS: USE ONLY PAINT AND RELATED MATERIALS OF THE MANUFACTURER'S SPECIFIED. PART 2 - PRODUCTS 2.1 PAINT PRODUCTS: ALL PAINT PRODUCTS SHALL BE PROVIDED EXACTLY AS SPECIFIED IN THE FINISH SCHEDULE (NO SUBSTITUTIONS). 2.2 MATERIAL QUALITY: PROVIDE MANUFACTURER'S BEST QUALITY MATERIALS OF VARIOUS COATING TYPES INDICATED THAT ARE FACTORY FORMULATED AND RECOMMENDED BY THE MANUFACTURER FOR APPLICATIONS INDICATED. PAINT MATERIAL CONTAINERS NOT DISPLAYING MANUFACTURER'S PRODUCT IDENTIFICATION WILL NOT BE ACCEPTABLE. 2.3 MATERIAL COMPATIBILITY: PROVIDE PRIMERS AND FINISH COAT MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH THE SUBSTRATES INDICATED UNDER CONDITIONS AND SERVICE AND APPLICATION. 2.4 COLORS SHALL BE AS INDICATED IN THE FINISH SCHEDULE ON THE DRAWINGS. SEE SECTION 3.3 FOR PAINT COLOR MATERIALS. PART 3 - EXECUTION 3.I PAINTING CONTRACTOR SHALL REVIEW DRAWINGS INCLUDING ELEVATIONS, FLOOR AND WALL FINISHES, CONSTRUCTION DETAILS, REFLECTED CEILING PLANS AND PRESENTATION PLANS/DETAILS FOR CLARIFICATION OF ITEMS AND SURFACES REQUIRED TO BE PAINTED. A. EXAMINE SUBSTRATES, AREAS AND CONDITIONS IN THE FIELD FOR COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION. 3.2 PREPARATION GENERAL: A. REMOVE HARDWARE AND HARDWARE ACCESSORIES, PLATES, MACHINED SURFACES, AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT TO BE PAINTED. B. CLEANING: BEFORE APPLYING PAINT OR OTHER SURFACE TREATMENTS, CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF VARIOUS COATINGS. C. SURFACE PREPARATION: CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION. 1. PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPAINT. 2. WOOD: CLEAN SURFACES OF DIRT, OIL AND OTHER FOREIGN SUBSTANCES WITH SCRAPERS, MINERAL SPIRITS AND SANDPAPER, AS REQUIRED. SAND SURFACES EXPOSED TO VIEW SMOOTH AND DUST OFF. FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES WITH PUTTY OR PLASTIC WOOD FILLER. SAND SMOOTH WHEN DRIED. 3. FERROUS METALS: CLEAN UNGALVANIZED FERROUS -METAL SURFACES THAT HAVE NOT BEEN SHOP COATED; REMOVE OIL, GREASE, DIRT AND LOOSE MILL SCALE. D. MATERIAL PREPARATION: MIX AND PREPARE PAINT MATERIALS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. STIR MATERIALS BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. USE ONLY THINNERS APPROVED BY THE PAINT MANUFACTURER E. APPLICATION: APPLY PAINT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING USED. USE ONLY HIGHEST QUALITY BRUSHES AND ROLLERS. ROLLERS TO BE 1/4 INCH NAP. 3.3 INTERIOR PAINT SCHEDULE: A. GYPSUM BOARD: LOW LUSTER ACRYLIC FINISH, TWO FINISH COATS OVER PRIMER. 1. PRIMER: SHERWIN WILLIAMS PREP RITE 200 LATEX WALL PRIMER B2814200 SERIES APPLIED AT DRY FILM THICKNESS OF NOT LESS THAN 1.6 MILS 2. FINISH COATS: TWO (2) COATS PER FINISH SCHEDULE B. SMOOTH WOOD AND MDF: ACRYLIC FINISH, TWO FINISH COATS OVER PRIMER. 1. PRIMER: SHERWIN WILLIAMS PREP RITE CLASSIC LATEX PRIMER 1328W101 2. FINISH COATS: TWO (2) COATS PER FINISH SCHEDULE C. FERROUS METAL: SEMI GLOSS ACRYLIC ENAMEL FINISH, TWO COATS OVER PRIMER I. PRIMER: SHERWIN WILLIAMS DTM ACRYLIC PRIMER 566141 2. FINISH COATS: TWO (2) COATS PER FINISH SCHEDULE D. ZINC COATED METAL: SEMI GLOSS ACRYLIC ENAMEL FINISH, TWO COATS OVER PRIMER 1. PRIMER: SHERWIN WILLIAMS SELF PRIME W/ SPECIFIED GILL NICKS TOPCOAT OR ACRYLIC PRIMER DTM B661A1I 2. FINISH COATS: TWO (2) COATS PER FINISH SCHEDULE FINISH SCHEDULE PAINT SCHEDULE COLOR NAME PRODUCT TYPE PRODUCT NUMBER GALLON FORMULA urn . STOCKED WHERE USED P-# 1 WHITE SEMI -GLOSS SEMI -GLOSS AQUAGALO #333-01 (LATEX) BENJAMIN MOORE $ CO. BENJAMIN MOORE $ CO. INTERIOR WALLS 4 CONSTRUCTION BARRICADE P-4 CEILING WHITE WHITE WATERBORNE ACRYLIC DRY FALL #444 EGGSHELL DULUX DULUX INTERIOR CEILING AND STRUCTURE p_16 FLOOR FINISHES WHERE USED FLOOR FINISH: G.C. IS TO PATCH GOUGES, CHIPS AND OLD TRENCHES WITH SELF -LEVELING AND GRIND EXISTING CONCRETE SLAB SMOOTH AND LEVEL TO REMOVE EXISTING RESIDUE AND FINISHES. INSTALL (2) COATS DURASEAL CONCRETE SEALER. APPLY WITH ROLLER AND FOLLOW ALL MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. AFTER THE SLAB 15 GROUND, INSPECT FLOOR CONDITION. IF CONCRETE LEVELER IS NECESSARY, G.C. TO PROVIDE PRODUCT SPECIFICATION TO P.M. FOR APPROVAL PRIOR TO USE. ALL FLOORING FC-1 WALL BASES WHERE USED 1' x 4° VINYL BASE, COLOR WHITE INTERIOR WALLS d CONSTRUCTION BARRICADE VE3-1 I (In U <0o 0-McD I N) 00000 - N ''- 0 > C3 CDz a m w DOOR SCHEDULE CONSTRUCTION BARRICADE DOORS DBL. 3'-0" x 6'-8" x 1 3/4" I-IOLLOW GORE WOOD DOOR /,>\' • DEA LEA OPE INSI OF / MALL SIDE ELEVATION DBOLT LATCH ER HANDLE AT A.F.P. (TIT.) RABLE FROM DE W/0 USE KEY. UNFINISHED DOORS AND HARDWARE PROVIDED AND INSTALLED BY G.C.. NO DOOR FRAME, MOUNT DOOR FLUSH WITH BARRICADE PLYWOOD. INSTALL BARRICADE WALL BASE AND GRAPIHICS TO MALL SIDE: 1. SIX (6) STANLEY MINCES, THREE PER DOOR #FBB-179 NRP, 4 1/2" X 4 1/2" 26D, FIELD MORTISE. 2. TWO (2) MANUAL. SLIDE BOLTS INSTALLED IN LEFT DOOR, TOP AND BOTTOM. 3. ONE (1) DEADBOLT SINGLE CYLINDER LOCK (U526D) INSTALLED IN RIGHT DOOR. FIELD MORTISE STRIKE IN LEFT DOOR. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 31 2014 City of Tukwila BUILDING DIVISION D ICI-0033 RECEIVED CITY OF TUKWILA JAN 13 2014 PERMIT CENTER F-- O CO 03 E 0 0 vi 0 3 rn 0 _o 0 m s C) 0 3 s 0 y 0 SSUE DATES w F- 0 1- LLI m LANDLORD DATE: w LU 0 0 U) CC 0 0 U) Z 0 W V Q a�. cn Q c Z Q Luau Z to W Q o Ne W I- co 1- W � � X X x XXX I CHK: ce 0 L- Z 0 SCALE: NOTED /€087 FEGISTERED ARCHITECT 1 WILLIAM EDW, RD ABBOT STATE OF WASHINGTON 13130040115 SHEET A1. MALL COMMON 281-8" AREA N.I.C. DO NOT DISTURB MALL CORRIDOR CARPET STROOM TILE liSTROOM TILE CORRIDOR VCT LJaria, CARPET CASHROOM WOOD RAMP WOOD 00 CLOSET CARPET DRESSING RM. WOOD CARPET NON -SALES SALES *12A WOOD SALES *12B WOOD SALES STAIRS II NOOD WOOD SALES WOOD SAL SALES *10 WOOD BARRICADE NOTES TENANT MUST COORDINATE THE INSTALLATION OF CONSTRUCTION BARRICADE WITH MALL MANAGEMENT OFFICE. G.C. SHALL MAINTAIN 101-0" MINIMUM CLEARANCE FROM CONSTRUCTION BARRICADE TO NEAREST PERMANENT FIXTURE IN MALL CONCOURSE TO MAINTAIN THIS BUILDING'S EGRESS REQUIREMENTS. IF MINIMUM EGRESS CLEARANCE CANNOT BE OBTAINED G.C. SHALL COORDINATE WITH LANDLORD TO TEMPORARILY RELOCATE KIOSK OR FIXTURES. IF KIOSK OR FIXTURES CANNOT BE RELOCATED G.C. SHALL NOTIFY OWNER'S CONSTRUCTION MANAGER IMMEDIATELY. ADJACENT TENANT B51 II SALES *7 WOOD SALES WOOD STAIRS WOOD SALES #2 NOD 04:1) ADJACENT TENANT SALES *5 WOOD 00 VESTIBULE SALES #1 WOOD 133 STOOP NO0 RAMP NOOD PORCH NOOD MALL COMMON DEMOLITION FLOOR PLAN 3/16" = 1'-0" REVIEWED Fan CODE COMPLIANCE APPROVED JAN 3 1 2014 City of Tukwila BUILDING DIVISION GENERAL DEMOLITION NOTES ELECTRICAL DEMOLITION NOTES DEMOLITION PLAN CODED NOTES 5. 1 IN ORDER TO CAUSE THE LEAST AMOUNT OF INCONVENIENCE, COORDINATE WITH LANDLORD AND OIAINER'S CONSTRUCTION MANAGER A CONVENIENT TIME TO PERFORM DEMOLITION IAIORK. INSTALL ALL TEMPORARY PROTECTED MEANS OF EGRESS, TEMPORARY LIGHTING, AND ALL SAFETY DEVICES IN ACCORDANCE WITI-I ALL STATE AND LOCAL. CODES AND LANDLORD REQUIREMENTS. COORDINATE PORCH DEMOLITION IAIITI-I CONSTRUCTION BARRICADE IN ORDER TO MAINTAIN 101-0" CLEAR TO MALLS PERMANENT FIXTURES. COORDINATE ANY NECESSARY UTILITY SHUTDOWNS LANDLORD A MINIMUM OF 48 HOURS IN ADVANCE. VERIFY TIME REQUIREMENT MALL OPERATIONS MANAGER. ALL ITEMS SHOWN DASHED ARE TO BE REMOVED UNLESS NOTED OTHERWISE. COORDINATE EXTENT OF DEMOLITION WITH ALL CONSTRUCTION PLANS. COORDINATE WITH CONSTRUCTION, MECHANICAL AND ELECTRICAL PLANS EXISTING ITEMS TO REMAIN. ALL. EXISTING ITEMS ARE ASSUMED TO BE IN WORKING ORDER, UNLESS NOTIFIED PRIOR TO DEMOLITION. IT'S TI4E CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING ITEMS REMOVED AND DESIGNATED FOR RELOCATION OR DELIVERY TO OWNER. DO NOT DISTURB HAZARDOUS MATERIALS OR ITEMS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS, NOTIFY OWNERS CONSTRUCTION MANAGER IMMEDIATELY. EXISTING MECHANICAL SYSTEMS TO REMAIN, DO NOT DISTURB EXCEPT AS NOTED ON THE MECHANICAL PLANS. EXISTING FIRE -PROTECTION SYSTEMS TO BE REMOVED AND SAVED FOR RELOCATION, SEE ELECTRICAL AND FIRE PROTECTION DRAWINGS. 9. DEMOLITION INCLUDES BUT IS NOT LIMITED TO THE REMOVAL OF INTERIOR WALLS PARTITIONS, CEILINGS, FLOOR COVERINGS, PLATFORMS, DISPLAY SHOW WINDOWS, CABINETS, ETC. DEMOLITION ALSO INCLUDES THE REMOVAL OF EXISTING ELECTRICAL, MECHANICAL FIXTURES AND EQUIPMENT AS SPECIFIED ON MECHANICAL * ELECTRICAL DRAWINGS WITHIN THE LEASE SPACE. CONTACT OWNER'S CONSTRUCTION MANAGER IF THERE ARE ANY QUESTIONS CONCERNING THE EXTENT OF DEMOLITION. 10. CHECK ALL EXISTING OVERI-IEAD SANITARY AND STORM DRAIN LINES FOR LEAKS DURING DEMOLITION. REPORT LEAKS TO LANDLORD'S FIELD REPRESENTATIVE. 11 PROTECT ALL EXISTING ITEMS TO REMAIN INCLUDING BUT NOT LIMITED TO PLUMBING FIXTURES, DRINKING FOUNTAIN, ELECTRICAL SERVICE, ETC. FROM DUST, DEBRIS AND/OR DAMAGE. COVER ANY MALL RETURN OR FRESH AIR OPENINGS PRIOR TO DEMOLITION. 12. WHERE APPLICABLE, COORDINATE THE REMOVAL, DISPOSAL AND/OR RETURN OF ALL EXISTING ITEMS OUTLINED IN OWNER'S BID PACKAGED WITI-1 OWNER'S REPRESENTATIVE PRIOR TO ITS REMOVAL. FAILURE TO DO SUCH COORDINATION WILL RESULT IN G.C.'S MONETARY FINE IN THE EQUIVALENCE OF THE COST OF REPLACEMENT VALUE OF THE EXISTING LISTED ITEMS. 13. PREVIOUS RECORD DOCUMENTS OF THE PROJECT CAN BE OBTAINED FROM TI-IE OWNER FOR REFERENCE. CONTACT THE OWNER'S PROJECT MANAGER LISTED ON THE COVER SHEET. 1. REMOVE ALL EXISTING EXPOSED CONDUITS, WIREWAYS, JUNCTION BOXES, RECEPTACLES, OUTLETS, SWITCHES AND WIRING IN ITS ENTIRETY. 2. REMOVE ALL EXISTING WIRING FROM EXISTING CONDUITS RECESSED WITHIN EXISTING STRUCTURE. (1E; WHERE CONDUIT CANNOT 5E REMOVED) 3. REMOVE ALL EXISTING TELEPHONE/DATA OUTLETS AND CABLING WITHIN SPACE. 4. REMOVE EXISTING SECURITY SYSTEM, CONDUIT AND WIRING IN ITS ENTIRETY. 5. CUT ALL CONDUITS IN MASONRY WALLS AND CONCRETE FLOOR SLABS BACK TO 1" BELOW FINISHED SURFACE AND FILL NOLE TO MATCH SURROUNDING SURFACE; . EXISTING FIRE ALARM PANEL AND DEVICES SHOWN AS EXISTING ON SHEETS E2.00 AND E2.01 ARE TO REMAIN UNCHANGED. EXISTING FIRE ALARM DEVICES SHOWN AS RELOCATED ARE TO HAVE CABLING EXTENDED AS REQUIRED TO NEW LOCATION. REMOVE ALL OTHER FIRE ALARM SYSTEM, CONDUIT AND WIRING IN ITS ENTIRETY. 7. EXISTING LIGHTING SHOWN AS EXISTING ON SHEETS E2.00 AND E2.01 ARE TO REMAIN UNCHANGED. EXISTING LIGI-ITING SHOWN AS RELOCATED ARE TO 5E WIRED TO EXISTING PANEL(5). REMOVE ALL OTHER LIGHTING FIXTURES, SURFACE, RECESSED, CHAIN HUNG, ETC. IN THEIR ENTIRETY. B. EXISTING LIGHT SWITCHES SHOWN AS EXISTING ON SHEET E2.00 ARE TO REMAIN UNCHANGED. REMOVE ALL OTHER LIGI-IT SWITCHES, RECEPTACLES, DATA AND TELEPI-IONEOUTLETS IN TI-IEIR ENTIRETY. EXISTING LANDLORD LEASELINE EXISTING LANDLORD NEUTRAL PIER. PROTECT DURING DEMOLITION EXISTING EGRESS EXIT DOOR, FRAME AND HARDWARE TO REMAIN. REMOVE ALL ITEMS INSIDE THE LEASED AREA TO STRUCTURAL CONCRETE AND/OR LANDLORD DEMISING WALLS AS SI-IONN, UNLESS OTI-IERNISE NOTED. DEMO TO INCLUDE BUT NOT LIMITED TO; WALLS, DOORS, TRIM, TENANT FLOOR FINISHES, CEILING FINISHES, PORCH 4 PLATFORM, FRAMING, RAFTERS, ROOF METAL, LIGHTS, CAMERAS, SPEAKERS, DIFFUSERS, SPRINKLER HEADS, OUTLETS, CONDUIT AND ELECTRICAL WIRING. REMOVE ALL TENANT FINISHES FROM MALL COLUMN. PROTECT MALL COLUMN AND ASSOCIATED RATED ENCLOSURE OR FIRE PROOFING, IF ANY. REPAIR OR REPLACE TO PROPER RATING AT COMPLETION OF DEMOLITION EXISTING FLOOR DRAIN TO REMAIN REMOVE PORCH FRAMING - SEE SHEET A2.52 FOR EXISTING CONSTUCTION, FOR REFERENCE ONLY. EXISTING ELECTRICAL PANELS AND EQUIPMENT TO REMAIN (TYP.) REMOVE ALL NON -SALES METAL lAIAINSCOTING, CORNER GUARDS AND BASE, UNLESS NOTED OTHERWISE. REMOVE MALL FLOOR FINISHES UP TO LEASE LINE EXISTING DOOR, FRAME AND HARDWARE TO REMAIN. 18" RAISED PLATFORM TO BE REMOVED. PORCI-I, VESTIBULE, CASHROOM, DRESSING RM. AND SALES ROOMS #1-9, 12A, 1233 12C. SEE SHEETS A2.50, A2.51 AND A2.53 FOR EXISTING CONSTRUCTION, FOR REFERENCE ONLY. ALL EXISTING RESTROOM WALL FINISHES AND FIXTURES TO REMAIN INCLUDING WATER -HATER ON LOFT ABOVE (TYP.) STAIRS AND ASSOCIATED ITEMS TO BE REMOVED. RAMP AND ASSOCIATED ITEMS TO BE REMOVED. CONSTRUCTION BARRICADE. SEE SHEET AinCEIVED CITY OF TUKWILA JAN 1 3 2014 MARBLE THRESHOLD TO REMAIN DEMOLISH GAS FIREPLACE PERMIT CENTER FIRE ALARM PANEL TO 5E RELOCATED. SEE SHEET A2.00 AND ELECTRICAL DRAWINGS. PEGISTEFED ARCHITECT 1,^/ILLIA114 EDWARD ABBOT STATE OF WASHINGTON 13130040115 SHEET A1.3 AREA N.I.C. DO NOT DISTURB MALL CORRIDOR CORRIDOR A.T. 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BD. II 4 RCN 1111;1°: 15-0" GYP. BD. 11 MALL COMMON 9 -3' 'TYP. WOOD REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 1 2014 City of Tukwila BUILDING DIVISION DEMOLMON REFLECTED CEILING PLAN 3/16" = 1'-0" UJ o-± dschumacher@abbotstudios.com SSUE DATES LANDLORD DATE: Ld a a EXISTING DEMISING WALLS TO REMAIN EXISTING DRINKING FOUNTAIN AND ASSOCIATED FRP WAINSCOTING TO REMAIN LEASE LINE MALL CORRIDOR EXISTING NALL TO REMAIN MALL COMMON REMOVE ADJACENT NALL. PATCH * REPAIR WALL TO REMAIN AS REQUIRED. I 1 I I 11 11 WAINSCOTING IN THIS AREA TO REMAIN. sos := = RESTROOM 00 E.CTI.R ; = RESTROOM 00 • ±11' -4 1/2" EXISTING CONSTRUCTION TO REMAIN REMOVE ADJACENT WALL. PATCH 4 REPAIR NALL TO REMAIN AS REQUIRED. EXISTING MOP SINK AND CLOSET SHELVING TO REMAIN DEMOLITION REFLECTED CEILING PLAN CODED NOTES 0 EXISTING LANDLORD LEASEL I NE EX I ST I NG LANDLORD NEUTRAL PI R. PROTECT DUR I NG DEMOLITION EX I ST I NG RESTROOM CE I LING GYP. D. AND DEVICES TO REMAIN. REMOVE A .C.T CE I LING ABOVE LOFT. REMOVE ALL ITEMS INSIDE THE LEASED AREA TO STRUCTURAL CONCRETE AND/OR LANDLORD DEMISING WALLS AS SHOWN, UNLESS OTHERW ISE NOTED. DEMO TO INCLUDE BUT NOT LIMITED TO; WALLS, DOORS, TRIM, TENANT FLOOR FINISHES, CEILING Fl NI WES, PORCH 4 PLATFORM, FRAM IN, RAFTERS, ROOF METAL, LIHTS, CAMERAS, SPEAKERS, DIFFUSERS, SPRINKLER HEADS, OUTLETS, CONDUIT AND ELECTRICAL W IR ING REMOVE ALL TENANT FINISHES FROM MALL COLUMN. PROTECT MALL COLUMN AND ASSOCIATED RATED ENCLOSURE OR FIRE PROOFING, IF ANY. REPAIR OR REPLACE TO PROPER RAT I NG AT COMPLETION OF DEMOLITION EX I STI NG EMERGENCY EXIT SIGNAGE TO REMAIN. REMOVE EXISTING NON -SALES FLUORESCENT LIGHTS - SAVE FOR RELOCATION - SEE A2.00 AND ELECTRICAL. SHEETS FOR NEW LOCATIONS REMOVE EXISTING GYP. 5D. SOFFIT AND RECESSED L I GI -ITS TO THE 5ACK SIDE OF MALL BULKHEAD. REMOVE PORCH FRAM I NG - SEE SHEET A2.52 FOR REFERENCE SAVE ALL NON -SALES BATTERY BACK-UP EMERGENCY L IGHTS FOR RELOCATION. SEE A2.00 AND ELECTRICAL SHEETS. BATTERY BACK- UP EMERGENCY LIGHT TO REMAIN. SEE A2.00 AND ELECTRICAL SHEETS. EXIST I NG SERVICE LIGHT TO REMAIN D oo33 RECEIVED CITY OF TUKWILA JAN 1 3 2014 PERMIT CENTER • • SCALE: NOTED WILIAM EDWARD ABBOT STATE OF WASHINGTON 13130040115 A1.30 I I LATPGED PLA SCALE: 1/4" = SHEET At31 EXISTING NEUTRAL PIER TO REMAIN. 29'-8 7/8" D 1.49/ G.C. TO MAINTAIN A MINIMUM OF 10'-0" BETWEEN BARRICADE AND MALL CORRIDOR RAILING IN FRONT OF TENANT SPACE 6'-0" 62'-4 1/4" i -LEASE LINE 3'x7' WOOD DOUBLE DOORS WITI-I PASSAGE LOCKSET HANDLES WITH SATIN FINISH. CENTER DOORS WHERENEW STORE ENTRY WILL BE. NEW CONSTRUCTION BARRICADE CONSISTING OF 5/8" G.W.B. ON 3 5/8" x 25 GA. METAL STUDS @ 16" 0.C. MAX. AT DIMENSIONS SPECIFIED. 26'-7 3/8" EXISTING NEUTRAL PIER TO REMAIN. N U J CONSTRUCTION BARRICADE PLAN SCALE: 1/2" = 1'-0" VB-1 MALL BULKHEAD 3'x7' H.C. WOOD DOUBLE DOORS W/ PASSAGE LOCKSET HANDLES W/ SATIN FINISH. NOTE: ALIGN DOOR IN BARRICADE WITH CENTERLINE OF STOREFRONT ENTRY OPENING FOR FIXTURE DELIVERY AFTER MALL HOURS. 62'-4 1/4" FRONT VB-1 0 CO Q dschumacher@abbotstudios.com ›- cc G Z 0 N W CC ua > >Q 0 Qom- w Z u_ CZ 00 Q wQ zl—Q0 _-4. p _wZCZZ — .� 1 c 6 U A N Z 0 N H ISSUE DATES LANDLORD DATE: BID DATE: CONSTRUCTION BARRICADE ELEVATION SCALE: 1/2" = 1'-0" TENANT SPACE k 5'-0" EXISTING MALL BULKHEAD CONDITION ±15'-0" ABOVE MALL FLOOR TOP OF BARRICADE COORD. W/ L.L. REQUIREMENTS SECURE FRAMING AS REQUIRED FOR LATERAL STABILITY @ 32" O.C. MAX. P-4 5/8" GYPSUM BOARD ON 3 5/8" x 25 GA. METAL STUDS @ 16" O.C. MAX. FACE ON N.P.BEYOND LEASE LINE METAL TRACK SECURED TO 2x4 PLATE. 2x4 PLATE - SECURE TO PLYWOOD FROM UNDERSIDE. FASTENERS TO BE SET FLUSH. -EXISTING MALL FLOORING VB-1 MALL SIDE ev..Y tp 1 ti 1/4" SHIM SPACE- 1%%I►I►1 O y E: carat vi..` �L b ,tir 2•�- _ WOOD BLOCKING 3/4" WOOD TRIM I NGE // / /// /// // / 1-'1/ -'/ i1/02///ii iiiiriiiiiii iii / 3'x7' HOLLOW CORE WOOD DOUBLE DOORS 5/8" GYPSUM BOARD ON 3 5/8" x 25 GA. METAL STUDS @ 24" O.C. MAX. biM £X33 RECEIVED CITY OF TUKWILA JAN 1 3 2014 PERMIT CENTER BARRICADE NOTES MAINTAIN BARRICADE DURING CONSTRUCTION. CONSULT WITH MALL REPRESENTATIVE FOR HOURS IN W1-41CH WORK ON BARRICADE CAN OCCUR. BARRICADE TO REMAIN AFTER CONSTRUCTION 15 COMPLETE. FURNISH AND CONSTRUCT A TEMPORARY BARRICADES) OF 3 5/8" X 25 GA. METAL FRAMING @ 24" O.C. MAX. AND 5/8" G.W.B. (MALL SIDE) TAPED, SPACKLED AND SANDED SMOOTH. INSTALL G.W.B. BACK TO MALL BULKHEAD TO CREATE DUST -PROOF CONDITION. BARRICADES ARE TO BE ADEQUATELY SECURED AND BRACED TO MALL BULKHEAD FRAMING FOR LATERAL STABILITY AND MUST BE STRUCTURALLY SOUND. PAINT - ONE COAT PRIMER AND TWO FINISH COATS. COORDINATE INSTALLATION OF GRAPHIC WITH OWNER'S VENDOR. . RESTORE MALL FLOORING AND BULKHEAD TO A "LIKE NEW" CONDITION AND FINISH: ALL DELIVERIES TO SPACE DURING MALL HOURS SHALL BE MADE THROUGH SECONDARY EXIT. BARRICADE DOORS FOR FIXTURE $ OVERSIZED MATERIAL. DELIVERY AFTER MALL HOURS. IF BARRICADE 15 EXISTING, PREPARE FACE OF BARRICADE PER OWNER'S STANDARDS FOR GRAPHIC INSTALLATION. co g— w w 0 Z 0 v z 0 0 Lid Lc) W (.) aco >. Q W Za Luau ci W 00 � o) oz co � a —I w LL U!Iw, J V) W00 (.5 to en z N SCALE: NOTED 7037 FEGRTFRFr, ACHIVE T 11,111,WW. ' EDWARD ABBOT STATE OF WASHi`iGTC,4i 13130040115 (L.L. TO FACE OF BARRICADE) CONSTRUCTION BARRICADE SECTION SCALE: 1/2" = 1'-0" DOOR JAMB DETAIL SCALE: 6" = 1'-0" 10. BARRICADE IS TO BE 100% COMPLETE AND READY FOR OWNER'S GRAPHICS TO BE INSTALLED NOT MORE THAN FOUR DAYS AFTER CONSTRUCTION START. CONTACT C.M. UPON COMPLETION TO COORDINATE GRAPHIC INSTALL WITH GRAPHIC VENDOR. SHEET Al. 0 0 CV MATCH LINE ADJACENT TENANT (R) TYP. 4' (R) 4' (R) STRUCTURAL BEAM ABOVE- BTM AT 15'-6 1/4" A.F.F. BTM OF DECK AT 17'-q 3/16" 14' (R) 11 TYP. (R) TYP. STRUCTURAL BEAM ABOVE- 13TM AT 16'-2 1/2" A.F.F. n TYP. FINISHES WALL FINISH P-4 BASE FINISH VB-1 FLOOR FINISH FC-1 CEILING FINISH P-16 DOOR FINISH P-4 SEE FINISH SCHEDULE SHEET A1.01 OPEN TO DECK 4' (R) NO WALL BASE ON DEMISING WALLS 14' (R) STRUCTURAL BEAM ABOVE- 13TM AT 15'-6 1/4" A.F.F. 14' (R) 11 iTYP. 14' TYP. (R) 4' (R) TYP. 4(R) STRUCTURAL BEAM ABOVE- 13TM AT 15'-6 1/4" A.F.F. ( 14' (R) 14' (R) TYP. 4' (R) I1 TYP. (N)„ TYP. 1 14' (R) TYP. 12" FIRE MAIN WITH BOTTOM AT (N) I TYP. r 0 N W z J ADJACENT TENANT MALL COMMON RE'UiEWMPANCE R CODE COL APPROVED JAN 3 1 I City of Tukwila BUILDING DIVISION CONSTRUCTION/FINISH/LIGHTING PLAN 1/4" _ 1'-0" ci) U GENERAL NOTES - PLANS 1. ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD UNLESS SPECIFICALLY NOTED OTHERWISE. 2. EXISTING EGRESS ROUTE TO BE MAINTAINED. DISTANCE TO ENTRY POINT UNCHANGED. 3. NO INTERIOR CONSTRUCTION MAY BE ATTACHED OR FASTENED TO THE ROOF DECK, JOIST BRIDGING, JOIST CROSS -BRACING, PIPING, CONDUIT, DUCTWORK OR ANY OTHER NON-STRUCTURAL ITEM. DO NOT WELD, DRILL, SHOOT OR SCREW INTO STRUCTURAL STEEL OR JOISTS. USE CLAMPS, TIE -WIRE, THRU-BOLTS WITH WASHERS. REFER TO LANDLORD'S CONSTRUCTION MANUAL. FOR METHODS OF ATTACHMENT TO STRUCTURE. DO NOT USE COMBUSTIBLE MATERIALS SUCH AS WOOD BLOCKING, PVC, PLASTIC, ETC. IN CEILING PLENUM OR DEMISING WALL. 5. VERIFY FIRE EXTINGUISHERS AS REQ'D BY LOCAL FIRE MARSHALL. MINIMUM EXTINGUISHER RATING UL 2A/10B:C SPACED NOT TO EXCEED 75' TO ANY AREA WITHIN STORE. PROVIDE NEN AS REQUIRED. 6. EXISTING DEMISING NALL - PATCH AND REPAIR EXISTING 5/8" TYPE "X" GYPSUM BOARD TIGHT TO DECK ABOVE TENANT SIDE ONLY) PER UL# U465 (1 HOUR) OR UL# U411 (2 HOUR). 7. SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION AND CIRCUITING. 8. SEE MECHANICAL SHEETS FOR MODIFICATIONS TO THE EXISTING HVAC EQUIPMENT. q. PATCH AND REPAIR ALL WALLS FROM THE REMOVAL OF METAL/FRP WAINSCOTING AND CORNER GUARD REMOVAL. LANDLORD COMMENTS: 1. TENANT AND GENERAL CONTRACTOR MUST SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH MALL MANAGEMENT PRIOR TO THE START OF CONSTRUCTION. TENANT'S G.C. IS RESPONSIBLE TO COMPLY WITH ALL MALL RULES AND REGULATIONS AS INSTRUCTED BY MALL MANAGEMENT. CONTACT MALL MANAGEMENT OFFICE. 2. ANY LANDLORD EQUIPMENT OR COMPONENT THAT EXISTS IN THE SPACE MUST REMAIN VISIBLE AND ACCESSIBLE TO THE LANDLORD. TENANT MUST INSTALL AND PROPERLY LABEL ACCESS PANEL AS NECESSARY. 0 m E 0 0 0 cn 0 a) U 0 c.) rn III W H W cc 0 0 > w CC CONSTRUCTION/FINISH/LIGHTING PLAN CODED NOTES 0 EXISTING LANDLORD LEASE LINE O EXISTING LANDLORD NEUTRAL PIER, PROTECT. O3 EXISTING DOOR, PAINT. REPAIR DAMAGED DEMISING WALL PER REQUIRED RATING ® REPAIR DAMAGED FIRE PROOFING (IF ANY) TO REQUIRED RATING. © LEVEL AND FINISH CONCRETE FLOOR PER FC-I SEE FINISH SCHEDULE AND SPECIFICATIONS ON SHEET A1.01 O7 CONSTRUCTION BARRICADE TO REMAIN AFTER COMPLETION OF THE PROJECT. OS PAINT ALL CEILINGS P-16 0 GYP. BD. FINISH EXISTING WALL AFTER DEMOLITION. 10 EXISTING ELECTRICAL SERVICE PANELS AND EQUIPMENT. DO NOT DISTURB. 0 RELOCATED FLUORESCENT LIGHT FIXTURES, SEE ELECTRICAL SHEETS. BATTERY BACK UP EMERGENCY LIGHT FIXTURES, SEE ELECTRICAL SHEETS. (E)= 12 EXISTING, (N )= NEN, (R)= RELOCATED. 13 EMERGENCY EXIT SIGNAGE: (E)= EXISTING, (N) = NEN EXISTING HEIGHTS OF STRUCTURE AND EQUIPMENT SHOWN FOR REFERENCE. VERIFY 14 HEIGHT IN FIELD OP EXISTING FLOOR DRAIN TO REMAIN. 40 RE -LOCATED FIRE ALARM PANEL. SEE ELECTRICAL SHEETS. ISSUE DATES w 0 cc w C C'0 9 0 0 m LEGENDS INTERIOR PARTITIONS - EXISTING INTERIOR PARTITION - PATCH AND REPAIR EXISTING WALLS TO 'LIKE NEW'' CONDITION AS REQUIRED TO ACCEPT NEN FINISH. INSTALL NEW DIAGONAL BRACING AS REQUIRED ME M EXISTING DEMISING ` NALL - G.C. TO PATCH AND REPAIR EXISTING 5/8" TYPE "X" GYPSUM BOARD TIGHT TO DECK ABOVE (TENANT SIDE ONLY) PER UL# U465 FOR (1 HOUR) AND UL# U411 FOR (TWO HOUR). VERIFY IN FIELD ACTUAL LOCATIONS. - NEN FULL HEIGHT DEMISING WALL 3 5/8" METAL STUDS @ 16" O:E.I3V(E2M AX.) WITH 5/6" TYPE 'X' GYPSUM BOARD. PROVIDE GYP BD ONE OR BOTH SDES AS REQUIRED. PROVIDE DIAGONAL BRACING AT 48" D.G. RECD CITY OFTUKWILA JAN ?�4 DEVICELEGEND PERMIT CENTER CEILING CEILING 4' (R) 4' (E) (E), (N), OR (R) (E), (N), OR (R) (E), (N), OR (R) RELOCATED TS FLUORESCENT LIGHT STRIP 4'-0" - SEE ELECTRICAL SHEETS FOR DETAILS AND ADDITIONAL INFORMATION EXISTING TO REMAIN TB FLUORESCENT LIGHT STRIP 4'-0" - SEE ELECTRICAL SHEETS FOR DETAILS AND ADDITIONAL INFORMATION EMERGENCY EXIT SEE ELECTRICAL EMERGENCY EXIT SEE ELECTRICAL SIGNAGE - (E)= EXISTING, (N)= NEW, (R)= RELOCATED SHEETS FOR DETAILS AND ADDITIONAL INFORMATION SIGNAGE AND LIGHT - (E)= EXISTING, N. NEW, (R)= RELOCATED SHEETS FOR DETAILS AND ADDITIONAL INFORMATION z LL z 0 0 c co 0 0 0 0 z 0 SCALE: NOTED 7087 WILLIAM E?WARD ABBOT STATE OF WASHING T ON 13130040115 EMERGENCY EXIT SEE ELECTRICAL LIGHT - (E)= EXISTING, (N)= NEW, (R)= RELOCATED SHEETS FOR DETAILS AND ADDITIONAL INFORMATION SHEET A 2 i e '` MALL COMMON AREA N.I.C. DO NOT DISTURB MALL CORRIDOR TYP. EXISTING RESTROOMS WALL FIN1514 EXST. TILE P-4 BASE FINISH-1 EXST. TILE COVE FLOOR FINISH EXISTING TILE CEILING FINISH EXST. GYP. P-4 DOOR FINISH EXST. P-4 PAINT GYP. BD. SURFACES. SEE FINISH SCHEDULE SHEET AI.01 4' (R) 11 TYP. TYP. 4' (R) VB-1 o� VB-1 TYP. 4(R) tt TYP. EXISTING MOP CLOSET WALL FINISH EXST. FRP P-4 BASE FINISH EXST. VINYL FLOOR FINISH EXISTING TILE CEILING FINISH EXST. TO REMAIN DOOR FINISH EXST. P-4 PAINT GYP. BD. SURFACES. SEE FINISH SCHEDULE SWEET A1.01 4' (R) FINISHES WALL FINISH P-4 BASE FINISH V5-1 FLOOR FINISH FC-1 CEILING FINISH P-16 DOOR FINISH P-4 SEE FINISH SCHEDULE SHEET A1.01 OPEN TO DECK NO WALL BASE ON DEMISING WALLS 4' (R) 11 TYP. ►4' (R) TYP. L — -- TYP. W z J 0 2 4' (R) 4' (R) TYP. �N) TYP. 12 TYP. 4' (R) STRUCTURAL BEAM ABOVE BTM AT 14'-4" A.F.F. 0 4' (R) (R) '4' (R) 0 TYP. TYP. 4' (R) it TYP. TYP. CONSTRUCTION/FINISH/LIGHTING PLAN 1/4" 1'-0" 0 0 O O GENERAL NOTES PLANS 1. ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD UNLESS SPECIFICALLY NOTED OTHERWISE. 2. EXISTING EGRESS ROUTE TO BE MAINTAINED. DISTANCE TO ENTRY POINT UNCHANGED. 3. NO INTERIOR CONSTRUCTION MAY BE ATTACHED OR FASTENED TO THE ROOF DECK, JOIST BRIDGING, JOIST CROSS -BRACING, PIPING, CONDUIT, DUCTWORK OR ANY OTHER NON-STRUCTURAL ITEM. DO NOT WELD, DRILL, SI-100T OR SCREW INTO STRUCTURAL STEEL OR JOISTS. USE CLAMPS, TIE -WIRE, THRU-BOLTS WITH WASHERS. REFER TO LANDLORD'S CONSTRUCTION MANUAL FOR METHODS OF ATTACHMENT TO STRUCTURE. 4. DO NOT USE COMBUSTIBLE MATERIALS SUCH AS WOOD BLOCKING, PVC, PLASTIC, ETC. IN CEILING PLENUM OR DEMISING WALL. 5. VERIFY FIRE EXTINGUISHERS AS REQ'D BY LOCAL FIRE MARSHALL. MINIMUM EXTINGUISHER RATING UL 2A/10B:C SPACED NOT TO EXCEED 75' TO ANY AREA WITHIN STORE. PROVIDE NEW AS REQUIRED. 6. EXISTING DEMISING WALL - PATCH AND REPAIR EXISTING 5/8" TYPE "X" GYPSUM BOARD TIGHT TO DECK ABOVE (TENANT SIDE ONLY) PER UL# U465 (I HOUR) OR UL# U411 (2 HOUR). 7. SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION AND CIRCUITING. 8. SEE MECHANICAL SHEETS FOR MODIFICATIONS TO THE EXISTING I-IVAC EQUIPMENT. 1. PATCH AND REPAIR ALL WALLS FROM THE REMOVAL OF METAL/FRP WAINSCOTING AND CORNER GUARD REMOVAL. LANDLORD COMMENTS: 1. TENANT AND GENERAL CONTRACTOR MUST SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITI-I MALL MANAGEMENT PRIOR TO THE START OF CONSTRUCTION. TENANT'S G.G. IS RESPONSIBLE TO COMPLY WITH ALL MALL RULES AND REGULATIONS AS INSTRUCTED BY MALL MANAGEMENT. CONTACT MALL MANAGEMENT OFFICE. ' 2. ANY LANDLORD EQUIPMENT OR COMPONENT THAT EXISTS IN THE SPACE MUST REMAIN VISIBLE AND ACCESSIBLE TO THE LANDLORD. TENANT MUST INSTALL AND PROPERLY LABEL ACCESS PANEL AS NECESSARY. 0 ca ' F- aU U) z 0 VN > W CC CONSTRUCTION/FINISH/LIGHTING PLAN CODED NOTES 0 EXISTING LANDLORD LEASE LINE O EXISTING LANDLORD NEUTRAL PIER, PROTECT. O3 EXISTING DOOR, PAINT. ® REPAIR DAMAGED DEMISING WALL PER REQUIRED RATING O REPAIR DAMAGED FIRE PROOFING (IF ANY) TO REQUIRED RATING. OLEVEL AND FINISH CONCRETE FLOOR PER FC-1 SEE FINISH SCHEDULE AND SPECIFICATIONS ON SHEET A1.01 ® CONSTRUCTION BARRICADE TO REMAIN AFTER COMPLETION OF THE PROJECT. 8® PAINT ALL CEILINGS P-16 O GYP. BD. FINISH EXISTING WALL AFTER DEMOLITION. 0.EXISTING ELECTRICAL SERVICE PANELS AND EQUIPMENT. DO NOT DISTURB. 11 RELOCATED FLUORESCENT LIGHT FIXTURES, SEE ELECTRICAL SHEETS. BATTERY BACK UP EMERGENCY LIGHT FIXTURES, SEE ELECTRICAL SHEETS. (E)= 12 EXISTING, (N)= NEW, (R)= RELOCATED. 0 EMERGENCY EXIT SIGNAGE: (E)= EXISTING, (N)= NEW EXISTING HEIGHTS OF STRUCTURE AND EQUIPMENT SHOWN FOR REFERENCE. VERIFY 14 HEIGHT IN FIELD 0 EXISTING FLOOR DRAIN TO REMAIN. 16 RE -LOCATED FIRE ALARM PANEL. SEE ELECTRICAL SHEETS. SSUE DATES w 0 rY w a_ co 0 0 LANDLORD DATE: 1- w 0 LEGENDS INTERIOR PARTITIONS — EXISTING INTERIOR PARTITION PATCH AND REPAIR EXISTING WALLS TO 'LIKE NEW' CONDITION AS REQUIRED TO ACCEPT NEW FINISH. INSTALL NEW DIAGONAL BRACING AS REQUIRED CEILING DEVICE LEGEND — EXISTING DEMISING WALL G.C. TO PATCH AND REPAIR EXISTING, 5/8" TYPE "X" GYPSUM BOARD TIGHT TO DECK ABOVE (TENANT SIDE ONLY) PER UL# U465 FOR (1 -10UR) AND UL# U411 FOR (TWO HOUR). VERIFY IN FIELD ACTUAL LOCATIONS. - NEW FULL HEIGHT DEMISING WALL- 3 5/8" METAL STUDS @ 16" 0.C. (MAX.) WITH 5/S" TYPE 'X' GYPSUM BOARD. PROVIDE GYP BD ONE OR BOTH SIDES AS REQUIRED. PROVIDE DIAGONAL BRACING AT 46" 0.C. tM003 3 4' (R) 4' (E) RECEIVED CITY OF TUKWILA JAN 1 3 2014 PERMIT CENTER RELOCATED TB FLUORESCENT LIGI-IT STRIP 4'-0" - SEE ELECTRICAL SHEETS FOR DETAILS AND ADDITIONAL INFORMATION _ EXISTING TO REMAIN TB FLUORESCENT LIGHT STRIP 4'-0" - SEE ELECTRICAL SHEETS FOR DETAILS AND ADDITIONAL INFORMATION (E), (N), OR (R) (E), (N), OR (R) (E), (N), OR (R) EMERGENCY EXIT SEE ELECTRICAL EMERGENCY EXIT SEE ELECTRICAL SIGNAGE - (E)= EXISTING, (N)= NEW, (R)= RELOCATED SHEETS FOR DETAILS AND ADDITIONAL INFORMATION SIGNAGE AND LIGHT - (E)= EXISTING, (N)= NEW, (R)= RELOCATED SHEETS FOR DETAILS AND ADDITIONAL INFORMATION z J a. Z z Ln 0 LC) LC) 1r w 0 a>. co a W za w O. vao = r W 03 I O) 0z V_-JI— = O J ;- w W � Wcn 0 c 0 V) SCALE: NOTED 7087 REGIS T ;ED ARCHIT C i 3x � EDVitARD ABBOT STATE OF WASHIN TON 13130040115 EMERGENCY EXIT SEE ELECTRICAL LIGHT (E)= EXISTING, (N)= NEW, (R)= RELOCATED SHEETS FOR DETAILS AND ADDITIONAL INFORMATION SHEET A2. I��j vr- 3 S2.1 Ml T v3 3 LINE 11 1 I 111 3.. E 11 I I 1 11 11 11 II e1 1 31 11 11 11 11 :.1 I1 1 11 I 11 1 EA1 111 11, Ii� II 9 18T_LA BOVE -,1E1..15LAB ;.Y 11 1i 11 11 1 1 1 CODED NOTES 52.1 13 1 11 TT 1 S2. 141 13 1E 11 }1 1 ilk v" ABOVE 4 (•E) SWAB ' 1 ABOVE SLAB 1 I I 11 1 11 11 it 11 11 z 11 II TY? 1 1 11 11 1I 1 11 II 11 II 11 1 II 11 11 11 }I i II it 11 it 11 1 11 II Ef .i.i...._._...W. i_1_ :.,_}:}..w,,._ 1:1...,_......_..-14 _.._ ...._....._........., 1 =3 I _Li_ Et s i 1.1 241- u"_ MAX. I 11 11 II li\S2.1 11 11 11 11 I } ! 9 33 3 11 _3_ 1 St.1� 1 1 1 1i Ifl Ola 11 11 I 11 E AMI\G DLA;\ NOTES 1 11. 11 11 11 13 ii 11 1 f 1 11 _• 11 11 11 III 11 Ii 11 11 31 11 1 .1 11 11 11 11 I / 1 1 11 1• 11 11 11 1 11 11 3 I 13 r', 11 11 11 11 111 ; I3 'i I I. 11 31 3 S2.1 1 11 11 11 it 11,. 11 11 11 11 18" ,LOVE (Es fSLAB ('k 18" I ABOVE (E) !SLAB 1 1Y { It . } 1 11 4 4 a - 1-4 6 12 12' ABOVE SLAB h AdOyE (E) SLAB S2.1 12" ABOVE S2.1 C." 12 j REVIEWED FOR CODE COMPLIANCE OMLICE APPROVED AN 31 2M4 City of Tukwila BUILDING DIVISION �� • 5 U CK. C i= 0 0 0 0 J -J J z 0 {1) 1_1J ISSUE DATE: 4 L 0) PERMIT DATE: LANDLORD . 07 BID DATE: MASTERS 2-22-2008 A 1 CD C) L ELEVATED FLOOR FRAMING PLAN CI DEMISING WALL, SEE .ARCH. z ELEVATED FLOOR CONSTRUCTION: C ELEVATED FLOOR CONSTRUCTION; INSTALL 3625162-54 . TO BE SUPPORTED. �MORL'I=-FRAMING-P0ST; REFER TO 91.2. 3 5/8".-...18 GA, FULL HEIGHT WALL, REFER TO ARCH, WALL CONSTRUCTION; CONTINOUS 362T300-68 TRACK OVER 362S162-43 METAL AL STUDS 0 16" O.C. ATTACH 362 T 125-4.3 BOTTOM TRACK TO FLOOR WITH 0.145° DIA. P.A.F.. 0 16" O.C., REFER TO S2.1--2 FOR TYPICAL FRAMING. EXISTING BUILDING COLUMN, TYP. DIAGONAL X-BRACING, 1 1/2' x 43 MILS ONE SIDED STRAP AT 20'-0" Q.C. AND AT EA. END OF STUD WALL. REFER TO S2.1-1. CD CONTINUOUS T&B HORIZONTAL AND DIAGONAL. BRACING BETWEEN WALLS, REFER TO 52.1-4. SPACE DIAGONAL BRACING 24'-m0" MAX. 3 RAMP CONTINUOUS T&B HORIZONTAL AND DIAGONAL BRACING AT RAMP MID -POINT, REFER TO S2.1-4 FOR SIMILAR CONSTRUCTION, 362S162-43 x 6" TALL AT 16" • 11 3625162-43 STUDS 0 16" O.C. STUDS OVER KNEEWALLS 6 16" RAMP DIAGONAL BRACING AT EA. WALL, REFER TO S2.1-1 FOR SIMILAR CONSTRUCTION. O.C. WITH' '362T125-=13 TOP AND BOTTOM. ATTACH TO FLOOR WITH 0, .38 DIA. POWDER WITH 362T300-68 TRACK TOP AND362:T125-43 BOTTOM TRACK (KNEE.WALLS O.C. PARALLEL TO STOREFRONT FOR ATTACHMENT OF PORCH -FINISHES. RAMP WALL CONSTRUCTION AT 16" 0,C.; WALL CONSTRUCTION: 3625162-43 STUDS AT 16" O.C,. AND 43 MIL TRACK TOP AND BOTTOM. ATTACH TO FLOOR WITH 0.145" DIA. P.A.F. AT 16" O.C. 1. DESIGN LIVE LOAD M. 75 PSF. 2 INFORMATION SHOWN FOR THE EXISTING :BUILDING HAS BEEN TAKEN FROM DRAWINGS AND HAS .NOT BEEN VERIFIED IN THE FIELD. CONTRACTOR SHALL VERIFY. ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE PROCEEDING WTH THE PROJECT. NOTIFY THE ARCHITECT OF ANY UNEXPECTED FIELD CONDITIONS. 3. ELEVATED FLOOR CONSTRUCTION: 9/16"x24GA WIDE RIB METAL DECK OVER LIGHT -GAUGE STUD WALLS OR LIGHT=GAUGE. METAL JOISTS... REFER TO.S21 FOR ATTACHMENT. OF DECK .,TO._SUPPORT. 4. ELEVATIONS SHOWN ARE TOP OF ARCHITECTURAL FLOOR FINISH, 5. ELEVATED FLOOR SUPPORT STUD WALL CONSTRUCTION: CONTINUOUS TOP TRACK 362T300-68 WITH 362T125-43 TRACK BOTTOM OVER 3625162-43 STUDS AT 16" O.C.. PROVIDE STRAP DIAGONAL PER DETAI1. ON SHEET 521-1 AT ENDS AND AT 2.0'-0" 0.C. MAX .:ALONG WALLS. 6, DIMENSIONS ARE TO FACE OF STUDS. UNLESS NOTED OTHERWISE. COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. 7. RE€FE,R. TO GENERAL STRUCTURAL NOTES ON SHEET 92.1 FOR ADDITIONAL INFORMATION. 8. SUBMIT SHOP DRAWINGS INCLUDING ERECTION PLANS, BEFORE PROCEEDING WITH THE WORK. REFER TO GENERAL. STRUCTURAL NOTES ON SHEET S2.1. RECEIVED CITY OF TUKWfLA JAN 13 2014 PERMIT CENTER >- Q r 2 cL LLJ c O CQ 1-- 1-- co 0 D Lid I. O >--" cn < _ w w c� co u C Y 0 0 0 Z n 0 ca* DSGNR: MB w 0 W WILLIAM E. ABBOT ARCHITECT 1.30 EAST CHESTNUT ST. SUITE 302 COLUMBUS, OHIO 43216 614.461 .0101 DON SCHUMACHER x243 dschumacher©abbotstudios.com REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.G. GENERAL CONTRACTOR DIRECTIVE L.L.- LANDLORD DIRECTIVE } (0 Z 0 Wce ISSUE DATES PERMIT DATE: T.B.D. LANDLORD DATE: 01-08-14 BID DATE: T.B.D. 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NOT- USED. 3. 5/8".."18GA. • FULL HEIGHT WALL, REFER TO ARCH WALL CONSTRUCTION: C0F«TWOJS 362T300-68 'TRACK OVER 3625162--43 META. STUDS @ 6`k 0.C. ATTACH 362',125-43 BOTTOM TRACK TO --FLOOR--IWITH-0:'.45"_C11A. P:A:F:--O 16" -0.C:;- REFER T0-S2:1-2 FOR TYPICAL; FRAMING...._ _ __._..__._.. EXISTING BUILDING COLUMN, TYP. 1 1 DIAGONAL X-BRACING, 1 1/2" X 43 MILS ONE SIDED STRAP AT 20'—C" 0,C. AND AT EA, END OF STUD WALL. REFER TO S2.1-1, CONTINUOUS T&B HORIZONTAL AND DIAGONAL BRACING BETWEEN WALLS, REFER TO S2.1-4. SPACE DIAGONAL. BRACING 24'-0" MAX. i� RAMP CONTINUOUS T&5 HORIZONTAL AND DIAGONAL BRACING AT RAMP MD —POINT, REFER TO S2.1-4 FOR SIMILAR CONSTRUCTION. 12 RAMP DIAGONAL. BRACING AT EA. WALL, REFER TO 52.1-1 FOR SIMILAR CONSTRUCTION. RAMP WALL CONSTRUCTION AT 16" O.C.; WALL CONSTRUCTION: 362S162..-43 STUDS AT 16" 0.C. AND 43 MIL TRACK TOP AND BOTTOM. ATTACH TO FLOOR WITH 0.145" DIA. P.A.Y. AT 16" 0.C. DSGNR: _ w w 0 ABFC500I SHEET Oo33 S -1BE ICITIr OF CWjLA JAN 1 3 2!34 PERMIT CENTER REVISIONS J ISSUE DATES PERMIT DATE: T.B.D. LANDLORD DATE: 01-08-14 BID DATE: T.B.D. PLATFORM REFERENCE DRAWING GILLY HICKS G115 t WESTFIELD SOUTHCENTER, SPACE #1550 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 Y U FIRM: AS DRAWN: DSGNR: MB SCALE: NOTED N !1 A sP.»s.-, �Y.LSa. MYs'RSW)4h3 i�1L%M'TdAs�b41'Rk`i3/:L4RN1vq.b6Wl.'['CHet9LWVor?1cL.'A1.41~1tJR1is•`rf154.~4"'•r�a1.'.l`T54'K'i1MF.wFHtYIr ,,,e Mtiwa4,5,0%PR;WtViL i+. »Y-+.Y_3 .�. a`-:_'3.Sf-�.: b.: �t!>114L •,.". •� _.•.••,••, ioC1L1l'k.�O'8:1M1} 13130040115 SHEET 2 L. TYP. 5 Cal f 13' -51/8' REF. TYP. EQ. SPACES ti� '.�` TYP. 5 EQ. SPACES 7'-4 1/2" 6" BETWEEN FRAMING FOR (2) 3X6 ROUGH TIMBER MEMBERS (2 5 EQ.. SPACES 7'-4 1 /2" • • • • • 2 5 f a 51.2 3 5 EQ. SPACES 7"-.4 1 /2" 5 EQ. SPACES 7' -4 1/2" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 31 2014 1 (c5 362T125 54 SUP TRACK, 3/4" MAX GAP AT TOP. CONT BENT PLATE L4x4x43 MILS ATTACH EA.CH LEG W1TH (2)#10 TEK SCREWS TRACK BLOCKING BETWEEN STUDS, TYP. CON T L5x3x1 /4 LLV, ATTACH - CEILING FRAMING TO HOR. LEG WITH (2)#1O TEK SCREWS MIN. ATTACH TO EACH STUD WITH (3) #11O TEK SCREWS f41 ATTACH SUP TRACK TO (E. STRUCTURE -- WITH (2) #10 TEK SCREWS ,......- EXISTING METAL DECK 362S162-43 TOP CHORD HOR, BRACING AT 45 ATTACH TO EACH CHORD WI'1 (.2)#17-16 TEK SCREWS. (2)3625162--43 TOP AND BOTTOM CHORDS REFER TO PLAN FOR SPACING. SIMPSON S/H3 EACH DOUBLE JOIST. /---METAL STUD WALL PLACE A STUD UNDER EACH TRUSS.. i -SHEATHING BOTH FACES. REFER TO ARCH. DRAWINGS. ATTACH WITH #8 WAFER HEAD SELF -DRILLING FASTENERS SPACED 7" MAX, AT PANEL EDGES AND INTERMEDIATE STUDS. 4 ...EXISTING STEEL JOIST APPROX. ) T.G. STEEL 3#2S162-43 HOR, BRIDGING AT EACH SUPPORT AND AT MID --SPAN ATTACH W1TH 12)# D-16 T'EK SCREWS, TYP, ADD 'CROSS -BRIDGING AT 8'-G" MAX. FRT SHEATHING OVER 1 x4 FRT PIJRLINS. REFER TO PLAN NOTES, 12 10 r I .3. I 3'-5 1/4" OR ...__... 3x6 ROUGH TIMBER -STEEL POST BEYOND. REFER TO PLAN.. 1O'-4" A.F.F. B.O. JOIST AO- ROOF FRAMING AND SHEATHING NOT SHOWN FOR CLARITY. BOX BEAM HEADER, REFER TO PLAN 10-4" A.F.I. O. JOIST , '12"x7"xl6go SHEAR PLATE, ;ATTACH T HEADER W1TH (9) #10 TEK SCREWS EACH SIDE. ATTACH TO STUD W/ (3) #1O TEK SCREWS TRIPLE STUD POST (`) #16-- TEK SCREW 0 `--' A 12"0.C. IN EACH LEG OF POST L3x3x1/4x5" LONG. ATTACH TO POST ANO BASE PLATE W/ (3) #1O TEK. SCREWS MIN. (BOTH SIDES OF POST) §x9x1/4 PLATE W/(4) HILT ---- KWIK BOLT III EXPANSION BOLTS W/ 2" MIN, EMBEDDMENT City of Tukwila buILDING DIV-1CL TYP, 5 EQ.. SPACES 7'-4 1/2" 3 EQ. SPACES 6" BETWEEN FRAMING FOR (2) 3X8 ROUGH TIMBER MEMBERS STOREFRONT FRAMING PLAN 1/ = ' IC-1 7d8" 1 614-283-6599 to 0 0 z z FITCH PATH P Fr- - Z tio z C BOX BEAM HEADER, REFER TO PLAN TRIPLE STUD POST, ATTACH POST TO TRACK W/ (1) #'10 TEK SCREW IN EACH LEG USE 600125-68 TRACK AT BOTTOM. ATTACH TRACK TO (E) SLAB W,/ (2) 0.145 DIA. P,A.F. T 0 i SCALE I A T P 0 SCALE 1" 1'.�. On CODE 1 C TT RACMI\G PLAN \OT A N ROOF FRAMING AND SHEATHING NOT SHOWN FOR CLARITY. MALL COLUMN / BOX BEAM HEADER, REFER TO PLAN. B.O. JOIST SUE DATE: PERMIT DATE: NDLORD DATE: W 1- 0 0 !I L.L1 ►a. LLII Q COCi. CC z VI 0 0. 