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HomeMy WebLinkAboutPermit D14-0062 - GILLY HICKS - TENANT IMPROVEMENTGILLY HICKS 457 SOUThCENTER MALL D14-0062 Parcel No: Address: Citv 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: htto://www.TukwilaWA.eov DEVELOPMENT PERMIT 9202470010 Permit Number: D14-0062 457 SOUTHCENTER MALL Project Name: GILLY HICKS Issue Date: 4/25/2014 Permit Expires On: 10/22/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, TX, 92013 RANDY OWENS Phone: (817) 714-9511 124 MCMAKIN RD , BARTONVILLE, TX, 76226 ROYAL SEAL CONSTRUCTION INC Phone: (817) 491-6400 124 MCMAKIN RD , BARTONVILLE, TX, 76226 ROYALSC093RJ Expiration Date: 1/4/2016 TENANT FUNDED DESCRIPTION OF WORK: CONSTRUCT NEW GLASS/ALUMINUM STORE FRONT SYSTEM WITH ENTRY DOORS. RELOCATE EXISTING REAR EXIT DOOR FROM TEH SALES AREA TO THE NON -SALES AREA TO EXISTING BACKDOOR. EXISTING STOCKROOM, CEILING, LIGHTING, AND HVAC TO REMAIN. Project Valuation: $100,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Fees Collected: $2,577.02 Type of Construction: VB 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:d�/ //V I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: We,/ Date: y' 2-1- /V This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 5: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 6: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 9: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 10: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not Tess than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 11: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 12: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 13: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 16: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 14: 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). 17: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2328. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL PANEL.) 19: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 18: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 20: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 23: Post address on storefront per approved Westfield standards. 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 26: ***BUILDING PERMIT CONDITIONS*** 27: 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. 28: 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. 29: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 30: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 31: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 32: 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. 33: 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). 34: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 35: 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. 36: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING arroFiyannt4 Co awilitybevelopmm!Dgomrxa t Pub& Works Department Permit Center 6300 Southcenter Blvd; Suite 100 7hrtwilq WA 98i88 http://www.TukwjitWA goy .Building Permit No. Project No. Date Application Accepted: . Date Application Expires (fore only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be oonspiete in order to be accepted for plan review. Applications wilt not be accepted through the mail or by fix. **Please Prim** SITE LOCATION Wes tfi ld Southcenter Mal Co Assessor's Tax No.: site Address: - ?• Southcenter P rr 'is r I/ Snite.Number: 1550 Tenant Items G i l ly fucks New Tenant PROPERTY OWNER Name: Westfield Corp, Inc. Adc 11601 Wilshire Blvd, 12th fl ':Las Angeles ate: CA ZIP 90025 CONTACT PERSON -person receiving all project Name +Address: City: State Zip: Phone: $-/%J 7/7 _ 13 // Entail: GENERAL CONTRACTOR 1NPORMATION' CompanyName: Royal Seal Conktruttion Address; t 21-f tet iivk R-D, C"6/3071,044 V t e.4 J state: f zG 2 2.4 Phone: 817-4 91-64 0 0 Fax e 7 ConReg No. XoeiilLSC 091 R sup Date:,+ 4^ `6 Tukwila Business License No.: Bccr^ 4 Floor. 1 of 3 .....Yes [ No ARCWTECT OF RECORD Company Nantes Architect Names William E. Abbot Address: 130 E. Chestnut St. #302 City: Columbus State: O8 443215 Phone: 614-461.-0101 Fax:614-461-1107 Er=ii: babbot@abbots audios .com ENGINEER OF RECORD. Company Name: EngineerNarne: Soradej Thimdit Address: 130 E. Chestnut ST. #303 itY Columbus StateOR Zip:4327 5 Phone:614-224-3331 Fax n/a Freon' sthimvi t ess—mep. com LENDER/BOND ISSUED (required for projects $5,000 or greater perRCW 19.27095) Name Address: may: States: Zip: J xiApptaOo.dwtimtApdiaaionwlie0o7l AypiodmOP.n*Appessase UAW-{All.doa Revised: Anal20ll OR Page 1 of 4 BUII.DDNG PERMIT INFORMATION-206.431.367o Valuation ofProject (contractor's bid price): $ 1061 00c2. Do Describe the scope of work (please provide detailed information). Construct new glass/aluminum storefront system with entry doors. INstall new 2x4 lighting in sales area. Install new HVAC diffusers. RElocate existing rear exit door from the sales area to non -sales area to existing back door. Existing lays to reamin. stt-ew in stockroom ceilinc� , lighting, and HVAC to remain Win tlr� nsame storage? LJ.....Yes-t*j..No If yes, a separate permit and plan submittal will be required, Existing Building Valuation: $ Provide All Building Areas in Square Footage Below Existing , Interior Remodel Addition to Existiog S New Type of Construction per Type of Occupancy IBC per I" Floor 9,900 9.900 rt/a n/a IIB M 2P floor "7 Flom �. Floors. tbxu Basement' Accessory Sty` Attached Garage + Detached Garage Attached Carport Detached Carport - Covered Del.* Uncovered Deck PLANNING DIVISION: Single family building footprint (area ofthe foundation of all strucscues, phis any decks over l8 Inches and ove hmgs greater than 18 inches) *For an Accessory dwelling provide the following: Lot Mee (sq 8): Floorage 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 Q....... Yes t:..„... No If"yes", explain; FIRE PROTECTION/HAZARDOUS M TERIALSL [a .......Sprinkleri Automatic Fite Alarm Q..—None Q'.....»other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Q._ Yes `yes ; attach list of materials and storage locations on aseparate 8-1/2"x 11 "paper sgg quantities and Material! ty ..»No If Sa181Y1�ragreets. SEPTIC SYSTEM ❑.......On -site Septic System- For on -site septic system, provide 2 copies ea euarnt sepdc desiga approved by King County Health Department. HAAppliegianWormpAPWi one Onto'diouAppkodlnoslPealApp ion Buried..aiblLdoa xavw* Ms=2orl. an Paget of4 PUBLIC WORKS main INFORMATION- 206-433-0119 Scope of Work (please provide detailed information): Call before you Dig: 811 IntilSe refer to Public Works BaBethe #1 for fees and esdxnate sheet. 0.- WaterDistrict 11125 0 -Maar Availability Provided s gdavii; El -.Sews Use Certificate 0 .. Ifigbline 0-Valley View 0 .. Renton 0-Seer AvaiMbility Provided O Renton O Seattle Septc Svstrm O On -site Septic System - For on -site septic system, provide 2 copies of a entreat septic design approved by King County Health Department. pehmitted with Imarkkexes whicb onelvk ..• .Civil Plass (Maxhmaza Paper Size- re x 34°) 0 -Teelmical Information Report (Storm Drainafie) 0 _ Geotechnical Repeat 0-Traffic Impact Analysis D.-Bond 0 - Insurance 0.. Basement(s) 0.. Maintenance Agreement(s) 0 ...Hold Handess - (SAO) 0 -,Hohl Hannless - (ROW) Prooesed Activities heart( boxes that arolvk 011 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Rigli-of-way Use No Disturbance ...Constroction/Excavation/Fill - Right-of:Ave 0 Non Right-of-way 0 0 ...Total Cm cubic yards 0.. Work in Flood Zone 0 ...Total Fill cubic yards 0 .. Storm Drainage 0 .. Right-of•way Use- Profit for less than 72 hours 0 Riaid-okvay - Potential Distinbance 0 -Sanitary Side Sewer a - Abandon Septic Teak 0.. Geste Intaceptor 0 ...Cap or Remove Utilities 0.. Curb Cut 0 .. Chamelization 0 -Frontago Improvemetts 0 .. Pavement Cut 0.. Trench Excavation 0 ...Traffic Control 0 ..Looped Foe Line 0.. Milky Undergrmusding 0...Backdow Prevention - Fun Protection " Irrigation t, Domesdo Water 0 -.Permanent Water Meter Size.- ,, WO 0 0 ...Temporaty 'Water Meter Si.. ,, WO* 0 ...Water Only Meter Si-.--.-. ,, WO # 0 -Deduct Water Meter Size 0 -.Sewer Main Extension.. —...-Public 0 Private 0 0 -Water Main Extension —....-..Pnbfie 0 Private 0 FINANO3 INFORMATION Fire Line Size at Property Line Meg •••••••••••.....• Number ofPublic Fite Hydrant(s) 0 -.Water 0 ...Sewer 0 ...Sewage Treatment Monday Service Billing to; Name: Day Telephone: Mailing Address: City Shea Name: Day Telephone: Meiling Address: City Slate ZIP 14.1ApphoseeeitPenneApplieetioss Oe thie12011 Apocaonaleemk Aeptieeket Reviled 44414= twist* Moo 2031 bh Page 3 of 4 PERMIT APPLICATION NOTES Value of Construction -In all cascs„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 cogent the schedules. Expiration of Plan Review — Applications for which no permit is issued within 18O days following the date of application shall expire by limitation. The Building Official may grant one or mom extenasona of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 1053.2International Building Code (cured edition). 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED 11 1S APPLICATION AND KNOW 'DIE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASIIINGTON, AND I AM AUTHORIZED TO APPLY FOR THJS PERMIT. BUILDING OW7 OR AMMO' 4 ►'_ GENT: Signature: 1 Print Name: a-►A� Mailing Address- P-171 PlA HAAppaonian RmsrAppympat On UW2011 Appronnoana& it Appliation.Revned- 54.11 do= Rewind' Anew 2011 ba Date: )f/a/ /f Day Tel ne: / 7) 7N-- QS- t % City State Zip Page of Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID $1,517.75 PERMIT FEE WASHINGTON STATE SURCHARGE R000.322.100.00.00 B640.237.114 $1,513.25 $4.50 TECHNOLOGY FEE $75.66 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1929 R000.322.900.04.00 $75.66 $1,593.41 Date Paid: Friday, April 25, 2014 Paid By: MICHAEL W SHENEMAN Pay Method: CREDIT CARD 02039C Printed: Friday, April 25, 2014 11:37 AM 1 of 1 SYSTEMS 0 4 Ens Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID 983,1 $98 $983.61 $983.61 $983.61 D14-006 ress:' 'UTI Apn: 9202470010 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R1325 R000.345.830.00.00 6 Date Paid: Tuesday, February 25, 2014 Paid By: ROYAL SEAL CONSTRUCTION, MIKE Pay Method: CREDIT CARD 05349C Printed: Tuesday, February 25, 2014 12:38 PM 1 of 1 SYSTEMS Egress lighting for Gilly Hicks Space Page 1 of 1 Egress lighting for Gilly Hicks Space Wayne Johnson [wjohnson@us.westfield.com] Sent: Friday, May 30, 2014 3:23 PM Dte.)_ 006 To: Richard Spriggs Richard, Per our conversation yesterday any upcoming tenant will be responsible to update (per their new layout) the egress lighting, sprinkler coverage, fire alarm devices in accordance to the local jurisdiction having authority. Wayne Wayne E. Johnson, AIA, LEED AP Project Manager / Tenant Coordination Westfield, LLC 2800 Southcenter Seattle, WA 98188 Cell: 206.714.3485 http: //www. royalseal. com/owal?ae=Item&t=IPM.Note&id=RgAAAABv510PbANL Sos%2f... 6/ 1 /2014 INSPECTION RECORD 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 pro(t' t ( (i t e {� Type of (IN) 01 AtldrFs. Q A ` Date Called: Special Instructions: bateanted.I" -. / t j `..j p.m. Requester: Phone No: --OSSZ '1 JApproved per.applicable codes. 1._J Corrections required prior to approval. COMMENTS: I PJ PSG' d •* ( "_ so- !y 1)c 10 RP»vmoJ s hell , I ...if s:r, "PQim. ' ap-vit p Jeff /l-' 41 e Date: CTION FEE REUWRED. Prior o next inspection. fee must be 6300 S6uthcentei Blvd.. Suite 1 0. Catt to schedule reinspection. INSPECTION RECORD 4 Retain a co with permit �.�jOb copy PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ProG,//t, /I £S T Su3� ^404(h. /i "1 Address: 7 m4 / / Date Calle ...L. /3 Special Instructions: Date Wanted: 3 -- -- /y a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: p 1 4. / nr — clJ ls/P r ins Date: _a 3 INSPECTION FEE R=QUtRED4 Prior to next inspection. fee must be aid at 6300 Southcent Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMI NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: -1LLFtlei< Type of Inspection: Add ess: 1 rn 4 Date Call �j `t ` Special Instructions: Date Wanted: a. Requmtter:" Ipproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: In Dat 6 i P ION FEE REQUIR D. Prior to xt inspection, fee must be t 0 Southcenter Blvd., Suite 100. ll to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER }y _ OQ L /Y-F- Q3Y PERMITNUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ,k(/ t.-(--,t.(c c Type of In pection: Address: I Contact ersonc Suite #: 9 S-4- SC- Special Instructions: Phone No.: proved per applicable codes. COMMENTS: ri Corrections required prior to approval. Needs Shift Ins ction: Sprinklers: Fire Alarm Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: / y Hrs.: /_ a Ti $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: T.F.D. Form F.P. 113 LT z INSPECTION REC RD Retain a copy with permit Dig oo 46 1Gi S /v1 INSPECTION NUMBER C 4Y OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 PERMIT NUMBERS Project j % # s L TypeInspection: - Address. S .7 Suite #: S • C . r `141- L Contact Person: Special Instructions: Phone No.: A -Approved per applicable codes. COMMENTS: Se _ nCorrections required prior to approval. Needs Shift Ipspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: P' a -Fire: Permits: ,,= ' " `� ,- Occupancy Type: Inspector:/ pact fA �r, `S� Date: g'' � 7 /G, Hrs.: 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 AtM: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 Zip: T.F.D. Form F.P. 113 tin vvasnington Mate tnergy code compliance rorms for commercial, group R1, and > 3 story R2 and R3 Interior Lighting Summary - Space -by -Space LTG-INT-SPACE 2012 Washington State Energy Code Compliance Forms for Commercial, Group RI, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address Westfield Southcenter,Space *1550 Date 2/10/2014 633 Southecenter PKWY For Building Department COPY Use '1 Seattle, WA 98188 FILE Applicant Name: GILLY HICKS Permit Maximum Allowed Lighting Wattage �o. Location (plan #, room #, or ALL) Space Type* Allowed Watts per ft2 Uross Interior Area in ft2 Watts Allowed - (watts/ft2x area) Warehouse: Medium/bulky material 0.58 10135 5878 None None None None Atrium** Enter $night: Retail Display Allowance from LOT-INT-DISPLAY * 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 Witt. 