6005162.43 METAL STUDS 16" O.C. ROOF FRAMING CONSTRICTION: JOIST/WOOD ASSEMBLY, 362S162-43 JOISTS TOP AND BOTTOM WITH 3x6 ROUGH TIMBER OVERHANG, REFER TO PLAN FOR SPACING AND LENGTH. REFER TO DETAIL S1.2 1 FOR ADDITIONAL INFORMATION. CD POST CONSTRUCTION: (3)600S162-43 WITH (2) 6OO'1125-43. WITH BASE PLATE 1/4x9"x9" AND (4)1/4" HILT) KB3 DRILLED ANCHORS (2" EMBEDMENT). ATTACH TRACK ID STUDS WITH 1) #1 O TEK SCREW 0 12" C. . IN EACH LEG. HE.ADER CONSTRUCTION: BOX HEADER WITH (t )1JO0S21UQ-54 AND 6'1(1125-43 TRACKS Tz P AND BOTTOM. M.N. ONE 43 MILS BEARING STUD PLUS ONE FULL HEIGHT SI1JD E.E. HEADER CONSTRUCTION: BOX HEADER WITH (2)1000S182-54 AND 600112.55-43 TRACKS TO AND BOTTOM MIN. ONE 4:3 MILS BEARING STUD PLUS ONE FULL HEIGHT STIJD E.E. AT COLUMN UNES 1-6 AND A., G.G. TO ALLOW A 6" SPACE BETWEEN FRAMING MEMBERS AS REQUIRED TO RECEIVE (2) 3x6 ROUGH TIMBER MEMBERS. AT INTERMEDIATE FRAMING BETWEEN COLUMN, C.C. TO LEAVE 3" GAP AS REQUIRED TO RECEIVE (1) 3x6 ROUGH TIMBER 1. DESIGN LIVE LOAD 2O PSF ROOF LIVE LOAD. 2. INFORMATION ; HCAAN FOR THE EXISTING BUILDING ETAS BEEN TAKEN FROM DRAWINGS AND HAS NOT BEEN VERIFIED IN THE FIELD. CONTRACTOR SHALL VERIFY ALL RELEVANT CO aDfONS AND DIMENSIONS BEFORE PROCEEDING MTH THE PROJECT. ,NOTIFY THE ARCHITECT OF ANY UNEXPECTED FIELD CONDITIONS, 3. FRAMING CONSTRUCTION: 5/8" FIRE RETARDANT TREATED (FRT) PLYWOOD. DECK OVER 1x4 FRT LUMBER OVER LIGHTCAGE METAL JOISTS, REFER ID S1.2-1. ATTACH DECK TO 2x4 WITH 8u NAILS 0 12" 0.C. ATTACH 2x TO TRUSSES WITH (2)#:12--24x2 3/4" TEK SCREWS (.TA BUILDEX) AT EACH LIGHTGAGE JOIST. 4. ELEVATIONS SHOWN ARE; BEARING OF JOISTS UNLESS NOTED CTHEPINISE. 5. DIMENSIONS ARE ID FACE OF TRUSSES OR STUDS UNLESS NOTED OTHERWISE. 6. REFER TO GENERAL STRUCTURAL NOTES ON SHEET S2.1 FOR ADDITIONAL INFORMATION. 5001 7 SHEET E..a~..� `.i, G bli*- 033 cf) U < O L a re) CO 2 d' Ooc H - N ij` O I r cc M z c0 Q J w z • w U H Q dschumacher©abbotstudios.corn Lw la 0 1- w CC Y/ w ce 0 c w CC ISSUE DATES 1- PERMIT DATE: co 0 1 0 LANDLORD DATE: w 0 0 REFERENCE 0 0 0 0 LO r LU V a� cn W Z way CC� r I` W 00 Z 0) '' W Q Y p VJW >- F- - Jcncoa Lu 3 coc 0 z 0 z 0 SCALE: NOTED RECEIVED CITY OF TUKWILA JAN 132014 PERMIT CENTER OT TO SCAL 13130040115 SHEET A252 DIVISION 26 - ELECTRICAL SECTION 260500 BASIC ELECTRICAL REQUIREMENTS A. NOTE I. THE ABBREVIATION OWNER WHEREVER IT APPEARS IN THE DRAWINGS, SHALL REFER TO "ABERCROMBIE AND FITCH, INC.". ANY REFERENCE TO TENANT'S, OR ABERCROMBIE AND FITCH CONSTRUCTION MANAGER OR. FURNISHED BY ANY OF THE ABOVE REFERS TO OWNER. 2 DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO TTHE AND THE OTHER SECTIONS OF DIVISION 26. 3. THE CONTRACTOR FOR TTHE WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THE WORK AND THE WORK OF THE SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE SUBCONTRACTORS WITI-I A COMPLETE SET OF $ID DOCUMENTS. THE CONTRACTOR 15 RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THE WORK AND THE WORK OF THE SUBCONTRACTORS WORK TO COMPLY WITH ;THE OWNER SCHEDULE AND THE PROJECT COMPLETION DATE. 5. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS EFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND 'QUALIFIED IN THE CONTRACTOR'S BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS.FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. REFER TO RESPONSIBILITY SCHEDULE ON THE DRAWINGS FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. B. GENERAL REQUIREMENTS I. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE COMPLETE SYSTEMS A5 SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD, POWER COMPANY OR OWNER SHALL BE PROVIDED BY THE CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION. WITH LANDLORD, POWER COMPANY AND OWNER CONSTRUCTION MANAGER AS REQUIRED. FURNISH AND INSTALL EQUIPMENT THAT 15 RATED FOR AVAILABLE FAULT CURRENT LEVELS. FURNISH AND INSTALL "CABLE LIMITERS" 1F NECESSARY TO LIMIT FAULT CURRENT. FIELD VERIFY THE EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING POWER AND TELEPHONE FACILITIES PRIOR TO SUBMISSION„ OF BID. 2. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED, AND SIZED IN CONFORMITY WITH REQUIREMENTS OF APPLICABLE CODES, WHICHEVER 15 MORE STRINGENT. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK OR WHCH 15 USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF CONTRACT. 4. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS NOTED OTHERWISE_ 5. ALL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIRING. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 6. THE CONTRACTOR SHALL DO ALL CUTTING, CHASING, OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER TTHE DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY OWNER CONSTRUCTION MANAGER AND THE LANDLORD. PATCHING 15 TO BE "AS NEW CONDITION" 7. THE CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. C. TEMPORARY LIGHT AND POWER I. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY WIRING AND RELATED GROUND FAULT INTERRUPTION PROTECTION FOR LIGHT AND POWER FOR ALL CONTRACTORS AND 15 RESPONSIBLE FOR IT'S REMOVAL. 2. THE CONTRACTOR SHALL PAY FOR ALL ELECTRICITY PRIOR TO STORE MERCHANDISING AND INCLUDE COST IN BID. D. CODES 1. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER AND CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE, LANDLORD'S CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES, AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THE CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THE CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT 15 ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY OWNER TO THE CONTRACTOR. E LICENSES, PERMITS, INSPECTIONS & FEES I. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THE WORK. 2. THE CONTRACTOR SI-IALL FURNISH TO OWNER CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. F. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS L WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING, THROUGH SHOP DRAWING SUBMITTAL PROCESS, BY OWNER'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 2. CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO OWNER'S CONSTRUCTION MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR OWNER CONSTRUCTION MANAGER'S REVIEN WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE CONTRACTOR AND SUB -CONTRACTOR SNOWING THAT HE 14A5 REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. G. GUARANTEE 1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THE CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT CONTRACTOR'S EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY OWNER'S CONSTRUCTION MANAGER/ENGINEERING MANAGER. EXTENDED WARRANTIES ARE SPECIFIED WITH INDIVIDUAL EQU IPMENT. 2. OWNER SHALL PROVIDE A COMPLETE 12-MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT PROVIDED BY OWNER AND OWNER'S VENDORS. THE CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCI-I, NO ADDITIONAL MONIES SHOULD BE INCLUDED IN THE BID. H. RECORD DRAWINGS 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A. LOCATION OF JUNCTION BOXES AND RECEPTACLES. B. REVISIONS, ADDENDUM, AND CHANGE ORDERS. C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. 2. AT COMPLETION OF PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF DRAWINGS STAMPED "DO NOT REMOVE" SHALL BE PLACED IN DRAWING TUBE LOCATED NEXT TO THE ELECTRICAL PANELS (SEE ARCHITECTURAL DRAWINGS FOR LOCATION). THE ORIGINAL SHALL BE GIVEN TO THE OWNER CONSTRUCTION MANAGER. I. DISCREPANCIES IN DOCUMENTS DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATICAL AND INDICATE THE GENERAL LOCATION AND INTENT OF THE ELECTRICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE CONTRACTOR IN WRITING PRIOR TO SUBMITTAL OF BID. THE CONTRACTOR IS RESPONSIBLE TO ADVISE OWNER'S CONSTRUCTION MANAGER IN WRITING OF ANY VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF THE BID. OTHERWISE, OWNER CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. 2. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SCHEMATIC IN NATURE. OWNER SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. J. PHASING REQUIREMENTS I. FOR ANY PHASED STORE CONSTRUCTION, THE CONTRACTOR IS TO INCLUDE IN THE BID ALL NECESSARY ELECTRICAL SERVICE CHANGES REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S ELECTRIC SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE WITH OWNER'S CONSTRUCTION MANAGER AND LANDLORD (IN WRITING) ONE WEEK PRIOR TO ANY SHUT DOWN OF THE POS, CASH REGISTERS, ELECTRICAL, TELEPHONE, OR FIRE ALARM SYSTEMS. ADVISE CONTRACTOR AT TIME OF BID IF ANY CONFLICTS EXIST. K. DEMOLITION I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND EQUIPMENT. IDENTIFY ANY EXISTING EQUIPMENT TO BE LEFT INTACT AND ADVISE OWNER'S CONSTRUCTION MANAGER AT TIME OF BID. 2. THE CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING CONDUIT, FIRE ALARM SYSTEM, SWITCH GEAR, PITCH POCKETS AND EQUIPMENT ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, CONDUIT AND SWITCH GEAR PRIOR TO REMOVAL. PITCH POCKETS SHALL BE REMOVED AND THE ROOF PATCHED, AS REQUIRED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO LIKE NEW CONDITION_ EXISTING ABANDONED CONDUIT OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE, ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL NHtN THEY ARE NOT TO BE REUSED IN TTHE PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED CONDUIT MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN PROPOSAL. L. SLEEVES I. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, NHICH SHALL EXTEND 2" ABOVE THE FLOOR. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL CONDUIT, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. M. HANGERS I. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, WIRE, UNISTRUT, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO OTHER CONDUIT OR PIPING. HANGERS UPPER ATTACHMENT MUST BE SUPPORTED FROM THE TOP OF THE BAR JOIST. HANGING FROM METAL DECK 15 NOT PERMITTED. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT CONDUIT, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, JUNCTION BOXES, ACCESS DOORS, OTHER EQUIPMENT SERVICE REQUIREMENTS AND/OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA. N. FINAL ELECTRICAL INSPECTIONS I. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, OWNER SHALL HAVE AN INDEPENDENT CONTRACTOR INSPECT THE FINISHED ELECTRICAL INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH. THE PLANS, SPECIFICATIONS AND CODES. THE ORIGINAL CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED UP TO PLAN AND SPECIFICATION REQUIREMENTS. 0. SCOPE OF WORK I. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM INCLUDING THE INSTALLATION OF PANELBOARDS, SAFETY AND DISCONNECT SWITCHES, LIGHTING CONTACTORS AND LIGHTING. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN THE BID FOR PROVIDING SERVICE EQUIPMENT NECESSARY FOR TIE-IN TO LANDLORD'S DISTRIBUTION EQUIPMENT OR TO OBTAIN SERVICE FROM LOCAL UTILITY COMPANY. REFER TO ELECTRICAL RESPONSIBILITY SCHEDULE AND ELECTRICAL POWER RISER DIAGRAM FOR ADDITIONAL INFORMATION. B. CONTRACTOR MUST ALSO INCLUDE IN BID ALL NECESSARY MATERIALS REQUIRED TO COMPLETE THE SYSTEM INCLUDING, BUT NOT LIMITED TO, FEEDERS, BRANCH CIRCUITS, JUNCTION BOXES, OUTLET BOXES, WIRING DEVICES, COVERPLATES, CONDUITS, ETC. METERING AND CURRENT TRANSFORMERS AS REQUIRED BY DRAWINGS, OWNER, UTILITY COMPANY, AND/OR LANDLORD. INSTALLATION OF LIGHT FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS INCLUDING ALL DEVICES, EQUIPMENT, ETC. REQUIRED FOR MOUNTING. A COMPLETE CONDUIT SYSTEM FOR TELEPHONE/DATA INCLUDING TERMINAL BOARD, BRANCH CONDUIT, OUTLET BOXES, PULL WIRES, GROUND CONDUCTORS, COVER PLATES, ETC. OR AS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. A COMPLETE EMERGENCY AND EXIT LIGHTING SYSTEM AS SHOWN ON THE DRAWINGS. TEMPORARY SERVICE AS INDICATED IN THE SPECIFICATIONS, INCLUDING IT'S REMOVAL. H FINAL CONNECTIONS TO ALL SIGNS, CORNICE LIGHTING, CASE LIGHTING, ETC. AS SHOWN ON DRAWINGS. I. INSTALLATION AND WIRING OF SPEAKERS, AMPLIFIERS, CONDUIT AND FINAL CONNECTIONS FOR SOUND SYSTEM AS SHOWN ON DRAWINGS. J. SMOKE/FIRE ALARM WIRING, DEVICES AND CONDUIT, AS SHOWN OR DESCRIBED ON DRAWINGS OR. AS NECESSARY TO MEET LANDLORD, STATE, LOCAL, INSURANCE AND FIRE DEPARTMENT REQUIREMENTS. K INSTALLATION OF CONDUITS STUBBED TO ABOVE CEILING FOR ENERGY MANAGEMENT SYSTEM PANEL. ALSO, ANY ADDITIONAL CONDUIT FOR HVAC CONTROL EQUIPMENT WHERE PLENUM RATED CABLES ARE NOT PERMITTED. REFER TO MECHANICAL DRAWINGS. BEFORE STARTING WORK, THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, FIRE ALARM, FIRE PROTECTION, MECHANICAL, AND PLUMBING PLANS, SHOP DRAWINGS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE ELECTRICAL SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS WITH CONDUIT. P. TESTS AND ADJUSTMENTS 1. ALL CONNECTIONS AT PANELS AND SWITCHES ARE TO BE MADE, ALL SPLICES COMPLETE, ALL FUSES IN PLACE, AND ALL CIRCUITS CONTINUOUS FROM POINT OF SERVICE CONNECTION TO ITS FINAL DESTINATION, AND ALL COVERS AND PLATES INSTALLED PRIOR TO THE TIME OF FINAL INSPECTION BY OWNER'S CONSTRUCTION MANAGER. 2. UPON COMPLETION OF THE WORK, ALL PARTS OF THE ELECTRICAL INSTALLATION SHALL BE TESTED AND PROVED FREE OF UNWANTED GROUNDS AND OTHER DEFECTS. 3. ALL OVERLOAD DEVICES, INCLUDING EQUIPMENT FURNISHED UNDER OTHER CONTRACTS, SHALL BE SET AND ADJUSTED TO SUIT THE LOAD CONDITIONS. 4. TEST AND MAKE CORRECTIONS/ADJUSTMENTS FOR PHASE BALANCING. Q. CLEANING 1 AT THE END OF THE PROJECT, THE CONTRACTOR SHALL CLEAN ALL EQUIPMENT, INCLUDING LIGHT FIXTURES, TO THE SATISFACTION OF OWNER. ALL DUST, DIRT, DEBRIS, AND FOREIGN MATTER SHALL BE REMOVED FROM ALL EQUIPMENT. SECTION 2051 q WIRING A. WIRING 1. CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SHALL BE COPPER AND THE AWG SIZE AND TYPE AS SHOWN ON DRAWINGS. MINIMUM WIRE SIZE SHALL BE AWG #I2. THE CONDUCTORS SHALL BE 600 VOLT INSULATION, TYPE THN, THWN OR THHN. 2. MINIMUM WIRE SIZE - FOR EACH 20 AMP BRANCH CIRCUIT SHALL BE "MG LISTED SIZE" PER DISTANCE SHOWN BELOW. THE WIRE LENGTH DISTANCE SHALL BE MEASURED FROM THE PANELBOARD CIRCUIT BREAKER TO THE FURTHEST OUTLET. A. #I2 LESS THAN 100 FEET B. #I0 BETWEEN 100-150 FEET C. #8 BETWEEN 150 - 250 FEET D. #6 OVER 250 FEET 3. ON ALL 20 AMP BRANCH CIRCUITS, CONDUCTORS LARGER THAN #I0 AWG SHALL BE REDUCED TO #10 AWG WITHIN 10 FEET OF PANEL BOARD AND DEVICE IN JUNCTION BOXES ON RATED TERMINAL STRIPS. 4. CONDUCTORS MAY BE STRANDED FOR SIZES #10 AWG AND LARGER. CONDUCTORS SIZE #I2 SHALL BE SOLID (NOT STRANDED). 5 ALUMINUM CONDUCTORS ARE NOT PERMITTED, EXCEPT AT SERVICE ENTRANCE, WHERE REQUIRED BY LANDLORD. CONDUCTOR CONNECTION MUST BE PER MANUFACTURER'S REQUIREMENTS. CONTRACTOR MUST ADVISE OWNER'S CONSTRUCTION MANAGER WHEN USED. 6. ALL WIRING SHALL BE IN CONDUIT, UNLESS SPECIFICALLY NOTED OTHERWISE (I.E. LOW VOLTAGE PLENUM RATED WIRE). 7. THE USE OF SHARED NEUTRALS IS REQUIRED FOR LIGHTING CIRCUITS. ALL OTHER EQUIPMENT REQUIRING A NEUTRAL CONDUCTOR SHALL HAVE A DEDICATED FULL SIZE. NEUTRAL. THE USE OF ROMEX, BX, ETC. IS NOT PERMITTED. . WIRE CONNECTORS SHALL BE EQUAL TO "SCOTCH LOCK" FOR #8 AWG WIRE AND SMALLER AND EQUAL TO T * B "LOCKTIGHT" FOR #6 AWG AND LARGER. 10. ALL WIRING TO BE COLOR -CODED AS FOLLOWS: 277/480 VOLT SYSTEM NEUTRAL GREY PHASE A OR LI - BROWN PHASE B OR L2 - ORANGE PHASE C OR L3 YELLOW GROUND -'GREEN N/ YELLOW STRIP II. FLEXIBLE METAL CONDUIT OR MC TYPE CABLE A. FLEXIBLE CONDUIT OR MC TYPE CABLE SHALL BE USED FOR THE FOLLOWING APPLICATIONS ONLY (IF PERMITTED BY LANDLORD AND LOCAL BUILDING OFFICIAL): I. FINAL CONNECTIONS TO MOTORS. 2. FINAL CONNECTIONS TO VIBRATING EQUIPMENT. 3. INTER -CONNECTIONS BETWEEN ALL LIGHT FIXTURES. 4. FINAL CONNECTIONS WHERE RIGID CONDUIT 15 NOT PRACTICAL. 5. IN WALLS (FOR LIGHT SWITCHES AND 120 VOLT POWER RECEPTACLES AND HVAC CONTROL EQUIPMENT). FLEXIBLE METAL CONDUIT OR MC TYPE CABLE MUST BE THE SAME SIZE AS THE INC OR EMT CONDUIT TO WHICH IT 15 CONNECTED. BOTH THE FLEXIBLE METAL CONDUIT AND IT'S FITTINGS ARE TO BE LISTED FOR GROUNDING. A GREEN GROUNDING CONDUCTOR SHALL BE INSTALLED. ALL CONNECTORS ARE TO BE OF A NEMA APPROVED TYPE. C. CONNECTION TO OUTDOOR EQUIPMENT MUST BE WEATHERPROOF, I.E. LIQUIDTIGHT OR SEALTIGHT. VERIFY PERMITTED USES AND REQUIREMENTS FOR FLEXIBLE METAL CONDUIT AND MC CABLE WITH LANDLORD AND LOCAL BUILDING OFFICIAL PRIOR TO BID. 12. NO OTHER CIRCUITS ARE TO BE IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. SECTION 20526 GROUNDING A. GROUND/4G I. FURNISH AND INSTALL COMPLETE WIRED GROUNDING CONDUCTOR SYSTEM, #I2 AWG MINIMUM, SIZED AND INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES, THE LANDLORD'S TENANT CRITERIA AND AS NOTED IN THE SPECIFICATIONS AND AS INDICATED ON THE DRAWINGS. 2. ALL CONDUIT, INCLUDING FLEXIBLE CONDUIT, SHALL BE GROUNDED WITH A GREEN GROUNDING CONDUCTOR. GROUNDING CONNECTIONS MADE TO THE WATER PIPING SYSTEM SHALL BE COORDINATED WITH THE PLUMBING CONTRACTOR AND BONDING JUMPERS INSTALLED AROUND WATER METER PER CODES AND AS INDICATED ON DRAWINGS. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THE OUTLET BOX AND THE DEVICE GROUNDING TERMINAL. METAL -TO -METAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. ALL JUNCTION BOXES, OUTLET BOXES, AND PULL BOXES SHALL BE BONDED TO THE CONDUIT SYSTEM. 5. RUN A SEPARATE ISOLATED GROUNDING CONDUCTOR, #I2 AWG MINIMUM, IN EACH CONDUIT FEEDING THE CASH WRAP, THE SENSORMATIC, HVAC CONTROL PANEL, AND OTHER COMPUTERIZED EQUIPMENT AS SHOWN ON DRAWINGS. 6. FOR PANEL FEEDERS, BOND THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE ENTERING AND LEAVING THE CONDUIT. THE GROUNDING CONDUCTOR SHALL BE COPPER WITH GREEN INDENTIFICATION AND SIZED PER N.E.C. 7. ALL ENCLOSURES AND NON -CURRENT CARRYING METAL PARTS ARE TO BE GROUNDED. CONDUIT SYSTEM IS TO BE ELECTRICALLY CONTINUOUS. ALL LOCKNUTS MUST CUT THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON -CURRENT CARRYING METAL PARTS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. ALL GROUND CLAMPS SHALL BE "PENN-UNION" OR EQUAL, SIMILAR TO "GPL" TYPE. SECTION 260533 CONDUIT, OUTLET BOXES AND JUNCTION/PULL BOXES A. CONDUIT I. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS SERVING ALL EQUIPMENT, INCLUDING BUT NOT LIMITED TO, LIGHTING, RECEPTACLES, HEATING, AIR CONDITIONING, PLUMBING EQUIPMENT, TELEPHONE, DATA, SPEAKERS, AND ELECTRICAL EQUIPMENT. 2. ALL CONDUITS SHALL BE GALVANIZED INC OR EMT UNLESS OTHERWISE SPECIFIED IN SPECIFICATIONS OR ON DRAWINGS. ALL CONDUIT IS TO BE UL LABELED. EMT CONNECTORS SHALL BE STEEL COMPRESSION OR SET SCREW TYPE. CONDUIT UNDER SLAB ON GRADE SHALL BE RIGID STEEL, OR SCHEDULE 40 PVC WITH RIGID STEEL ELLS WHERE PERMITTED BY LANDLORD AND CODE. 3. MINIMUM SIZE OF CONDUIT SHALL BE I/2" FOR INDIVIDUAL LIGHTING FIXTURE CONNECTIONS OR TO INDIVIDUAL LIGHT SWITCHES (IF ACCEPTABLE BY THE LANDLORD AND LOCAL CODE OFFICIALS) AND 3/4" FOR ALL OTHER LOCATIONS. IF HVAC CONTROL WIRING IS REQUIRED TO BE RUN IN CONDUIT, IT SHALL BE A MINIMUM OF 3/4", UNLESS NOTED OTHERWISE ON DRAWINGS. ALL IN/UNDER FLOOR CONDUIT SHALL BE OF MINIMUM 3/4" SIZE. SUPPORT ALL CONDUIT, INCLUDING SEISMIC AND SWAY BRACING, IN ACCORDANCE WITH THE NEC AND LOCAL CODES. 5. GENERALLY, ALL CONDUIT SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, SUCH AS EQUIPMENT ROOMS. EXPOSED CONDUIT SHALL BE ALLOWED ONLY AS NOTED ON PLAN AND AS APPROVED BY OWNER'S CONSTRUCTION MANAGER. PAINTING OF CONDUITS, NOTED ON DRAWINGS OR SPECIFICATIONS WILL BE BY CONTRACTOR. 