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 Non -Sales 4' Single Tube Fluorescent 31 32 992 Sales 4' Double Tube Fluorescent 53 64 3392 Sales LED Downlight 4 52 208 • Retail Display Lighting from LGT-XNT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 4592 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 1p e.NLet trxture blank. REVIEWED FOR CODE COMPLIANCE APPROVED APR 01 2014 City of Tukwila BUILDING DIVISION CITY OF TUKWILA FEB 2 5 2014 PERMIT CENTER DW- OcX,2 2012 Washington State Energy Code Compliance Forms for Commercial, Group RI, and > 3 story R2 and R3 Interior Lighting Summary LGT-SUM 2012 Washington State Energy Code Compliance Forms for Commercial, Group RI, and > 3 story R2 and R3 Revised June 2013 Project Info Irutiail,,iwiiii OM/ Project Address Westfield Southcenter,Spaca #1550 Date 2/10/2014 r.. 633 Southecenter PKWY For Building Department Use Seattle, WA 98188 APPliGagitaarTICGILL RX S Applicant Address: Applicant Phone: Project Description ❑ New Building 0 Addition ❑ Alteration ❑ Plans Included Lighting Compliance Path Q Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Interior Lighting Compliance Option 0 Building Area Method Q Space -by -space Method Interior Lighting System Description Briefly describe lighting system type and features. Existing retail tenant being demolished to empty vanilla box. Existing lighting system to be removed with existing 4' fluorescent lights being redistributed for temporary lighting. Existing lighting in space = 39,257 watts New temp lighting in space = 1088 watts Additions and Change of Space Use (C101.4.3 & C101.4.4) ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project ❑ Addition area or Change of Space Use area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use scope. Provide applicable 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 Space -by -space Method (LTG-INT-SPACE) Compliance Form. Document existing total wattage in space and proposed existing) lighting wattage of project scope Provide (including ❑ 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 (C405.2.2.1), and commissioning of lighting controls per C405.13. ❑ Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting conttls per C40613. ❑ No changes are being made to the interior lighting and space use not changed. • 2012 Washington State Energy Code Compliance Forms for Commercial, Group RI, and > 3 story R2 and R3 Interior Lighting Summary LGT-SUM 2012 Washington State Energy Code Compliance Forms for Commercial, Group RI, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address Westfield Southcenter,Space #1550 Date 2/10/2014 633 Southecenter pKwy For Building Department Use FILE COPY ...— Seattle, WA 98188 Applicant Name: DILLY HICKS Applicant Address: Applicant Phone: Project Description ❑ Plans Induded I IN New Building ❑ Addition ❑ Alteration Lighting Compliance Path Q Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Interior Lighting Compliance Option 0 Building Area Method Q Space -by -space Method Interior Lighting System Description Briefly describe lighting system type and features. Existingretail tenant beingdemolished to empty vanilla system to be removed with existing 4' fluorescent IigI'ts temporary lighting. Existing lighting in space = 39,257 watts New temp lighting in space = 1088 watts box. Existing lighting bkentioaltyptIR CODE COMPLIANCE APPROVED APR 01 201k Additions and Change of Space Use (C101.4.3 & C101.4.4) • ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone Project ❑ Addition area or Change of Space Use area is combined with existing building lighting systems to dING compliance with all applicable provisions Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use lighting controls per C405.2 and commissioning of lighting controls per C405.13. City of Tukwila DIVISION Form. Document maximum scope. Provide applicable 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 Space -by -space Method (LTG-INT-SPACE) Compliance Form. Document existing total wattage in space and proposed existing) lighting wattage of project scope Provide (including ❑ 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 (C405.2.2.1), and commissioning of lighting controls per C405.13. ❑ Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. ❑ No changes are being made to the interior lighting and space use not changed. RECEIVED CITY OF TUKWILA MAR 2 0 2014 PERMIT CENTER CORRECTION LTR#. D114-- 00(o2. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior Lighting Summary - Space -by -Space LTG-INT-SPACE 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address Westfield Southcenter,Space #1550 Date 2/10/2014 633 Southecenter rxwy For Building Department Use Seattle, WA 98188 Applicant Name: GILLY Rums Maximum Allowed Lighting Wattage Location (plan #, room #, or ALL) Space Type* Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) Warehouse: Medium/bulky material 0.58 10135 5878 None None None None " Select Table C405.5.2(2) category from drop down menu. " For atriums, indicate heightAllowed 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 Non -Sales 4' Single Tube Fluorescent 31 32 992 Sales 2x4 Double Tube Fluorescent 53 84 4452 sales LED Donnlight 4 52 208 Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 5652 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. William E. Abbot, AIA Architect March 7, 2014 Mr. Bill Rambo City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite #100 Tukwila, WA 98188 RE: Gilly Hicks-457 Southcenter Mall 633 Southcenter Parkway Seattle, Wa. 98188 Development permit Application Number, D14-0062 Dear Mr. Rambo; The following is an Revision Submittal Sheet to your plan review correction letter dated March 4, 2014. 1) We have revised our construction documents to install a 2x4 lay -in ceiling to maintain the malls common return air plenum 2) 2012 Washington Energy Forms attached 3) A seismic detail was added to sheet A2.00 for reinforcing the lay -in ceiling grid. 4) Door and hardware specification added to sheet A1.01 If you have any questions, please contact us. Sincerely; William Abbot Architect 130 East Chestnut Street, Suite 302, Columbus, Ohio 43215-2543 phone: 614.461.0101 fax: 614.461.1107 City of Tukwila Department of Community Development March 04, 2014 Jim Haggerton, Mayor Jack Pace, Director RANDY OWENS 124 MCMAKIN RD BARTONVILLE, TX 76226 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0062 GILLY HICKS - 457 SOUTHCENTER MALL Dear RANDY OWENS, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. This plan indicates the previous suspended ceiling plenum system to remain removed to create an open ceiling effect. The suspended ceiling was part of a return plenum for this portion of the mall which serves other adjacent tenants as well. The plan does not show how that return air plenum shall be mitigated to preserve the return air for all spaces affected by this ceiling removal. Another concern is the potential for contaminants or dust filtering over to other portions of the existing plenum system during the construction phases. Unfortunately it was not understood at the review of the previous demo permit the intention was to have the ceiling permanently removed to create a final finished open ceiling for new tenants. Therefore one of two methods shall be required to proceed with this permit. Provide a method for mitigating the return air plenum system that serves not only this space but all other adjacent spaces either by a ducted return air system or provide a plan to show the ceiling returned to the original plenum ceiling system. 2. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). 3. If the plan is to remain with the hanging light fixtures, provide a detail with specifications to show how the lights shall be seismically secured or stabilized and how they shall be attached to the structure above. 4. Provide complete door specifications and hardware specifications for the new door at the hallway to the bathrooms. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, r3PS'N Bill Rambo Permit Technician File No. D14-0062 r'ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0062 PROJECT NAME: GILLY HICKS DATE: 03/20/2014 SITE ADDRESS: 457 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: eve, But ding Division Public Works %=-)-19-i Fire Prevention Structural Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/25/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 04/22/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/ 18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0062 PROJECT NAME: GILLY HICKS DATE: 02/25/2014 SITE ADDRESS: 457 SOUTHCENTER MALL X Original Plan Submittal _ram_ Response to Correction Letter Revision # ion # before Permit Issued after Permit Issued DEPARTMENTS: S Corr?-‘ 2 '� Building Division ■ Fire Prevention . abs iWA Lf Public Works Avk AlAt 3-4-(1 Structural 1t" M - 7'11 Planning Division II Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approvaUreview required) DATE: 02/27/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 03/27/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only �t CORRECTION LETTER MAILED: l�` "'1�-' Lk Departments issued corrections: B1dg2 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: n 1' V 1 1 Plan Check/Permit Number: DH-oo(p2, ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: nr,t,RwItit MAR 2 0 2014 egFiM1T CENTER L 'l e7n N M Vim)o 4 0 w. x-, Phone Number: Summary of Revision: to Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: tonAJ Entered in TRAKiT on C:\Users\jennifer-m\DesktopUtevision Submittal Form.doc ROYAL SEAL CONSTRUCTION P`T' Page 1 of 2 0 Washington State Department of Labor & Industries ROYAL SEAL CONSTRUCTION INC Owner or tradesperson COLLEY, KENNETH EUGENE Principals COLLEY, KENNETH EUGENE COLLEY, SCOTT ACOLLEY, ROBIN CCORPORATION SERVICE COMPANYSMITH, DONNA LEA (End: 01/03/2012)MITCHELL, JAMES S (End: 10/01/2009)C T CORPORATION SYSTEM (End: 10/01/2009) 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 DONNA L SMITH KENNETH EUGENE COLLEY; ROBIN CHERYL COLLEY; 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=601234119&LIC=ROYALSC093RJ&SAW= 04/25/2014 SYMBOL LEGEND GENERAL INFORMATION MALL SITE PLAN SCOPE OF WORK PLAN DETAI L PLAN SECTION SECTION DETAIL FINISH MARK CEILING HEIGHT CEILING FINISH ELEVATION NUMBER ELEVATION SHEET NUMBER NEW DOOR FINISH FLOOR ELEVATION ASV. CONC. SLAB FIN GLGHGT CLGFIN +X" CATAGORY FINISHES REF. FINISHES WALL FINISH P-# "BASE FINISH VB-# FLOOR FINISH FC-# CEILING FINISH P-# \DOOR FINISH P-# SEE FINISH SCHEDULE SHEET A1.01 CODED NOTE OO DOOR IDENTIFICATION O NORTH DESIGNATION EXISTING DOOR KEY TO ABBREVIATIONS 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/108C 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. 9. 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 NORDSTROM D El 1L macy*s 0 14. BLEARS i•-So ❑ 0 0 I PI tam GILLY HICKS SPACE #1550 LEVEL 1 OF 3 00000 0 Vela %tip y-. 1- rA-) JCPenney MALL HOURS ABV . ACRY A.C.S. A.F.F. A.H.J. ALUM. ASSY. B.A.S. B.C. BLK'G. BD. BOT. ABOVE ACRYLIC ABOVE CONCRETE SLAB ABOVE FINISH FLOOR AUTHORITY 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. EA. E..S. E.C. ELEV. El FS EQ. E.PS. EXT. EMT. FIN. F.D. FL. D. FL. F.O. F.R. F.R.P. G.C. W.B. H.C. HIGT. 1-I.M. HORIZ. R. DIMENSION DISABLED DRAWINGS) EACH ELECTRONIC ARTICLE SURVEILLANCE ELECTRICAL CONTRACTOR ELEVATION EXTERIOR INSULATED FINISH SYSTEM EQUAL EXPANDED POLYSTYRENE EXTERIOR ELECTRIC METAL TUBING FINISH FIELD DETERMINED FLOOR DRAI N FLOOR FINISHED OPENING FITTING ROOM FIBERGLASS REINFORCED PANEL GENERAL CONTRACTOR GYPSUM WALL BOARD HANDICAP HEIGHT HOLLOW METAL HORIZONTAL HOUR I NT. INTERIOR L.L. L.D. L/L LEASE LINE LANDLORD DIRECTIVE LANDLORD MFR. M.O. MAX. M ECH . M.C. M.D.F. M.D.O. MTD. MTL. MIN. MISC. N.I.C. N.T.S. N.P. MANUFACTURER MASONRY OPENING MAXIMUM MECHANICAL MECHANICAL CONTRACTOR MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY OVERLAY MOUNTED METAL MINIMUM MISCELLANEOUS NOT IN CONTRACT NOT TO SCALE NEUTRAL PIER OSM OWNER SUPPLIED MATERIAL O.C. ON CENTER P. P.C. PLYWD. PREFIN. R REQ' D. R.O. REF. SECT. S1-IT. SIM. SQ. STL. STRUCT. ST. O. TEMP. TI-1RU. TYP. U.N.0. V.I.F. VERT. V.C. W/ W/0 ND. WC PLATE PLUMBING CONTRACTOR PLYWOOD PREFINISHED RADIUS REQU I RED ROUGH OPENING REFERENCE SECTION SHEET SIMILAR SQUARE STEEL STRUCTURE STRUCTURAL OPENING TEMPERATURE THROUGI-1 TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD VERTICAL VOLUME CONTROL WITH WITHOUT WOOD TOI LET WING` nwT A C' S 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. NAND 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 RIGHT 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. 9. 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 CODE SYNOPSIS/ PROJECT DATA LANDLORD REVIEW COMMENTS UPDATED ELECTRONIC FILES FOR THIS PROJECT CAN BE VIEWED OR DOWNLOADED FROM THE DIGITAL PLANROOM AT i..twu.J.fr'onklinimaging.com. VENDORS AND CONTRACTORS CAN CALL FRANKLIN IMAGING TO SET UP USER NAME AND PASSWORD (614) 565-6894. STORE TYPE: LOCATION: LEVEL: GILLY HICKS WESTFIELD SOUTI-ICENTER SPACE #1550 1 OF 3 EXISTING BUILDING OCCUPANCY USE GROUP: MERCANTILE M EXISTING CONSTRUCTION CLASSIFICATION: 11B EXISTING SEISMIC DESIGN CLASSIFICATION: CATEGORY: D APPLICABLE CODES: BUILDING: 2012 IBC (STATE BUILDING CODE, NAC 51-50) MECHANICAL: 2012 IMC (STATE BUILDING CODE, WAG 51-52) PLUMBING: 2012 UPC (STATE BUILDING CODE, NAC 51-56 * 51-57) ELECTRICAL: 2011 N.E.C. FIRE: 2012 IFC (STATE BUILDING CODE, NAC 51-54) FUEL GAS: 2012 IMC (NFPA 58*54)(STATE BUILDING CODE, WAG 51-42) ENERGY: 2012 NASHINGTON STATE ENERGY CODE, COMMERCIAL PROVISIONS (CHAPTER 51-11C WAC) ACCESSIBILITY: ICC/ANSI A117.1-200q ACCESSIBILITY REQUIREMENTS: ACCESSIBLE TO THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH BARRIER FREE DESIGN GUIDELINES SET FORTH IN THE (2012 ADA GUIDELINES) OCCUPANT LOAD 8,505/30 = 284 NON -SALES 1, 485/300 = 5 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 TOI LET: 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 NALL - (1) HOUR MALL SERVICE CORRIDOR DOOR - `1'. LABEL (60 MINUTE) EXISTING TO REMAIN SPRINKLERED: APPROVED Avrom I`iC SPRINKLER S°r5TEr-i EXISTS, MODIFICATIONS TO ADJUST HEADS IN THIS PROJE: T . SMOKE EVACUATION SYSTEM: N/A EGRESS REQUIREMENTS: (1) EXITS REQUIRED - (1) EXITS PROVIDED TRAVEL DISTANCE: 200 FT. MAX. MOTE: NO CHANGE IN OCCUPANCY CLASSIFICATION FOR SPACE #1550 USE GROUP RETAIL, TYPE Ile (FULLY SPRINKLERED--PROTECTED) EXIT / EGRESS OCCUPANT LOAD - 2a9 LEVEL - I OF 3 S E PA RATE PERMIT REQUIRED FOR: echanical Electrical E 1umbing Eas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. VOTE: Revisions will require a new plan submittal and may include additional plan review fees. SUMMARY: THE FOLLOWING SET OF CONSTRUCTION DOCUMENTS REPRESENTS THE LANDLORDS REQUIRED IMPROVEMENTS FOR A FUTURE TENANT. THE EXISTING RESTROOMS TO REMAIN. THE WORK RELATES TO INSTALLING AS FOLLOWS: ARCHITECTURAL WORK: PROVIDE NEW STOREFRONT AND SALES NON -SALES NALL. ALL REMAINING FINISHES AFFECTED BY CONSTRUCTION WILL BE MADE GOOD. MEP WORK: PROVIDE SALES AND NON -SALES AREA LIGHTING. MODIFY EXISTING HVAC, FIRE ALARM AND FIRE SUPPRESSION SYSTEMS FOR THE NEW SPACE. NO SPECIAL INSPECTIONS ARE REQUIRED FOR THIS PROJECT. THE PREVIOUS TENANTS WORKS WERE DEMOLISHED PER DEMOLITION PERMIT #D-140033 REVIEWED F.OR `L±DE COMPLIANCE APPROVED APR 01 2014 Cityf Tukwila okw u BUILDING DIVISION 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 DAN COMPTON 614.283.6720 CONSTRUCTION MANAGER MIKE MORGAN 614.283.6284 GLOBAL PROCUREMENT BRAND MANAGER DAN I EL GROVE: 614.283.7535 LANDLORD/OWNER WESTFIELD CORPORATION, INC. 11601 WILSHIRE 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, NA 918188 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 EMAIL: D SCH U MACH E R@ABBOTST U D I OS.COM ENGINEER OF RECORD SORADEJ THIMDIT, P.E. 130 E. CHESTNUT ST., SUITE 303 COLUMBUS, 01-110 43215 CONTACT: SORADEJ TNIMDIT X153 STHIMDIT@ESS-MEP.COM (614) 224-3331 PHONE (614) 221-0808 FAX INDEX OF DRAWINGS AREA CALCULATIONS BUILDING DEPARTMENT REVIEW COMMENTS 03/13/14: 1. A 2X4 LAY -IN CEILING WILL BE INSTALLED TO PROVIDE THE MALL'S REQUIRED COMMON RETURN AIR PLENUM SYSTEM. 