6. PROVIDE PULL -WIRE IN ALL EMPTY CONDUITS EXCEPT AS NOTED OTHERWISE ON DRAWINGS. 7. HOME RUNS AND MAIN CONDUIT RUNS ARE TO BE HELD TIGHT TO STRUCTURE ABOVE OR AS REQUIRED TO ALLOW PROPER SERVICE ACCESS AND OTHER TRADES WORK. CONDUIT MUST BE TRAPEZED TO ALLOW 3 FEET MINIMUM CLEARANCE ABOVE CEILING. B. OUTLET BOXES I. ALL OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDARD KNOCKOUT TYPE. NO ROUND OUTLET BOXES SHALL BE PERMITTED, EXCEPT AS SPECIFICALLY NOTED ON DRAWINGS. CONCEALED BOXES SHALL NOT BE LESS THAN 4" SQUARE AND I I/2" DEEP, WITH PLASTER RINGS. 2. ALL KNOCKOUT BOXES, UPON WHICH LIGHTING FIXTURES ARE TO BE INSTALLED, SHALL BE EQUIPPED WITH 3/8" FIXTURE STUDS. 3. EXTERIOR BOXES SHALL BE CAST RUST -RESISTING METAL WITH GASKETED COVERS. 4. INSTALL BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT SYSTEM. ALSO PROVIDE SUITABLE BOX EXTENSIONS TO EXTEND BOXES TO FINISHED FACES OF FLOORS, CEILINGS, WALLS ETC. ALL OUTLET BOXES TO BE PROVIDED WITH CADDY "RLC FIX -IT CLIPS" TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN PLUGGING/UNPLUGGING INTO THESE DEVICES. 5. UNLESS OTHERWISE NOTED ON DRAWINGS OR IN THE SPECIFICATIONS OUTLET HEIGHTS SHALL BE AS FOLLOWS: A. SWITCH HEIGHT 48" FROM FINISHED FLOOR TO CENTERLINE OF OUTLET. B. CONVENIENCE OUTLETS: SALES: 18" FROM FINISHED FLOOR TO CENTERLINE OF OUTLET NON -SALES: 18" FROM FINISHED FLOOR TO CENTERLINE OF OUTLET C TELEPHONE OUTLETS SHALL BE LOCATED AS NOTED ON DRAW INGS. C. JUNCTION AND PULL BOXES I. THE PLANS INDICATE ONLY SCHEMATIC ROUTINGS FOR CONDUIT RUNS. THE CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL BOXES WHERE REQUIRED BY FIELD CONDITIONS OR BY CODE. BOXES AND COVERS SHALL BE GALVANIZED STEEL OF CODE GAUGE SIZE. 3. INSTALL BOXES RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE AND SUPPORTED INDEPENDENT OF THE CONDUIT SYSTEM. ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. JUNCTION AND PULL BOXES MUST BE LABELED WITH CIRCUIT NUMBER IDENTIFICATION AND SYSTEM TYPE ON COVER. SECTION 262416 PANELBOARDS A. PANELBOARDS I. ALL PANELBOARDS SHALL BE FACTORY ASSEMBLED OF THE BOLTED CIRCUIT BREAKER TYPE WITH SOLID COPPER BUSSING, FULL SIZED COPPER NEUTRAL, 100% GROUND BUSSING, AND OVERALL HINGED/LOCKABLE DOOR. ALL CIRCUIT BREAKERS SHALL BE OF THE QUICK -MAKE AND QUICK -BREAK DESIGN, THERMAL -MAGNETIC TYPE, TRIP FREE AND TRIP -INDICATING. ALL PANELS SHALL BE DEAD FRONT AND FLUSH OR SURFACE MOUNTED AS SHOWN. 2. CONTRACTOR SHALL FURNISH AND INSTALL A TYPEWRITTEN DIRECTORY CARD OF THE CIRCUITS AND PLACE IN PANEL DOOR. 3. ALL PANELBOARDS PHASE AMPERAGE SHALL BE BALANCED TO WITHIN 7 PERCENT MAX. TO MIN. REARRANGE NON -LIGHTING BRANCH CIRCUITS AS REQUIRED AND NOTE CI-IANGES ON RECORD DRANINGS. LIGHTING PANEL CIRCUIT BREAKERS MUST BE INSTALLED AND WIRED EXACTLY AS SHOWN ON DRAWINGS. 4. PANELBOARDS MUST BE MOUNTED ON MINIMUM 3/4" A/D PLYWOOD AND PAINTED IN A COLOR TO MATCH THE SURROUNDING WALLS OR A COLOR AS REQUIRED BY LOCAL CODE. PLYWOOD SHALL EXTEND I FOOT MINIMUM BEYOND EDGE OF EQUIPMENT. 5. PANELBOARDS SHALL HAVE A MINIMUM SHORT CIRCUIT CURRENT RATING AND LUG CONNECTIONS AS INDICATED ON DRAWINGS: VERIFY ACTUAL A.I.C. SHORT CIRCUIT CURRENT REQUIREMENTS W1TH THE LANDLORD AND UTILITY COMPANY PRIOR TO ORDERING EQUIPMENT. PROVIDE DOCUMENTATION FROM LANDLORD/UTILITY COMPANY STATING THE AVAILABLE FAULT CURRENT AT TENANT'S ELECTRIC SERVICE MAIN SWITCH. SUBMIT DOCUMENTATION WITH GEAR SHOP DRAWINGS FOR REVIEW AND APPROVAL. ALL LUG CONNECTIONS TO BE 75°C RATED. 6. MANUFACTURER SHALL BE GE/OR EQUALS BY SQUARE "D", .SEIMENS, OR CUTLER HAMMER. SECTION 262726 WIRING DEVICES A. WIRING DEVICES I. COLOR OF DEVICES AND PLATES SHALL BE SELECTED BY OWNER. THE DEVICES SHALL BE OF THE TYPES AND RATINGS LISTED, OR EQUALS BY ARROW -HART, GENERAL ELECTRIC OR PASS * SEYMOUR. WEATHERPROOF GFI RECEPTACLES SHALL BE INSTALLED WHERE SHOWN ON DRAWINGS OR AS REQUIRED BY CODE. B. HEATING, VENTILATING & AIR CONDITIONING, PLUMING, AND FIRE PROTECTION WIRING I. CONTRACTOR SHALL REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL ELECTRICAL WORK TO BE INCLUDED IN BID. 2. CONTRACTOR SHALL DO ALL POWER WIRING, LINE VOLTAGE WIRING, AND LINE VOLTAGE CONTROL WIRING INDICATED UNDER THE HEATING, VENTILATION AND AIR CONDITIONING, PLUMBING AND WIRE PROTECTION SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALL ALSO DO ALL INTERCONNECTING LINE VOLTAGE WIRING BETWEEN RELAYS AND SWITCHES AS REQUIRED. 3. CONTRACTOR SHALL FURNISH AND INSTALL AS A MINIMUM, CONDUITS STUBBED FROM ENERGY MANAGEMENT SYSTEM PANEL TO 12" ABOVE CEILING WITH PLASTIC CONDUIT BUSHING TO PREVENT CABLE JACKET DAMAGE. (SEE MECHANICAL DINGS FOR REQUIREMENTS) 4. CONTRACTOR 15 RESPONSIBLE FOR FURNISHING AND INSTALLING CONDUIT FOR HVAC CONTROL WIRING WHERE REQUIRED BY CODE TO BE IN CONDUIT. REFER TO PLANS FOR REQUIREMENTS AND SIZE. 5. REFER TO MECHANICAL DRAWINGS FOR AVAILABLE SCHEMATIC WIRING DIAGRAMS OF EQUIPMENT. SECTION 262816 SAFETY AND DISCONNECT SWITCHES A. SAFETY AND DISCONNECT SWITCHES I. SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE, QUICK -MAKE, QUICK -BREAK FUSED OR NON -FUSIBLE WITH RATINGS AND SIZES AS NOTED ON PLANS AND REQUIRED BY CODES. 2. SWITCHES SHALL BE WEATHERPROOF IN OUTDOOR LOCATIONS OR AS REQUIRED BY CODES. 3. AT SERVICE ENTRANCE, DISCONNECT SHALL BEAR THE MANUFACTURER'S LABEL INDICATING THE EQUIPMENT IS RATED FOR APPLICATION IN ACCORDANCE WITH CODES. 4. GE/OR EQUALS BY SQUARE "D" CLASS 2510/2512 MANUAL MOTOR STARTERS, LESS OVERLOAD PROTECTION HEATERS, ARE TO BE USED AS A DISCONNECTING MEANS ONLY WHERE INDICATED ON DRAWINGS FOR FRACTIONAL HORSEPOWER MOTORS ABOVE 11/2 HP AT 120 VOLTS AND 2 HP AT 240 VOLTS THAT DO NOT REQUIRE AUXILIARY CONTROL. MOTORS THAT ARE BELOW THE 1 1/2 HP AT 120 VOLTS, 2 HP AT 240 VOLTS, WATER HEATER AND ROLLING GRILLE ARE TO BE PROVIDED WITH HUBBELL "1-IBL-122I, 1222 OR 1223" AC SWITCH. 5. MANUFACTURER SHALL BE GE/OR EQUALS BY SQUARE"D", SEIMENS, OR CUTLER HAMMER. SECTION 265100 LIGHTING FIXTURES LAMPS A. LIGHTING FIXTURE & LAMPS THE CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS. CONTRACTOR 15 TO REPLACE ALL NON -WORKING LAMPS PRIOR TO MERCHANDISE DATE AND 15 TO INCLUDE COST IN BID. ALL RECESSED INCANDESCENT FIXTURES SHALL BE PROVIDED WITH APPLICABLE THERMAL PROTECTION. WHERE FLUORESCENT FIXTURES ARE SPECIFIED, THEY SHALL BE PROVIDED WITH HIGH POWER FACTOR RAPID START BALLASTS, U.L. LISTED, C.B.M.`CERTIFIED, AND E.T.L. APPROVED WITH EFFICIENCY FACTORS IN ACCORDANCE WITH THE CURRENT "ENERGY POLICY ACT" AND ITS AMENDMENTS AS A MINIMUM. THE CONTRACTOR SI-IALL FURNISH ADDITIONAL AUXILIARY SUPPORT STEEL HANGER WIRES ADEQUATELY SIZED TO SUPPORT THE WEIGHT OF THE FIXTURE FASTENED TO THE BUILDING STRUCTURE (MINIMUM TWO PER FIXTURE) FOR ALL FIXTURES IN LAY -IN CEILINGS AND OTHER FIXTURES AS REQUIRED BY THE LANDLORD AND CODES. CONSTRUCT APPLICABLE FIRE RATED DRYWALL BOXES OVER RECESSED FIXTURES IN FIRE RATED CEILINGS AS REQUIRED BY CODES. FIELD COORDINATE AS REQUIRED TO AVOID CONFLICTS. DIVISION 27 - COMMUNICATIONS A. COMMON WORK RESULTS FOR COMI AJMCATIONS I. INSTALL A SYSTEM OF CONDUIT RACEWAYS, OUTLET BOXES, PULL WIRES, AND TERMINAL BOARDS A5 SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED ON PLANS. TELEPHONE SWITCHING APPARATUS, CONDUCTORS, INSTRUMENTS, MISCELLANEOUS EQUIPMENT AND APPURTENANCES ARE NOT PART OF TTHE CONTRACT AND WILL BE PROVIDED AND INSTALLED BY OWNER. 2. OUTLET BOXES TO BE 4" SQUARE MINIMUM KITH SINGLE DEVICE COVER AND TELEPHONE PLATE. 3. CONDUIT RUNS FROM TELEPHONE BOARD OR MANAGER'S OFFICE FOR TELEPHONE AND DATA LINES TO CASHWRAPS ARE TO BE CONTINUOUS WITH NO JUNCTION BOXES EXCEPT AS NOTED OTHERWISE ON DRAWINGS. 4. ALL PULL WIRES ARE TO BE LABELED FOR PURPOSE DESIGNATED. 5. NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. A. AUDIO -VIDEO COMMUNICATIONS ARCHITECTURALLY INTERGRATED AUDIO -VIDEO EQUIPMENT I ALL RETAIL SPEAKER I-10ME RUNS ARE TO BE RUN INCONSPICUOUSLY BACK TO RACK. LOCATION OF SPEAKER USED FOR HOME RUN IN SAME ZONE MAY VARY FROM THE ONE SHOWN IN DRAWING TO SIMPLIFY AND MINIMIZE CABLE RUN LENGTH. LABEL ALL HOME RUNS ACCORDING TO LOCATION AND SPEAKER THEY COME FROM AT THE RACK POSITION. 0033 RECEIVED CITY OF TUKWILA JAN 1 3 2014 PERMIT CENTER Seto ao� etuD UOCMO - LT 0 et M Z cD up ex CO a z U 2 O a LANDLORD DATE: m 1H 0 10 r 0 W 0 0) J CU CC 1 U W J W 1- N 0 rx a Z rn a SCALE: NOTED 13130040115 SEPARATE PERMPTgNp APPROVAI. REQUIRED SHEET E1.00 A Panel Wiring Panelboard Panel. Type NEMA Type Schedule (3-Phase) °MDP° Voltage OCPD Mounting 480Y/277 Phase Wire Buss 3 Options/Notes AIC Rating EXISTING GE 225A M.C.B. 4 1 SURFACE 225A Ckt. No. Zone Load Description Brkr. Size * Brkr. Opts. N.E.C. kVA ** Phase N.E.C. kVA ** Brkr. Opts. Brkr. Size * Load Description Zone Ckt. No. 1 VAV -I 15/1 1.316 A 2.060 125/3 TRANSFORMER 2 3 VAV -2 t5/1 1.316 B 1.168 4 5 VAV -3 15/1 1.316 C 0.876 6 7 VAV -4 15/1 0.554 A 0.000 20/I SPARE 8 q VAV -5 15/i 0.554 B 0.000 20/1 SPARE 10 II SPARE 20/1 0.000 C 0.000 20/1 SPARE 12 13 SPACE 0.000 A 0.000 SPACE 14 15 SPACE 0.000 B 0.000 SPACE 16 17 SPACE 0.000 C 0.000 SPACE 18 Notes to be bal'. to 10% using Actual Totals. N.E.C. Connected Totals: Ph.A N.E.C. Connected Totals: Ph.B N.E.C. Connected Totals: Ph.0 Total Circuit to remain Ground Circuit Connected Load: NEC Demand Feeder Load: 3.g30 3.038 2.1(12 kVA kVA kVA kVA camps amps Breaker Options: B p * All Phases E Existing IG Isolated AS Powerlink AS Breaker LO Handle lock -on device ST Shunt Trip Type AUX Auxiliary Contacts PA dandle Padlock Attachment GFCI Gnd Fault Circuit Inter. I-IACR Heating, A/C t Ref. SF Subfeed AFCI Arc Fault Circuit Inter. 9.160 11.0 11.8 EXISTING ELECTRICAL PANEL BOARD SCHEDULE SCALE: NONE ROOF CEILING EXISTING LANDLORD PROVIDED 600 AMP 3 POLE FUSED DISCONNECT AND METER ARE EXISTING TO REMAIN. EXISTING 45.000A AVAILABLE FAULT CURRENT. FIELD VERIFY PRIOR TO BID. FLOOR Panel Wiring Panelboard Panel Type NEMA Type Schedule (3-Phase) 'LP' Voltage OCPD Mounting 208Y/I20 Phase Wire Buss 3 Options/Notes AIC Rating EXISTING GE 150A M.C.B. 4 I SURFACE 225A Ckt. No. Zone Load Description Brkr. Size * Brkr. Opts. N.E.G. kVA ** Phase N.E.C. kVA ** Brkr. Opts. Brkr. Size * Load' Description Zone Ckt. No. I SPARE 15/1 0.000 A 0.200 Los 2on EXIT/EM LTS 2 3 SPARE 15/1 0.000 6 0.160 LO 20/1 NIGHT LTS 4 5 SPARE 20/I 0.000 C 0.876 2oi1 CONV. LTS 6 7 SPARE 20/1 0.000 A 0.000 20/1 SPARE 6 q SPARE ` 20/1 0.000 B 0.000 20/1 SPARE 10 11 SPARE 20/I 0.000 C 0.000 i5/1 SPARE 12 13 SPARE 20/1 0.000 A 0.000 15/1 SPARE 14 15 SPARE 15/1 0.000 $ 0.000 2o/I SPARE 16 17 SPARE 20/t 0.000 C 0.000 toil SPARE 18 Iq SPARE 20/I 0.000 A 0.000 20/1 SPARE 20 21 SPARE 20/1 0.000 B 0.000 20n SPARE 22 23 SPARE 20/1 0.000 C 0.000 20/I SPARE 24 25 SPARE 20/1 0.000 A 0.000 20/1 SPARE 26 27 SPARE 20/1 0.000 B 0.000 20/1 SPARE 28 2q SPARE 20/1 0.000 C 0.000 ton SPARE 30 31 SPARE 20/1 0.000. A 0.000 20/I SPARE 32 33 SPARE 20/t 0.000 B 0.000 20/1 SPARE 34 35 SPARE. 20/1 0.000 C 0.000 20/1 SPARE 36 37 SPARE 20/1 0.000 A 0.000 SPACE 38 3c1 SPARE 20/1 0.000 B 0.000 SPACE 40 41 SPARE 20/1 0.000 C 0.000 SPACE 42 Notes to be bal. to 10% using Actual Totals. N.E.C. Connected Totals: Ph.A N.E.C. Connected Totals: Ph.B N.E.C. Connected Totals: Ph.0 Total Circuit to remain Ground Circuit Connected Load: NEC Demand Feeder Load: 0.200 0.160 0.876 kVA kVA kVA kVA amps amps. Breaker Options: * All Phases E Existing IG Isolated AS Powerlink AS Breaker LO Handle lock -on device ST Shunt Trip Type AUX Auxiliary Contacts PA Handle Padlock Attachment GFCI Gnd Fault Circuit Inter, HACR Heating, A/C $ Ref. SF Subfeed AFCI Arc Fault Circuit Inter. 1.236 3.4 2.1 z EXISTING WO AMP SERVICE TO FUSIBLE DISCONNECT SWITCH LOCATED IN TENANT SPACE. 00 EXISTING LANDLORD'S SWITCHGEAR EXISTING FIRE ALARM PANEL w z O EXISTING 3 SETS OF (4) 1250KCMIL, I u2/0 GND. ALUMINUM MC CABLE IN (2) 3' CONDUIT EXISTING (4) :3/0 CU. AND (I) II6 CU. GND. IN 2' CONDUIT. Panel Wiring Panelboard Panel Type NEMA Type Schedule (3-Phase) 'PP' Voltage OCPD Mounting 208Y/I20 Phase Wire Buss 3 Options/Notes AIC Rating EXISTING GE 150A M.C.B. 4 I SURFACE 225A Ckt. No. Zone Load Description Brkr. Size * Brkr. Opts. N.E.C. kVA ** Phase N.E.C. kVA ** Brkr. Opts. Brkr. Size Load Description Zone Ckt. No. 1 SPARE 20/1 0.000 A 0.000 20/I SPARE 2 3 SPARE 20/1 0.000 B 0.000 20/1 SPARE 4 5 SPARE 20/1 0.000 C 0.000 20/1 SPARE 6 7 SPARE 20/1 0.000 A 0.000 20/1 SPARE 8 q SPARE 20/1 0.000 B 0.000 20/1 SPARE 10 11 SPARE 20/1 0.000 C 0.000 20/1 SPARE 12 13 RECEPTACLES 20/1 0.360 A 0.000 20/1 SPARE 14 15 SPARE 20/1 0.000 B 0.648 20/1 EWC/R.R. EX.FAN 16 17 SPARE 20/1 0.000 C 0.000 20/1 SPARE 18 Iq SPARE 20/1 0.000 A 0.000 20/1 SPARE 20 21 SPARE 20/1 0.000 B 0.000 20/1 SPARE 22 23 SPARE 20/1 0.000 C 0.000 20/I SPARE 24 25 SPARE 20/1 0.000 A 1.500 20/1 WATER HEATER 26 27 TEL. SYSTEM 20/1 0.360 B 0.000 20/1 SPARE 28 2d SPARE 20/1 0.000 C 0.000 20/1 SPARE 30 31 SPARE 20/1 0.000 A 0.000 20/1 SPARE 32 33 SPARE 20/1 0.000 B 0.000 20/1 SPARE 34 35 SPARE 20/1 0.000 C 0.000 20/1 SPARE 36. 37 SPARE 30/3 0.000 A 0.000 20/1 SPARE 38 3d 0.000 B 0.000 20/1 SPARE 40 41 0.000 C 0.000 20/1 SPARE 42 Notes to be bal. to 10% using Actual Totals. N.E.C. Connected Totals: Ph.A N.E.C. Connected Totals: Ph.B N.E.C. Connected Totals: Ph.0 Total Circuit to remain Ground Circuit Connected Load: NEC Demand Feeder Load: 1.860 1.008 0.000 kVA kVA kVA kVA amps amps Breaker Options: * All Phases E , Existing IG Isolated AS Powerlink AS Breaker LO Handle lock -on device ST Shunt Trip Type AUX Auxiliary Contacts PA Handle Padlock Attachment GFCI Gnd Fault Circuit Inter. HACR Heating, A/C It Ref. SF Subfeed AFCI Arc Fault Circuit Inter. 2.868 8.0 8.0 EXISTING VAV-I 20A/IP TOGGLE DISCONNECT CALCULATED AIC: 24.134 z O U EXISTING PANEL 'MDP' 225A MLO 211/480V 30. 41.11 + GND LA z 0 U V.1 EXISTING VAV-2 20A/IP TOGGLE DISCONNECT EXISTING 15 KVA TRANSFORMER 480V. 3$. 3W DELTA PRIMARY TO I20/208V, 34. 4W WYE SECONDARY EXISTING (2) u12 AND (I) u12 GND. IN 3/4' CONDUIT. EXISTING PANEL 'PP' I50A MCB I20/208V 30. 41.11 + GND EXISTING VAV-3 20A/IP TOGGLE DISCONNECT EXISTING PANEL 'LP' I50A NCB I20/208V 3.. 4W + GND EXISTING (4) WI/0 AND (I) *G GND. IN 2' CONDUIT TRANSFORMER SUMMARY - 480 DELTA TO 208/120V NYE DESCRIPTION N.E.C. CONNECTED kVA NEC DEMAND NOTES N.E.G. DEMAND FACTOR N.E.G. DEMAND kVA LIGHTING (CONTINUOUS) 1.236 CI] 1.25 1.545 TRACK LIGHT DEMAND ALLOWANCE - C2] - 0.000 SHOW WINDOW DEMAND ALLOWANCE - E33 - 0.000 KIT APPLIANCE 0.000 E4 1.00 0.000 RECEPTACLES 0.720 C5] - 0.720 MOTORS 0.648 E63 - 0.648 FIXED ELECTRIC SPACE HEATING 0.000 C7] - 0.000 AIR CONDITIONING SYSTEM 0.000 [6],C7] - 0.000 ELECTRIC WATER HEATER 1.500 - 1.0 1.500 MISCELLANEOUS 0.000 - 1.0 0.000 N.E.C. DEM. KVA X 1000 4.104 FEEDER AMPERAGE AMPS 4.413 = MINIMUM - 12.2 SYS. VOLTAGE X 1.732 4.413 X 1000 208 X 1.732 TRANSFORMER SUMMARY - 480/277V SYSTEM DESCRIPTION N.E.C. CONNECTED kVA NEC DEMAND NOTES N.E.C. DEMAND FACTOR N.E.G. DEMAND kVA MOTORS 5.056 [6] - 5.056 FIXED ELECTRIC SPACE HEATING - C7] - - TOTAL N.E.G. DEM. KVA X 1000 5.056 TOTAL FEEDER AMPERAGE AMPS 5.056 = MINIMUM = 6.1 SYS. VOLTAGE X 1.732 5.056 X 1000 480 X 1.732 LOAD SUMMARY NOTES: [I] POWER FACTOR IS ALREADY INCLUDED IN .LIGHTING LOAD. [2] 150VA/2FT OF LINE V. TRACK+SUM LOW VOLTAGE XFRMS-CONNECT. LOAD [3] 200VA/LF - ACTUAL CONNECTED LOAD [4] KIT APPLIANCE DEMAND FACTOR PER NEC 220-56 [5] 0.0 < I0KW = 100%, REMAINING - 50% [6] 125% OF THE LARGEST MTR. OR COMP. IN SYSTEM APPLIED ON I UNIT. [7] USE GREATER VALUE OF THESE TWO CATEGORIES EXISTING VAV-4 20A/IP TOGGLE DISCONNECT EXISTING LIGHTING CONTACTOR JUNCTION BOX EXISTING LIGHTING CONTROL PANEL EXISTING VAV-5 20A/IP TOGGLE DISCONNECT EXISTING 3/4' PLYWOOD BACKBOARD BEHIND ENTIRE LENGTH OF ELECTRICAL EQUIPMENT. BOTTOM OF BOARD AT FINISHED FLOOR. TOP OF BOARD MINIMUM I0'-0' A.F.F. EXISTING WO AMP FUSIBLE DISCONNECT SWITCH AS SHOWN ON FLOOR PLAN SHEET EI.2. REMOVE EXISTING 600 AMP FUSES AND PROVIDE 200 AMP FUSES WITH FUSE CLIPS. EXISTING (3) *2 AND (I) u6 GND. IN I-I/4' CONDUIT. EXISTING (I) x2 GROUND TO NEAREST BUILDING STEEL. EXISTING (4) *1/O AND (I) :6 GND. (I) :6 150. GND. IN 2' CONDUIT RECEIVED CITY OF TUKWILA JAN 13 2014 PERMIT CENTER NOTE ALL NEW WORK TO BE PERFORMED IN EACH DETAIL / SCHEDULE / DIAGRAM ON THIS SHEET 15 SHOWN HEAVY AND ALL EXISTING WORK / ITEM TO REMAIN IS 51-IOW LIGHT. U I- 0 0 N M L() x E 0 -F- U ✓ 0 E E i- - N ' ai e -o E o N 17) i w 0- LANDLORD DATE: w 1- Q 0 0 0) 0 cc Z W U) cc cc O 0 J cc J W 1) T ♦♦TRR V 0 T W V a >. �< C LLI I- CC W a _�0�0 Z CO0 (.) W W O -J CO Q c.�> ov N 0 0 Q 0 z 0 ca 0 SCALE: NOTED EXISTING POWER RISER DIAGRAM - FOR REFERENCE ONLY SEPARATE APPROVAL REQUIRED 13130040115 SHEET E1.10 NE Z -J GENERAL NOTES - PLANS ALL DRAWINGS ARE CONCEPTUAL AND SCHEMATIC AND ARE INTENDED FOR USE AS A DESIGN/BUILD GUIDELINE. THE CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS AND ADJUSTING OR MODIFYING THE SPECIFIC ELEMENTS OF TI-IEIR WORK AS REQUIRED TO MEET THE DESIGN INTENT: THE CONTRACTORS ARE RESPONSIBLE FOR THE FOLLOWING: I. COORDINATION WITH OTHER TRADES: CONTRACTOR SHALL VERIFY REQUIREMENTS OF OTHER TRADES. . PROVI DING ADDITIONAL DRAWINGS. CALCULATIONS AND OTHER DOCUMENTATION REQUIRED FOR THE BUILDING DEPARTMENT. THE ELECTRICAL CONTRACTOR SHALL DOCUMENT ALL CIRCUITING AND PROVIDE ALL TESTS REQUIRED TO SUBSTANTIATE CODE COMPLIANCE AS REQUIRED BY THE BUILDING DEPARTMENT AND LOCAL INSPECTOR. SUBMIT FINAL AS -BUILT DRAWINGS TO BUILDING DEPARTMENT FOR RECORD AT COMPLETION. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE CONDITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE -OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK REQUIRED H. DUE TO EXISTING CONDITIONS IN EVIDENCE. F. G. ALL PANELBOARDS SHALL BE EXISTING REUSED (U.N.O.). THE ELECTRICAL CONTRACTOR SHALL DOCUMENT ALL NEW AND EXISTING LOADS ON PANELS AND MAIN SERVICE TO DETERMINE LOADS ARE WITHIN. LIMITS OF EXISTING OVER CURRENT DEVICES AND WIRING WITH A 25% SAFETY FACTOR INCLUDED. (BASED ON POWER COMPANY RECORDED HIGH DEMAND KW). ALL PANELS SHALL BE BALANCED WITHIN 10% NIGH LEG TO LOW LEG. REUSE EXISTING LIGHTING AND INSTALL NEW LIGHTING AS SHOWN AND SCHEDULED ON PLANS. REUSE EXISTING CIRCUITS WHENEVER POSSIBLE. DOCUMENT ALL CIRCUITING FOR BUILDING DEPARTMENT REVIEW AND APPROVAL. CONTRACTOR SHALL RECORD, ON A SET OF "AS -GUILTS" DRAWINGS, ALL CHANGES OR MODIFICATIONS MADE IN THE FIELD, TO AN ORIGINAL SET OF CONSTRUCTION DOCUMENTS, FOR TURN -OVER TO THE ARCHITECT/ENGINEER UPON COMPLETION OF THE PROJECT. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND ORDINANCES AND THE NATIONAL ELECTRICAL CODE. ELECTRICAL CONTRACTOR SHALL RE -USE ALL EXISTING CIRCUITING WHERE AND AS MUCH AS POSSIBLE. ANY DEVICES, EQUIPMENT AND/OR MATERIAL FOUND OR UNCOVERED IN THE FIELD THAT IS NOT SPECIFICALLY ADDRESSED IN TI-IESE DOCUMENTS, SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER FOR CONSIDERATION AND DECISION BEFORE PROCEEDING WITH WORK. POWER PLAN CODED NOTES REMODELING EXISTING FIRE ALARM DEVICE TO BE RELOCATED. EXTEND CABLING AS REQUIRED TO NEW LOCATION. EXISTING STRIP LIGHT FROM BACK OF HOUSE AREA TO BE RELOCATED AS SHOWN. GENERAL CONTRACTOR 15 TO CLEAN, RELAMP AND REPLACE BROKEN PARTS TO LEAVE FIXTURE IN GOOD WORKING ORDER. EXISTING EMERGENCY LIGHT TO BE RELOCATED AS SHOWN GENERAL CONTRACTOR 15 TO CLEAN, RELAMP AND REPLACE BROKEN PARTS TO LEAVE FIXTURE IN GOOD WORKING ORDER. EXISTING EMERGENCY LIGHT TO REMAIN. GENERAL CONTRACTOR 15 TO CLEAN, RELAMP AND REPLACE BROKEN PARTS TO LEAVE FIXTURE IN GOOD WORKING ORDER. O FURNISH AND INSTALL NEW EMERGENCY LIGHT. O EXISTING FIRE ALARM DEVICE TO REMAIN. POWER AND LIGHTING PLAN 1/4" = FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SI-IALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. SYMBOL 0033 POWER AND LIGHTING PLAN SYMBOL LEGEND DESCRIPTION SYMBOL DESCRIPTION U J Lu 0 O (/) Z_ 0 w N 0 H I' D Z x E (.1) - 0 °- U W N V)DO — o.r WO(DV) H (R) EXISTING DEVICES TO BE RELOCATED AS SHOWN U NON -SALES STRIP LIGHT (E) qp GFI EXISTING TO REMAIN GFI RECEPT. MTD AT 44" DUPLEX RECEPT. QUAD. RECEPT. SWITCH SPST FIRE ALARM STROBE FIRE ALARM HORN/STROBE FIRE ALARM PULL STATION SMOKE DETECTOR DUCT SMOKE DETECTOR CEI LI NG-MOUNTED EMERGENCY EXIT SIGN WALL -MOUNTED EMERGENCY EXIT SIGN WITH EMERGENCY HEADS CEILING -MOUNTED EMERGENCY LIGHT RECEIVED CITY OF TUKWILA JAN 13 2014 PERMIT CENTER SEPARATE PERMIT AND APPROV REQUIRED LANDLORD DATE: al BID DATE: ISSUE DATES I0 T T 0 CD J cc W O 13130040115 SHEET E2.00 N 0 0 z z N 0 SCALE: NOTED POWER AND LIGHTING 1/4" = T-0" GENERAL NOTES - PLANS A. ALL DRAWINGS ARE CONCEPTUAL AND SCHEMATIC AND ARE INTENDED FOR USE A5 A DESIGN/BUILD GUIDELINE. THE CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS AND ADJUSTING OR MODIFYING THE SPECIFIC ELEMENTS OF THEIR WORK AS REQUIRED TO MEET THE DESIGN INTENT. THE CONTRACTORS ARE RESPONSIBLE FOR THE FOLLOWING: I. COORDINATION WITH OTHER TRADES: CONTRACTOR SHALL VERIFY REQUIREMENTS OF OTHER TRADES. PROVIDING ADDITIONAL DRAWINGS. CALCULATIONS AND OTHER DOCUMENTATION REQUIRED FOR THE BUILDING DEPARTMENT. THE ELECTRICAL CONTRACTOR SHALL DOCUMENT ALL CIRCUITING AND PROVIDE ALL TESTS REQUIRED TO SUBSTANTIATE CODE COMPLIANCE AS REQUIRED BY THE BUILDING DEPARTMENT AND LOCAL INSPECTOR. SUBMIT FINAL AS -BUILT DRAWINGS TO BUILDING DEPARTMENT FOR RECORD AT COMPLETION. B. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE CONDITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK REQUIRED DUE TO EXISTING CONDITIONS IN EVIDENCE. F. G. ALL PANELBOARDS SHALL BE EXISTING REUSED (U.N.O.). THE ELECTRICAL CONTRACTOR SHALL DOCUMENT ALL NEW AND EXISTING LOADS ON PANELS AND MAIN SERVICE TO DETERMINE LOADS ARE WITHIN LIMITS OF EXISTING OVER CURRENT DEVICES AND WIRING WITH A 25% SAFETY FACTOR INCLUDED. (BASED ON POWER COMPANY RECORDED 'HIGH DEMAND KW). ALL PANELS SHALL BE BALANCED WITHIN IO% HIGH LEG TO LOW LEG. REUSE EXISTING LIGHTING AND INSTALL NEW LIGHTING AS SHOWN AND SCHEDULED ON PLANS. REUSE EXISTING CIRCUITS WHENEVER POSSIBLE. DOCUMENT ALL CIRCUITING FOR BUILDING DEPARTMENT REVIEW AND APPROVAL. CONTRACTOR SHALL RECORD, ON A SET OF "AS-BUILTS" DRAWINGS, ALL CHANGES OR MODIFICATIONS MADE IN THE FIELD, TO AN ORIGINAL SET OF CONSTRUCTION DOCUMENTS, FOR TURN -OVER TO THE ARCHITECT/ENGINEER UPON COMPLETION OF THE PROJECT. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND ORDINANCES AND THE NATIONAL ELECTRICAL CODE. ELECTRICAL CONTRACTOR SHALL RE -USE ALL EXISTING CIRCUITING WHERE AND AS MUCH AS POSSIBLE. ANY DEVICES, EQUIPMENT AND/OR MATERIAL FOUND OR UNCOVERED IN THE FIELD THAT 15 NOT SPECIFICALLY ADDRESSED IN THESE DOCUMENTS, SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER FOR CONSIDERATION AND DECISION BEFORE PROCEEDING WITH WORK. PLAN (E) (R) i 04'(R) (R) NL LP-4 MDP-1 (E) L-- r LP-2 L H EXISTING FIRE ALARM PANEL EXISTING DISCONNECT SWITCH EXISTING PANEL "MDP" EXISTING TRANSFORMER EXISTING PANEL "PP" EXISTING PANEL "LP" EXISTING LIGHTING CONTACTOR BOX AND LIGHTING CONTROL PANEL. CIRCUIT TO PP-35 EXISTING TELEPHONE BOARD 0 4' (R) 0 41 (RY b(4-003$ (1) U < CD M tD _s I 1.41 o o co H — N wp mt M Z tD < w z W z 0 z LLI • 1— (0 H K) D d� z I— O_ W _ _ 0 U V) to I— O D V)N)m W Lu I— J to 0 t- (n U E 0 0 w 0 N 0 E s 0 w 0 w LANDLORD DATE: m 1- w a 0 0 POWER PLAN CODED NOTES REMODELING POWER AND LIGHTING PLAN SYMBOL LEGEND 0. 0 3 0 0 0 0 EXISTING FIRE ALARM DEVICE TO BE RELOCATED. EXTEND CABLING AS REQUIRED TO NEW LOCATION. EXISTING STRIP LIGHT FROM BACK OF HOUSE AREA TO BE RELOCATED AS SHOWN. GENERAL CONTRACTOR IS TO CLEAN, RELAMP AND REPLACE BROKEN PARTS TO LEAVE FIXTURE IN GOOD WORKING ORDER. EXISTING EMERGENCY LIGHT TO BE RELOCATED AS SHOWN. GENERAL CONTRACTOR 15 TO CLEAN, RELAMP AND REPLACE BROKEN PARTS TO LEAVE FIXTURE I N GOOD WORKING ORDER. EXISTING EMERGENCY LIGHT TO REMAIN. GENERAL CONTRACTOR IS TO CLEAN, RELAMP AND REPLACE BROKEN PARTS TO LEAVE FIXTURE IN GOOD WORKING ORDER. FURNISH AND INSTALL NEW EMERGENCY LIGHT. EXISTING FIRE ALARM DEVICE TO REMAIN. FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE_ SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID. ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. SYMBOL DESCRIPTION SYMBOL DESCRIPTION (R) EXISTING DEVICES TO BE RELOCATED AS SHOWN U NON -SALES STRIP LIGHT (E) EXISTING TO REMAIN CEILING -MOUNTED EMERGENCY EXIT SIGN Z a_ C3 CD J w O a 1) O LO 1 r W 0 Q 0. >- 0< H Ne CC W� OD CC CO O El V Q UW LL i_ c JWaiw N 0 0 z Q o 0 V) a z SCALE: NOTED GFI GFI RECEPT. MTD AT 44' Aot WALL -MOUNTED EMERGENCY EXIT SIGN WITH EMERGENCY HEADS 9 DUPLEX RECEPT. CEILING -MOUNTED EMERGENCY LIGHT ipc QUAD. RECEPT. RECEIVED CITY OF TUKIIVILA SWITCH SPST JAN132014 a FIRE ALARM STROBE PERMIT CENTER FIRE ALARM HORN/STROBE FIRE ALARM PULL STATION SMOKE DETECTOR SEPARATE PERMIT AND APPREQUIRED 13130040115 SHEET X DUCT SMOKE DETECTOR E2.01 COMMON WORK RESULTS FOR HEATING VENTILATING g< AIR CONDITI❑NING SECTI❑N 230500 A. NOTE: I. ANY REFERENCE TO TENANT'S OR OWNER CONSTRUCTION MANAGER OR FURNISHED BY ANY OF THE ABOVE REFERS TO OWNER. 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 23. 3. THE CONTRACTOR FOR THIS DIVISION OF WORK 15 REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND I5 RESPONSIBLE FOR THE COORDINATION OF THE WORK AND THE WORK OF THE SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 4. THE CONTRACTOR 15 RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THE WORK AND THE WORK OF HIS SUB- CONTRACTORS WORK TO COMPLY WITH THE OWNER SCHEDULE AND THE PROJECT COMPLETION DATE. 5. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS SHALL BE BROUGHT TO OWNER'S ATTENTION. THERE ARE NO SUBSTITUTIONS. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 6. REFER TO RESPONSIBILITY SCHEDULE ON THIS SHEET FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. B. SCOPE OF WORK I: RESPONSIBILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. HVAC UNITS, EQUIPMENT, AND APPURTENANCES (UNLESS NOTED OTHERWISE). B. DUCTWORK, FITTINGS, DAMPERS, AND INSULATION. D. CURBS, ROOFING, AND STEEL FRAMING FOR SUPPORT (AS APPLICABLE, REFER TO PLANS). E. TESTING, ADJUSTING, AND BALANCING. 2 BEFORE STARTING WORK, THE CONTRACTOR SI-IALL VISIT THE JOB SITE AND EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCE'S AND CONFRONTATIONS. 3 RELOCATION OF EXISTING DUCT MAINS OR BRANCHES TO MEET STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. C. EQUIPMENT FURNISHED BY OWNER THE FOLLOWING EQUIPMENT IS FURNISHED BY OWNER AND INSTALLED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. REFER TO RESPONSIBILITY SCHEDULE AND PLANS FOR APPLICABILITY. A. RTU'S, AHU'S, VAV BOXES, ROOF CURBS, MIXING BOXES, POWER EXHAUST FANS. B. TOILET EXHAUST FANS, RELIEF FANS, RETURN AIR FANS. C. BASEBOARD, CABINET AND ELECTRIC UNIT HEATERS. D. GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN TI-IE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR OWNER SHALL BE PROVIDED BY THE CONTRACTOR. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH 15 NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH 15 USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR 15 RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL MECHANICAL WORK SHALL BE INSTALLED 50 AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING PRACTICES. 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER 15 MORE STRINGENT. 7. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL, ETC. FOR THE PROPER INSTALLATION OF THE MECHANICAL SYSTEMS. 8. THE CONTRACTOR SHALL COORDINATE FLOOR, WALL AND ROOF PENETRATIONS, LOUVER SIZES, ETC. WITH GENERAL TRADES. R. THE CONTRACTOR SHALL VERIFY ALL CLEARANCES PRIOR TO FABRICATION OF ANY WORK. 10. THE CONTRACTOR MUST HAVE A SENIOR FOREMAN WITH A MINIMUM OF FIVE YEARS COMMISSIONING EXPERIENCE IN BOTH HVAC AND CONTROLS PRESENT AT STARTUP. II. THE CONTRACTOR SHALL FILL OUT COMPLETELY AND SUBMIT TO THE CONSTRUCTION MANAGER THE MECHANICAL SUPPL I ERSTARTUP CHECKLIST T FOR EACH RESPECTIVE PIECE OF EQUIPMENT INSTALLED PRIOR TO SCHEDULING THE HVAC CONTROL STARTUP. 12. MECHANICAL SHOP DRAWING SUBMITTALS TO BE SENT TO OWNER'S CONSTRUCTION MANAGER. 13. MECHANICAL EQUIPMENT NOTED IN THE MECH. RESPONSIBILITY SCHEDULE HAS BEEN PRE -PURCHASED BY THE OWNER 4 THE CONTRACTOR IS TO OBTAIN AN OWNER SUPPLIED MATERIALS (OSM) SCHEDULE TO ARRANGE OFFLOADING ANDMOVING OFALL OSMTO H JOBS . ALL RECEIPT, L D G V G LL THE B TE EQUIPMENT SHALL BE DELIVERED TO THE JOBSITE ADDRESS, UNLESS OTHER ARRANGEMENTS ARE MADE THROUGH OWNER'S PURCHASING REPRESENTATIVE PRIOR TO THE START OF CONSTRUCTION OR I WEEK PRIOR TO THE SCHEDULED O5M SHIPPING DATE: 14. CONTRACTOR °SHALL ENSURE THAT ALL EQUIPMENT, PIPING AND DUCTWORK NOT BEING USED OR SHOWN TO REMAIN, 15 FULLY REMOVED AND NOT ABANDONED. 15. COORDINATE THE EXTENSION, MODIFICATION, FINAL CONNECTION AND TESTING OF ALL UTILITIES OR INTERFACED SYSTEMS WITH THE LANDLORD'S FIELD REPRESENTATIVE. 16. PROVIDE ACCESS FOR ALL LANDLORD AND TENANT EQUIPMENT, SUCH AS, FIRE it SMOKE DAMPERS, SMOKE DETECTORS, BALANCING DAMPERS, VAV BOX CONTROLS, ELECTRICAL JUNCTION BOXES REQUIRING PERIODIC INSPECTION AND/OR SERVICE THAT ARE LOCATED WITHIN THE OWNER'S SPACE OR REQUIRE SERVICE ACCESS THROUGH THE OWNER'S SPACE. IN AS -BUILT DOCUMENTS, LABEL ACCESS DOORS AND PANELS, 24x24 MECH. GRILLES UTILIZED FOR ACCESS WITH THE NAME OF THE EQUIPMENT ACCESSIBLE AT THAT POINT. DEMONSTRATE ACCESS TO ALL LANDLORD HIDDEN EQUIPMENT FOR THE LANDLORD'S FIELD REPRESENTATIVE PRIOR TO CLOSING IN THE CEILING. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF CEILING GRILLES, REGISTERS AND DIFFUSERS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS. REFER TO A4.2 CEILING DEVICE PLAN TO LOCATE AIR DIFFUSERS AND GRILLES. 17. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF CEILING GRILLES, REGISTERS AND DIFFUSERS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS. 18. DUCTWORK SHALL NOT BE LOCATED OVER THE TOP OF ANY ELECTRICAL PANELS OR EQUIPMENT. 19. DESIGN OF THE NON -DUCTED RETURN AIR PLENUM CEILING 15 BASED ON THE REQUIREMENT THAT ALL MATERIALS IN THE RETURN AIR PLENUM CEILING ARE ALL LABELED AS PLENUM RATED AND MEET THE FLAME 4 SMOKE SPREAD REQUIREMENTS FOR PLENUM INSTALLATION AND THE APPROVAL OF A RETURN AIR PLENUM FROM THE LANDLORD. IF THE CONDITIONS CANNOT BE MET, TTHE CONTRACTOR SHALL STATE THE AMOUNT TO BE ADDED TO THE BASE BID FOR A TOTALLY DUCTED RETURN AIR SYSTEM. 20. CONTRACTOR 15 RESPONSIBLE TO INQUIRE WITH THE LANDLORD'S REPRESENTATIVE ON ANY SMOKE EVACUATION SYSTEM IN USE AT THE MALLAT THE TIMEOFH I I THE SAI SYSTEM 5 A ADEQUATELY THE B D. F T E DI NOT DE TELY DESCRIBED ON THE DRAWINGS, THE CONTRACTOR IS RESPONSIBLE TO INFORM THE GENERAL CONTRACTOR AND INCLUDE THE COST AS A SEPARATE LINEITEM IN THE BID. NO ADDITIONAL MONEYS SHALL BE AWARDED FOR TIE-IN REQUIREMENTS TO A LANDLORD'S SMOKE EVACUATION SYSTEM THAT IS IN EXISTENCE AT THE TIME OF THE BID, WITHOUT HAVING IDENTIFIED A SEPARATE LINE ITEM FOR THE SMOKE EVACUATION SYSTEM AT THE TIME OF THE BID. 21. THE CONTRACTOR SHALL FURNISH AND INSTALL IDENTIFICATION ON ALL ROOFTOP EQUIPMENT. PROVIDE PLASTIC LAMINATED PLATE OR STENCIL WITH 2" HIGH BLACK LETTERS, INDICATING TENANTS NAME AND SPACE NUMBER. VERIFY ACTUAL REQUIREMENTS WITH LANDLORD. 22. COORDINATE THE EXTENSION, MODIFICATION, FINAL CONNECTION AND TESTING OF ALL UTILITIES OR INTERFACED SYSTEMS WITH THE LANDLORD'S FIELD REPRESENTATIVE. 23. PROVIDE ACCESS FOR ALL LANDLORD AND TENANT COMPONENTS REQUIRING PERIODIC INSPECTION AND SERVICE THAT ARE LOCATED WITHIN THE SPACE OR REQUIRE ACCESS THROUGH THE SPACE. DEMONSTRATE ACCESS TO ALL HIDDEN COMPONENTS FOR THE LANDLORD'S FIELD REPRESENTATIVE PRIOR TO OCCUPANCY. 24. CONDENSATE DRAIN FROM RTU. MINIMUM DRAIN SIZE TO BE 1". CONDENSATE DRAIN TO BE TRAPPED WITH A TRAP DEPTH OF 1.5 X UNITS TOTAL STATIC PRESSURE, MINIMUM 5" DEEP. DRAIN SHALL TERMINATE AT MOP BASIN WITHIN TENANT SPACE. SUPPORTS FOR CONDENSATE LINES TO BE 4"x4"x12" TREATED BLOCKING SET IN MASTIC ON MODIFIED BITUMEN PAD. PIPE SUPPORTS TO BE SPACED NO MORE THAN 6' -On APART. ROOFTOP/EXTERIOR PIPING TO ROOF DRAIN SHALL BE COPPER. REFER TO DETAIL ON P1.I. E. CODES 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THE CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THE CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT 15 ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY OWNER TO THE CONTRACTOR. F. LICENSES, PERMITS, INSPECTIONS & FEES I THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. 2. FURNISH TO THE OWNER CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. G. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 2. GENERAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO OWNER CONSTRUCTION MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR OWNER'S CONSTRUCTION, MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL CONTRACTOR AND THE SUB- CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. 3. PROVIDE 6 COPIES OF SHOP DRAWINGS, PRODUCT DATA, EQUIPMENT CUTS, PERFORMANCE CURVES, SOUND DATA, DIMENSIONS, SERVICE CLEARANCE REQUIREMENTS, WEIGHTS, ETC. FOR ALL SCHEDULED EQUIPMENT, FIXTURES, DEVICES, ETC. 4. ONE ( I ) ELECTRONIC COPY MAY BE PROVIDED AT CONTRACTOR'S OPTION FOR SUBMITTAL. 5. PROVIDE TWO COPIES OF OPERATION AND MAINTENANCE MANUAL FOR EACH PIECE OF EQUIPMENT, INCLUDING CONTROL DIAGRAMS, INTERNAL WIRING DIAGRAMS, ETC. TO THE LANDLORD AND TENANT (4 COPIES TOTAL), ALL BOUND INTO 3-RING BINDERS. EACH BINDER SHALL INCLUDE WARRANTIES, STORE NAME, NUMBER, ADDRESS, INSTALLING CONTRACTOR; AND SERVICE CONTACT INFORMATION. H. GUARANTEE THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY OWNER'S CONSTRUCTION MANAGER. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. 2. OWNER SHALL PROVIDE A COMPLETE 12 MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT PROVIDED BY OWNER, INC. AND OWNER VENDORS. THE CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO ADDITIONAL MONEYS SHOULD BE INCLUDED IN THE BID. I. RECORD DRAWINGS THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. REVISIONS, ADDENDUM, AND CHANGE ORDERS. B. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED C. EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF THE MOST RECENT SET OF DRAWINGS WITH TEMPERATURE CONTROL DRAWINGS INCLUDED SHALL BE STAMPED "DO NOT REMOVE" AND SHALL BE PLACED IN A DRAWING TUBE LOCATED NEXT TO THE ELECTRICAL PANEL. SEE ARCHITECTURAL DRAWINGS FOR EXACT TUBE LOCATION. J. DISCREPANCIES IN DOCUMENTS DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR 15 RESPONSIBLE TO ADVISE OWNER'S CONSTRUCTION MANAGER, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, OWNER CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. K. PHASING REQUIREMENTS THE CONTRACTOR 15 TO INCLUDE IN THE BID ALL NECESSARY SERVICE REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S HVAC, PLUMBING AND SPRINKLER SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE IN WRITING WITH OWNER'S CONSTRUCTION MANAGER AND THE LANDLORD ONE WEEK PRIOR TO ANY SHUT DOWN OF THE HVAC, PLUMBING OR FIRE PROTECTION SYSTEMS. L. DEMOLITION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK. 2. THE CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL. M. SLEEVES THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL LX I -END 2" ABOVE THE FLOOR: CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THE FIRE RATING. 3 SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. N. FINAL HVAC INSPECTIONS ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, OWNER SHALL HAVE AN INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH TI-IE PLANS, SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVAC CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS. GENERAL DUTY VALVES SECTI❑N 230523 A. VALVES I. BALL VALVES UP TO AND INCLUDING 2" SHALL BE BRONZE, ONE PIECE BODY, FULL PORT, 600 P51, STAINLESS STEEL BALL, PTFE TEFLON SEATS AND STEM SEAL, LEVER HANDLE AND BALANCING STOPS, SOLDER OR THREADED ENDS WITH UNION. 2 BALL VALVES LARGER THAN 2 I/2" SHALL BE BRONZE, TWO PIECE BODY, FULL PORT, 600 PSI, STAINLESS STEEL BALL, PTFE TEFLON SEATS AND STEM SEAL, LEVER HANDLE AND BALANCING STOPS, THREADED ENDS WITH UNION. 3. SWING CHECK VALVES, 2-INCH AND SMALLER: CLASS 150, CAST BRONZE BODY AND CAP CONFORMING TO ASTM B 62 WITH HORIZONTAL SWING, Y-PATTERN, RENEWABLE BRONZE DISC, AND HAVING THREADED OR SOLDERED ENDS. 4 SWING CHECK VALVE, 2-1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CAP, HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ENDS AND CAPABLE OF BEING REFITTED WHILE THE VALVE REMAINS IN THE LINE. 5. COMBINATION BALANCING AND SHUTOFF VALVES: CIRCUIT SETTER WITH LOCKING SET POINT. A CIRCUIT SETTER BALANCE WHEEL MUST BE INCLUDED WITH 0 it M MANUAL. REFER TO MECHANICAL DETAIL SHEETS. 6. ACCEPTABLE MANUFACTURERS BY WATTS, APOLLO OR EQUAL. HANGERS AND SUPPORTS SECTI❑N 230529 A. HANGERS AND SUPPORTS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2 HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK 15 NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO SUBJECT TO LANDLORD CRITERIA. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR 3• THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED, 5. PROVIDE DOUBLE LOCK NUTS ON ALL TREADED RODS. 6. SEE SHEET MI.02 FOR SEISMIC HANGER DETAILS AND SPEC IFICAITONS. B. DUCT HANGERS I. HANGER SPACING DUCT FACE AREA FROM 0 TO 4 SQ. FT. HANGERS q8" O.C. MAX DUCT FACE AREA FROM 4 TO 10 SQ. FT. HANGERS 72" O.C. MAX DUCT FACE AREA FROM 10 AND GREATER HANGERS 48" O.C. MAX 2. NHERE DUCTS ARE LESS THAN 2 SQ. FT. IN FACE AREA, HANGERS SI-IALL BE NOT LESS THAN I"xl/16" STRAP STEEL. 