2. 2012 WASHIINGTON ENERGY CODE LIGHTING COMPLIANCE INCLUDED. 3. SEISMIC DETAIL ADDED FOR LAY -IN CEILING. SHEET A2.00 4. ADDED DOOR D2 TO DOOR SCHEDULE WITH HARDWARE SPECIFICATION. This tenant space shall not be occupied until a Building Permit for Tenant Improvement (TI) has been completed with final inspections. t*i-e'vsc % //al if ;45 /M% 44,4 7:1" ARC1-I ITECTURAL A1.00 TITLE SHEET A1.01 SPECIFICATIONS/FINSSI-I/DOOR SCHEDULES A1.30 EXISTING CONDITIONS FLOOR PLAN AND NOTES A1.31 EXISTING CONDITIONS REFLECTED CEILING PLAN A1.40 CONSTRUCTION BARRICADE DETAILS A2.00 CONSTRUCTION/LIGHTING PLANS A2.01 CONSTRUCTION/LIGHTING PLANS A2.10 STOREFRONT PLAN AND ELEVATION A2.11 . STOREFRONT SECTIONS ELECTRICAL E1.00 ELECTRICAL SPECIFICATIONS E1.10 ELECTRICAL POWER RISER AND LOAD SUMMARY E2.00 POWER AND LIGHTING PLAN E2.01 POWER AND LIGHTING PLAN MEC1-VAN I CAL M1.00 M1.01 MD2.00 MD2.01 MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS MECHANICAL DEMOLITION PLAN MECHANICAL DEMOLITION PLAN FIRE PROTECTION FP1.00 FP2.00 FP2.01 FIRE PROTECTION SPECIFICATIONS FIRE PROTECTION PLAN -- FIRE PROTECTION PLAN FILri COPY Permit No. . •:.o+.a:. 2 Plan review approval is subject to Woisandomissions. & }7cva! of construction documents does not authorize !h, +d ation of any adopted code or off. Receipt fit approved Field Co and condlions fl edged: By ' 2° 4Zfe;�/ 111it, Dalla � L ,2a/y .. City Off BUILDING DIVISION EXISTI G GROSS LEASED AREA - 9, 990 SQ.FT. SALES LEASED AREA - ON -SALES LEASED AREA - 8, 505 SQ.FT. 1, 485 SQ. FT. LIN EAR FOOTAGE OF STOREFRONT - 61 I L.F. ISSUE DATES LANDLORD DATE: RECEIVED CITY OF TUKWILA 02-10-2014 BID DATE: MAR 2 0 2014 XX-XX-XXXX PERMIT DATE: PERMIT CENTER 01-09-2014 REVISIONS A INDICATES REVISION TO SHEET ON DRAWING INDEX REV. NO. DATE COMMENTS 03-13-14 PER B.D. COMMENTS co REGTION a REV! SI0N 1.7)1REC' IVE - LANDLORD DIRECTIVE - BUILDING DEPARTMENT DIRECTIVE - TENANT DIRECTIVE - CON`rRAcToR DIRECTIVE LTR# ARC' WILLIA M EDf=ARD AE CO T STATE OF WASHINGTON i. Et y v y' g tJ ivy IT! - I�I�� j SECTION 01 10 00 - SUMMARY PART 1 - GENERAL 1.1 PROJECT CONSISTS OF DEMOLISHING A DILLY NICKS RETAIL STORE TO A "WHITE BOX" CONDITION. DEMOLITION INCLUDES ALL TENANT WALLS, CEILINGS, FINISHES, WVAC 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 WE DRAWINGS AND SPECIFICATIONS, OR ANY OF THE CONTRACT DOCUMENTS, THE CONTRACTOR, BEFORE PROCEEDING WITH TIE 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 (OSM) 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 TaE 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 NE 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 1 - GENERAL 1.1 TNIS 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 STALL 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 NAVE BEEN UTILIZED IN CONJUNCTION WITH 1415 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 TI-IE DRAWINGS: A. DEMOLITION AND REMOVAL OF SELECTED PORTIONS OF A BUILDING OR STRUCTURE. 7NE 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. B. 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 WAVING JURISDICTION 6. 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 IS NOT EXPECTED TWAT 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 IS 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 7NE 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 TI-IE 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 SO 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. DO 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, SUN 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 TWAT 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 WEATIERTIGHT ENCLOSURE FOR BUILDING E(TERIOR. 1. WHERE HEATING OR COOLING IS NEEDED AND PERMANENT ENCLOSURE IS NOT COMPLETE, PROVIDE INSULATED TEMPORARY ENCLOSURES. COORDINATE ENCLOSURE WITN VENTILATING AND MATERIAL DRYING OR CURING. REQUIREMENTS TO AVOID DANGEROUS CONDITIONS AND EFFECTS. D. TEMPORARY PARTITIONS: ERECT AND MAINTAIN RUSTPROOF 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 ANT) TRANSPORT DEBRIS IN A MANNER TNAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. 1. REMOVE DEBRIS FROM ELEVATED PORTIONS OF BUILDING BY CHUTE, HOIST, OR OTHER DEVICE THAT 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 NE EXTENT AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS: I. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CU T T!NG METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE NAND 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. IN 3. DO NOT USE CUTTING T'ORCIES WITHOUT PROPER CUTTING WORK AREA 15 CLEARED OF FLAMMABLE MATERIALS BEFORE USING TT G 70RCNES. 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 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. 3. 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. A. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. B. 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 RFCI. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. GENERAL: PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON -SITE. B. 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: I. 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 70 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 4 APPLICATION PROCESS (FOLLOW VENDORS INSTALLATION INSTRUCTIONS AND SAFETY INSTRUCTIONS AS PROVIDED ON PRODUCT LABELS) PART 2 - PRODUCTS A. PRIMER, UZIN PC 260 #14015 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 SNOT -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 SNORT TERM EXPOSURE TO WATER - USE TI-IE 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 SNAKE 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 1 3/4 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 TINE 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 NE 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 TIE PROCESS USING A FOAM SQUEEGEE TO REMOVE THE RINSE WATER FROM TIE 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 TIE RINSING AND SCRUBBING UNTIL TIE SURFACE 15 CLEAN. KEEP THE AREA CLEAN PRIOR TO THE APPLICATION OF THE SEALER. B. APPLICATION: APPLY WHEN AIR TEMPERATURE 1S 50'-q0' AND RELATIVE HUMIDITY IS 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 WITI TIE TIP SET TO FINE MIST, APPLY IN CIRCULAR FIGURE 8 PATTERN. ENSURE THAT TIE SPRAYER IS FULLY PRESSURIZED. USE EPDXYSNIELD ANTISKID ADDITIVE IN WET AREAS (NEAR MOP SINK, DRINKING FOUNTAIN, EXTERIOR DOORS, ETC.) SECTION 09 21 16 - GYPSUM BOARD, ASSEMBLIES PART 1 - GENERAL 1.1 TNIS SECTION INCLUDES INTERIOR GYPSUM WALLBOARD AND NON -LOAD BEARING STEEL FRAMING. 1.2 FIRE RATED ASSEMBLIES: FOR GYPSUM BOARD ASSEMBLIES WITI FIRE RESISTANCE RATINGS, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM EII9 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 TIE DRAWINGS. B. COLD ROLLED STEEL CHANNEL BRIDGING: 0.0538 INCH THICK, WITI 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 WITI ASTM C754 AND C840 REQUIREMENTS TNAT 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 TH05E WITH TRIM HAVING FLANGES NOT INTENDED FOR TAPE. A. FINISH PANELS IN ACCORDANCE WITH ASTM C 840 FOR LOCATIONS INDICATED: 1. LEVEL I: EMBED TAPE AT JOINTS IN CEILING PLENUM AREAS, CONCEALED AREAS AND WHERE INDICATED, UNLESS A NIGHER LEVEL OF FINISH IS 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 IS 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 HOLES 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 TWAT ARE FACTORY FORMULATED AND RECOMMENDED BY 7NE 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 WITI TI-IE 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 3.1 PAINTING CONTRACTOR SHALL REVIEW DRAWINGS INCLUDING ELEVATIONS, FLOOR AND WALL FINISHES, CONSTRUCTION DETAILS, REFLECTED CEILING FLANS AND PRESENTATION PLANS/DETAILS FOR CLARIFICATION OF ITEMS AND SURFACES REQUIRED TO BE PAINTED. A. EXAMINE SUBSTRATES, AREAS AND CONDITIONS IN TI-1E 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 TNAT ARE NOT TO BE PAINTED. B. CLEANING: BEFORE APPLYING PAINT OR OTTER 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. I. 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 POLES 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 SCI-IEDULE: A. GYPSUM BOARD: LOW LUSTER ACRYLIC FINISH, TWO FINISH COATS OVER PRIMER. 1. PRIMER: SHERWIN WILLIAMS PREP RITE 200 LATEX WALL PRIMER B281,1200 SERIES APPLIED AT DRY FILM THICKNESS OF NOT LESS THAN 1.6 MILS 2. FINISH GOATS: TWO (2) COATS PER FINISH SCHEDULE B. SMOOTH WOOD AND MDF: ACRYLIC FINISH, TWO FINISH COATS OVER PRIMER. I. PRIMER: SIERWIN WILLIAMS PREP RITE CLASSIC LATEX PRIMER B2814101 2. FINISH COATS: TWO (2) COATS PER FINISH SCHEDULE C. FERROUS METAL: SEMI GLOSS ACRYLIC ENAMEL FINISH, TWO COATS OVER PRIMER 1. PRIMER: SHERWIN WILLIAMS DTM ACRYLIC PRIMER 13661N1 2. FINISH COATS: TWO (2) COATS PER FINISH SCHEDULE D. ZINC COATED METAL: SEMI GLOSS ACRYLIC ENAMEL FINISH, TWO COATS OVER PRIMER 1. PRIMER: SIERWIN WILLIAMS SELF PRIME IN/ SPECIFIED GILL NICKS TOPCOAT OR ACRYLIC PRIMER DTM 1366W1 2. FINISH COATS: TWO (2) COATS PER FINISH SCHEDULE 08 41 13 ALUMINUM -FRAMED ENTRANCE AND STOREFRONT PART I - GENERAL 1.01 SUMMARY A. SECTION INCLUDES: 1. ALUMINUM -FRAMED STOREFRONT. A. ARCADIA,INC., AR450+ SERIES, 2" X 4W NON -THERMAL; CENTER GLAZED, SCREW SPLINE,SHEAR BLOCK SYSTEM, COMPENSATING STICK OR PUNNED OPENING FABRICATION FOR 3/8°, 1/2°, 9/I6° GLASS. 1.02 REFERENCES A. AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA) B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) C. ALUMINUM ASSOCIATION (AA) 1.03 SYSTEM DESCRIPTION A. GENERAL: IN ADDITION TO REQUIREMENTS SHOWN OR SPECIFIED, COMPLY WITH: 1. APPLICABLE PROVISIONS OF AAMA ALUMINUM STOREFRONT AND ENTRANCE MANUAL FOR DESIGN, MATERIALS, FABRICATION AND INSTALLATION OF COMPONENT PARTS. B. PERFORMANCE REQUIREMENTS: 1. LIMIT AIR LEAKAGE THROUGH ASSEMBLY TO 0.06 CFM/MIN/SQ. FT. (.00003 M3/SM2) OF WALL AREA AT 6.24 PSF (300 PA) AS MEASURED IN ACCORDANCE WITH ASTM E283. 2. WATER RESISTANCE: NO WATER LEAKAGE WI-IEN MEASURED IN ACCORDANCE WITH ASTM E331 WITH A STATIC TEST PRESSURE OF 10 PSF(480 PA). 3. DYNAMIC WATER RESISTANCE: NO WATER LEAKAGE, WHEN MEASURED IN ACCORDANCE WITH AAMA 501.I-94 WITH A DYNAMIC TEST PRESSURE OF 10 PSF (480 PA). 4. LIMIT MULLION WINDLOAD DEFLECTION OF L/I75 WITH FULL RECOVERY OF GLAZING MATERIALS, WHEN MEASURED IN ACCORDANCE WITH ASTM E 330. 5. SYSTEM SHALL NOT DEFLECT MORE THAN I/F AT THE CENTER POINT, OR 1/16" AT THE CENTER POINT OF A HORIZONTAL MEMBER, ONCE DEADLOAD POINTS HAVE BEEN ESTABLISHED. 6. SYSTEM SHALL ACCOMMODATE EXPANSION AND CONTRACTION MOVEMENT DUE TO SURFACE TEMPERATURE DIFFERENTIAL OF 180 DEGREES F. 7. SEISMIC TESTING SHALL CONFORM TO AAMA RECOMMENDED STATIC TEST METHOD FOR EVALUATING PERFORMANCE OF CURTAIN WALLS AND STOREFRONT WALL SYSTEMS DUE TO HORIZONTAL DISPLACEMENTS ASSOCIATED WITH SEISMIC MOVEMENTS AND BUILDING SWAY. 1.04 QUALITY ASSURANCE A. SINGLE SOURCE RESPONSIBILITY: 1. OBTAIN ENTRANCES, STOREFRONTS, RIBBON WALLS, WINDOW WALLS, CURTAIN WALLS, WINDOW SYSTEMS, AND FINISH THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER. B. PROVIDE TEST REPORTS FROM AAMA ACCREDITED LABORATORIES CERTIFYING THE PERFORMANCES AS SPECIFIED IN 1.03. 1.05 WARRANTY A. SYSTEM SHALL BE WARRANTED AGAINST FAILURE AND/OR DETERIORATION OF METALS DUE TO MANUFACTURING PROCESS FOR A PERIOD OF TWO (2) YEARS. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. ACCEPTABLE MANUFACTURERS: 1. ARCADIA, INC., 2301 E VERNON, VERNON, CA. TELEPHONE 323/269-7300, FAX 323/269-7390. B. ACCEPTABLE PRODUCTS: 1. ARCADIA, INC., AR450+ SERIES, 2° X 4W CENTER GLAZED SYSTEM FOR 3/8", 1/2", 9/16" GLASS (SCREW SPLINE/SHEAR BLOCK SYSTEM). 2. ARCADIA, INC., N5212 SERIES, NARROW STILE DOOR 1-3/4". a. VERTICAL STILES: 2 INCHES. b. TOP RAIL: 2-1/16 INCI-IES. E. BOTTOM RAIL: 10/12 INCHES. 2.02 FRAMING MATERIALS AND ACCESSORIES A. FRAMING MEMBERS, TRANSITION MEMBERS, MULLIONS, ADAPTORS, AND MOUNTING: EXTRUDED 6063-T6 ALUMINUM ALLOY (ASTM B221 - ALLOY G.S. 10A T6). B. SCREWS, FASTENING DEVICES, AND INTERNAL COMPONENTS: ALUMINUM, STAINLESS STEEL, OR ZINC -PLATED STEEL IN ACCORDANCE WITH ASTM.A-164. PERIMETER ANCHORS SHALL BE ALUMINUM OR STEEL, PROVIDING THE STEEL IS PROPERLY ISOLATED FROM ALUMINUM. C. GLAZING GASKET 3. COMPRESSION -TYPE DESIGN, REPLACEABLE, MOLDED OR EXTRUDED SANTOPRENE, POLYVINYL CHLORIDE (PVC), OR ETHYLENE PROPYLENE DIENE MONOMER (EPDM). 4. SHALL BE OF TYPE THAT LOCKS SECURELY INTO THE GLAZING REGLET TO PREVENT GLAZING GASKETS FROM DISENGAGING. 2.03 HARDWARE A. HARDWARE FURNISHED AND INSTALLED BY THE DOOR MANUFACTURER, AND INCLUDE THE FOLLOWING STANDARD HARDWARE (AS SELECTED). 1. SILL SWEEPS: BRUSH STRIP (CONCEALED). 2. PIVOTING/HINGING: (CENTER) 3. CLOSERS: (SURFACE) 4. LATCHES/STRIKE: (DEAD -LATCH COMBINATION, TWO -POINT.) 5. LATCH HANDLE: (EUROSTYLE/ IN/RETURN) 6. LOCKS/STRIKE: (DEADBOLT.) 7. AUXILIARY LOCKS: (TWO -POINT) 8. CYLINDERS: (THUMBTURN.) q. PUSH/PULLS: (STANDARD) 10. TRANSOM DECAL: ("THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS') 11. DOOR STOP/HOLDER: 2.04 FINISH A. FINISH ALL EXPOSED AREAS OF ALUMINUM AND COMPONENTS AS INDICATED. 1. AN ARCHITECTURAL CLASS II OR I ANODIC COATING CONFORMING WITH AA-MI2C22A31/AA-M12C22A41. a. ANODIZE FINISH COLOR SHALL BE COLORNODIC #11 CLEAR 2.05 SYSTEM FABRICATION A. FRAMING MEMBERS SHALL BE INTERNALLY REINFORCED AND SECURED AT HEAD AND SILL AS NECESSARY FOR STRUCTURAL PERFORMANCE REQUIREMENTS, FOR HARDWARE ATTACHMENT, AND AS INDICATED. B. FASTENERS SHALL BE SO LOCATED AS TO ENSURE CONCEALMENT FROM VIEW IN THE FINAL ASSEMBLY. PART 3 - EXECUTION 3.01 EXAMINATIONS A. EXAMINE CONDITIONS AND VERIFY SUBSTRATE CONDITIONS ARE ACCEPTABLE FOR PRODUCT INSTALLATION. 3.02 INSTALLATION A. INSTALL IN ACCORDANCE WITH APPROVED 5140P DRAWINGS AND MANUFACTURERS INSTALLATION INSTRUCTIONS. FINISH SCHEDULE 08 80 00 - GLAZING PART I - GENERAL 1.1 SUMMARY A. SECTION INCLUDES GLAZING FOR THE FOLLOWING PRODUCTS AND APPLICATIONS, INCLUDING THOSE SPECIFIED IN OTHER SECTIONS WHERE GLAZING REQUIREMENTS ARE SPECIFIED BY REFERENCE TO THIS SECTION: 1. STOREFRONT FRAMING. 2. GLAZED ENTRANCES. B. RELATED SECTIONS: I. SECTION 084113 "ALUMINUM -FRAMED ENTRANCE AND STOREFRONT." 1.2 PERFORMANCE REQUIREMENTS A. GENERAL: INSTALLED GLAZING SYSTEMS SHALL WITHSTAND NORMAL THERMAL MOVEMENT AND WIND AND IMPACT LOADS (WHERE APPLICABLE) WITHOUT FAILURE, INCLUDING LOSS OR GLASS BREAKAGE ATTRIBUTABLE TO THE FOLLOWING: DEFECTIVE MANUFACTURE, FABRICATION, OR INSTALLATION; FAILURE OF SEALANTS OR GASKETS TO REMAIN WATERTIGHT AND AIRTIGHT; DETERIORATION OF GLAZING MATERIALS; OR OTHER DEFECTS IN CONSTRUCTION. B. DELEGATED DESIGN: DESIGN GLASS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS ACCORDING TO ICC'S 2003 INTERNATIONAL BUILDING CODE BY A QUALIFIED PROFESSIONAL ENGINEER, USING THE FOLLOWING DESIGN CRITERIA: 1. MAXIMUM LATERAL DEFLECTION: FOR GLASS SUPPORTED ON ALL FOUR EDGES, LIMIT CENTER -OF -GLASS DEFLECTION AT DESIGN WIND PRESSURE TO NOT MORE THAN 1/50 TIMES THE SHORT -SIDE LENGTH OR 1 INCH, WHICHEVER IS LESS. 1.3 QUALITY ASSURANCE C. SOURCE LIMITATIONS FOR GLASS: OBTAIN FULLY TEMPERED FLOAT GLASS FROM SINGLE SOURCE FROM SINGLE MANUFACTURER FOR EACH GLASS TYPE. D. GLAZING PUBLICATIONS: COMPLY WITH PUBLISHED RECOMMENDATIONS OF GLASS PRODUCT MANUFACTURERS AND ORGANIZATIONS BELOW, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED. REFER TO THESE PUBLICATIONS FOR GLAZING TERMS NOT OTHERWISE DEFINED IN TNIS SECTION OR IN REFERENCED STANDARDS. 1. GANA PUBLICATIONS: GANA'S "GLAZING MANUAL:" C. SAFETY GLAZING LABELING: WHERE SAFETY GLAZING LABELING IS INDICATED, PERMANENTLY MARK GLAZING WITH CERTIFICATION LABEL OF THE SGCC OR ANOTHER CERTIFICATION AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. LABEL SHALL INDICATE MANUFACTURER'S NAME, TYPE OF GLASS, THICKNESS, AND SAFETY GLAZING STANDARD WITH WHICH GLASS COMPLIES. 1.4 WARRANTY 1. MANUFACTURER'S STANDARD WARRANTY FOR GLASS PRODUCTS: WARRANTY PERIOD: 2 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. PART 2 - PRODUCTS 2.1 GLASS PRODUCTS, GENERAL A. THICKNESS: WHERE GLASS THICKNESS 15 INDICATED, IT IS A MINIMUM. PROVIDE GLASS LITES IN THICKNESSES AS NEEDED TO COMPLY WITH REQUIREMENTS INDICATED. I. MINIMUM GLASS THICKNESS FOR LITES: NOT LESS TIAN 1/2" THICK. B. STRENGTH: WHERE FULLY TEMPERED GLASS IS INDICATED, PROVIDE KIND FT NEAT -TREATED FLOAT GLASS AS NEEDED TO COMPLY WITH "PERFORMANCE REQUIREMENTS" ARTICLE. C. THERMAL AND OPTICAL PERFORMANCE PROPERTIES: PROVIDE GLASS WITI PERFORMANCE PROPERTIES SPECIFIED, AS INDICATED IN MANUFACTURER'S PUBLISHED TEST DATA, BASED ON PROCEDURES INDICATED BELOW: I. FOR MONOLITHIC -GLASS LITES, PROPERTIES ARE BASED ON UNITS WITN LITES 1/2" THICK. 2. VISIBLE REFLECTANCE: CENTER -OF -GLAZING VALUES, ACCORDING TO NFRC 300. 2.2 GLASS PRODUCTS A. FULLY TEMPERED FLOAT GLASS: ASTM C 1048, KIND FT (FULLY TEMPERED), CONDITION A (UNCOATED) UNLESS OTHERWISE INDICATED, TYPE I, CLASS 1 CLEAR AS INDICATED, QUALITY-03. 1. FABRICATION PROCESS: BY HORIZONTAL (ROLLER -HEARTH) PROCESS WITH ROLL -WAVE DISTORTION PARALLEL TO BOTTOM EDGE OF GLASS AS INSTALLED UNLESS OTHERWISE INDICATED. 2.3 FABRICATION OF GLAZING UNITS A. FABRICATE GLAZING UNITS IN SIZES REQUIRED TO FIT OPENINGS INDICATED FOR PROJECT, WITH EDGE AND FACE CLEARANCES, EDGE AND SURFACE CONDITIONS, AND BITE COMPLYING WITI WRITTEN INSTRUCTIONS OF PRODUCT MANUFACTURER AND REFERENCED GLAZING PUBLICATIONS, TO COMPLY WITH SYSTEM PERFORMANCE REQUIREMENTS. 2.4 MONOLITHIC -GLASS TYPES A. GLASS TYPE: CLEAR FULLY TEMPERED FLOAT GLASS. 1. THICKNESS: 1/2 INCH THICKNESS. 2. PROVIDE SAFETY GLAZING LABELING. PART 3 - EXECUTION 3.1 EXAMINATION A. EXAMINE FRAMING, GLAZING CHANNELS, AND STOPS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH THE FOLLOWING: I. MANUFACTURING AND INSTALLATION TOLERANCES, INCLUDING THOSE FOR SIZE, SQUARENESS, AND OFFSETS AT CORNERS. 2. PRESENCE AND FUNCTIONING OF WEEP SYSTEMS. 3. MINIMUM REQUIRED FACE AND EDGE CLEARANCES. 4. EFFECTIVE SEALING BETWEEN JOINTS OF GLASS FRAMING MEMBERS. 3.3 GLAZING, GENERAL A. COMPLY WITN COMBINED WRITTEN INSTRUCTIONS OF MANUFACTURERS OF GLASS, SEALANTS, GASKETS, AND OTWER GLAZING MATERIALS, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, INCLUDING THOSE IN REFERENCED GLAZING PUBLICATIONS. B. ADJUST GLAZING CHANNEL DIMENSIONS AS REQUIRED BY PROJECT CONDITIONS DURING INSTALLATION TO PROVIDE NECESSARY BITE ON GLASS, MINIMUM EDGE AND FACE CLEARANCES, AND ADEQUATE SEALANT THICKNESSES, WITI REASONABLE TOLERANCES. C. PROTECT GLASS EDGES FROM DAMAGE DURING HANDLING AND INSTALLATION. REMOVE DAMAGED GLASS FROM PROJECT SITE AND LEGALLY DISPOSE OF OFF PROJECT SITE DAMAGED GLASS IS GLASS WITN EDGE DAMAGE OR OTHER IMPERFECTIONS TNAT, WHEN INSTALLED, COULD WEAKEN GLASS AND IMPAIR PERFORMANCE AND APPEARANCE. D. APPLY PRIMERS TO JOINT SURFACES WHERE REQUIRED FOR ADHESION OF SEALANTS, AS DETERMINED BY PRECONSTRUCTION TESTING. E. INSTALL SETTING BLOCKS IN SILL RABBETS, SIZED AND LOCATED TO COMPLY WITH REFERENCED GLAZING PUBLICATIONS, UNLESS OTHERWISE REQUIRED BY GLASS MANUFACTURER. SET 'BLOCKS IN THIN COURSE OF COMPATIBLE SEALANT SUITABLE FOR NEEL BEAD. F. DO NOT EXCEED EDGE PRESSURES STIPULATED BY GLASS MANUFACTURERS FOR INSTALLING GLASS LITES. G. PROVIDE SPACERS FOR GLASS LITES WHERE LENGTH PLUS WIDTH 1S LARGER THAN 50 INCHES. 1. LOCATE SPACERS DIRECTLY OPPOSITE EACH OTHER ON 11-1 INSIDE AND OUTSIDE FACES OF GLASS. INSTALL CORRECT SIZE AND SPACIN TO PRESERVE REQUIRED FACE CLEARANCES, UNLESS GASKETS AND GLAZING TAPES ARE USED THAT HAVE DEMONSTRATED A LITY TO MAINTAIN REQUIRED FACE CLEARANCES AND TO COMPLY WITH SYSTEM PERFORMANCE REQUIREMENTS. 2. PROVIDE IA -INCH MINIMUM BITE OF SPACERS ON GLASS AND USE THICKNESS EQUAL TO SEALANT WIDTH. WITN GLAZING TAPE, USE THICKNESS SLIGHTLY LESS THAN FINAL COMPRESSED THICKNESS OF TAPE. 1-I. PROVIDE EDGE BLOCKING WHERE INDICATED OR NEEDED TO PREVENT GLASS LITES FROM MOVING SIDEWAYS IN GLAZING CHANNEL, AS RECOMMENDED IN WRITING BY GLASS MANUFACTURER AND ACCORDING TO REQUIREMENTS IN REFERENCED GLAZING PUBLICATIONS. I. WHERE WEDGE-SHAPED GASKETS ARE. DRIVEN INTO ONE SIDE OF CHANNEL To PRESSURIZE SEALANT OR GASKET ON OPPOSITE SIDE, PROVIDE ADEQUATE ANCHORAGE SO GASKET CANNOT WALK OUT WHEN INSTALLATION IS SUBJECTED TO MOVEMENT. J. SQUARE CUT WEDGE-SHAPED GASKETS AT CORNERS AND INSTALL GASKETS IN A MANNER RECOMMENDED BY GASKET MANUFACTURER TO PREVENT CORNERS FROM PULLING AWAY; SEAL CORNER JOINTS AND BUTT JOINTS WITH SEALANT RECOMMENDED BY GASKET MANUFACTURER. 3,5 CLEANING AND PROTECTION A. PROTECT GLASS FROM DAMAGE IMMEDIATELY AFTER INSTALLATION BY ATTACHING CROSSED STREAMERS TO FRAMING HELD AWAY FROM GLASS. DO NOT APPLY MARKERS TO GLASS SURFACE. REMOVE NONPERMANENT LABELS AND CLEAN SURFACES. B. REMOVE AND REPLACE GLASS THAT 15 BROKEN, CHIPPED, CRACKED, OR ABRADED OR THAT IS DAMAGED FROM NATURAL CAUSES, ACCIDENTS, AND VANDALISM, DURING CONSTRUCTION PERIOD. PAINT SCHEDULE COLOR NAME PRODUCT TYPE PRODUCT NUMBER GALLON FORMULA MFG. STOCKED WHERE USED P-# WHITE SEMI-GLOSSINTERIOR SEMI -GLOSS AQUAGALO -01 TEX BENJAMIN MOORE CO. BENJAMIN MOORE 1r CO, WALLS 4 CONSTRUCTION BARRICADE P-� ACRYLIC 444 INT IOR CEILING AND STRUCTURE P-16 CEILING WIIITE WHITE WATERBORNE EGGSHELL DULU DRY FALL FLOOR FINISHES WHERE USED FLOOR FINISH: G.C. IS TO PATCH GOUGES, CHIPS AND OLD TRENCI4ES WITH SELF -LEVELING AND GRIND EXISTING CONCRETE SLAB SMOOTH AND LEVEL 70 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 I NEW FG-6 RESTROOM FLOOR FINISH SI IEET VINYL ARMSTRONG MEDINTONE 148300 COOL WHITE : 82.5FT. x 6FT. x 0.0801N., COLOR COOL WHITE RESTROOM WALL BASES WHERE USED 1" x 4° VINYL BASE, COLOR WHITE INTERIOR WALLS 4 CONSTRUCTION BARRICADE VE3-1 I o <oln Q-re) c0 =d I OOoop = N LI- O I M Z t0 c0 < CO w DOOR SCHEDULE 0 ENTRY DOORS DBL 3'-0" x 7'-0" x 1 3/4" ALUMINUM STOREFRONT SWING DOOR i MALL SIDE ELEVATION DOORS AND HARDWARE PROVIDED AND INSTALLED BY G.C.. STANDARD ALUMINUM STOREFRONT DOOR 1. 2" HEAD AND JAMB STILES 2. 10" N I GI -I 51 LL STILE 3. 1/2" FULLY TEMPERED GLAZING 4. MANUFACTURER AND HARDWARE NOTED IN SPECIFICATIONS VERIFY ALL HARDWARE AND LOCKING ARRAGEMENTS WITH OWNERS CM. STOCKROOM DOOR 3'-0" x 7'-0" x 1 3/4" HOLLOW METAL DOOR (1SGA.), K/D METAL FRAME (I6GA.) AND HARDWARE TO BE SUPPLIED AND INSTALLED BY G.C. STANDARD DUTY DOORS AND FRAMES BY CURRIES, REPUBLIC AND STEELGRAFT ACCEPTABLE. 1) ONE (1) HAGER 33G 3 1/2" X 15" PULL HANDLE WITH BACK PLATE, FINISH 32D ONE (1) 4" W x 16" H PUSH PLATE ON SALES ROOM SIDE 2) THREE (3) STANLEY HINGES #F138-17c1 NRP, 4 I/2" X 4 1/2" US26D 3) ONE (1) CLOSER RUSSWIN #DC3210, MOUNTED ON INSIDE OF DOOR 4) DOOR STOP- ONE (1) IVES #14565 WALL STOP CLOSER PUSH PLATE OR PULL PLATE INSIDE ELEVATION CONSTRUCTION BARRICADE DOORS DBL 3'-0" x 6'-8" x 1 3/4" HOLLOW CORE WOOD DOOR DEADBOLT LATCH LEVER HANDLE AT 40" A.F.F. (TYP.) OPERABLE FROM INSIDE IN/0 USE OF KEY. MALL SIDE ELEVATION UNFINISHED DOORS AND HARDWARE PROVIDED AND INSTALLED BY G.C.. NO DOOR FRAME, MOUNT DOOR FLUSH WITH BARRICADE PLYWOOD. INSTALL BARRICADE WALL BASE 'AND GRAPHICS TO MALL SIDE: I. SIX (6) STANLEY HINGES, THREE PER DOOR #FBB-17q 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 (US26D) INSTALLED IN RIGHT DOOR. FIELD MORTISE STRIKE IN LEFT DOOR. t OO(o2 • REVIEWED FOR CODE COMPLIANCE APPROVED APR 01 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 0 2014 PERMIT CENTER (/) 0 CO CO dschumacher@abbotstudios.com Cn z 0 N W am CO W 0 N 0 SSUE DATES om PERMIT DATE: LANDLORD DATE: d cci H Iw- Q 0 0 Ln 1 0 - ARCHITECT WILLIAM EDWARRDABBOT STATE OF WASHINGTON 13130040115 X X 0 x x x z 0 N SHEET q 1/2" V.I.F. q'-2" 111-I 1/2" 4' -0" MALL COMMON 28' -8" 3' -2 1/2'I' -4" V.I.F. V.I.F. 0 u_ AREA N.I.C. DO NOT DISTURB V.I.F. 1 P751 f { 0 tAi MALL CORRIDOR V.I.F. V.I.F. RESTROOM TILE O O7 1 CORRIDOR VCT 4 $+0" H ESTROOM TILE 314.) T—T—T REF./MICRO. V.I.F. MIEBEB -■ U_ -8" STEAMER BI ■HoARE B FIEF.' '1 7-711 7= I, NON -SALES VCT I II L M BARRICADE NOTES TENANT MUST COORDINATE THE INSTALLATION OF CONSTRUCTION BARRICADE WITH MALL MANAGEMENT OFFICE. G.G. SHALL MAINTAIN 10'-D" 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.G. SHALL COORDINATE WITI-! LANDLORD TO TEMPORARILY RELOCATE KIOSK OR FIXTURES. IF KIOSK OR FIXTURES CANNOT BE RELOCATED G.G. SHALL NOTIFY OWNER'S CONSTRUCTION MANAGER IMMEDIATELY. 55'- " 124' -5 1/2" ADJACENT TENANT V.I.F. ADJACENT TENANT V.I.F. V.I.F. MALL COMMON REVIEWED I -OR tope COMPLIANCE APPROVED APR 01 2014 City of Tukwila BUILDING DIVISION N U �o I-- o ln `1- I 0 0 0 F_=CND I Lj 0}� M Z CD < m -J ►3 E I ) 0 (J) N N I— ) X d- z I— 0 w 0 w = U = O U 0 „ (n p 2 � I — OD aca U o w � O J z -Fe! M00 0 N M r SSUE DATES 04 W Q w a_ 1 O r N O LANDLORD DATE: ci m W a EXISTING CONDITIONS PLAN CODED NOTES 0 0 0 0 0 0 EXISTING LANDLORD LEASELINE EXISTING LANDLORD NEUTRAL PIER. PROTECT DURING CONSTRUCTION. EXISTING EGRESS EXIT DOOR, FRAME AND HARDWARE. ALL NON -SALES ITEMS TO REMAIN UNLESS NOTED OTHERWISE EXISTING ELECTRICAL PANELS AND EQUIPMENT TO REMAIN (TYP.) EXISTING DOOR, FRAME AND HARDWARE. ALL EXISTING RESTROOM NALL FINISHES AND FIXTURES TO REMAIN INCLUDING WATER -HEATER ON LOFT ABOVE (TYP.) CONSTRUCTION BARRICADE. SEE SHEET A1.40 C' MODIFY EXISTING NALL FRAMING FOR NEW DOOR - SEE A2.01 40 EXISTING CASHWRAP CONDUIT STUB UPS TO REMAIN IF ANY. VERIFY ALL PREVIOUS CONSTRUCTION IS PROPERLY RECEIVED 11, REMOVED BEFORE CONSTRUCTION. CITY OF TUKWILA MAR 2 0 2014 W 0 z z Z 0 z 0 1 0 W cn O LO LO 0 4 O. co >11 W� OC Z WO. C, _ CC C°° W M I 0) OZ (/) (/) Yo=g V 1 LL O >. H w I_ �j CO LILI C7 (0 CO 0 z 0 V) a z N 0 SCALE: NOTED fe.r` i% s ^� F ARCHITECT 3•1,5 '1k WILLIAM ED�'Ji RD ABBOT STATE OF WASHINGTON �14-00(v2 PERMIT CENTER 13130040115 SHEET 1,3 AREA N.I.C. DO NOT DISTURB MALL CORRIDOR MALL COMMON WESFRB�M CORRIDOR V. .F. T • • NON -SALES V.I.F. A.C.T. ADJACENT TENANT ADJACENT TENANT xis G C 0 S RE ECT MALL COMMON CEL G 3/16" = 1'_O" EXISTING CONDITIONS REFLECTED CEILING PLAN CODED NOTES N U moo <oo a.re) cG M Ooa F--N �''01 O>1'TE) z toQ m w z CO CO w E I— to to O Ln d- N N (8 1— K) x D z IY t I— 0 w: 0 w = U i 0 r U C� ® I— CN �OD •=s QM CO T- U w M NI-cfl cn E of=��zs �tnUt�O� W a co z 0 U) W ce ISSUE DATES m w a 0 1- cr w a_ LANDLORD DATE: w F- a 0 �i EXISTING LANDLORD LEASELINE 2OEXISTING LANDLORD NEUTRAL PIER. PROTECT DURING CONSTRUCTION. 30 NOT USED. ® EXISTING EMERGENCY EXIT SIGNAGE. 0BATTERY BACK-UP EMERGENCY LIGHT. 5 SEE A2.00 AND ELECTRICAL SHEETS. O EXISTING SERVICE LIGHT. OMODIFYEIGHT WALLEXISTING CEILING TILE TO ALLOW FOR NEW FULL H. ALL NON SALES CEILING ITEMS TO REMAIN UNLESS NOTED OTHERWISE. OEXISTING RESTROOM CEILING GYP. BD. AND DEVICES TO REMAIN. REMOVE A.C.T. CEILING ABOVE LOFT. 10 CONSTRUCTION BARRICADE. SEE SI-IEET AI.40 11 VERIFY ALL PREVIOUS CONSTRUCTION IS PROPERLY REMOVED BEFORE CONSTRUCTION. I) 14-w 60 (9 REVIEWED FOR GQPE COMPLIANCE APPROVED APR 01 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 0 2014 PERMIT CENTER DEMOLITION REFL ICTE I CEILING PLAN Li 0 L UJ CLCO w� Za LLI®.� 0_ Lt W 0T0 CO 1- Off. OZ COCI) va VJ�LLI _- Liu iiv5 0 w 0 w w a 1 ''- • Ai 7 / ti � / i' 'fitILLAM EDWfAi u AI SST STATE OF WASH°NGTON_ "-s 13130040115 • SHEET 1.31 Tio ► EXISTING NEUTRAL PIER TO REMAIN. 2q'-8 7/6" G.C. TO MAINTAIN A MINIMUM OF 10'-0" BETWEEN BARRICADE AND MALL CORRIDOR RAILING IN FRONT OF TENANT SPACE 6' -0" LEASE LINE 3'x7' WOOD DOUBLE DOORS WITH PASSAGE LOCKSET HANDLES WITH SATIN FINISH. CENTER DOORS WHERE NEW STORE ENTRY WILL BE. NEW CONSTRUCTION BARRICADE CONSISTING OF 5/8" G.W.B. ON 3 5/8" x 25 GA. METAL STUDS @ 16" O.C. MAX. AT DIMENSIONS SPECIFIED. 26'-7 3/8" \\\\\\\\\\\\\\\\\\\\\\\\\\ EXISTING NEUTRAL PIER TO REMAIN. 62'-4 1/4" i N U =-o aoLA o-Mc0 =�I OOcoo I' — N 0 I M Z tO CO J 114 SCALE: 1/2" = 1'-0" C 10 AR 1CA''PE LA / // VB-1 MALL BULKHEAD 3'x7' H.C. WOOD DOUBLE DOORS IN/ PASSAGE LOCKSET HANDLES IN/ 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 /// / / //// / / E H c ►`�) O o o N N 1- M X w Z } 1— 0 w fn o. w = Uja = O C.),��g@� N (n O i I— 0 D . = s fn N CO - o U w cn � �d Zs I��OrO ai V)UCOO-o w w H W GC 0 z 0 0 w cc CO S SCALE: 1/2" = 1'-0" C 10 BA ICA E VATIC' TENANT SPACE 1. 5'-0" (L.L. TO FACE OF BARRICADE) EXISTING MALL BULKHEAD CONDITION ±15' -0" ABOVE MALL FLOOR S TOP OF BARRICADE COORD. IN/ L.L. REQUIREMENTS SECURE FRAMING AS REQUIRED FOR LATERAL STABILITY @ 32" O.C. MAX. 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. 4 PLATE - SECURE TO PLYWOOD FROM UNDERSIDE. FASTENERS TO BE SET FLUSH. EXISTING MALL FLOORING V5-1 MALL SIDE CONSTRUCTION BARRICADE SEC ION SCALE: 1/2" 1/4" SHIM SPACE „ �t1►►11111 IP "1 \\\( WOOD BLOCKING 3/4" WOOD TRIM HINGE // / // / // �/ ////////// /,/ / // 3'x7' HOLLOW CORE WOOD DOUBLE DOORS 5/8" GYPSUM BOARD ON 3 5/8" x 25 GA. METAL STUDS @ 24" O.C. MAX. EVIEWED FOR cODE COMPLIANCE APPROVED APR 01 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 0 2014 PERMIT CENTER co z w cc O O SSUE DATES ca w F- 0 F_ w a_ r 0 N 0 NDLORD DATE: J ci m 1 BARRICADE NOTES MAINTAIN BARRICADE DURING CONSTRUCTION. CONSULT WITH MALL REPRESENTATIVE FOR HOURS IN WHICH WORK ON BARRICADE CAN OCCUR. BARRICADE TO REMAIN AFTER CONSTRUCTION IS COMPLETE. FURNISH AND CONSTRUCT A TEMPORARY BARRICADE(S) OF 3 5/8" X 25 GA. METAL FRAMING @ 24" 0.C. MAX. AND 5/6" 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 ONNER'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 IS EXISTING, PREPARE FACE OF BARRICADE PER OWNER'S STANDARDS FOR GRAPHIC INSTALLATION. 