3. WHERE DUCT ARE GREATER THAN 2 SQ. FT.IN FACE AREA. HANGERS SHALL BE NOT LESS THAN I "x l /8" STRAP STEEL. 4. WHERE DUCT ARE 8 SQ. FT. IN FACE AREA. HANGERS SHALL BE BRACED BY I"xl"x1/8" STEEL ANGLES ALL AROUND, SPACED NO MORE THAN FOUR FEET ON CENTERS. 5. WHERE DUCTS ARE OVER 48" WIDE. THE HANGERS SHALL BE BROUGHT DOWN UNDER THE DUCT SI DES 4" AND FASTENED TO THE BOTTOM. 6. SELF -TAPPING, SHEET METAL SCREW C. PIPE HANGERS HANGER SCHEDULE COPPER PIPING - TYPE 'L' PIPE SIZE ROD SIZE MAX. SPACING THRU 3/4 I N 3/8 6 1 IN 3/8 6 1 1 /4 I N 3/8 8 I 1/2 IN 3/8 8 2 IN 3/8 q 2 1/2 IN I/2 q 3 IN I/2 10 4 IN I/2 10 HANGER SCHEDULE - STEEL PIPING PIPE SIZE ROD SIZE MAX. SPACING FOR WATER MAX. SPACING FOR STEAM, GAS OR AIR 1 IN 3/8 7 q 1 1/4 IN 3/8 10 q I 1/2 1N 3/8 10 q 2 IN 3/8 10 13 2 1/2 IN 1/2 12 13 3 IN 1/2 12 15 4 IN 5/8 14 17 VIBRATION CONTROLS HVAC PIPING & EQUIPMENT SECTION 230548 A. VIBRATION ISOLATION DEVICES i. VIBRATION ISOLATION DEVICES WITH SUPPORTS BETWEEN VIBRATING EQUIPMENT AND THE STRUCTURE (FANS, AIR HANDLERS, ETC.). 2. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. 3. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WI-IEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE ISOLATOR. 4. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. 5. CONSULT MANUFACTURER FOR APPLICATION DATA. B. FLEXIBLE CONNECTIONS 1. FLEXIBLE COLLARS IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, ETC.) AND DUCTS OR CASINGS. FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. 2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE- COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. C. FLEXIBLE AIR DUCT 1• FLEXIBLE AIR DUCT SI-IALL BE I" INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE INCLUDED AS SUCH IN THE BID. 2. FLEXIBLE AIR DUCT MAY ONLY BE USED 1N VERTICAL APPLICATIONS WITHOUT PRIOR APPROVAL FROM OWNER CONSTRUCTION MANAGER UNLESS NOTED OTHERWISE. 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5'-0" IN LENGTH AT ANY ONE LOCATION. 4. NO FLEXIBLE DUCTWORK UPSTREAM OF VAV BOX IDENTIFICATI❑N HVAC PIPING AND EQUIPMENT SECTI❑N 230553 A. LABELS/PIPE MARKERS 1. FURNISH AND INSTALL PIPE IDENTIFICATION MARKERS ON ALL PIPES INSTALLED UNDER THIS CONTRACT. MARKERS SHALL BE A MINIMUM OF. I-1/2" X 8" AND IDENTIFIED IN ACCORDANCE WITH THE BACKGROUND AND LETTER COLORS ISSUED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). MARKERS SHALL BE MANUFACTURED BY CHAMPION AMERICA INC. 800-521-7000, OR EQUAL. PIPING SHALL BE IDENTIFIED AS FOLLOWS: CHILLED WATER RETURN, CHILLED WATER SUPPLY, CONDENSATE, NOT WATER RETURN, HOT WATER SUPPLY, CONDENSER WATER RETURN, CONDENSER WATER SUPPLY, REFRIGERANT LIQUID, REFRIGERANT SUCTION, AND DIRECTION OF FLOW ARROWS. ALL IDENTIFICATIONS MUST BE VISIBLE AT EQUIPMENT. TESTING, ADJUSTING AND BALANCING SECTI❑N 230593 A. TESTING, ADJUSTING, AND BALANCING TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO 15 A CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR. NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY (AS A MINIMUM SHALL INCLUDE THE INFORMATION AS SHOWN IN THE AIR BALANCE REVIEW CHECKLIST BELOW). PAYMENT OF ALL COSTS FOR TESTING AND BALANCING SHALL BE INCLUDED IN THE BID. TESTING AND BALANCING CONTRACTOR TO BE LANDLORD APPROVED. 2. FINAL TESTING, ADJUSTING AND BALANCING REPORT MUST BE COMPLETE AND TURNED OVER TO OWNER CONSTRUCTION MANAGER 3 WEEK PRIOR TO MERCHANDISING DATE. 3. THE CONTRACTOR SHALL BE PRESENT FOR AIR BALANCE TO VERIFY ACCESSIBILITY TO ALL DEVICES, VERIFY ALL OPERATING SEQUENCES AND INSTALL NEW FILTERS IN ALL UNITS JUST PRIOR TO THE AIR BALANCE. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION, EXCEPT AS NOTED OTHERWISE. CONTRACTOR SHALL ALSO INSTALL A NEW SET OF FILTERS EACH MONTH DURING CONSTRUCTION AND ONE DAY PRIOR TO MERCHANDISING. 4. BALANCE AIR AND WATER QUANTITIES TO WITHIN + 5% OF THAT INDICATED ON THE DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS OR PULLEYS NEEDED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PERFORMED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. 5. ALL CONTROL SEQUENCES SHALL BE TESTED (INTERLOCKED EQUIPMENT, SMOKE DETECTORS, SMOKE EVACUATION, ECONOMIZER, ETC.) AND OPERATING STATUS RECORDED IN THE REPORT. 6. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO OWNER'S CONSTRUCTION MANAGER FOR APPROVAL. THE GENERAL CONTRACTOR SHALL VERIFY THE COMPLETENESS OF THE REPORTS PRIOR TO SUBMITTING TO OWNER. SUBMIT ONE COPY OF FINAL APPROVED AIR BALANCE REPORT TO MALL GENERAL MANAGER. 7. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED ON THESE DRAWINGS. ALL SYSTEMS UNABLE TO BE COMPLETELY BALANCED AT THE TIME OF ORIGINAL BALANCE MUST BE BALANCED IN FUTURE AT NO ADDITIONAL EXPENSE TO OWNER. THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT OWNER DEEMS NECESSARY AT NO ADDITIONAL COST TO OWNER. AIR BALANCE REVIEW CHECKLIST PROJECT DIVISION: INFORMATION CENTER: NO#: CONTRACTOR: DATE: FAX # "A COPY OF TTHE CHECKLIST MUST BE COMPLETED AND INCLUDED WITH BALANCE REPORT" SYSTEMS TO CHECK SYSTEM INDEX ACCEPTABLE (CHECK) NOT ACCEPTABLE O X CHECK ALL THAT APPLY'S (SEE SYSTEM INDEX) INDEX NO# SYSTEMS: I. VAV BOXES 2• WATER SOURCE HEAT PUMPS 3. ROOFTOP UNIT 4. SPLIT DX OR BUILT-UP CW 5. FAN FOR CEILING F-I OR ETC. 6 ELECTRIC BASEBOARD/UNIT HEATER 7. TOILET EXHAUST FAN, EF-I UA UNACCEPTABLE 2 3 4 5 6 7 UA ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑❑ ❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑ ❑❑❑❑o❑ ❑❑❑❑❑❑❑❑❑ REPORT PREPARED BY INDEPENDENT AABC OR NEBB LICENSED CONTRACTOR (LICENSE # AND SIGNATURE REQUIRED) CONFORMANCE CERTIFICATE / PERFORMANCE GUARANTY REGISTERED WITH NATIONAL HEADQUARTERS EQUIPMENT LIST AND CALIBRATION DATE (WITHIN 6 MONTHS OF TEST) MAKE AND MODEL # OF EACH PIECE OF EQUIPMENT TESTED MOTOR NAMEPLATE DATA MANUFACTURER OF MOTOR MOTOR HP/BHP UNIT VOLTAGE MOTOR AMPERAGE (AMPS) KILOWATTS (KW) HEAT MOTOR RPM SERVICE FACTOR (SF) SHEAVE SIZE/BORE SIZE NUMBER AND SIZE OF BELTS UNIT FIELD MEASUREMENTS FIELD VOLTAGE WITH EACH PHASE FOR 3-PHASE MOTORS AMP DRAW EACH PHASE FOR 3-PHASE MOTORS KILOWATTS (ELECTRIC HEATER ONLY) FAN RPM EXTERNAL STATIC PRESSURE - INLET SIDE EXTERNAL STATIC PRESSURE - DISCHARGE SIDE WATER GPM CONDENSER/CHILLED/HEATING SUPPLY WATER TEMPERATURE CONDENSER/CHILLED/HEATING RETURN WATER TEMPERATURE CONDENSER/CHILLED/HEATING DESIGN AND ACTUAL CFM'S (WITHIN 5% OF DESIGN) AS FOLLOWS: AT EACH SUPPLY DIFFUSER AT EACH RETURN AIR GRILLE FOR DUCTED RETURN TOTAL SUPPLY BY DUCT TRAVERSES TOTAL RETURN/RELIEF BY DUCT TRAVERSES TOTAL OUTSIDE AIR AND METHOD OF TESTING 0.A. AMOUNT PLAN INDEXING EACH DIFFUSER AND GRILLE TESTED VERIFICATION OFNA STATUS OPERATIONAL T TUS SPACE TEMPERATURE AND SET POINT AFTER BALANCE SUPPLY TEMPERATURES (AT 100% COOLING 4 100% HEATING) OUTSIDE DB/WB READING AT TIME OF BALANCE ECONOMIZER SETTING (A/B/C/D) IN ROOFTOP UNITS ADJ. it VERIFY ECONOMIZER EXHAUST FAN GOES ON AT 60% 0.A. MAXIMUM CFM RELIEF WITH ECONOMIZER AT 100% O.A. UNIT HEATER OPERATIONAL STATUS AND SET POINT TEST OF SUPPLY AIR FAN SHUTDOWN IN ALARM SEQUENCE TEST OF SMOKE EXHAUST FAN IN ALARM SEQUENCE ❑ THE A/B/ REPORT SUBMITTED FOR THE ABOVE LOCATION HAS BEEN REJECTED. NOTE CHECKS IN COLUMN HEADED "UA" (UNACCEPTABLE) AND REMARKS BELOW. ❑ THE A/B/ REPORT SUBMITTED FOR THE ABOVE LOCATION IS APPROVED. APPROVED BY: DATE: REMARKS: REV 1/97 DUCTWORK INSULATI❑N SECTI❑N 230713 A. DUCTWORK INSULATION 1. INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. 2. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. ALL DUCTWORK IN EXPOSED CEILING PLENUM SPACES SI-IALL BE EXTERNALLY INSULATED WITH A MINIMUM OF 1 1/2" THICK, I# DENSITY (R=5.6) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER 15 TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. ALL JOINTS MUST BE TAPED 50 THAT NO INSULATION FIBER 15 VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. EXPOSED DUCTWORK IN OPEN CEILING SPACES NEED NOT BE INSULATED. 3. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. 4. INSULATION SHALL BE AS MANUFACTURED BY JOHNS MANVILLE, KNAUF OR CERTAIN TEED. D 1.I0033 RECEIVED CITY OF TUKWILA JAN 1 3 2014 PERMIT CENTER SEPARATE PERMITAND APAPPROVAL QUIRED M UD ntI x U0coo N �6I M Z �a m -J W z 0 0 z 0 UJ 0 2 PERMIT DATE: co 8 LANDLORD DATE: m H w H Q V) 0 z rY fY z Vim) 0 SCALE: NOTED 13130040115 SHEET M1.00 SEQUENCE OF ❑PERATI❑N FOR HVAC SYSTEM SECTI❑N 230993 A. SEQUENCE OF OPERATIONS I. DAY CYCLE COOLING: THE SUPPLY AIR FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED MODE. THE OUTSIDE AIR DAMPER SHALL BE IN THE MINIMUM POSITION. THE THERMOSTAT SHALL CYCLE COMPRESSOR(S) TO MAINTAIN ROOM SET TEMPERATURE OF 71°F. 2. DAY CYCLE HEATING: THE SUPPLY FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED MODE. THE OUTSIDE AIR DAMPER SHALL BE IN THE MINIMUM POSITION. THE THERMOSTAT SHALL CYCLE THE HEATER TO MAINTAIN ROOM SET POINT TEMPERATURE OF 68°F. 3. VENTILATION MODE: DURING OCCUPIED HOURS, THE OUTSIDE AIR DAMPER SHALL OPEN ENOUGH TO ALLOW FOR REQUIRED OUTSIDE AIR (SEE LOAD SUMMARY ON SHEET MECHANICAL DETAIL SHEETS FOR TOTAL). DURING UNOCCUPIED HOURS, THE OUTSIDE AIR DAMPER SHALL REMAIN FULLY CLOSED. 4. ECONOMIZER MODE: THE SUPPLY AIR FAN SHALL RUN CONTINUOUSLY. THE OUTSIDE AIR DAMPER SHALL MODULATE FROM MINIMUM TO 100% TO MAINTAIN A ROOM SET TEMPERATURE of 71°F. RELIEF DAMPER SHALL FULLY OPEN IN ECONOMIZER MODE. FCU-I WILL GO INTO ECONOMIZER MODE BASED ON OUTSIDE AIR SENSOR MOUNTED ON OA-I. MOTOR OPERATED DAMPER SHALL MODULATE TO MAINTAIN A ROOM SE TEMPERATURE OF 71°F. 5. MORNING WARM-UP: THE SUPPLY AIR FAN WILL RUN CONTINUOUSLY AND THE OUTSIDE AIR DAMPER SHALL BE IN THE CLOSED POSITION. THE THERMOSTAT SHALL CYCLE THE RTU TO REACH ROOM SET TEMPERATURE. WHEN SET TEMPERATURE HAS BEEN REACHED, COOLING OR HEATING CYCLE SHALL COMMENCE. 6. NIGHT SET BACK- UNOCCUPIED MODE: THE OUTSIDE AIR DAMPER SHALL BE IN THE CLOSED POSITION. THE THERMOSTAT SHALL CYCLE EITHER COOLING OR HEATING AND THE SUPPLY FAN TO MAINTAIN A ROOM SET TEMPERATURE OF 80°F. 7. SMOKE DETECTOR: WHEN THE SMOKE DETECTOR IS ACTIVATED THE SUPPLY AIR FAN SHALL SHUT DOWN. THE SUPPLY AIR FAN MUST BE MANUALLY RESET. REFRIGERATI❑N PIPING AND SPECIALITES SECTI❑N 232300 A. REFRIGERANT PIPING: I . 2. THIS CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE REFRIGERANT PIPING SYSTEM BETWEEN THE INDOOR FAN UNITS AND OUTDOOR FAN UNITS, IF APPLICABLE. PIPING: A. REFRIGERANT PIPING SHALL BE TYPE "L" HARD DRAWN COPPER TUBING (ASTM B88). TUBING SHALL BE CLEAN, CAPPED AND NITROGEN CHARGED. B. ALL FITTINGS AND JOINTS SHALL BE WROUGHT COPPER OR CAST BRONZE (ANSI BI6.22). ALL COPPER TO COPPER JOINTS SHALL BE BRAZED WITH A COPPER -PHOSPHORUS ALLOY AND ALL OTHER JOINTS SHALL BE BRAZED WITH SILFOS-5 ALLOY. C. ALL ELBOWS ARE TO BE LONG RADIUS TYPE. INSTALLATION: A. SUCTION LINES SHALL HAVE ADEQUATE LIFT TRAPS AND/OR DOUBLE SUCTION RISERS TO MEET THE REQUIREMENTS OF FIELD CONDITIONS AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. B. BRAZE ALL JOINTS WITH SILFOS-5 STARTING AT THE INDOOR UNIT AND WORKING TOWARD THE OUTDOOR UNIT. THE SEALS ON THE OUTDOOR UNIT SHALL BE BROKEN LAST. A NITROGEN BLEED SHALL BE USED DURING ALL SOLDERING AND ANY TIME THE SYSTEM IS OPEN. ALL OPEN LINES SHALL BE CAPPED AND SEALED BEFORE LEAVING THE SITE DURING CONSTRUCTION. PRESSURE TEST FOR LEAKS WITH AN INERT GAS AT TO 245 PSIG. REDO LEAKING JOINTS AND RETEST UNTIL SYSTEM IS TIGHT. EVACUATE ENTIRE SYSTEM TO 200 MICRONS OF MERCURY. CHARGE SYSTEM WITH 25 P51 OF R-22 AND A INERT GAS TO 245 PSI AND RETEST SYSTEM WITH HALIDE LEAK DETECTOR. ALL LEAKING JOINTS MUST BE COMPLETELY RESEALED UNTIL NO LEAKS EXIST. TURN ON CRANK CASE HEATERS 24 HOURS PRIOR TO STARTING COMPRESSOR TO BE SURE ALL REFRIGERANT LIQUID 1S OUT OF THE COMPRESSOR. C. UPON COMPLETION OF TESTING, BUT BEFORE THE REFRIGERANT PIPING INSULATION 15 APPLIED, THE PIPING MUST BE INSPECTED BY A REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. D. INSULATE THE REFRIGERANT SUCTION LINES AND CONDENSATE LINES ONLY WITH RUBATEX OR ARMSTRONG I INCH THICK PIPE INSULATION WITH FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED OF NOT MORE THAN 50 IN ACCORDANCE WITH INDUSTRY STANDARDS. DO NO INSULATE THE HOT GAS (LIQUID) LINES OR ANY HOT GAS BYPASS LINES IF APPLICABLE. APPLY 2 COATS OF U.V. PROTECTANT/SEALER ON ALL INSULATION EXPOSED TO WEATHER. 4. INSPECTION: A. CONTRACTOR MUST PREPARE AND SUBMIT A COMPLETE PIPING SCHEMATIC TO I. THE LOCAL EQUIPMENT MANUFACTURER FIELD REPRESENTATIVE FOR APPROVAL PRIOR TO BEGINNING INSTALLATION. UPON COMPLETION OF PIPING, THIS CONTRACTOR MUST CALL THE LOCAL EQUIPMENT MANUFACTURER INSPECTOR FOR FIELD INSPECTION OF WORK PERFORMED AT A*F EXPENSE. ALL ITEMS FOUND TO BE INADEQUATE FOR PROPER PERFORMANCE BY EQUIPMENT MANUFACTURER FIELD REPRESENTATIVE MUST BE CORRECTED AT NO ADDITIONAL CHARGES TO AMF. DUCTWORK SECTI❑N 233113 A. METAL DUCTWORK NO FIBERGLASS DUCT ALLOWED NO DUCTWORK SHALL BE FABRICATED PRIOR TO JOB SITE VISIT AND APPROVAL BY THE GENERAL CONTRACTOR. A SKETCH MUST BE SUBMITTED INDICATING SIGNIFICANT DEVIATIONS FROM DESIGN AND MUST BE APPROVED BY OWNER'S CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION. 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR AND ROUND DUCTWORK WITH GALVANIZED STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" OF THE LATEST EDITION. WHERE OTHER CODES ARE ENFORCED, (IE. UMC, BOCA, ETC.) USE THE MOST STRINGENT CODE FOR DUCT CONSTRUCTION STANDARDS. 3 EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: SUPPLY DUCTS: 2" W.G., POSITIVE RETURN AND EXHAUST DUCTS: 2" NEGATIVE. EXCEPT WHERE OTHERWISE INDICATED, USE DUCT SEALANTS OF THE FOLLOWING PRESSURE CLASSIFICATIONS: SUPPLY DUCTS: CLASS B - 3" N.G. RETURN AND EXHAUST DUCTS: CLASS C - 2" W.G. IN ACCORDANCE WITH THESE CONSTRUCTION AND SEALANT PRESSURE CLASSIFICATIONS, MAXIMUM DUCT AIR LEAKAGE WILL NOT EXCEED 5% AS REQUIRED FOR FINAL AIR BALANCE APPROVAL. 4. ROUND DUCTWORK SHALL BE GALVANIZED STEEL WITH SPIRAL LOCK SEAM CONSTRUCTION FOR ALL SIZES 14" DIAMETER AND LARGER. ROUND DUCTWORK SIZES 13" DIAMETER AND SMALLER MAY BE SNAP- LOCK CONSTRUCTION. ALL SNAP LOCK SEAMS SHALL BE SEALED AS DESCRIBED IN THESE SPECIFICATIONS. ROUND FITTINGS SHALL BE GALVANIZED STEEL WITH SPOT WELDED AND BONDED CONSTRUCTION. DUCTWORK SHALL BE AS MANUFACTURED BY UNITED MCGILL, SEMCO, OR APPROVED EQUAL. 5. ROUND SPIRAL GALVANIZED STEEL DUCTWORK MAY BE USED IN PLACE OF RECTANGULAR DUCTWORK WHEN ABOVE CEILING CLEARANCES PERMIT AND EQUIVALENT FREE AREA IS MAINTAINED, WITH THE FOLLOWING EXCEPTION; ALL SUPPLY AND RETURN DUCTWORK WITHIN 15 FEET OF THE AIR HANDLER MUST BE RECTANGULAR . WHERE ROUND DUCT SUBSTITUTION WILL TAKE PLACE, SUBMIT A SKETCH AND CHART SHOWING EQUIVALENT ROUND CONVERSIONS OF RECTANGULAR DUCTWORK TO OWNER FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION. 6. AS A MINIMUM, CROSS BREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8" WIDE X 3/16" DEEP ON 12" CENTERS TO PREVENT VIBRATIONS, REGARDLESS OF DUCT GAUGE. 1 INSTALL FACTORY MANUFACTURED DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS OVER 36" IN LENGTH. INSTALL FACTORY MANUFACTURED SINGLE THICKNESS TURNING VANES IN ALL OTHER ELBOWS. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1-I/2"XI-I/2" XI/8" STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING. 10. ALL JOINTS AND SEAMS SHALL BE SEALED WITH 2" WIDE, GLASS- FIBER FABRIC REINFORCED TAPE. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. LIQUID SEALANTS BY UNITED MCGILL CORP., DOW CORNING, MIRACLE ADHESIVES AND SUREBOND INC. WILL BE ACCEPTED IN LIEU OF TAPE. 8. HVAC AIR DISTRIBUTI❑N SECTI❑N 233000 A. SUPPLY AIR TAKEOFF FITTINGS CONICAL OR "BELL -MOUTH" TAKEOFFS W/ DAMPERS FROM MAIN DUCTWORK TO ROUND BRANCHES. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND DETAILS ON SHEET MI.3 B. DAMPERS I. MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. 2. OPERATING HANDLES ON ALL DAMPERS SHALL BE TAGGED WITH A MINIMUM 18" LONG ORANGE MARKER TAPE. COLLARS MUST BE INSTALLED OVER EXTERNAL INSULATION TO ALLOW FREE MOVEMENT. SEE ADDITIONAL DETAILS ON MECHANICAL DETAIL DRAWING. 3 NO VOLUME DAMPERS UPSTREAM OF VAV BOX. 4. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR DUCTS ARE TO BE OF OPPOSED BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE. C. FIRE DAMPERS PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. DAMPERS SHALL BE DESIGNED FOR HORIZONTAL OR VERTICAL FLOW OF AIR AS REQUIRED. FIRE DAMPERS SHALL BE UL LABELED AND MEET ALL CODE REQUIREMENTS. 2. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIR STREAM AND A 165°F FUSIBLE LINK, TYPE B, AS MINIMUM. FURNISH AND INSTALL ACCESS DOORS AS NECESSARY. 3 ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. D. TOILET EXHAUST SYSTEM I. ALL DUCTWORK AND/OR CONNECTIONS TO LANDLORD SYSTEM NECESSARY FOR A COMPLETE TOILET EXHAUST SYSTEM. 11. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. 12. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 13. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY OWNER CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS WHEN WITHIN 3'-0" OF DEVICE. 14. ALL DUCTWORK SHALL BE INSTALLED WITH INSIDE CLEAR DIMENSIONS AS NOTED ON DRAWINGS. WHERE DUCTWORK SIZE IS LARGER THAN CONNECTED DEVICE (IE. VAV BOX, DIFFUSER, REGISTER) SMOOTH DUCT TRANSITIONS ARE TO TAKE PLACE JUST PRIOR TO DEVICE CONNECTION. REFER TO DETAILS. 15. TRANSITION DEVICES SHALL BE INSTALLED AT MANUFACTURER'S RECOMMENDED POSITIONS. B. MEDIUM PRESSURE DUCT WHERE DUCTWORK IS SPECIFICALLY NOTED AS MEDIUM PRESSURE, IT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS FOR A PRESSURE RATING OF 6 INCHES WATER COLUMN MINIMUM OR GREATER AS REQUIRED BY LANDLORD. 2. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE LANDLORD'S CRITERIA. 3. CONNECTIONS TO THE LANDLORD'S MEDIUM PRESSURE DUCTWORK SHALL BE MADE WITH "LO-LOSS" SADDLE TEE TAPS BY UNITED MCGILL CORP., OR AS OTHERWISE REQU I RED BY THE LANDLORD. 4. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS SECTION, WITH THE EXCEPTION THAT ALL MEDIUM PRESSURE DUCTWORK MUST BE WRAPPED INSULATION, NOT LINED. DIFFUSERS, REGISTERS AND GRILLES A. AIR DEVICES SECTI❑N 233713 I. PROVIDE DIFFUSERS GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE WITH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH AS INDICATED. 2. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. 3. APPROVED MANUFACTURERS: TITUS IS SPECIFIED. NO SUBSTITUTIONS. HVAC EQUIPMENT SECTI❑N 238000 C. HVAC EQUIPMENT REFER TO PLANS FOR REQUIREMENTS. ALL EQUIPMENT SHALL INCLUDE A FIVE (5) YEAR COMPRESSOR AND TEN (10) YEAR HEAT EXCHANGER WARRANTY. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQU IPMENT MUST BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. COMPRESSORS SHALL BE FULLY HERETIC, SCROLL TYPE WITH FACTORY SPRING -SHOCK MOUNTED OR SPRING MOUNTED FOR VIBRATION ISOLATION. ALL COMPRESSORS SHALL HAVE CRANKCASE HEATERS AND SAFTIES FOR HIGH AND LOW HEAD PRESSURES. 4. SECONDARY DRAIN PANS ARE REQUIRED TO BE STAINLESS STEEL AND INSTALLED BENEATH ALL INDOOR AIR CONDITIONING EQUIPMENT. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS, AS REQUIRED. CONDENSATE SHALL BE DIRECTED TO MOP SINK OR AS SPECIFIED ON PLANS. RECEIVED CITY OF TUKWILA RADIANT HEATING UNITS JAN 1 3 23-4 SECTI❑N 238300 BASEBOARD, CABINET, AND UNIT HEATERS PERMIT CENTER WHERE SHOWN ON DRAWINGS PROVIDE ELECTRIC HEATERS COMPLETE WITH ELECTRIC HEATING COIL, CONTROLS, AND INTEGRAL THERMOSTAT. 2 'd' O aoin D= Mit I c0 _ M UOOD T N L..0 z a J a W z 0 0 (/) w 0 W REVISION DIRECTIVE KEY ISSUE DATES 8 8 w Q 0 w a_ LANDLORD DATE: cq w 0 0 I W 0 a_ co < H 11 wa 0 CO co O 0 U a V W LL 6 C3 co CO 0 z ce N Q 62 Z N SCALE: NOTED (LfTQ0 33 PERMITAND4 APPROVAL REQUIRED 13130040115 SEPARATE SHEET M1O1 FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SI-IALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECTEXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS: THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 1 1 1 1 1 � 1 1 II I ; L� J-' /-J�4 I--i 1-4 L ' V i'1 LxJ l--{ �. `1 11 -i--- a. H a. 0 Emonmpmeng 17-1 /--I MECHANCIAL DEMOLITION PLAN 1/4" = 1-0" r-71 IG�J F/AL y Ly I bI�oo33 RECEIVED CITY OF TUKWILA JAN132014 PERMIT CENTER o co oln Q D et x N, o 0 f- - N p I d. o)D M Z 10 Q m J LaJ Z (1) U W z 0 z W I. I PERMIT DATE: NDLORD DATE: J m w 0 0 z J a z 0 -J 0 cn J 0 1� w U EL �Q w �Y w ccZQ wa o co cc co H 0) OZ� V Q CO Ca UW�W LL 1 (0 I -IwMLLJ CO GENERAL NOTES REMOVE ALL ITEMS AS INDICATED ON PLANS (ALL ITEMS SHOWN AS "DARK/DASHED" LINE WEIGI-IT SHALL BE REMOVED). ITEMS SI-101AIN AS "SOLID/LIGHT LINE WEIGHT SHALL REMAIN UNCHANGED. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF DAMAGE CAUSED BY DEMOLITION. C. CONTRACTOR 15 RESPONSIBLE FOR REPAIR OF ANY FIRE PROOFING DAMAGE AS A RESULT OF DEMOLITION. CARE SHALL BE TAKEN DURING DEMOLITION S0 AS NOT TO DAMAGE OR ALTER ANY EXISTING STRUCTURAL MEMBERS OR LANDLORD UTILITIES. THE ARCHITECT AND OWNER'S CONSTRUCTION MANAGER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR 15 DISCLOSED DURING DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM THE SITE, ALL RUBBLE AND DEBRIS CAUSED BY DEMOLITION, AND DISPOSING OF IT IN A PROPER MANNER. F. CONTRACTOR SHALL REVIEW THE EXISTING FACILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED TO INSTALL THE NEW WORK AND INCLUDED ALL RELATED WORK IN THE BID. G CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY UNNOTED EXISTING CONDITION WHICH CONFLICTS WITH HTHEPROJECT REQUIREMENTS AND PR E T RE REMENT MAY REQUIRE MODIFICATION, RELOCATION OR REMOVAL TO COMPLETE THE PROJECT WITHIN 24 HOURS 50 THE NECESSARY DRAWING REVISIONS MAY BE INCORPORATED INTO THE PROJECT REQUIREMENTS. H. REMOVE ALL FASTENERS, BRACKETS, HANGERS, WIRES, ANCHORS, THREADED RODS, CLIPS, ETC. TO BARE STRUCTURE, TYPICAL. I WITHIN (2) DAYS OF COMMENCEMENT OF CONSTRUCTION, OR WITHIN EIGHT HOURS FOLLOWING COMPLETION OF DEMOLITION THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND REPORT TO OWNERS CONSTRUCTION MANAGER ANY DISCREPANCIES IN THE LEASEHOLD DIMENSIONS OR CONFLICTS BETWEEN THE PHYSICAL SPACE AND THE INTENT OF THE WORKING DRAWINGS. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ANY UTILITIES LINES WHICH ARE NOT TO BE DEMOLISHED OR RELOCATED. (IE; THAT SERVE OTHER TENANTS) MECHANICAL PLAN NOTES REMOVE ALL DUCTWORK AND DIFFUSERS DOWNSTREAM OF POINT SHOWN. (CAP DUCT AT T1-1I5 POINT.) (PROTECT 'DUCT OPENING FOR REMAINDER OF DEMOLITION AND CONSTRUCTION FOR FUTURE DUCT CONNECTION,) REMOVE T-STAT AND SENSORS BACK TO UNIT. ALL CONTROLS WIRING AND PANELS SHALL BE DEMOLISHED AS PART OF THIS SCOPE OF WORK. EXISTING PLUMBING FIXTURES, WATER METER, PIPING, WATER HEATER, EXHAUST FAN, ETC. TO REMAIN. ALL FIXTURES SHALL BE CLEANED AND LEFT IN LIKE NEW CONDITION. REPLACE FLUSH VALVES OR TANK FLOAT AND WATER CONTROL DEVICES. VERIFY PROPER OPERATING CONDITION OF WATER HEATER. FIELD VERIFY CONDITION OF ALL FIXTURES AND EQUIPMENT AND COORDINATE REPLACEMENT AS REQUIRED WITH TENANT'S CONSTRUCTION MANAGER. 0 c 0 N Q ce SCALE: NOTED FIELD VERIFY ALL CO \DITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NC SSARY FOR FIE LD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN 1-1I5 BID ALL N CLARIFICATIONS COSTS TO MEET THG E DESIGN INTENT.MADE D BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. ,1111116 GENERAL NOTES u s s ss I I 1-4 I I I I NI LJ L rr -r HIF 11' 1 r1 H 11.1 NI u uhj, i, 1- I lc y TO VAV-3 r S • T - -- I , J 1 , 1 TO VAV-5 J ri IG---mil 1 40) 7•, Xy i' Ay' / .-1 1 Y- 1 CZ 1 1 1 1 Y- I 1 1 1 1 r--1 1---I 1' '1 1 \ 1 IG-�--y ( J L -- r L r L tl J T.. I 1 1 I I I ``\ y 1---a ImP MECHANCIAL DEMOLITION PLAN 1/4" = 1'-0" MECHANICAL PLAN NOTES MI MI MI 3 1 I l / \I LL L I i f1 p I \`��___ '1 1 11 MECHANICAL PLAN SYMBOL LEGEND RECEIVED CITY OF TUKWILA JAN 1 3 2014 PERMIT CENTER N U Z w C0 F- M LO x E w 0 � = O� U M E .E M 1E co to co W (V N W 1:3 OF—JdI i. I•r) O r- o () O co U? v ISSUE DATES w 0 tY w 8 0 LANDLORD DATE: al w Q 0 0 A. REMOVE ALL ITEMS AS INDICATED ON PLANS (ALL ITEMS SHOWN AS "DARK/DASHED" LINE WEIGHT SHALL BE REMOVED). ITEMS 51-1O1AIN A5 "SOLID/LIGHT" LINE WEIGHT SHALL REMAIN UNCHANGED. CONTRACTOR 15 RESPONSIBLE FOR REPAIR OF DAMAGE CAUSED BY DEMOLITION. C. CONTRACTOR 15 RESPONSIBLE FOR REPAIR OF ANY FIRE PROOFING DAMAGE AS A RESULT OF DEMOLITION. D. CARE SHALL BE TAKEN DURING DEMOLITION 50 AS NOT TO DAMAGE OR ALTER ANY EXISTING STRUCTURAL MEMBERS OR LANDLORD UTILITIES.THEARCHITECT AND OWNER'S CONSTRUCTION MANAGER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR 15 DISCLOSED DURING DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM THE SITE, ALL RUBBLE AND DEBRIS CAUSED BY DEMOLITION, AND DISPOSING OF IT IN A PROPER MANNER. G CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY UNNOTED EXISTING CONDITION WHICH CONFLICTS WITH THE PROJECT REQUIREMENTS AND MAY REQUIRE MODIFICATION, RELOCATION OR REMOVAL TO COMPLETE THE PROJECT WITHIN 24 HOURS 50 THE NECESSARY DRAWING REVISIONS MAY BE INCORPORATED INTO THE PROJECT REQUIREMENTS. H. REMOVE ALL FASTENERS, BRACKETS, HANGERS, WIRES, ANCHORS, THREADED RODS, CLIPS, ETC. TO BARE STRUCTURE, TYPICAL. I. WITHIN (2) DAYS OF COMMENCEMENT OF CONSTRUCTION, OR WITHIN EIGHT HOURS FOLLOWING COMPLETION OF DEMOLITION THE CONTRACTOR SHALL CAREFULLY EXAMINE TI-IE SITE AND REPORT TO OWNERS CONSTRUCTION MANAGER ANY DISCREPANCIES IN THE LEASEHOLD DIMENSIONS OR CONFLICTS BETWEEN THE PHYSICAL SPACE AND THE INTENT OF THE WORKING DRAWINGS. J. EXERCISE EXTREME CARE DURING DEMOLITION 50 AS NOT TO DAMAGE OR DISRUPT ANY UTILITIES LINES WHICH ARE NOT TO BE DEMOLISHED OR RELOCATED. (IE; THAT SERVE OTHER TENANTS) 0 I REMOVE ALL DUCTWORK AND DIFFUSERS DOWNSTREAM OF POINT SHOWN. (CAP DUCT AT THIS POINT.) (PROTECT DUCT OPENING FOR REMAINDER OF DEMOLITION AND CONSTRUCTION FOR FUTURE DUCT CONNECTION.) 0 REMOVE T-STAT AND SENSORS BACK TO UNIT. ALL CONTROLS WIRING AND PANELS SHALL BE DEMOLISHED AS PART OF THIS SCOPE OF WORK. ® EXISTING PLUMBING FIXTURES, WATER METER, PIPING, WATTER HEATER, EXHAUST FAN, ETC. TO REMAIN. ALL FIXTURES SHALL BE CLEANED AND LEFT IN LIKE NEW CONDITION. REPLACE FLUSH VALVES OR TANK FLOAT AND WATER CONTROL DEVICES. VERIFY PROPER OPERATING CONDITION OF WATER HEATER. FIELD VERIFY CONDITION OF ALL FIXTURES AND EQUIPMENT AND COORDINATE REPLACEMENT AS REQUIRED WITH TENANT'S CONSTRUCTION MANAGER. SYMBOL DESCRIPTION DESCRIPTION MECHANICAL EQUIPMENT TAG TEMPERATURE SENSOR MECHANICAL EXISTING TO REMAIN �C SUPPLY AIR DIFFUSER GRILLE CONNECT TO EXISTING ATT HIS POINT RETURN AIR GRILLE LIMITS OF DEMOLITION z -J a. Z 0 1 0 W _J 0 0 W 1) T 0 Ln LA 1 I.I.I 0 0_>- (0 a W zQ V UJ a CO = W co O coco0 UWW ›- "II- Cr) r J - w 5 co u 1- SCALE: NOTED 13130040115 CONTRACTOR SHALL REVIEW THE EXISTING FACILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED TO INSTALL THE NEW WORK AND INCLUDED ALL RELATED WORK IN THE BID. EXHAUST FAN MECHANICAL DEMOLITION J—1 BALANCING/vsEpARATEER PERMIT AND SPIN -IN FITTpiPPROvAL R+PCII IRED SHEET MD2.01 SECTION 210500 COMMON WORK RESULTS FOR FIRE SUPPRESSION A. NOTE: I. THE ABBREVIATION OWNER, WHEREVER IT APPEARS IN TI-IE DRAWINGS, SHALL REFER TO "ABERCROMBIE AND FITCH, INC.". ANY REFERENCE TO TENANT'S, OR ABERCROMBIE AND FITCH CONSTRUCTION MANAGER OR FURNISHED BY ANY OF THE ABOVE REFERS TO OWNER. 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 21. 3. THE CONTRACTOR FOR THIS DIVISION OF WORK 15 REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND 15 RESPONSIBLE FOR THE COORDINATION OF THE WORK AND THE WORK OF THE SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT 15 THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 4. THE CONTRACTOR 15 RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THE WORK AND THE WORK OF THE SUB- CONTRACTORS WORK TO COMPLY WITH THE OWNER; SCHEDULE AND THE PROJECT COMPLETION DATE. 5. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS SHALL BE BROUGHT TO OWNER'S ATTENTION. THERE ARE NO SUBSTITUTIONS. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE 51TE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 6. REFER TO RESPONSIBILITY SCHEDULE FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WW1CH MAY AFFECT BID. B. SCOPE OF WORK THE CONTRACTOR MUST USE A LANDLORD APPROVED FIRE PROTECTION CONTRACTOR TO PERFORM ALL FIRE PROTECTION WORK. ALL COSTS MUST BE INCLUDED IN THE CONTRACTORS BID. FIRE PROTECTION CONTRACTOR MUST COMPLY WITH ALL SECTIONS OF THIS SPECIFICATION AND INCLUDE SAME IN BID. RESPONSIBILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE 100% SPRINKLER COVERAGE IN ACCORDANCE WITH EXISTING CONDITIONS, NFPA-I3, LASTEST EDITION ENFORCED BY LOCAL CODES, LANDLORD'S CRITERIA, AND INSURANCE CARRIERS FOR THE MALL. B. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. C. DESIGN DRAWINGS, HYDRAULIC CALCULATIONS, SUBMITTALS AND APPROVALS. D. PERMITS, FEES, AND CHARGES. E. TESTS AND TEST CERTIFICATES. F. FIRE EXTINGUISHERS WITH TAGS. BEFORE STARTING WORK, THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE PROTECTION SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCE'S AND CONFRONTATIONS. CONTRACTOR SHALL USE APPROVED INDUSTRY FIRE SPRINKLER STANDARDS FOR REUSING EXISTING FIRE SPRINKLER BRANCHES AND SUBMIT CALCULATIONS TO HOLLISTER'S CONSTRUCTION MANAGER UPON REQUEST OR REWORK SYSTEM TO OWNER'S CONSTRUCTION MANAGER'S SATISFACTION. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. C. GENERAL REQUIREMENTS I. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR OWNER SHALL BE PROVIDED BY THE CONTRACTOR. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH 15 OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH 15 USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL WORK SHALL BE INSTALLED 50 AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING AND TRADE PRACTICES. 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER 15 MORE STRINGENT. 7. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL, ETC. FOR THE PROPER INSTALLATION OF THE MECHANICAL SYSTEMS. 8. THE CONTRACTOR SHALL VERIFY ALL CLEARANCES PRIOR TO FABRICATION OF ANY WORK. q. THE CONTRACTOR MUST HAVE A SENIOR FOREMAN WITH A MINIMUM OF FIVE YEARS PROJECT MANAGEMENT AND COMMISSIONING EXPERIENCE. 10. CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, PIPING AND DUCTWORK, NOT BEING USED OR SHOWN TO REMAIN, 15 FULLY REMOVED AND NOT ABANDONED. I1. COORDINATE THE EXTENSION, MODIFICATION, FINAL CONNECTION AND TESTING OF ALL UTILITIES OR INTERFACED SYSTEMS WITH THE LANDLORD'S FIELD REPRESENTATIVE. 12. PROVIDE ACCESS FOR ALL LANDLORD AND TENANT EQUIPMENT INSPECTION AND/OR SERVICE THAT ARE LOCATED WITHIN THE OWNER'S SPACE OR REQUIRE SERVICE ACCESS THROUGH THE OWNER'S SPACE. IN AS -BUILT DOCUMENTS, LABEL ACCESS DOORS AND PANELS, 24x24 MECH. GRILLES UTILIZED FOR ACCESS WITH TI-IE NAME OF THE EQUIPMENT ACCESSIBLE AT THAT POINT. DEMONSTRATE ACCESS TO ALL LANDLORD HIDDEN EQUIPMENT FOR THE LANDLORD'S FIELD REPRESENTATIVE PRIOR TO CLOSING IN THE CEILING. D. CODES 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, 'NFPA CODES, ENERGY CODES AND ALL OTHER, APPLICABLE CODES AND REQUIREMENTS. THE CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THE CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT 15 ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY OWNER TO THE CONTRACTOR. E. LICENSES, PERMITS, INSPECTIONS & FEES . THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO 1-1I5 WORK. 2. FURNISH TO THE OWNER CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. F. TRADE NAMES, MANUFACTURERS AND SUBMITTALS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 2. CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO OWNER CONSTRUCTION MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR OWNER'S CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL CONTRACTOR AND THE SUB- CONTRACTOR SHOWING THAT THEY WAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. 3. PROVIDE 6 COPIES, OF SHOP DRAWINGS, PRODUCT DATA, EQUIPMENT CUTS, PERFORMANCE CURVES, SOUND DATA, DIMENSIONS, SERVICE CLEARANCE REQUIREMENTS, WEIGHTS, ETC. FOR ALL SCHEDULED EQUIPMENT, FIXTURES, DEVICES, ETC. 4 ONE (1) ELECTRONIC COPY MAY BE PROVIDED AT CONTRACTOR'S OPTION FOR SUBMITTAL. 5. PROVIDE TWO COPIES OF OPERATION AND MAINTENANCE MANUAL FOR EACH PIECE OF EQUIPMENT, INCLUDING CONTROL DIAGRAMS, INTERNAL WIRING DIAGRAMS, ETC. TO THE LANDLORD AND TENANT (4 COPIES TOTAL), ALL BOUND INTO 3-RING BINDERS. EACH BINDER SHALL INCLUDE WARRANTIES, STORE NAME, NUMBER, ADDRESS, INSTALLING CONTRACTOR, AND SERVICE CONTACT INFORMATION. G. GUARANTEE I. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY OWNER'S CONSTRUCTION MANAGER. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. 2. OWNER SHALL PROVIDE A COMPLETE 12 MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT PROVIDED BY OWNER, INC. AND OWNER VENDORS. THE CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO ADDITIONAL MONEYS SHOULD BE INCLUDED IN THE BID. H. RECORD DRAWINGS 2. I. J. 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM ` CONTRACT DRAWINGS, SUCH AS: A. LOCATION OF CONCEALED PIPING AND VALVES. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. B. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED C. EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF THE MOST RECENT SET OF DRAWINGS WITH TEMPERATURE CONTROL DRAWINGS INCLUDED SHALL BE STAMPED "DO NOT REMOVE" AND SHALL BE PLACED IN A DRAWING TUBE LOCATED NEXT TO THE ELECTRICAL PANEL. SEE ARCHITECTURAL DRAWINGS FOR EXACT TUBE LOCATION. DISCREPANCIES IN DOCUMENTS DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE CONTRACTOR IN WRITING, PRIOR TO SUBMITTAL OF BID. THE CONTRACTOR 15 RESPONSIBLE TO ADVISE OWNER'S CONSTRUCTION MANAGER, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, OWNER CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. PHASING REQUIREMENTS THE CONTRACTOR IS TO INCLUDE IN THE BID ALL NECESSARY SERVICE REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S HVAC, PLUMBING, STANDPIPE AND SPRINKLER SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE IN WRITING WITH OWNER'S CONSTRUCTION MANAGER AND THE LANDLORD ONE WEEK PRIOR TO ANY SHUT DOWN OF THE HVAC, PLUMBING STAND PIPE OR FIRE PROTECTION SYSTEMS. K. DEMOLITION I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK. 2. THE CONTRACTOR SHALL INCLUDE, AND WILL BE WELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING FIRE PROTECTION AND ASSOCIATED EQUIPMENT NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITW THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES AND EQUIPMENT PRIOR TO REMOVAL. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL. L. SLEEVES THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S I. RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, 50 AS TO RETAIN THE FIRE RATING. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. M. FINAL INSPECTIONS I. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, OWNER SHALL HAVE AN INDEPENDENT CONTRACTOR INSPECT THE FINISHED INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS. A. I . HANGERS AND SUPPORTS SECTION 21052G1 HANGERS AND SUPPORTS HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK 15 NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO SUBJECT TO LANDLORD CRITERIA. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4 HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE D1 ELECTRICALLY SEPARATED. 5 PROVIDE DOUBLE LOCK NUTS ON ALL TREADED RODS. 6. SEE SHEET M1.02 FOR SEISMIC HANGER DETAILS AND SPEC IFICAITONS. B. PIPE HANGERS HANGER SCI-IEDULE COPPER PIPING - TYPE 'L' PIPE SIZE ROD SIZE MAX. SPACING THRU 3/4 I N 3/8 6 1 I N 3/5 6 1 I /4 1 N 3/8 8 1 I /2 I N 3/8 8 2 IN 3/8 q 2 1/2 IN 1/2 q 3 IN 1/2 10 4 IN 1/2 10 HANGER SCHEDULE - STEEL PIPING PIPE SIZE ROD SIZE MAX. SPACING FOR WATER MAX. SPACING FOR STEAM, GAS OR AIR IN 3/8 7 q 1 I/4 IN 3/8 10 q 1 1/2 1N 3/8 10 q 2 IN 3/8 10 13 2 I/2 IN 1/2 12 13 3 IN 1/2 12 15 4 IN 5/8 14 17 IDENTIFICATION PIPING AND EQUIPMENT SECTION 210553 A. LABELS/PIPE MARKERS FURNISH AND INSTALL PIPE IDENTIFICATION MARKERS ON ALL PIPES INSTALLED UNDER THIS CONTRACT. MARKERS SHALL BE A MINIMUM OF I-I/2" X 8" AND IDENTIFIED IN ACCORDANCE WITH THE BACKGROUND AND LETTER COLORS ISSUED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). MARKERS SHALL BE MANUFACTURED BY CHAMPION AMERICA INC. 800-521-7000, OR EQUAL. 2. PIPING SHALL BE -IDENTIFIED AS FOLLOWS: MAIN, DRAIN AND DIRECTION OF FLOW ARROWS. ALL IDENTIFICATIONS MUST BE VISIBLE AT EQUIPMENT. NET PIPE SPRINKLER SYSTEMS SECTION 211313 A. EQUIPMENT AND INSTALLATION SPRINKLER HEADS: A. ALL SPRINKLER HEADS SHALL BE NEW (HEADS IN EXISTING STORES ARE NOT TO BE REPLACED UNLESS NOTED OTHERWISE). HEADS SHALL BE U.L., F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY CENTRAL SPRINKLER CO., GLOBE, GRINNELL, RELIABLE, STAR, OR VIKING. B. ALL SPRINKLER HEADS SHALL BE RATED FOR 165°F UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. C. ALL SPRINKLER HEADS ARE TO HAVE A FACTORY APPLIED COLOR FINISH. VERIFY HEAD TYPES AND COLORS WITH HOLLISTER CONSTRUCTION MANAGER AND SUBMIT WITH SPRINKLER DRAWINGS FOR PERMIT. D. SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: 1. "SALES" AREA SPRINKLER HEADS ARE TO BE FLAT OR MATTE BLACK UPRIGHT PENDANT HEADS WITH FLAT OR MATTE BLACK ESCUTCHEON. BASED ON RELIABLE AND ALTERNATE MAY BE VIKING OR GRINNELL AND MUST BE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER PRIOR TO ORDERING AND ANY INSTALLATIONS. ALL EXPOSED PIPING SHALL BE PAINTED BLACK IN COLOR AND MUST BE COORDINATED WITH ALL TRADES. 