10. BARRICADE 1S TO BE 100% COMPLETE AND READY FOR OWNER'S GRAPHICS TO BE INSTALLED NOT MORE THAN FOUR DAYS AFTER CONSTRUCTION START. CONTACT G.M. UPON COMPLETION TO COORDINATE GRAPHIC. INSTALL WITH GRAPHIC VENDOR. glaRB Liu 0 at 10 0 10 1 uJ CO W� I- CC Z LLI O. = W CO OZ U) 0 Q J ~ laW O -I vi CO (75 Z6 co Y 0 z 0 Ir z SCALE: NOTED 7087 1 SFr .'':, ,rram �. ANL,rii#;-C ;. 3rtf)•J WILuAM ED1AAR0 AFBC;T STATE OF WASHING` O% 13130040115 SHEET 4 ADJACENT TENANT STRUCTU 15'-6 1/4" STRUCTU 15'-6 1/4" AL BEAM ABO .F.F. AL BEAM ABO A.F.F. 14 E- BTM AT E- BTM AT ADJACENT TENANT BTM AT Seismic Separation Joint Requirements: For ceiling areas exceeding 2500 square feet, a seismic separation joint or full height wall partition that breaks the ceiling unless analysis are performed of the ceiling bracing system, closure angles andpenetrations provide sufficient clearance. Sprinkler Head Requirements: For ceilings without rigid bracing, sprinkler head penetrations shall have a 2 inch oversize ring, sleeve or adapter through the ceiling tile to allow free movement of at least 1" in all direction. Interior Wall Partitions: All partitions 6 feet or greater in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. Bracing shall be spaced to limit horizontal deflection at the partition head to be compatible with ceiling deflection requirements. FINISHES WALL FINISH P-4 BASE FINISH VB-1 FLOOR FINISH FC-1 CEILING FINISH A.C.T. DOOR FINISH P-4 SEE FINISH SCHEDULE SHEET A1.01 NO WALL DEMISING © 11 YP. CTURAL BEAM �I N 12" FIRE M IN WITH BOT ABOVE- BTM OM AT14'-" • 2'-10n. TYP. TYP. 10'-0" A.F.F. GYP. BD. P-4 7'-2" A.F.F. GYP. BD. P-4 I /1 MALL COMMON c 0 S RUC , ION/F1 p1I/LUG,I Ti <<G P 1/4' q SEISMIC LOCKING PIN 1111111:11!!!!111111 4/° MAIN RUNNER CROSS TEE LOCKING CLIP TO FASTEN CROSS TEE TO MAIN RUNNER SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES WITH BENT TABS, OR OTHER APPROVED CONNECTORS FOR 2x DESIGN LOAD OR ULTIMATE AXIAL OR COMPRESSION (MINIMUM 60 LBS.). HANGER WIRE NOT TO EXCEED 6'-0" SPLAY BRACE WIRE 1„ 111,111,,,111,111 CROSSSTEE MAIN RUNNER ACOUSTICAL PANEL WALL TRIM SUSPENDED CEILING DETAIL @ WALL SCALE N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED APR 01 2014 • City of Tukwila BUILDING DIVISION DESIGN LOAD FOR ACOUSTICAL LAY -IN CEILING IS 2 POUNDS PER SQUARE FOOT CONT. 1-10RIZ. STRUT TO PREVENT SPREADING OF RUNNERS 1/2" EMT - RUN TIGHT TO STRUCTURE ABOVE (4'-0" MAX. FOR 1/2" (D) 12 GA. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED @ EACH SEISMIC RESTRAINT 12'-0" 0.C. EACH WAY AND WITHIN 6'-0" OF EACH WALL VERTICAL - 12 GA. HANGER WIRE @ 4'-0" O.C. 3/4" EMT - NOTCH OVER MAIN RUNNER DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCK- NUT AFTER CEILING SYSTEM IS LEVELED SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK — (3) TURNS MIN. IN 1 1/2" (TYP) 45' MAX. (4)-12 GA. SPLAY WIRES - SPLAYED q0° FROM EACH OTHER AND 45° FROM CEILING PLANE HANGER WIRE ALLOWABLE TENSION #12 170 lbs 4'-0" o c max #I0 300 lbs. 5'-0" o.c. max. NOTE: L/R RATIO NOT EXCEED 200 LAY -IN CEILING SUSPENSION SYSTEM STALLATIO (SrriS IC) 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, TI-IRU-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/I0B: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 (1 HOUR) OR UL# U411 (2 HOUR). 7. SEE ELECTRICAL SWEETS 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. 15 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. CONSTRUCTION/FINISH/LIGHTING PLAN CODED NOTES ® EXISTING LANDLORD LEASE LINE EXISTING LANDLORD NEUTRAL PIER, PROTECT. 0 EXISTING DOOR, PAINT. REPAIR DAMAGED DEMISING WALL PER REQUIRED RATING O5 REPAIR DAMAGED FIRE PROOFING (IF ANY) TO REQUIRED RATING. ©LEVEL AND FINISH CONCRETE FLOOR PER FC-1 SEE FINISH SCHEDULE AND SPECIFICATIONS ON SHEET A1.01 REPAIR EXISTING WALL AFTER DEMOLITION. EXTEND STUDS AND 5/8" GYP. BD. TO DECK 0 NEW 2X4 A.C.T. GRID AND CEILING SET AT 12'-0" A.F.F. ® NEW SALES NON -SALES WALL. EXTEND STUDS AND GYP. BD. TO DECK ABOVE. 0 EXISTING ELECTRICAL SERVICE PANELS AND EQUIPMENT. DO NOT DISTURB. 11 NEW 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 14 EXISTING HEIGHTS OF STRUCTURE AND EQUIPMENT SHOWN FOR REFERENCE. VdEIVED HEIGHT IN FIELD CITY OF TUKWIL 0 ALL NON -SALES ITEMS TO REMAIN. MAKE GOOD ON ALL FINISHES. MAR 2 0 2014 N U O CO CO L U F— EE E 1— CO Imo) 0 (n rNt U N N (13 I— 1`)) X ta d" I- I— 0 W (!) — _ o. I O - < v U M O D m I— O •2 - Q m c0 o O�Jd-ZO11 —U)Uc0013 LEGENDS PERMIT CENTER 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 - NEW FULL HEIGHT INTERIOR PARTITION- 3 5/8" METAL STUDS @ 16" 0.C. (MAX.) WITH 5/8" TYPE 'X' GYPSUM BOARD. PROVIDE GYP BD ONE OR BOTH SIDES AS REQUIRED. PROVIDE DIAGONAL BRACING AT 48" 0.C. 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 HOUR) AND UL# U411 FOR (TWO HOUR). VERIFY IN FIELD ACTUAL LOCATIONS. CEILING DEVICE LEGEND RELOCATED T8 FLUORESCENT LIGHT STRIP 4'-0" - SEE ELECTRICAL 4' (R) SHEETS FOR DETAILS AND ADDITIONAL INFORMATION EXISTING TO REMAIN TB FLUORESCENT LIGHT STRIP 4'-0" - SEE DiI NEN B LAMP TI1 FLUORESCENT LIGI-IT STRIP 4,1-_0" SET AT 12'--On A.F.F. - SEE ELECTRICAL SHEETS FOR DETAILS AND ADDITIONAL INFORMATION (E), (1), OR (R) (E), (14), OR (R) (E), (14), OR (R) NEW LAY -IN SUPPLY AND RETURN GRILLES - SEE ELECTRICAL SHEETS FOR DETAILS AND ADDITIONAL INFORMATION EMERGENCY EXIT SIGNAGE - (E)= EXISTING, (N)= NEW, (R)= RELOCATED SEE ELECTRICAL SHEETS FOR DETAILS AND ADDITIONAL INFORMATION EMERGENCY EXIT SIGNAGE AND LIGHT - (E)= EXISTING, (N)= NEW, (R)= RELOCATED SEE ELECTRICAL SHEETS FOR DETAILS AND ADDITIONAL. INFORMATION EMERGENCY EXIT LIGHT - (E)= EXISTING, (N)= NEW, (R)= RELOCATED SEE ELECTRICAL SHEETS FOR DETAILS AND ADDITIONAL INFORMATION z CD Zji LT Z O V 1 Cl) Z 0 0 V LL.EDW :R ABB J T 1IAM SrATE OF WASHiNGTONI 13130040115 SHEET A2. ISINEASEEEFE- AREA N.I.C. DO NOT DISTURB EXISTING RESTROOMS WALL FINI51-I EXST. TILE P-4 BASE FINII EXST. TILE COVE FLOOR FIN SH EXISTING TILE. CEILING FINISH EXST. GYP. P-4 DOOR FINISH EXST. P-4 PAINT GYP. FINISH SCHEDULE BD. SURFACES. SEE SHEET A1.01 0 0 MALL CORRIDOR >.< x -YP. MALL COMMON. REF./MICRO. r • STEAMER 22 lockers r BAR HDWARE BIN 2 r TYP. M Cl CT Auzo (N) N TYP. x FINISHES WALL FINISH P-4 BASE FINISW VB-1 FLOOR FINISH FC-1 CEILING FINISH A.G.T. DOOR FINISH P-4 SEE FINISH SCHEDULE SHEET] A1.01 x N NO WALL BASE ON DEMISING WALLS N STRUCTURAL BEAM ABOVE GYP. M EXISTING NON -SALES WALL FINISH EXST. P-4 BASE FINISH EXST. FLOOR FINISH EXST. V.C.T. CEILING FINISH EXST. TO REMAIN DOOR FINISH EXST. P-4 PAINT GYP. BD. SURFACES. SEE FINISH SCHEDULE SHEET AI.01 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 SHEET AI.OI O O CV ////„/,,,//////////////////////////////////,//////// ///// N N N N N Atik N BTM AT 14'-4" A.F.F. 14 N ><. TYP. N 5. TYP. x TYP x x >.< N TYP. >.< TYP. CO 1 S T RUCTION/FH 1/4" e ♦'-019 IS /UGHTNG 11. LA MATCH .LINE REVIEWED FOR CODE COMPLIANCE APPROVED APR 01201k City of Tukwila BUILDING DIVISION VA4--.00 Seismic Separation Joint Requirements: For ceiling areas exceeding 2500 square feet, a seismic separation joint or full height wall partition that breaks the ceiling unless analysis are performed of the ceiling bracing system, closure angles and penetrations provide sufficient clearance. Sprinkler Head Requirements: For ceilings without rigid bracing, sprinkler head penetrations shall have a 2 inch oversize ring, sleeve or adapter through the ceiling tile to allow free movement of at least 1" in all direction. Interior Wall Partitions: All partitions 6 feet or greater in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. Bracing shall be spaced to limit horizontal deflection at the partition head to be compatible with ceiling deflection requirements. NI-0 < in o_ co r , U 0 co � = N 4- p I M Z CO co CO w z 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 UNCI-1ANGED. 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. 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 MARSWALL. 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 (1 HOUR) OR UL# U411 (2 HOUR). 7. SEE ELECTRICAL SWEETS FOR ADDITIONAL INFORMATION AND CIRCUITING. 8. SEE MECHANICAL SHEETS FOR MODIFICATIONS TO THE EXISTING WVAC EQUIPMENT. 9. 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. 15 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 CO CO Q w - ARCHITECT O co r() N N V) X 0 w p C.) O N(/)0P OD •_ MmAU 1 J d- Z �OT-O (/)0000 dschumacher©abbotstudios.com 0 • N • M w CONSTRUCTION/FINISH/LIGHTING PLAN CODED NOTES 0 EXISTING LANDLORD LEASE LINE ® EXISTING LANDLORD NEUTRAL PIER, PROTECT. 03 EXISTING DOOR, PAINT. ® REPAIR DAMAGED DEMISING WALL PER REQUIRED RATING 05 REPAIR DAMAGED FIRE PROOFING (IF ANY) TO REQUIRED RATING. © LEVEL AND FINISH CONCRETE FLOOR PER FC-1 SEE FINISH SCHEDULE AND SPECIFICATIONS ON SHEET A1.01 n REPAIR EXISTING WALL AFTER DEMOLITION. EXTEND STUDS AND 5/8" GYP. BD. TO DECK 0 NEW 2X4 A.C.T. GRID AND CEILING SET AT 12'-0" A.F.F. O NEW SALES NON -SALES WALL. EXTEND STUDS AND GYP. BD. TO DECK ABOVE. 0 EXISTING ELECTRICAL SERVICE PANELS AND EQUIPMENT. DO NOT DISTURB. 11 NEW 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 O14 EXISTING HEIGHTS OF STRUCTURE AND EQUIPMENT SHOWN FOR REFERENCE. VERIFY HEIGI-IT IN FIELD 0 ALL NON -SALES ITEMS TO REMAIN. MAKE GOOD ON ALL FINISHES. RECEIVED CITY OF TUKWILA MAR 2 0 2014 INTERIOR PARTITIONS PERMIT CENTER — EXISTING INTERIOR PARTITION - PATCH AND REPAIR EXISTING WALLS TO 'LIKE NEW' CONDITION AS REQUIRED TO ACCEPT NEW FINISH. INSTALL NEW DIAGONAL BRACING AS REQUIRED — NEW FULL WEIGHT INTERIOR PARTITION- 3 5/8"METAL STUDS @ 16" O.C. (MAX.) WITH 5/8" TYPE 'X' GYPSUM BOARD. PROVIDE GYP BD ONE OR BOTH SIDES AS REQUIRED. PROVIDE DIAGONAL BRACING AT 46" 0.C. 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. CEILING DEVICE LEGEND e RELOCATED T8 FLUORESCENT LIGHT STRIP 4'-0" - SEE ELECTRICAL 4' (R) SHEETS FOR DETAILS AND ADDITIONAL INFORMATION EXISTING TO REMAIN T8 FLUORESCENT LIGHT STRIP 4'-0" - SEE T - I D T I (E), (N), OR (R) 4 1 NEW 3 LAMP T8 FLUORESCENT LIGHT STRIP 4-0' SET AT 12'-0" A.F.F. - SEE ELECTRICAL SHEETS FOR DETAILS AND ADDITIONAL INFORMATION NEN LAY -IN SUPPLY AND RETURN GRILLES - SEE ELECTRICAL SHEETS FOR DETAILS AND ADDITIONAL INFORMATION EMERGENCY EXIT SIGNAGE - (E)= EXISTING, (N)= NEW, (R)= RELOCATED SEE ELECTRICAL SHEETS FOR DETAILS AND ADDITIONAL INFORMATION EMERGENCY EXIT SIGNAGE AND LIGHT - (E)= EXISTING, (N)= NEN, (R)= RELOCATED SEE ELECTRICAL SHEETS FOR DETAILS AND ADDITIONAL INFORMATION SSUE DATES w Q 0 F- ce w O LANDLORD DATE: w a 0 0 CONSTRUCTION/FINISH/LIGHTING PLA O Ill 0 0. Z< W CL CC W O W co O he V W � w oc o 0 �LLI� C� 01 Uri SCALE: NOTED 7087 ARCH �UEC T WILLIAM EDWJ, RD ABBOT STATE OF WWASHiNGTON 13130040115 (E), (N), OR (R) (E), (N), OR (R) EMERGENCY EXIT LIGHT - (E)= EXISTING, (N)= NEN, (R)= RELOCATED SEE ELECTRICAL SHEETS FOR DETAILS AND ADDITIONAL INFORMATION 12'-5" i PATCH REPAIR EXISTING NEUTRAL PIER. PROVIDE 3/4" REVEAL BETWEEN N.P. AND TENANT CONSTRUCTION. TYPICAL 5/8" GYPSUM BOARD ON EA. SIDE 3625162-43 @ 16" O.C. MAX. BULKHEAD SOFFIT ABOVE SET AT 12'-0" A.F.F. BOX COLUMN (2)3625162-43 w/ (2)362T125-43 BOX COLUMN, (2)6005162-43 w/ (2)600T125-43 BOX BEAM LOW, (2)10005162-43 w/ 362T125-43 TSB 3'-1 3/4" 2 1/4" (2) 3'-0" DOORS = 6'-0" 2 `/4" 2 5/8" 12'-5 1/6" D 2.1 2) .4" EQ STOREFRONT CONSTRUCTION PLAN SCALE: 1/2" = 1'-0" LEASE LINE EXISTING 1' GYP. BD. PAINTED PER L.L. PAINT COLOR PATCH REPAIR EXISTING NEUTRAL PIER. PROVIDE 3/4" REVEAL BETWEEN N.P. AND TENANT CONSTRUCTION. TYPICAL ONT ELEVATION NEUTRAL PIER AND DEMISING WALL • • \--MATCH MALL BASE 5/8" TYPE 'X' G.W.B. EA. SIDE OF 3625162-43 AT 16" O.C. 6" H. X 1/2" WODD WALL BASE BELOW 2 5/8"m 6" H. MALL T 3/4" BLACK ILE BASE BELOW ALUM. REVEAL • • N CO cn i BOX BEAM HIGH, (2)10005162-43 w/ 600T125-43 T*5 EQ 11" EQ " 2 1/4" -3" BOX BEAM LOW — (2)10005162-43 w/ 362T125-43 T*B i ll BOX BEAM I/OW\ (2)10005162-43 ilk/ 362T125-43 TSB \ BOX BEAM HIGH, (2)10005162-43 w/ 600T125-43 TSB 10' -2" 3'-1 3/4" EXTEND MALL FLOORING TO CLOSURE LINE LEASELINE u.i z ui N w 0 1- BOX COLUMN,_ (2)3625162-43 w/ (2)362T125-43 5/8" GYPSUM BOARD ON 3625162-43 @ 16" D.C. MAX. BOX COLUMN, (2)6005162-43 w/ (2)600T125-43 — BOX BEAM LOW, (2)10005162-43 w/ 362T125-43 T*B 2 )4" 3/4" BLACK METAL CHANNEL REVEAL 2" X 4 1/2" CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH 1/2" CLEAR TEMPERED GLASS 1' -3" 61'-9 1/2" L.L. TO L.L. B A2.11 MALL BULKHEAD / CEILING 10' -2" z TO N. LO N EQ BOX BEAM HIGH, — (2)10005162-43 w/ 600TI25-43 T*B EQ N I BOX COLUMN, (2)6005162-43 w/ (2)600T125-43 5/8" GYPSUM BOARD -GNP EA..SIDE-3625162-43 @ 16" O.C. MAX. • EXTEND MALL FLOORING TO CLOSURE LINE EQ 2 X411 GYP. BD. PAINTED PER L.L. PAINT COLOR 1' -3" i 1 v N CO in SIGN BAND GYP. BD. PAINTED PER L.L. PAINT COLOR GYP. BD. PAINTED PER L.L. PAINT COLOR /// / 2X FRT BLOCKING AS REQ'D. 6" H. X 1/2" WORD WALL BASE BELOW BOX COLUMN, (2)6005162-43 w/ (2)6007125-43 /' 6" HIGH CLEAR ANODIZED STOREFRONT BASE 2" X 4 1/2" CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH 1/2" CLEAR TEMPERED GLASS MATCH MALL BASE / 0 / (2) 3'-0" X 7'-0" GLASS DOORS / • BOX BEAM LOW, / (2)I0005162-43 w/ 362T125-43 T*B �v- LEASE LINE 5/8" TYPE 'X' G.W.B. EA. SIDE OF 3625162-43 AT 16" 0.G. 6" H. MALL TILE BASE BELOW 1 2" 1/4" uZ N J SOX BEAM HIGH, (2)10005162-43 w/ 600T125-43 TSB 2" X 4 1/2" CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH 1/2" CLEAR TEMPERED GLASS STANDARD 6'-0" WIDE BY 7'-0" HIGH CLEAR ANODIZED STOREFRONT DOORS WITH 1/2" TEMPERED GLASS 6" H. X 1/2" WOOD WALL BASE BELOW 5/8" G.W.B. OVER 3625162-43 AT 16" 0.C. PATCH REPAIR EXISTING NEUTRAL PIER. PROVIDE 3/4" REVEAL BETWEEN N.P. AND TENANT CONSTRUCTION. TYPICAL i 6" HIGH CLEAR ANODIZED STOREFRONT BASE 2" X 4 1/2" CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH 1/2" CLEAR TEMPERED GLASS BOX COLUMN, (2)3625162-43 w/ (2)362TI25-43 GYP. BD. PAINTED PER L.L. PAINT COLOR MALL BASE 2X FRT BLOCKING AS REQUIRED BOX BEAM LOW, (2)10005162-43 w/ 362T125-43 TSB LEASE LINE BOX BEAM HIGH, (2)10005162-43 w/ 600T125-43 TSB 2" X 4 1/2" CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH 1/2" CLEAR TEMPERED GLASS 1' -3" To PATCH REPAIR EXISTING NEUTRAL PIER. PROVIDE 3/4" REVEAL BETWEEN N.P. AND TENANT CONSTRUCTION. TYPICAL cy DRYWALL ILI BEAD 1/4" ROPE AND SEALANT JOINT, TYP. EA. SIDE STOREFRONT DOOR JAMB BOX BEAM LON, (2)10005162-43 