2. "NON -SALES" AREA SPRINKLER HEADS ARE TO BE WHITE UPRIGHT PENDANT HEADS WITH WHITE ESCUTCHEON. BASED ON RELIABLE AND ALTERNATE MAY BE VIKING OR GRINNELL. 3. "NON -SALES" OFFICE AND LAVATORY AREA SPRINKLER HEADS ARE TO BE SEMI RECESSED TYPE WITH WHITE ESCUTCHEON. 4. "MALL BULKHEAD" AREA SPRINKLER HEADS ARE TO BE FULLY CONCEALED ADJUSTABLE SCREW TYPE WITH WHITE COVER PLATE. 2. PIPING: A. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, WELDED AND SEAMLESS, ANSI B-36-10-70 FOR WROUGHT STEEL PIPE. B. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. C. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. D. VICTUALIC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY CODE AND THE LANDLORD. E. ALL SPRINKLER PIPING THAT IS EXPOSED SHALL BE CLEANED it PRIMED FOR PAINT APPLICATION. 3. A FIRE PROTECTION SYSTEM TAP 15 NORMALLY FURNISHED BY THE LANDLORD. VERIFY IN FIELD PRIOR TO BID. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK" AREAS. COMPLY WITW LANDLORD'S DESIGN CRITERIA AND LOCAL CODES IF MORE STRINGENT. PIPE SIZING SHALL BE BASED ON NFPA 13 ORDINARY HAZARD CLASSIFICATION. 4. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH LIGHTS, DUCTS, PIPES, STORAGE DECK, ETC. FIRE PROTECTION CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS INDICATING THE LOCATIONS OF ALL SPRINKLER HEADS, SPRINKLER LINES, LIGHTS, DIFFUSERS, GRILLES AND REGISTERS PRIOR TO INSTALLATION. 5. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF THIS DESIGN. RELOCATE ALL MAINS AND BRANCHES INTERFERING WITH CEILING HEIGHTS, EQUIPMENT, AND MAJOR COMPONENTS INCLUSIVE OF ADJACENT TENANTS AND MALL COMMON AREAS. REMOVE ALL UNUSED PIPING. 6. FURNISH AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR INSURANCE CARRIER. COORDINATE LOCATION WITH LOCAL FIRE PROTECTION OFFICIAL PRIOR TO ROUGH IN. 7. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD, AUTHORITIES HAVING JURISDICTION, AND HOLLISTER'S CONSTRUCTION MANAGER. SPRINKLER HEADS LOCATED IN CEILINGS OR WALLS BELOW 8'-0" ABOVE THE FINISHED FLOOR AND ABOVE STORAGE DECKS ARE TO BE CONCEALED. FURNISH AND INSTALL 10 LB. TYPE "ABC" FIRE EXTINGUISHERS, WITH CABINETS IF REQUIRED, AND AT LEAST A "2AIOBC" RATING. LOCATIONS TO BE ESTABLISHED IN THE FIELD BY THE LOCAL FIRE PROTECTION OFFICIAL. MAXIMUM TRAVEL DISTANCE BETWEEN EXTINGUISHERS SHALL BE 75 FEET OR LESS AS REQUIRED BY LOCAL CODES. 10. SPRINKLER CONTRACTOR IS RESPONSIBLE FOR THE ENTIRE SPRINKLER SYSTEMS. WATER TIGHT INTEGRITY UNTIL SUCH TIME AS HOLLISTER OCCUPIES THE FACILITY. ANY WATER DAMAGE PRIOR TO THIS TIME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. II. PROVIDE SPRINKLER HEADS (UP RIGHT) ABOVE THE CEILING IN CONCEALED SPACES HAVING EXPOSED COMBUSTIBLE CONSTRUCTION. 12. ALL FIRE PROTECTION EQUIPMENT ESSENTIAL TO SUCCESSFUL SYSTEM OPERATION SHALL BE UL LISTED FOR FIRE PROTECTION SERVICE. 8. q. 13. ALL VALVES CONTROLLING WATER SUPPLIES SHALL BE PROVIDED WITH TAMPER SWITCHES (SEE NOTE E). 14. THE FIRE SPRINKLER SYSTEM SHALL BE SUPERVISED BY AN APPROVED CENTRAL STATION, PROPRIETARY STATION, OR REMOTE STATION MONITORING SYSTEM IN ACCORDANCE WITH N.F.P.A. 72, AND LOCAL AUTHORITY HAVING JURISDICTION. 15. THE FIRE PROTECTION CONTRACTOR SHALL COORDINATE WIRING OF ALL ELECTRICAL FIRE PROTECTION DEVICES AND EQUIPMENT WITH THE ELECTRICAL AND/OR FIRE ALARM CONTRACTOR. ALL FIRE ALARM WIRING BY ELECTRICAL CONTRACTOR. ALL DEVICES SHALL BE FURNISHED AND INSTALLED BY THE FIRE PROTECTION CONTRACTOR. I. THE FIRE PROTECTION CONTRACTOR SHALL COORDINATE THE LAYOUT OF THE FIRE PROTECTION SYSTEM WITH ALL TRADES AND ARCHITECTURAL REFELECTED CEILING PLAN PRIOR TO INSTALLATION. 17. THE FIRE PROTECTION CONTRACTOR SHALL CENTER (WITHIN I") ALL PENDENT SPRINKLER HEADS INSTALLLED IN ACOUSTICAL LAY -IN CEILING TILES. ALL SPRINKLER HEADS IN CEILINGS SHALL BE SYMMETRICAL WITW LIGHTING AND AIR DEVICES. SPRINKLER HEADS ARE REQUIRED ABOVE THE CEILING IN ALL AREAS OF CONCEALED SPACES. 18. A LANDLORD APPROVED FIRE PROTECTION CONTRACTOR SHALL BE EMPLOYED BY THE MECHANICAL CONTRACTOR TO PERFORM ALL SPRINKLER SYSTEM MODIFICATIONS iq. PROVIDE 0.5. it Y. VALVE, FLOW SWITCH AND TAMPER SWITCH AT CONNECTION(5) TO LANDLORD'S SPRINKLER MAIN. 20. WHENEVER POSSIBLE ALIGN SPRINKLER HEADS WITH LIGHT FIXTURES, AIR DEVICES AND TO CENTER OF TILE. THE PATTERN IN EACH ROOM SHALL BE CONSIDERED INDEPENDENT OF OTHER ROOMS. 21. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING HEIGHTS AND GENERAL COORDINATION. 22. ROUTE ALL PIPING AROUND ELECTRICAL PANELS. COORDINATE WITH ELECTRICAL CONTRACTOR. 23. PROVIDE SPRINKLER HEADS GUARDS IN ALL LOCATIONS SUBJECT TO DAMAGE. 24. THE INTENT OF THIS PLAN 15 TO INDICATE THE GENERAL LAYOUT OF THE SPRINKLER HEAD LOCATIONS. FIRE PROTECTION CONTRACTOR 15 RESPONSIBLE FOR THE EXACT LOCATION OF ALL SPRINKLER HEADS AND TYPES OF HEADS USED. 25. SPRINKLER PIPES FEEDING COVERAGE BELOW STORAGE DECKS ARE TO BE FED BY ROUTHING LINES DOWN FULL HEIGHT WALLS AROUND PERIMETER OF DECK. FULL OPEN CLEARANCE OF STORAGE DECK IS TO BE MAINTAINED. 26. HYDRAULIC DESIGN CRITERIA FOR LIGHT HAZARD AREAS: DENSITY: DESIGN AREA: MAX SPRINKLER COVERAGE: DRY SYSTEM) HOSE DEMAND: 100 GPM DURATION: 30 MINUTES 0.10 GPM/SQ. FT MOST DEMANDING 1500 SQ. FT. 225 SQ. FT./HEAD (130 SQ. FT. FOR 27. ORDINARY HAZARD (GROUP 2) AREAS: DENSITY: DESIGN AREA: MAX SPRINKLER COVERAGE: HOSE DEMAND: DURATION: 0.20 GPM/SQ. FT MOST DEMANDING 1500 SQ. FT. 130 SQ. FT./HEAD 250 GPM 60 MINUTES 28. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE HYDROSTATICALLY TESTED A5 REQUIRED BY THE RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. SYSTEM SHALL SNOW NO SIGNS OF LEAKAGE OR OTHER DEFECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, OR TO ITS CONTENTS, PEOPLE, ETC., CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY HIM. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT THE CONTRACTOR'S EXPENSE. FIRE DETECTION AND ALARM A. FIRE DETECTION AND ALARM I. STANDARDS AND CODES TO BE OBSERVED INCLUDE BUT ARE NOT NECESSARILY LIMITED TO THE FOLLOWING: NFPA 72, NFPA 101, NEC, STATE AND LOCAL REQUIREMENTS OF THE LOCAL FIRE AUTHORITY, BUILDING CONTROL OFFICER, BUILDING INSURERS AND LANDLORD REQU I REMENTS. 2 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, SUPPLY, INSTALLATION, CONNECTION, TESTING, COMMISSIONING AND SETTING TO WORK OF THE COMPLETE AND FULLY OPERATIONAL FIRE DETECTION AND ALARM CONTROL SYSTEMS. 3. TI-IE COMPLETE AND FULLY OPERATIONAL FIRE DETECTION AND ALARM SYSTEM INCLUDING POWER SUPPLIES AND SYSTEM INTERFACES TO PROVIDE EARLY WARNING OF THE PRESENCE OF FIRE TO PROTECT LIFE AND/OR PROPERTY. 4. A NETWORK OF ANALOGUE ADDRESSABLE FIRE ALARM DEVICES AND PANEL SHALL BE PROVIDED IN` ALL AREAS OF THE FIT -OUT SCOPE OF WORKS. 5. EACH SYSTEM SHALL INCLUDE MANUAL PULL STATIONS, PHOTO ELECTRIC SMOKE DETECTORS, IONIZATION SMOKE DETECTORS, HEAT DETECTORS, MAGNETIC DOOR HOLDERS, INTERFACES WITH MECHANICAL SYSTEMS, INTERFACES WITH AUDIO VISUAL EQUIPMENT AND INTERFACES WITH ACCESS CONTROL SYSTEM. 6. THE FIRE ALARM SHALL INCLUDE AUDIO / VISUAL UNITS LOCATED THROUGHOUT THE FIT -OUT TO PROVIDE ALARM SYSTEMS IN LINE WITW ADA AND ALL APPLICABLE CODES. 7. MAIN FIRE CONTROL PANEL SHALL BE LOCATED AT REAR OF FIT -OUT WITH A FULL LCD PANEL RECESSED INTO THE WALL. THE MAIN FIRE ALARM PANEL SHALL INCLUDE A STANDBY BATTERY BACKUP. 8. FACILITIES SHALL BE PROVIDED TO ALLOW THE FIRE ALARM SYSTEM TO BE REGULARLY TESTED WITHOUT OPERATING SPECIFIC INTERFACES SUCH AS THE A/V SHUT OFF AND THE MECHANICAL SYSTEMS. q. AUTOMATIC FIRE PROTECTION SHALL BE PROVIDED BY A COMBINATION OF SMOKE (IONIZATION AND OPTICAL), HEAT AND BEAM DETECTORS CHOSEN TO SUIT THE ENVIRONMENTAL CONDITIONS WITHIN THE SPACE TO BE PROTECTED. 10. ALL DEVICES SHALL NAVE INTEGRAL SHORT CIRCUIT ISOLATION AND A UNIQUE ADDRESS GENERATED BY THE MAIN FIRE ALARM PANEL. II. WHEN THE FIRE ALARM 15 ACTIVATED, THE MAIN MECHANICAL SYSTEMS (AIR HANDLING PLANT, CONDENSERS, FAN COIL UNITS, EXTRACT FANS) WILL BE SHUT DOWN VIA A SIGNAL FROM THE FIRE ALARM PANEL TO THE ASSOCIATED MECHANICAL CONTROL PANELS, THE ACCESS CONTROLLED DOORS SHALL BE SIGNALED TO RELEASE THE DOORS, AND AUDIO SYSTEMS SHUT DOWN. 12. ALL FINAL CONNECTIONS TO THE LANDLORD'S FIRE ALARM SYSTEM SHALL BE MADE BY THE LANDLORD'S FIRE ALARM SYSTEM CONTRACTOR. THIS CONTRACTOR SHALL ALLOW TO MAKE ALL NECESSARY ARRANGEMENTS AND MAKE ALL PAYMENTS FOR THE FINAL CONNECTION. 13. THIS CONTRACTOR SHALL WIRE THE INTERCONNECTING CABLING FROM THE OWNER'S FIRE ALARM PANEL TO THE LANDLORD INTERFACE AND THE SPRINKLER FLOW SWITCH - MAKING FINAL CABLE TERMINATIONS AND CONNECTION AT BOTH ENDS OF THE CABLING. RECEIVED CITY OF TUKWILA JAN 1 3 2014 PERMIT CENTER 1j oor) 3 3 SEPARATE PERMIT AND APPROVAL REQUIREIL CHESTNUT Lf) x O O E 0 U a a) a) 0 E t c 1 I. a1F-� 8 O w 0 ce w a. NDLORD DATE: m H 0 0 CD Q 1- tQ V U w CL 0 V w 0 C CL LIU CC 0 to 1 w 0 a >- 0 < 1 CC wO- D 00 _ CC CO OZ cnva _> U-I-- -wow -p01 er JLLICOW C7 CO CD SCALE: NOTED 13130040115 SHEET FP1.00 DESIGN CRITERIA: 1 DESIGN AND INSTALLATION SHALL COMPLY WITI-I THE REQUIREMENTS OF THE O.B.G., N.F.P.A. 13, AND ALL AUTHORITIES HAVING JURISDICTION. 2 BID PLAN LAYOUT IS FOR SCHEMATIC PURPOSES ONLY. WORKING PLANS AND HYDRAULIC CALCULATIONS SHALL BE PREPARED, SUBMITTED, AND APPROVED PRIOR TO INSTALLATION, BY THE FIRE PROTECTION CONTRACTOR. PLANS SHALL INCLUDE ALL ITEMS LISTED IN N.F.P.A. 13, SECTION 14.1.3. 3 WATER SUPPLY DATA: THE FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR CONDUCTING A CURRENT FLOW TEST TO OBTAIN CURRENT WATER SUPPLY DATA FOR USE IN THE HYDRAULIC CALCULATIONS. 4 ORDINARY HAZARD (GROUP II) AREAS: DENSITY: 0.2 GPM/SQ. FT. DESIGN AREA: MOST DEMANDING 1500 SQ. FT. (MOST DEMANDING 1500 SQ. FT. FOR DRY SYSTEM) MAX. SPRINKLER COVERAGE: 130 SQ. FT./HEAD 5 SPRINKLER HEADS IN ROOMS WITH FINISHED CEILINGS SHALL BE SEMI -RECESSED PENDANT TYPE (UNLESS NOTED OTHERWISE) WITH TEMPERATURE RATING IN ACCORDANCE WITH NFPA 13 (BASED UPON EXPECTED NORMAL AMBIENT TEMPERATURES). SEE SPECIFICATIONS FOR HEAD AND ESCUTCHEON REQUIREMENTS. 6 SPRINKLER HEADS IN ROOMS WITH NO CEILINGS SHALL BE UPRIGHTS, WITH TEMPERATURE RATING IN ACCORDANCE WITH NFPA 13 (BASED UPON EXPECTED NORMAL AMBIENT TEMPERATURES). SEE SPECIFICATIONS FOR HEAD REQU I REMENTS. FIELD VERIFY ALL CONDITIONS DESIGN. DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL .VISIT • THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT • TO INSPECT EXISTING FIELD -CONDITIONS. THIS CONTRACT SHALL INCLUDE .ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR. OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. TOP BEAM HANGERS N.T.S. • ALL FIRE PROTECTION PIPING HUNG FROM BUILDING STRUCTURE SHALL BE HUNG FROM THE TOP OF THE STRUCTURAL MEMBER USING A TOP -BEAM CLAMP TYPE HANGER EQUAL TO GRINNELL FIG. 93. 0 HANGER COMPONENTS NOTES; 1 TOP BEAM CLAMP. 2 SET SCREW. 3 HEX NUT. 4 ALL THREAD ROD. 5 ADJUSTABLE HANGER RING. \ao ' \tia FIRE PROTECTION PLAN 1/4" = 1'-0" GENERAL NOTES MECHANICAL PLAN NOTES LEGEND 003 RECEIVED CITY OF TUKWILA JAN 13 2014 PERMIT CENTER Nr0 a0CD Q-Mco x M O 03 S ON r cc Z CD -J w z 0 0 ce 0 (!) w Z_ z w W W �N -015 tr) 0 p t N U CO (n c w 1- 0 1- a. 0 0 w a w 1- 0 0 Z —J 0- Z 0 U w 1- 0 c a_ w cc u 0 L0 1) T w V 0. co < 1— cc w a 0 CO CC CO 1 O co0Q Yo=� V W ? O mt c94112 a)co z ce 0 Ct L c2 z N 0 0, A. REMOVE ALL ITEMS AS INDICATED ON PLANS (ALL ITEMS SHOWN AS "DARK/DASHED" LINE WEIGHT SHALL BE REMOVED). ITEMS SHOWN AS "SOLID/LIGHT" LINE WEIGHT SHALL REMAIN UNCHANGED. B. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF DAMAGE CAUSED BY DEMOLITION. C. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY FIRE PROOFING DAMAGE AS A RESULT OF DEMOLITION. D. CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OR ALTER ANY EXISTING STRUCTURAL MEMBERS OR LANDLORD UTILITIES. THE ARCHITECT AND OWNER'S CONSTRUCTION MANAGER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCLOSED DURING DEMOLITION. G. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY UNNOTED EXISTING CONDITION NH1CH CONFLICTS WITH THE PROJECT REQUIREMENTS AND MAY REQUIRE MODIFICATION, RELOCATION OR REMOVAL TO COMPLETE THE PROJECT WITHIN 24 HOURS SO THE NECESSARY DRAWING REVISIONS MAY BE INCORPORATED INTO THE PROJECT REQUIREMENTS. H. REMOVE ALL FASTENERS, BRACKETS, HANGERS, WIRES, ANCHORS, THREADED RODS, CLIPS, ETC. TO BARE STRUCTURE, TYPICAL. I. WITHIN (2) DAYS OF COMMENCEMENT OF CONSTRUCTION, OR WITHIN EIGHT HOURS FOLLOWING COMPLETION OF DEMOLITION THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND REPORT TO OWNERS CONSTRUCTION MANAGER ANY DISCREPANCIES IN THE LEASEHOLD DIMENSIONS OR CONFLICTS BETWEEN THE PHYSICAL SPACE AND THE INTENT OF THE WORKING DRAWINGS. O CONTRACTOR SHALL DEMOLISH EXISTING SPRINKLER HEADS AND RELOCATE BRANCH LINES PER SPACING REQUIREMENTS IN NFPA 13 ORDINARY HAZARD (GROUP II) DESIGN CRITERIA. O EXISTING SPRINKLER HEADS IN EXISTING RESTROOM SHALL REMAIN. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. SYMBOL DESCRIPTION SYMBOL DESCRIPTION OB SEMI RECESSED SPRINKLER HEAD WITH BLACK FINISH SMOKE DETECTOR, AREA SEMI RECESSED SPRINKLER HEAD WITH WHITE FINISH EXISTING SPRINKLER HEAD FIRE ALARM STROBE FIRE ALARM HORN/STROBE TEST STATION, DUCT SMOKE DETECTOR FIRE ALARM PULL STATION 13130040115 E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM THE SITE, ALL RUBBLE AND DEBRIS CAUSED BY DEMOLITION, AND DISPOSING OF IT IN A PROPER MANNER. F. CONTRACTOR SHALL REVIEN THE EXISTING FACILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED TO INSTALL THE NEW WORK AND INCLUDED ALL RELATED WORK IN THE BID. J. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ANY UTILITIES LINES WWI CH ARE NOT TO BE DEMOLISHED OR RELOCATED. (IE; THAT SERVE OTHER TENANTS) x O DUCT MOUNTED SMOKE DETECTOR '413F1 FIRE ALARM BOOSTER PANEL (E) EXISTING SEPARATE SHEET FP2.00 FIELD VERIFY, ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. DESIGN CRITERIA: I DESIGN AND INSTALLATION SHALL COMPLY W I TH THE REQUIREMENTS OF THE 0.B.C., N.F.P.A. 13, AND ALL AUTHORITIES HAVING JURISDICTION. 2 BID PLAN LAYOUT IS FOR SCHEMATIC PURPOSES ONLY. WORK I NG PLANS AND HYDRAULIC CALCULATIONS SHALL BE PREPARED, SUBMITTED, AND APPROVED PRIOR TO I NSTALLAT I ON, BY THE FIRE PROTECTION CONTRACTOR. PLANS SHALL INCLUDE ALL ITEMS LISTED IN N.F.P.A. 13, SECTION 14.1.3. 3 WATER SUPPLY DATA: THE FIRE PROTECTION CONTRACTOR 15 RESPONSIBLE FOR CONDUCTING A CURRENT FLOW TEST TO OBTAIN CURRENT WATER SUPPLY DATA FOR USE IN THE HYDRAULIC CALCULATIONS. 4 ORDINARY HAZARD (GROUP I I ) AREAS: DENS I TY : 0 .2 GPM/SQ. FT. DESIGN AREA: MOST DEMANDING 1500 SQ. FT. (MOST DEMANDING 1500 SQ. FT. FOR DRY SYSTEM) MAX. SPRINKLER COVERAGE: 130 SQ. FT./HEAD 5 SPRINKLER 1-IEA DS IN ROOMS W I TH FINISHED CEILINGS SHALL BE SEMI -RECESSED PENDANT TYPE ( UNLESS NOTED °THERA I SE) W I TH TEMPERATURE RATING IN ACCORDANCE W I TH NFPA 13 (BASED UPON EXPECTED NORMAL AMBIENT TEMPERATURES). SEE SPEC I F I CATIONS FOR HEAD AND ESCUTCHEON REQUIREMENTS. 6 SPRINKLER HEADS IN ROOMS IA1 1 TH NO CEILINGS SHALL BE UPR I GHTS, W I TH TEMPERATURE RATING IN ACCORDANCE W I TH NFPA 13 (BASED UPON EXPECTED NORMAL AMB I ENT TEMPERATURES) . SEE SPEC I F I CAT I ONS FOR HEAD REQUIREMENTS. GENERAL NOTES TOP BEAM HANGERS N.T.S. • ALL FIRE PROTECTION PIPING HUNG FROM BUILDING STRUCTURE SHALL BE HUNG FROM THE TOP OF THE STRUCTURAL MEMBER USING A TOP —BEAM CLAMP TYPE HANGER EQUAL TO GRINNELL FIG. 93. 0 HANGER COMPONENTS NOTES; 1 TOP BEAM CLAMP. 2 SET SCREW. 3 HEX NUT. 4 ALL THREAD ROD. 5 ADJUSTABLE HANGER RING. t,# I ‘0,,,Aza0 \ • AMISMIDERElk. • 11 • I — .. •:: tt, FIRE PROTECTION PLAN 1/4" = T-0" R CITY JA CEIVED F TUKWILA 1 3 e44 PER IT CENTER MECHANICAL PLAN NOTES LEGEND 0 w L.L.1 :2: :2: LLI (f) N 14) F— Lr) D z x E 0 0 cn c.L.1 g 0 E E a 8 0 F— CC LLI 0 LANDLORD DATE: BID DATE: a_ 0 w 0 cc w cc L4? 0 to CL < LU D- O a) cc co I— ILI op I- 0 H u) a) 0- 0 —I -LLJW ›- w• < 11.1 uj Z.6 A. REMOVE ALL ITEMS AS INDICATED ON PLANS (ALL ITEMS SHONN AS "DARK/DASHED" LINE WEIGHT SHALL BE REMOVED). ITEMS SHOWN AS "SOLI D/L I GHT " LINE VIE I GHT SHALL REMAIN UNCHANGED. B. CONTRACTOR 15 RESPONSIBLE FOR REPAIR OF DAMAGE CAUSED BY DEMOLITION. C. CONTRACTOR 15 RESPONSIBLE FOR REPAIR OF ANY FIRE PROOFING DAMAGE AS A RESULT OF DEMOLITION. D. CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OR ALTER ANY EXISTING STRUCTURAL MEMBERS OR LANDLORD UTILITIES. THE ARCH 1 TECT AND OWNER'S CONSTRUCTION MANAGER SHALL BE NOT I F I ED IMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCLOSED DURING DEMOLITION. E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM THE SITE, ALL RUBBLE AND DEBRIS CAUSED BY DEMOLITION, AND DISPOSING OF IT IN A PROPER MANNER. F. CONTRACTOR SHALL REV I EN THE EXISTING FAG I LI TY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED TO INSTALL THE NEW WORK AND INCLUDED ALL RELATED WORK IN THE BID. G. CONTRACTOR Si-1ALL NOTIFY ARCH 1 TECT OF ANY UNNOTED EXISTING CONDITION NI-11CH CONFLICTS W I TH THE PROJECT REQUIREMENTS AND MAY REQUIRE MODIFICATION, RELOCATION OR REMOVAL TO COMPLETE THE PROJECT W I TH I N 24 HOURS SO TI-IE NECESSARY DRAW I NG REVISIONS MAY BE I NCORPORAT ED INTO THE PROJECT REQUIREMENTS. H. REMOVE ALL FASTENERS, BRACKETS, HANGERS, WIRES, ANCHORS, THREADED RODS, CLIPS, ETC. TO BARE STRUCTURE, TYPICAL. I W I TH I N (2) DAYS OF COMMENCEMENT OF CONSTRUCTION, OR W I TH IN El GI-4T HOURS FOLLOW I NG COMPLETION OF DEMOLITION THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND REPORT TO OWNERS CONSTRUCTION MANAGER ANY DISCREPANCIES IN THE LEASEHOLD DIMENSIONS OR CONFLICTS BETWEEN THE PHYSICAL SPACE AND THE INTENT OF THE WORKING DRAW I NGS. J. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ANY UTILITIES LINES WHICH ARE NOT TO BE DEMOLISHED OR RELOCATED. (IE; TI-1AT SERVE OTHER TENANTS) 0 CONTRACTOR SHALL DEMOLISH EXISTING SPRINKLER HEADS AND RELOCATE BRANCH LINES PER SPACING REQUIREMENTS IN NFPA 13 ORDINARY 1-IAZARD (GROUP II) DESIGN CRITERIA. 0 EXISTING SPRINKLER HEADS IN EXISTING RESTROOM SHALL REMAIN. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. SYMBOL DESCRIPTION SYMBOL DESCRIPTION SEMI RECESSED SPRINKLER 11EAD WITH BLACK FINISH SMOKE DETECTOR, AREA o SEMI RECESSED SPRINKLER HEAD WITH WHITE FINISH FIRE ALARM STROBE EXISTING SPRINKLER HEAD FIRE ALARM HORN/STROBE TEST STATION, DUCT SMOKE DETECTOR FIRE ALARM PULL STATION DUCT MOUNTED SMOKE DETECTOR (E) FIRE ALARM BOOSTER PANEL SEPARATE PERMIT AND APPROVAL 13130040115 SHEET EXISTING REQUIRED FP2.01