w/ 362T125-43 TSB in 2X FRT BLOCKING AS REQUIRED 6" H. MATCHING MALL NALL BASE BELOW PROVIDE DUST PROOF STRIKEF FOR 105° HOLD OPEN BOX BEAM LON, (2)10005162-43 w/ BOX SEAM 1-11G1-1, (2)10005162-43 w/ BOX COLUMN, (2)6006162-43 w/ _REVIEWED FOR :CODE COMPLIANCE APPROVED APR 0 1 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 0 2014 PERMIT CENTER 1 NI- 1.0 to a 03 Liu 0 CO CO ce • dschumacher©abbotstudios.com >- cc ea 0 co cc 0 cc ISSUE DATES CL ci ILI a. 4,1 Cij CI CI 0 BID DATE: ARCHITECT STATE OF WASHINGTON' 13130040115 NT ELEVAT SHEET ATTACHED TO STRUCTURE ABOVE 3265162-43 METAL STUD BRACE AT 32"O.C. 8" GAB. B OVER 3265162-43 MTL. STUD FRAMING AT 16" O.C. (4) #10 TEK SCREWS (TYP. U.N.O.) 3265162-43 MTL. STUD FRAMING AT 16" O.C., TYP. U.N.O. 6005162-43 DIAGONAL BRACES SEE SECTION F/A2.11 8" G W.B. OVER 3265162-43 MTL. STUD FRAMING AT 16" O.C. 6" H. WOOD BASE FC-I FINISH FLOORING EXIST. GONG SLAB BOX BEAM (2) 10" X 18GA. STUDS W/ (2) 3 5/8" X 18GA. TRACKS SCREWED TOGETI-IER W/ #10 TEK SCREWS AT 6" O.C. EA. SIDE I6GA. DEEP LEG TRACK. ATTACH TO BOX COLUMN WITH 2 ROWS OF (5) #10.5DS. ATTACHED BOX SEAM WITH (10) #10 SDS (5 EACH SIDE OF SOX BEAM) BOX COLUMN (2) 3 5/8" X 18GA. STUDS W/ (2) 3 5/8" X 18GA. TRACKS SCREWED TOGETHER W/ #10 TEK SCREWS AT 6" O.C. EA. SIDE 35'5" X 16GA. TRACK ATTACHED — TO SLAB WITH 3/8" DIA. HILT KNIK HUS-EZ WITH 2 1/2" EMBEDMENT INTO SLAB ATTACHED TO STRUCTURE ABOVE APPX 1 NOTE FIELD VERIFY DECK HEIGHT G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL CONSTRUCTION WITH MALL REPRESENTATIVE HATCHED AREA REPRESENTS EXISTING MALL BULKHEAD/CEILING TO REMAIN; G.C. SHALL PATCH AND REPAIR AS REQUIRED AT ALL STOREFRONT TIE-INS ABOVE FINISH MALL FLOOR 3/4" BLACK METAL CHANNEL REVEAL 12'-0" A.F.F. _ ABOVE FINISH MALL FLOOR LEASE LINE MATCH TYPICAL MALL SASE EXISTING MALL FLOORI NG BOX COLUMN (2) 6" X 18GA. STUDS W/ (2) 6" X 18GA. TRACKS SCREWED TOGETHER W/ #10 TEK SCREWS AT 6" O.C. EA. SIDE 16GA. DEEP LEG TRACK. ATTACH TO BOX COLUMN WITH 2 ROWS OF (5) #10 SDS. ATTACHED "BOX BEAM z NITH (10) #10 SDS (5 EACH SIDE OF BOX BEAM) BOX BEAM TO BOX COLUMN DETAIL SCALE: 11/2 "= 1'-0" BOX SEAM (2) 10" X 18GA. STUDS N/ (2) 3 5/8" X 18GA. TRACKS SCREWED TOGETHER W/ #10 TEK SCREWS AT 6" O.C. EA. SIDE 6" X 16GA. TRACK ATTACHED TO SLAB NIT 3/8" DI -A. 4- HLTI KNIK HUS-EZ WITH 2 1/2" EMBEDMENT INTO SLAB ATTACHED TO STRUCTURE ABOVE 3265162-43 METAL STUD BRACE AT 32"0.C. * EA. SIDE OF COLUMN R" G.W.B. OVER 3265162-43 MTL. STUD FRAMING AT 16" 0.C. (4) #10 TEK SCREWS (TYP. U.N.O.) 6005162-43 DIAGONAL BRACES SEE SECTION F/A2.11 3265162-43 MTL. STUD FRAMING AT 16" O.C., TYP. U.N.O. (2) #I0 TEK SCREWS AT16"0.0 U.N.O. -I- g" G.W.B. OVER 3265162-43 MTL. STUD FRAMING AT 16" 0.C. 4" x 4" x 4" x 16GA. CLIP ANGLE w/ (6) #10 TEK SCREWS TYPICAL. 2"x 2"x . 2" x 16GA. BENT PLATES— N/ (3) #10 TEK SCREWS TYPICAL. 362T125-43 AT JOIST PANEL POINT. ATTAC TOP AND BOTTOM TO EXIST. JOIST w/ (2) #12 SCREWS 3625162-43 METAL STUD / CROSS BRACE AT 32"O.C. WITH (4) #10 TEK SCREWS EACH END. BRACE PARALLEL TO TRUSS 8" G.W.B. OVER 326S162-43 MTL. STUD FRAMING AT 16" 0.C. CLEAR ANODIZED ALUMINUM STOREFRONT (2) 3'-0" X 7'-0" ENTRY DOORS WITH 1/2" TEMPERED GLASS 10" HIGH BOTTOM RAI L STAINLESS STEEL SCHLUTER STRIP FC-1 FINISH FLOORING MAKE FLUSH TRANSITION WITH NEW MALL TILE FLOORIN WITH FLOOR LEVELING COMPOUND EXIST. GONG SLAB ATTACHED TO STRUCTURE ABOVE NOTE FIELD VERIFY DECK HEIGHT 3625162-43 CONT. w/ (2) #10 SCREWS @ EACH STUD APPX 1 BOX BEAM: (2) 6005162-43 w/ 362T125-43 T*B ATTACH EACH END TO METAL TRACK W (3) Elm #10 TEK SCREWS EXIST. 3625162-54 @ 16' O.C. w/ (2) #10 STEEL TEK SCREWS EACH FLANGE JOISTS 3625162-43 BRACE @ w/ (10) #10 TEK SCREWS EACH END SEE F/A2.11 EXIST. STEEL JOISTS BRACE PERPENDICULAR TO TRUSS 1CAL FRAMING ATTACHMENT SCALE: 1 I/2" = 1'-0" ETAML G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL CONSTRUCTION WITH MALL REPRESENTATIVE HATCHED AREA REPRESENTS EXISTING MALL BULKHEAD/CEILING TO REMAIN; G.C. SHALL PATCH AND REPAIR AS REQUIRED AT ALL STOREFRONT TI E- I NS / 15' -0" ABOVE FINISH MALL FLOOR 3/4" BLACK METAL CHANNEL REVEAL BOX BEAM (2)10005162-43 W/ (2)600T125-43 TOP et SOT SCREWED TOGETHER W/ #10 TEK SCREWS AT 6" O.C. EA. SIDE, SEE D/A2.1I 12'-0" A.F.F. ABOVE FINISH MALL FLOOR FRT BLOCKING AS REQ'D. 5/8" G.W.B. OVER 5/8" FRT PLYWOOD OVER 3265162-43 STUDS AT 16" O.C. 3265162-43 METAL STUD BRACE AT 32"O.C. BOX BEAM (2)10005162-43 W/ (2)362T125-43 TOP * BOT SCREWED TOGETHER W/ #10 TEK SCREWS AT 6" 0.C. EA. SIDE, SEE D/A2.11 SECTION El MATCH TYPICAL MALL SASE MALL TILE BY G.C. MAKE FLUSH TRANSITION. EXISTING MALL FLOORING 362T125-43 CONT. CONNECT TO SOX BEAM w/ (2)#10 TEK SCREWS @ 16" O.C. 362T125-43 ATTACH TOP AND BOTTOM TO EXISTING METAL JOISTS W/(2) 12-24 SCREWS. ATTACHED TO STRUCTURE - ABOVE 3265162-43 METAL STUD BRACE AT 32"O.C. AT 32" 0.C. it EA. SIDE OF COLUMN " G.1/4.13. OVER 3265162-43 MTL. STUD FRAMING AT 16" O.C. 6005162-43 DIAGONAL BRACES SEE SECTION F/A2.11 (2) #10 TEK SCREWS AT 16" 0. U.N.O. �- 8" G.W.B. OVER 3265162-43 MTL. STUD FRAMING AT 16" 0.C. 5/8" G.W.B. PARTITION BEYOND 6" 1-I.X 1/2" WOOD WALL BASE NEW CONCRETE TOPPING EXIST. CONC SLAB +— + + _+ + + 3625162-43 METAL STUDS CONNECT 'f f PTUFP EAHTL1 t�iEl Trb( c;r gP;Afcs AT ' L 16" 0.C., ATTACH EACH END TO VERT. TRACK N/ 2"x 2"x 2" -18 GA. BENT PLATE N/(3) #10 TEK SCREWS TYP. SECTION E2 ATTACHED TO STRUCTURE ABOVE NOTE FIELD VERIFY DECK HEIGHT APPX 1 3625162-43 CONT. w/ (2) #10 SCREWS @- EACH STUD REVIEWED FOR ODE COMPLIANCE APPROVED APR o 1 2014 SECTION G.C. TO COORDINATE STOREFRONT CONNECTION. TO MALL CONSTRUCTION WITH MALL REPRESENTATIVE HATCHED AREA REPRESENTS EXISTING MALL BULKHEAD/CEILING TO REMAIN; G.G. SHALL PATCH AND REPAIR AS REQUIRED AT ALL STOREFRONT TIE-INS // 151-0" ti ABOVE FINISH MALL FLOOR 3/4" BLACK METAL CHANNEL REVEAL BOX BEAM (2)10005162-43 W/ (2)600T125-43 TOP I. BOT SCREWED TOGETHER W/ #I0 TEK SCREWS AT 6" O.C. EA. SIDE, SEE D/A2.11 12'-0" A.F.F. ABOVE FINISH MALL FLOOR 2X FRT BLOCKING AS REQ' D. 2" X 4 1/2" CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH 1/2" CLEAR TEMPERED GLASS BOX BEAM (2)10005162-43 W/ (2)362T125-43 TOP it BOT SCREWED TOGETHER W/ #10 TEK SCREWS AT 6" O.C. EA. SIDE, SEE D/A2.11 2" X 4 1/2" CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH 1/2" CLEAR TEMPERED GLASS LEASE LINE MATCH TYPICAL MALL BASE MALL TILE BY G.C. MAKE FLUSH TRANSITION. EXISTING MALL FLOORING NEN BOX BEAM SEE E/A2.11 6005162-43 BRACE ATTACH TO EACH STUD w/ (2) #10 TEK SCREWS RECEIVED CITY OF TUKWILA TRACK 41AR 2 0 2014 CEILING JOISTS PERMIT CENTER RE STFPM ARCHITECT WILLIAM ED1P,',ViD ABBOT STATE OF 1%`tASH1`NGTGNl 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 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 IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 4. TI-IE 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. 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. 6. 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 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, 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" IF 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 15 OBVIOUSLY NECESSARY TO COMPLETE THE WORK OR WHICH 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 15 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 SI-IALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. C. TEMPORARY LIGHT AND POWER 1. 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 IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY OWNER TO THE CONTRACTOR. E. LICENSES, PERMITS, INSPECTIONS & FEES 1. THE CONTRACTOR SI-IALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THE WORK. 2. THE CONTRACTOR SHALL FURNISH TO OWNER CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. F. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS I. 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 REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE CONTRACTOR AND SUB -CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. G. GUARANTEE 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 NHICH 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 EQUIPMENT. 2. OWNER SHALL PROVIDE A COMPLETE I2-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 SUCH, NO ADDITIONAL MONIES. SHOULD BE INCLUDED IN THE BID. H. RECORD DRAWINGS I. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A. B. C. LOCATION OF JUNCTION BOXES AND RECEPTACLES. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. 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 15 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 WHEN 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, WHICH 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 . 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 IS 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 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. O. SCOPE OF WORK 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 TI-IE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM INCLUDING THE INSTALLATION OF PANELBOARDS, SAFETY AND :!DISCONNECT SWITCHES, LIGHTING CONTACTORS AND LIGHTING, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN THE BID FOR PROVIDING SERVICE EQUIPMENT NECESSARY FOR .'TIE-IN TO LANDLORD'S DISTRIBUTIOON 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. C. METERING AND CURRENT TRANSFORMERS AS REQUIRED BY DRAWINGS, OWNER, UTILITY COMPANY, AND/OR LANDLORD. D. 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. F. A COMPLETE EMERGENCY AND EXIT LIGHTING SYSTEM AS SHOWN ON THE DRAWINGS. G. 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. 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. 2. 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 I. 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 2(05I q WIRING A. WIRING CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SHALL BE COPPER AND THE ANG SIZE AND TYPE AS SHOWN ON DRAWINGS. MINIMUM WIRE SIZE SHALL BE ANG #I2. THE CONDUCTORS SHALL BE 600 VOLT INSULATION, TYPE THW, THWN OR THHN. 2. MINIMUM WIRE SIZE - FOR EACH 20 AMP BRANCH CIRCUIT SHALL BE "ANG 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. #10 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 #10 ANG SHALL BE REDUCED TO #10 ANG 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. 8. THE USE OF ROMEX, BX, ETC. IS NOT PERMITTED. q. WIRE CONNECTORS SHALL BE EQUAL TO "SCOTCH LOCK" FOR #8 ANG WIRE AND SMALLER AND EQUAL TO T B "LOCKTIGHT" FOR #6 ANG 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 IN/ 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_ IS NOT PRACTICAL. 5. IN WALLS (FOR LIGHT SWITCHES AND 120 VOLT POWER RECEPTACLES AND HVAC CONTROL EQUIPMENT). B. FLEXIBLE METAL CONDUIT OR MC TYPE CABLE MUST BE THE SAME SIZE AS THE IMC 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. - r. 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 260526 GROUNDING A. GROUNDING 1. FURNISH AND INSTALL COMPLETE WIRED GROUNDING CONDUCTOR SYSTEM, #I2 ANG 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. 3. 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. 4. 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 15 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, #12 ANG 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 TI-IE CONDUIT. THE GROUNDING CONDUCTOR SHALL BE COPPER WITH GREEN INDENTIFICATION AND SIZED PER N.E.C. 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 1. 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 IMC OR EMT UNLESS OTHERWISE SPECIFIED IN SPECIFICATIONS OR ON DRAWINGS. ALL CONDUIT 15 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 15 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. 4. 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 1. 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 SI-IALL NOT BE LESS THAN 4" SQUARE AND 11/2" 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 TI-IE 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 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. 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. 5. JUNCTION AND PULL BOXES MUST BE LABELED WITH CIRCUIT NUMBER IDENTIFICATION AND SYSTEM TYPE ON COVER. SECTION 2624IG PANELBOARDS A. PANELBOARDS 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 CHANGES ON RECORD DRAWINGS. 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 SI-IALL HAVE A MINIMUM SHORT CIRCUIT CURRENT RATING AND LUG CONNECTIONS AS INDICATED ON DRAWINGS: VERIFY ACTUAL A.I.C. SHORT CIRCUIT CURRENT REQUIREMENTS WITH THE LANDLORD AND UTILITY COMPANY PRIOR TO ORDERING EQUIPMENT. PROVI DE 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 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 It SEYMOUR. WEATHERPROOF GFI RECEPTACLES SHALL BE INSTALLED WHERE SHOWN ON DRAWINGS OR AS REQUIRED BY CODE. B. HEATING, VENTILATING & AIR CONDITIONING, PLUMBING, 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 DWGS 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 262516 SAFETY AND DISCONNECT SNITCHES A. SAFETY AND DISCONNECT SWITCHES 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 1 1/2 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 "HBL-1221, 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 A5 SHOWN ON THE DRAWINGS. CONTRACTOR IS 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 START PROVIDED WITH HIGH'. POWER FACTOR RAPI P D T RT 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 A5 A MINIMUM. 4. THE CONTRACTOR SHALL 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. 5. 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 COMMUNICATIONS I. INSTALL A SYSTEM OF CONDUIT RACEWAYS, OUTLET BOXES, PULL WIRES, AND TERMINAL BOARDS AS 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. OUTLET BOXES TO BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. 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 ALL RETAIL SPEAKER HOME 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. 2. LABEL ALL HOME RUNS ACCORDING TO LOCATION AND SPEAKER THEY COME FROM AT THE RACK POSITION. t o PESEHM�IT� APPROVAL REQUIRED RECEIVED CITY OF TUKWILA MAR 2 0 2014 PERMIT CENTER N U w H 0 0 0 w z_ w LC) x E 0 } U la 6- E E - (,) a) O .E O t U) In REVISION DFEECTIVE KEY ISSUE DATES co z 0 PQ V u_ W co ELECTRICAL d m H w 0 ce w 0 LANDLORD DATE: Lo 1 w 0 LU CIC W ®- O CO CC 00 CoU C uj Lw PL >- C° � w 4C J LtJ LiJ COCO 0. d m w 1- 0 00 U 0 31 00 3115 • z Ix 0 z N. 0 Panel Wiring Pone!board Patel Type NEMA Type Schedule (3-Phase) "MDP" Voltage OCPD Mounting 480Y/277 Phase Wire Buss 3 • Options/Notes AIC Rating EXISTING GE 225A M.G.B. 4 1 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. 1 VAV -I 15/1 1.316 A 2.060 125/3 TRANSFORMER 2 3 VAV -2 15/1 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 .ton SPARE 8 q VAV -5 15/1 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.q30 3.038 2.192 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. 9.160 . 11.0 11.8 Panel Wiring Paielboa-d Patel Type NEMA Type Schedule (3-Phase) "LP" Voltage OCPD Mounting 205Y/120 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 LO 20/1 EXIT/EM LTS 2 3 SPARE 15/1 0.000 B 0.160 LO 20/1 NIGHT LTS 4 5 SPARE 20/1 0.000 C 0.876 20/1 NON -SALES LTS 6 7 SPARE 20/1 0.000 A 1.500 20/1 SALES LTS 8 g SPARE 20/1 0.000 B 1.500 toil SALES LTS 10 11 SPARE 20/1 0.000 C 0.200 15/I SF LIGHTS 12 13 SPARE 20/1 0.000 A 1.200 15/I SF SIGN 14 15 SPARE 15/1 0.000 B 0.000 toil SPARE 16 17 SPARE 20/1 0.000 C 0.000 20/! SPARE IS Ig SPARE 20/1 0.000 A 0.000 20/1 SPARE 20 21 SPARE 20/1 0.000 B 0.000 toil SPARE 22 23 SPARE 20/1 0.000 C 0.000 20/1 SPARE 24 25 SPARE 20/1 0.000 A 0.000 20/I SPARE 26 27 SPARE ton 0.000 B 0.000 20/I SPARE 28 2g SPARE 20/1 0.000 C 0.000 eon SPARE 30 31 SPARE 20/1 0.000 A 0.000 20/1 SPARE 32 33 SPARE toil 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 3q 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. HACRHeating, A/C if Ref. SF Subfeed AFCI Arc Fault Circuit Inter. 1.236 3.4 2.1 Panel Wiring Paielboard Panel Type NEMA Type Schedule (3-Phase) "PP" Voltage OCPD Mounting 205Y/120 Phase Wire Buss 3 Options/Notes AIC Rating EXISTING GE 150A 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 SPARE 20/1 0.000 A 0.000 20/1 SPARE 2 3 SPARE 20/1 0.000 B 0.000 20/1 SPARE 4 5 SPARE 20/1 0.000 C 0.000 ton SPARE 6 7 SPARE 20/1 0.000 A 0.000 20/1 SPARE 8 g SPARE 20/1 0.000 B 0.000 20/1 SPARE 10 II 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/I 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 toil SPARE 20 21 SPARE 20/I 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/I SPARE 28 29 SPARE 20/1 0.000 C 0.000 20/I SPARE 30 31 SPARE 20/1 0.000 A 0.000 20/I 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 31 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 * Ref. SF Subfeed AFCI Arc Fault Circuit Inter. 2.868 8.0 8.0 TRANSFORMER SUMMARY - 480 DELTA TO 208/120V NYE DESCRIPTION N.E.C. CONNECTED 'DEMAND kVA NEC NOTES N.E.C. DEMAND FACTOR N.E.G. DEMAND kVA LIGHTING (CONTINUOUS) 1.236 {I] 1.25 1.545 TRACK LIGHT DEMAND ALLOWANCE - C2] - 0.000 SHOW WINDOW DEMAND ALLOWANCE - C3] - 0.000 KIT APPLIANCE 0.000 [4 1.00 0.000 RECEPTACLES 0.720 E53 - 0.720 MOTORS 0.648 E63 - 0.648 FIXED ELECTRIC SPACE HEATING 0.000 [7] - 0.000 AIR CONDITIONING SYSTEM 0.000 [6],[7] - 0.000 ELECTRIC WATER HEATER 1.500 - 1.0 1.500 MISCELLANEOUS 0.000 - 1.0 0.000 N.E.G. 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.G. DEMAND FACTOR N.E.C. DEMAND kVA MOTORS 5.056 E63 - 5.056 FIXED ELECTRIC SPACE HEATING - [7] - - TOTAL N.E.C. 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: CI] POWER FACTOR 15 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 N EXISTING ELECTRICAL PANEL BOARD SCHEDULE SCALE: NONE ROOF CEILING FLOOR EXISTING LANDLORD PROVIDED 400 AMP 3 POLE FUSED DISCONNECT AND METER ARE EXISTING TO REMAIN. EXISTING 65,000A AVAILABLE FAULT CURRENT. FIELD VERIFY PRIOR TO BID. EXISTING 600 AMP SERVICE TO FUSIBLE DISCONNECT SWITCH LOCATED IN TENANT SPACE. EXISTING LANDLORD'S SWITCHGEAR EXISTING FIRE ALARM PANEL 07 LL_l z 07 0 EXISTING 3 SETS OF (4) #250KCMIL. I #2/0 CND. ALUMINUM MC CABLE IN (2) 3' CONDUIT �- EXISTING (4) #3/O CU. AND (I) #6 CU. GND. IN 2' CONDUIT. CALCULATED AIC: 24.134 0 z l4 0 U EXISTING VAV-I 20A/IP TOGGLE DISCONNECT EXISTING VAV-2 20A/IP TOGGLE DISCONNECT EXISTING VAV-3 20A/IP TOGGLE DISCONNECT EXISTING VAV-4 20A/IP TOGGLE DISCONNECT EXISTING PANEL "MDP' 225A MLO 2T1/480V 30. 4W + GND 04 LU z 07 0 EXISTING 15 KVA TRANSFORMER 480V. 3$. 3W DELTA PRIMARY TO 120/208V, 30. 4W WYE SECONDARY EXISTING (2) #I2 AND (I) #I2 GND. IN 3/4" CONDUIT. EXISTING PANEL "PP" I50A MCB I20/208V 30. 4W + GND EXISTING PANEL 'LP' 150A MCB I20/208V 30. 4W + CND EXISTING (4) WO AND (1) #6 GND. IN 2' CONDUIT 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 10.-0" A.F.F. EXISTING POWER RISER DIAGRAM - FOR REFERENCE ONLY EXISTING 400 AMP FUSIBLE DISCONNECT SWITCH AS SHOWN ON FLOOR PLAN SHEET E1.2. REMOVE EXISTING 600 AMP FUSES AND PROVIDE 200 AMP FUSES WITH FUSE CLIPS. EXISTING (3) #2 AND (I) #L GND. IN I-I/4" CONDUIT. AWIEWEZEMZEIREV EXISTING (1) #2 GROUND TO NEAREST BUILDING STEEL. EXISTING (4) #I/0 AND (I) #L GND. (1) #6 150. GND. IN 2" CONDUIT RECEIVED CITY OF TUKWILA MAR 2 0 2014 PERMIT CENTER NOTE ALL NEINI WORK TO BE PERFORMED IN EACH DETAIL / SCHEDULE / DIAGRAM ON THIS SHEET IS S1-1ONN1N HEAVY AND ALL EXISTING WORK / ITEM TO REMAIN IS SHOW LIGHT, ��:c` �3' SEPARATE PERMIT AND REQUIR ui V Q G ISSUE DATES w F- a 0 F- Ct 0 w Q 0 0 0 J 0 J w a 0 0 ELECTRICAL POWER RISER AND LOAD. SUMMARI 10 r 0 10 LO w 0 IL LIU ZLLI a. CC O acc co ® [LIZ V Q. o_� T 111 L,31 co LIU 2 0 Z 0 Z (f) 0 OVAL 13130040115 - EXISTING TELEPHONE BOARD -PP-27 GENERAL NOTES - PLANS ALL DRAWINGS ARE CONCEPTUAL AND SCHEMATIC AND C. 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 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, 2. 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 DRAI^SINGS TO BUILDING DEPARTMENT FOR RECORD AT COMPLETION. THE CONTRACTOR SMALL VlSI T 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. E. F. G. H. 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 WITI-I A 25% SAFETY FACTOR INCLUDED: (BASED ON POWER COMPANY RECORDED HIGH DEMAND KW). ALL PANELS SHALL BE BALANCED WITHINIO% HIGH `,LEG TO LOW LEG. REUSE EXISTING LIGHTING AND INSTALL NEN LIGHTING AS SHOWN AND SCHEDULED ON PLANS. REUSE EXISTING CIRCUITS WINENEVER 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 SI-4ALL 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 THESE DOCUMENTS, SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER FOR CONSIDERATION AND DECISION BEFORE PROCEEDING WITH WORK. POWER AND LIGHTING PLAN 1/4' = 1'-0" POWER PLAN CODED NOTES EXISTING FIRE ALARM DEVICE TO BE RELOCATED. EXTEND CABLING AS REQUIRED TO NEW LOCATION. INSTALL NEN LITI-IONIA MODEL #C148T8 (OR EQUAL) SINGLE LAMP FLUORESCENT LIGI-IT HUNG FROM STRUCTURE AND WIRE AS SHOWN. INSTALL NEN EMERGENCY/ COMBINATION EXIT/EMERGENCY LIGHT AND WIRE AS SHOWN. EXISTING EMERGENCY LIGHT TO REMAIN. GENERAL CONTRACTOR IS TO CLEAN, RELAMP AND REPLACE BROKEN PARTS TO. LEAVE FIXTURE IN GOOD WORKING ORDER. EXISTING FIRE ALARM DEVICE TO REMAIN. INSTALL NEN COOPER LIGHTING MODEL EQUAL) 3 LAMP FLUORESCENT LIGHT AI. SHORN. INSTALL NEN LITHONIA MODEL #LF6N2/20 DTTFG02MVOLT (OR EQUAL) 52 WATT LED DOWNLIGHT. INSTALL JUNCTION BOX AND 120V, 10 POWER FOR SIGN CIRCUIT. REMODELING 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 WITHSTAND!NG. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING. CODES AND DESIGN INTENT. 8 E N oo (02, U ao� are) co mt M 0000 H - 1"`O I M Z CO < CO J >- LU = Z JN J w z Ct z z W 4) 10 X E 0 ♦- U E E IE cn • 1 o-c (n (n 2 5 EE PERMIT DATE: LANDLORD DATE: m 0 0 m SYMBOL (R) (E) POWER AND LIGHTING PLAN SYMBOL LEGEND DESCRIPTION EXISTING DEVICES TO BE RELOCATED AS SHOWN EXISTING TO REMAIN GFI RECEPT. MTD AT 44" DUPLEX RECEPT. QUAD. RECEPT. SNITCH SPST FIRE ALARM STROBE FIRE ALARM HORN/STROBE FIRE ALARM PULL STATION SMOKE DETECTOR DUCT SMOKE DETECTOR SYMBOL U D SC' IPTION NEN 2X4 SALES LIGHT O-S• S L GHT CEILING -MOUNTED EMERGENCY EXIT SIGN WALL -MOUNTED EMERGENCY EXIT SIGN WITH EMERGENCY HEADS CEILING -MOUNTED EMERGENCY LIGHT RECEIVED CITY cWT TIKWIL MAR 2 0 2014 SEPARATE PERMIT AND APPROVAL REQUIRED -PERMIT-CENTER-- POWER O 1) 1) B11 V CL >- CO < o W o- o co cc 0 1— OZO. CCI) 0 0I 0 _J o (o C z ce 0 z N 0 w 1- z w J 0 V) POWER AND LIGHTING PLAN 1/4" = 1'-0" GENERAL NOTES - PLANS A. ALL DRAWINGS ARE CONCEPTUAL AND SCHEMATIC AND C. 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 THEIR WORK AS REQUIRED TO MEET THE DESIGN INTENT. THE CONTRACTORS ARE RESPONSIBLE FOR TI-IE FOLLOWING: I COORDINATION WITH OTHER TRADES CONTRACTOR SHALL VERIFY REQUIREMENTS OF OTHER TRADES. 2. 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. THE CONTRACTOR SI-IALL 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 TI-1E 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. H. 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% HIGHLEG 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 S,-IALL BE IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND ORDINANCES AND THE NATIONAL ELECTRICAL CODE. ELECTRICAL CONTRACTOR SHALL RE --USE ALL EXISTING CIRCUITING INHERE AND AS MUCH AS POSSIBLE. ANY DEVICES, EQUIPMENT AND/OR MATERIAL FOUND OR UNCOVERED IN THE FIELD THAT IS 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. 8 (R) (E) NL 1 NL 4' NL EXISTING FIRE ALARM ANEL MDP-9 (E) (R). • 4' NL LP-4 L EXISTING LIGHTING 0 CONTACTOR BOX AND LIGHTING CONTROL PANEL. CIRCUIT TO PP-35 MDP-3 (E) NL EXISTING DISCONNECT SWITCH EXISTING PANEL "MDP" - EXISTING XFMR LP-2 MATCH LINE EXISTING PANEL "PP" EXISTING PANEL "LP" EXISTING TELEPHONE BOARD PP-27 MEMINI -F— -o E W z_ z W 2 0 w 0 LANDLORD DATE: w 0 0• POWER PLAN CODED NOTES - REMODELING POWER AND LIGHTING PLAN SYMBOL EXISTING FIRE ALARM DEVICE TO BE RELOCATED. EXTEND CABLING AS REQUIRED TO NEW LOCATION. INSTALL NEW LITI-IONIA MODEL #C148T8` (OR EQUAL) SINGLE LAMP FLUORESCENT LIGI-IT HUNG: FROM STRUCTURE AND WIRE AS SHOWN. INSTALLL NEW EMERGENCY/ COMBINATION EXIT/EMERGENCY LIGI-IT AND WIRE AS S4-IOWN. EXISTING EMERGENCY LIGHT TO REMAIN. GENERAL CONTRACTOR IS TO CLEAN, RELAMP AND REPLACE BROKEN PARTS TO LEAVE FIXTURE IN GOOD WORKING ORDER. EXISTING FIRE ALARM DEVICE TO REMAIN. INSTALL. NEN COOPER LIGHTING MODEL' EQUAL) 3 LAMP FLUORESCENT LIGHT AID S1-HONN. INSTALL NEN LITI-IONIA MODEL #LF61'12/26DTTFCO2MVOLT (OR EQUAL) 52 WATT LED DOWNL!GI.1T. ) INSTALL JUNCTION BOX AND 120V, 100 POWER FOR SIGN CIRCUIT. 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 HALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS ORS 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 OI4INER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. b ki-v. as 41-, SYMBOL (R) (E) tgf GFI DESCRIPTION EXISTING DEVICES TO BE RELOCATED AS SHOWN EXISTING TO REMAIN GFI RECEPT. MTD AT 44" DUPLEX RECEPT. QUAD. RECEPT. FIRE ALARM HORN/STROBE FIRE ALARM PULL STATION DUCT SMOKE DETECTOR SYMBOL SEPARATE APPROVAL LEGEND D SCIPTION CEILING -MOUNTED EMERGENCY EXIT SIGN WALL -.MOUNTED. EMERGENCY EXIT SIGN WITH EMERGENCY HEADS CEILING -!MOUNTED EMERGENCY LIGHT _RECEIVED CITY OF TUKWILA -_-_- p� .2l 2014 Mff CEN T€ z act J CL CD CC W 0 0 0 10 ♦♦wazt 0 > 0 < H c wa co cc 11— OZ0 CO < CI CAW W C 0 z 0 6 Z V) 0 SHEET COMMON WORK RESULTS FOR HEATING VENTILATING & AIR C❑NDITI❑NING SECTION 23050E 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 REVIEN 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 IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 4. THE CONTRACTOR IS 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 NHICH 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 THI5 SHEET FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. B. SCOPE OF WORK 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 SHALL 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 I. THE FOLLOWING EQUIPMENT 15 FURNISHED BY OWNER AND INSTALLED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. REFER TO RESPONSIBILITY SCHEDULE AND PLANS FOR APPLICABILITY. A. RTU'5, 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 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. TI-IE 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 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 TI-IE 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 MECHANICAL WORK SHALL BE INSTALLED SD 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 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 IS MORE STRINGENT. 7. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL, ETC. FOR THE PROPER INSTALLATION OF THE MECHANICAL SYSTEMS. B. THE CONTRACTOR SHALL COORDINATE FLOOR, WALL AND ROOF PENETRATIONS, LOUVER SIZES, ETC. WITH GENERAL TRADES. q. 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 SUPPLIER STARTUP CHECKLIST 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 * THE CONTRACTOR IS TO OBTAIN AN OWNER SUPPLIED MATERIALS (OSM) SCHEDULE TO ARRANGE RECEIPT, OFF LOADING AND MOVING OF ALL 05M TO THE JOBSITE. ALL 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 OSM SHIPPING DATE. 14. CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, PIPING AND DUCTWORK NOT BEING USED OR SHOWN TO REMAIN, IS 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. I. PROVIDE ACCESS FOR ALL LANDLORD AND TENANT EQUIPMENT, SUCH AS, FIRE * SMOKE DAMPERS, SMOKE DETECTORS, BALANCING DAMPERS, VAV BOX CONTROLS, ELECTRICAL JUNCTION BOXES REQUIRING PERIODIC INSPECTION AND/OR SERVICE TI-1AT 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 HELD 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 SI-IALL 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. R. DESIGN OF THE NON -DUCTED RETURN AIR PLENUM CEILING IS BASED ON THE REQUIREMENT TI-IAT ALL MATERIALS IN THE RETURN AIR PLENUM CEILING ARE ALL LABELED AS PLENUM RATED AND MEET THE FLAME SMOKE SPREAD REQUIREMENTS FOR PLENUM INSTALLATION AND THE APPROVAL OF A RETURN AIR PLENUM FROM TI-IE LANDLORD. IF THE CONDITIONS CANNOT BE MET, TTHE CONTRACTOR SHALL STATE THE AMOUNT TO BE ADDED TO TI-IE 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 MALL AT THE TIME OF THE BID. IF THE SAID SYSTEM 15 NOT ADEQUATELY DESCRIBED ON THE DRAWINGS, THE CONTRACTOR IS RESPONSIBLE TO INFORM THE GENERAL CONTRACTOR AND INCLUDE THE COST AS A SEPARATE LINE ITEM 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 TI-IE LANDLORD'S FIELD REPRESENTATIVE. 23. PROVIDE ACCESS FOR ALL LANDLORD AND TENANT COMPONENTS REQUIRING PERIODIC INSPECTION AND SERVICE TI-IAT 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 I . CONDENSATE DRAIN TO BE TRAPPED WITH A TRAP DEPTH OF 1.5 X UNITS TOTAL STATIC PRESSURE, MINIMUM 5" DEEP. DRAIN SMALL 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'-0" APART. ROOFTOP/EXTERIOR PIPING TO ROOF DRAIN SHALL BE COPPER. REFER TO DETAIL ON PI.I. E. CODES I. 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. NHERE 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 REVIEN 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 NHERE 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. 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, ADDENDUMS, 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 OLITION 1. 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 ASSfOCIATEI.) ROOF CURBS NOT TO BE REUSED ON i IIS 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 TI-IE 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 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. N. FINAL HVAC INSPECTIONS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, OWNER SHALL NAVE AN INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY TI-IE INDEPENDENT HVAC CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS. GENERAL DUTY VALVES SECTI❑N 230523 A. VALVES 1. BALL VALVES UP TO AND INCLUDING 2" SHALL BE BRONZE, ONE PIECE BODY, FULL PORT, 600 PSI, 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 1/2" 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 * 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 IS 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 M1.02 FOR SEISMIC HANGER DETAILS AND SPECIFICAITONS. B. DUCT HANGERS 2. I -!ANGER 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 WI-IERE DUCTS ARE LESS THAN 2 SQ. FT. I N FACE AREA, HANGERS SHALL BE NOT LESS THAN I"x1/I6" STRAP STEEL. 3. WHERE DUCT ARE GREATER THAN 2 SQ. FT. IN FACE AREA. HANGERS SHALL BE NOT LESS THAN I"xl/8" STRAP STEEL. 4. WHERE DUCT ARE 8 SQ. FT. IN FACE AREA. HANGERS SHALL BE BRACED BY 1"x1"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 SIDES 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 IN 3/8 6 I 1 N 3/8 6 1 I/4 IN 3/8 8 I I/2 IN 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 A I R IN 3/8 7 q I 1/4 IN 3/8 10 q 1 1 /2 I N 3/8 10 q 2 IN 3/8 10 13 2 1/2 IN 1/2 12 13 3 IN 102 12 15 4 IN 5/8 14 17 VI RATION CONTROLS HVAC PIPING P( EQUI= ME SECTI�N 230543 \T A. VIBRATION ISOLATION DEVICES 1. VIBRATION ISOLATION DEVICES WITH SUPPORTS E-ETNEEN VIBRATING EQUIPMENT AND THE STRUCTURE (FANS, AIR HAN.DLERS, 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 WHEN 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- COAT ED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. C. FLEXIBLE AIR DUCT 1 FLEXIBLE AIR DUCT SHALL BE I" INSULATED CLASS I 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 IN VERTICAL APPLICATIONS WITHOUT PRIOR APPROVAL FROM OWNER CONSTRUCTION MANAGER UNLESS NOTED OTHERWI SE. 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 1-1/2" 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. 2. PIPING SHALL BE IDENTIFIED AS FOLLOWS: CHILLED WATER RETURN, CHILLED WATER SUPPLY, CONDENSATE, HOT 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 3ALANCING SECTI❑N 230593 A. TESTING, ADJUSTING, AND BALANCING 1. 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 REVIEN 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 3ALA\CE REVIEA1 CHECKLIST PROJECT I \FORMATION DIVISION: 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)V INDEX NO# SYSTEMS: NOT ACCEPTABLE(X)2. 1. VAV WATER SOURCE HEAT PUMPS 3. ROOFTOP UNIT CHECK ALL THAT APPLY'S 4. SPLIT DX OR BUILT-UP CW (SEE SYSTEM INDEX) ELECTRIC CBAISENBOSNIT HEATER 65. . 1 2 3 4 5 6 7 UA UA TOILE EXHAUST FAN, EF-I ❑ ❑ V ❑ ❑ ❑ V ❑ UNACCEPTABLE ❑ ❑ ❑ ❑ ❑ REPORTCINDEPENDENT ASC ANEBB ONTRATOR (ICENS#NDIIGNTURREQUIRED) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 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 O.A. AMOUNT ❑ ❑ ❑ ❑ ❑ ❑ PLAN INDEXING EACH DIFFUSER AND GRILLE TESTED VERIFICATION OF OPERATIONAL STATUS ❑ ❑ ❑ ❑ ❑ SPACE TEMPERATURE AND SET POINT AFTER BALANCE ❑ ❑ ❑ ❑ ❑ SUPPLY TEMPERATURES (AT 100% COOLING * 100% HEATING) ❑ ❑ OUTSIDE DB/WB READING AT TIME OF BALANCE ❑ ❑ ❑ ECONOMIZER SETTING (A/B/C/D) IN ROOFTOP UNITS ❑ ❑ ❑ ADJ. 4 VERIFY ECONOMIZER EXHAUST FAN GOES ON AT 60% O.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/13/ REPORT SUBMITTED FOR THE ABOVE LOCATION IS APPROVED. APPROVED BY: DATE: REMARKS: REV 1/97 DUCTWORK INSULATI❑N SECTI❑N 230713 A. DUCTWORK INSULATION I. INSULATION PRODUCTS IN ACCORDANCE WITH. MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA q0A. 2. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. ALL DUCTWORK IN EXPOSED CEILING PLENUM SPACES SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF 1 I/2" THICK, I# DENSITY (R=5.6) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. ALL JOINTS MUST BE TAPED SO 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. b1- oo&i SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA MAR 2 0 2014 PERMIT CENTER U F () CHESTNUT Ct 0 0 G m E-- 0 1- w 0_ LANDLORD DATE: CG H z Q 1- 0 W a. -11 0 0 0 1) w 0 a. UJ I- CC wCO o. M OL_LU co OZ�. cnco 0 NC0=�. ( 0 0 m z 0 cc 0 14000002107 13130040115 SHEET SEQUENCE OF ❑PERATI❑N FOR HVAC SYSTEM SECTI❑N 230993 A. SEQUENCE OF OPERATIONS 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 NDURS, THE OUTSIDE AIR DAMPER SI-IALL 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-1 WILL GO INTO ECONOMIZER MODE BASED ON OUTSIDE AIR SENSOR MOUNTED ON OA-1. 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. NHEN SET TEMPERATURE HAS BEEN REACHED, COOLING OR HEATING CYCLE SHALL COMMENCE. NIGHT SET BACK- UNOCCUPIED MODE: THE OUTSIDE AIR DAMPER SI-IALL 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. 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: 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. 3. INSTALLATION: A. B. C. D. SUCTION LINES SHALL HAVE ADEQUATE LIFT TRAPS AND/OR DOUBLE SUCTION RISERS TO MEET THE REQUIREMENTS OF FIELD CONDITIONS AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 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 SI-IALL 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 IS OUT OF THE COMPRESSOR. UPON COMPLETION OF TESTING, BUT BEFORE THE REFRIGERANT PIPING INSULATION IS APPLIED, THE PIPING MUST BE INSPECTED BY A REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. 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 I-10T 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 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 AMF EXPENSE. ALL ITEMS FOUND TO BE INADEQUATE FOR PROPER PERFORMANCE BY EQUIPMENT MANUFACTURER FIELD REPRESENTATIVE MUST BE CORRECTED AT NO ADDITIONAL CHARGES TO A*F. HVAC AIR DISTRIBUTI❑N SECTI❑\ 233000 A. SUPPLY AIR TAKEOFF FITTINGS I. 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 1. 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. DUCTWORK SECTI❑N 233113 A. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED I. NO DUCTWORK SI-IALL 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 NHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOW I NG PRESSURE CLASS] F I CAT IONS: SUPPLY DUCTS: 2" W.G., POSITIVE RETURN AND EXHAUST DUCTS: 2" W.G., NEGATIVE. EXCEPT WHERE OTHERWISE INDICATED, USE DUCT SEALANTS OF THE FOLLOWING PRESSURE CLASSIFICATIONS: SUPPLY DUCTS: CLASS B - 31' 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 NI -EN 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. 7. 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. NI-IERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1-1/2"XI-I/2" X1/8" STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH 51LICONE 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. 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 1S 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 10-LOSS" SADDLE TEE TAPS BY UNITED MCGILL CORP., OR AS OTHERWISE REQUIRED 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 A\D 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 SECTION 238000 C. HVAC EQUIPMENT REFER TO PLANS FOR REQUIREMENTS. ALL EQUIPMENT SI-IALL INCLUDE A FIVE (5) YEAR COMPRESSOR AND TEN (10) YEAR HEAT EXCHANGER WARRANTY. 2. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 3. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. 3. 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 SI-IALL BE DIRECTED TO MOP SINK OR AS SPECIFIED ON PLANS, RADIANT HEATING ITS SE CTIIIN 238300 BASEBOARD, CABINET, AND UNIT HEATERS RECEIVED I. WHERE SHOWN ON DRAWING:, PROVIDE ELECTRIC HEATERS COMPLETEWTTNTUKWILA ELECTRIC HEATING COIL, CONTROLS, AND INTEGRAL THERMOSTAT. MAR 2 0 2014 SEPARATE PERMIT AND APPROVAL REQUIRED ERMIT CENTER CO0 tY Z 0 SCALE: NOTED U } = J Ct 0 w Z_ 5 w ISSUE DATES C m F w 1- a I_- ct w 0 LANDLORD DATE: w F- 0 0 MECHANICAL SPECIFICATIONS 0 I0 1 z u o 0 > Q co ce I-Cr L I D- o 03 C CO OZo� CO0a QI Lu LU L L C3 5 CO 0) %dd co h. 13130040115 SHEET KRUEGER AIR DISTRI3UTIOk NOTES : I. SYMBOL KEY - FIRST LETTER: S-SUPPLY R-RETURN E-EXHAUST SECOND LETTER: D-DIFFUSER R-REGISTER G-GRILLE 2. CATALOG NUMBERS REFER TO KRUEGER AIR DEVICES. 3. PROVIDE #DB DIRECTIONAL BLOW FOR OTHER THAN 4-WAY. 4. FINISH - "A" - WHITE "B" - WHITE - G.G. TO FIELD PAINT TO MATCH CEILING OR WALL WITH ENAMEL FINISH. "C" - FLAT BLACK SYMBOL CATALOG NUMBER vvv 580H 24"x24" 24"x24" �v v 24"x24" vv 22"x22" MOUNTING CEILING OTHER DEVICES 5. DAMPERS SHALL BE OPERABLE FROM FACE "A" - OPPOSED BLADE #AG-35. "B" - RADIAL OPPOSED BLADE #AG-75. "C" - RUSKIN CFD OR CFDR FIRE DAMPER W/VOLUME CONTROL. - YOUNG'S REGULATOR, DPR MODEL # 502O-CC. 6. BORDER STYLE - "A" - SURFACE MOUNTED. "B" - LAY -IN, PROVIDE WITH PRICE FRAME FOR DRYWALL CEILING MOUNTING. "C" - LAY -IN FRAME FOR T-BAR CEILING. MATERIAL STEEL FINISH WC WATER CLOSET: AMERICAN STANDARD "CADET" MODEL 2377.100, FLOOR MOUNTED TANK TYPE PRESSURE ASSISTED WATER CLOSET, VITREOUS CHINA. ELONGATED BOWL. CLOSED COUPLED FLUSHMETER TANK. 1.6 GALLONS PER FLUSH. WHITE COLOR. 17" RIM HEIGHT WITH WHITE RISE -AND -SHINE ELONGATED OPEN FRONT SEAT AND COVER #5325.024. FLUSH HANDLE TO BE ON OPEN SIDE OF WATER CLOSET. LAV LAVATORY: AMERICAN STANDARD MOUNTED AT WHEELCHAIR HEIGHT MODEL 0124.131. WALL MOUNTED 18.5" x 20" VITREOUS CHINA. 4" CENTERS. WHITE COLOR. PROVIDE JOSAM 17105-67 SERIES CARRIER, CHICAGO #895-3I7CP GOOSENECK FAUCET WITH 4" CENTERS, BLADE HANDLES AND CHICAGO VANDAL RESISTANT ECONO-FLO WATER CONSERVING AERATOR #E2805-5. MCGUIRE #158-WC SUPPLY STOP, MCGUIRE #155-WC STRAINER WITH OFFSET TRAP. MB MOP BASIN: FIAT MODEL MSB-2424. 24" x 24" x 10", MOLDED STONE SERVICEPTOR, VINYL BUMPERGUARD. PROVIDE #832.AA 36" LONG, 3/4" HOSE AND BRACKET WITH WALL HOOK AND CHICAGO #8c17 FAUCET WITH INTEGRAL VACUUM BREAKER. WH ELECTRIC WATER HEATER: A.O. SMITH MODEL ELJF-6, 6 GALLON ELECTRIC WATER HEATER, 1500 WATT ELEMENT. GLASS LINED, FOAM INSULATION. BAKED ENAMEL FINISH. 120 VOLT I PHASE. EWC ELECTRIC WATER COOLER: OASIS MODEL P8ACL, WALL MOUNTED HI -LOW HANDICAPPED ELECTRIC WATER COOLER. STAINLESS STEEL CONSTRUCTION. 4-TIMED TOUCH PADS. B.0 GPH @ 50 DEGREES F. 1/4 HP, 4.6 AMPS, 115 VOLT/I PHASE. PROVIDE WITH TRAP AND A BALL VALVE ON SUPPLY LINE. MOUNT WITH BUBBLER AT 36" A.F.F. MECHANICAL PLAN NOTES BORDER STYLE MECHANICAL CONTRACTOR SHALL 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.) MECHANICAL CONTRACTOR SHALL RELOCATE EXISTING THERMOSTATS AND SENSORS FOR EXISTING VAV BOXES (EX. VAV-I, EX. VAV-2, EX. VAV-3, EX. VAV-4 AND EX. VAV-5) TO NEW LOCATION SHOWN. CLEAN, ADJUST AS REQUIRED FOR PROPER OPERATION. REPAIR/REPLACE ANY DEFECTIVE PARTS AND MAKE SYSTEM FULLY FUNCTIONAL. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. MECHANICAL CONTRACTOR SHALL REUSE EXISTING AIR DEVICE. CLEAN, ADJUST, AS REQUIRED TO ENSURE PROPER OPERATION. MECHANICAL CONTRACTOR SHALL REUSE EXISTING TOILET EXHAUST FAN IN EXISTING RESTROOM. CLEAN, ADJUST, AS REQUIRED TO ENSURE PROPER OPERATION. REPLACE/REPAIR ANY DEFECTIVE PARTS. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. EXISTING RESTROOM, HOT AND COLD PIPING, FIXTURES, WATER HEATER, ETC. TO REMAIN. CLEAN, ADJUST, ALL FIXTURES AS REQUIRED TO ENSURE PROPER OPERATION. REPLACE FIXTURE ONLY IF PORCELAIN 15 BROKEN BEYOND REPAIR USE PLUMBING FIXTURE SCHEDULE FOR REFERENCE. FIELD VERIFY EXACT LOCATIONS AND REQUIREMENTS. © MECHANICAL CONTRACTOR SHALL REMOVE EXISTING AIR DEVICE, EXISTING DUCTWORK AND RELOCATE EXISTING MANUAL VOLUME DAMPER, AS NECESSARY. FIELD VERIFY EXACT LOCATION. REMARKS LAY -IN LAY- IN LAY -IN FIELD VERIFY ALL CO EX. 10/12 EX. 26/I4 \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 NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. ---��— DC. 10/121 1 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 SI-IALL 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. / / /.. /.M EX. I0"0 GENERAL NOTES 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 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 ARCHITECT AND OWNER'S CONSTRUCTION MANAGER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR 15 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 REVIEW THE EXISTING FACILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED TO INSTALL THE NEW WORK AND INCLUDED ALL RELATED WORK IN THE BID. EX. 12/14 EX. 104 EX. 10/14 EX. 10/14 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 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. 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; THAT SERVE OTHER TENANTS) SYMBOL MECHANICAL PLAN SYMBOL LEGEND DESCRIPTION RETURN AIR GRILLE EXHAUST FAN MECHANICAL DEMOLITION SYMBOL RECEIVED CITY OF TUKWILA MAR 2 0 2014 PERMIT CENTER DESCRIPTION TEMPERATURE SENSOR MECHANICAL EXISTING TO REMAIN CONNECT TO EXISTING AT THI5 POINT LIMITS OF DEMOLITION BALANCING/VOLUME DAMPER SPIN -IN FITTING Ti 13130040115 SHEET KRUEGER AIR DISTRI UTIO \ DEVICES NOTES : I. SYMBOL KEY - FIRST LETTER: 5-SUPPLY R-RETURN E-EXHAUST SECOND LETTER: D-DIFFUSER R-REGISTER G-GRILLE 2. CATALOG NUMBERS REFER TO KRUEGER AIR DEVICES. 3. PROVIDE #DB DIRECTIONAL BLOW FOR OTHER THAN 4-WAY. 4. FINISH - "A" - WHITE "B" - WHITE - G.C. TO FIELD PAINT TO MATCH CEILING OR WALL WITH ENAMEL FINISH. - FLAT BLACK 5. DAMPERS SHALL BE OPERABLE FROM FACE "A" - OPPOSED BLADE #AG-35. "B" - RADIAL OPPOSED BLADE #AG-75. "C" - RUSKIN CFD OR CFDR FIRE DAMPER WNOLUME CONTROL. "D" - YOUNG'S REGULATOR, DPR MODEL # 5020-CC. 6. BORDER STYLE - "A" - SURFACE MOUNTED. "B" - LAY -IN, PROVIDE WITH PRICE FRAME FOR DRYWALL CEILING MOUNTING. "C" - LAY -IN FRAME FOR T-BAR CEILING. SYMBOL CATALOG NUMBER SIZE MOUNTING MATERIAL FINISH DPR. BORDER STYLE REMARKS �✓ MOD. NECK CEILING OTHER STEEL ALUM. SD -I 1450 24"x24" 12"0 0 0 A V C ✓ ✓ v LAY -IN SD-2 1450 24"x24" 10" 0 ® 0 A C LAY- IN 5801-1 24"x24" 22"x22" 0 0 A C LAY -IN .�G-1 1vvvvvv-N.PVvvc✓vVvVvvv-N,vv�v PLUMBING FIXTURES FOR REFERENCE ONLY WC WATER CLOSET: AMERICAN STANDARD "CADET" MODEL 2377.100, FLOOR MOUNTED TANK TYPE PRESSURE ASSISTED WATER CLOSET, VITREOUS CHINA. ELONGATED BOWL. CLOSED COUPLED FLUSHMETER TANK. 1.6 GALLONS PER FLUSH. WHITE COLOR. 17" RIM HEIGHT WITH WHITE RISE -AND -SHINE ELONGATED OPEN FRONT SEAT AND COVER #5325.024. FLUSH HANDLE TO BE ON OPEN SIDE OF WATER CLOSET. LAV LAVATORY: AMERICAN STANDARD MOUNTED AT WHEELCHAIR HEIGHT MODEL 0124.131. WALL MOUNTED 18.5" x 20" VITREOUS CHINA. 4" CENTERS. WHITE COLOR. PROVIDE JOSAM 17105-67 SERIES CARRIER, CHICAGO #8q5-3I7CP GOOSENECK FAUCET WITH 4" CENTERS, BLADE HANDLES AND CHICAGO VANDAL RESISTANT ECONO-FLO WATER CONSERVING AERATOR #E2805-5. MCGUIRE #158-WC SUPPLY STOP, MCGUIRE #I55-WC STRAINER WITH OFFSET TRAP. MB MOP BASIN: FIAT MODEL MSB-2424. 24" x 24" x 10", MOLDED STONE SERVICEPTOR, VINYL BUMPERGUARD. PROVIDE #832.AA 36" LONG, 3/4" HOSE AND BRACKET WITH WALL HOOK AND CHICAGO #6q7 FAUCET WITH INTEGRAL VACUUM BREAKER. WH ELECTRIC WATER HEATER: A.O. SMITH MODEL ELJF-6, 6 GALLON ELECTRIC WATER HEATER, 1500 WATT ELEMENT. GLASS LINED, FOAM INSULATION. BAKED ENAMEL FINISH. 120 VOLT 1 PHASE. ELECTRIC WATER COOLER: OASIS MODEL PBACL, WALL MOUNTED HI -LOW HANDICAPPED ELECTRIC WATER COOLER. STAINLESS STEEL CONSTRUCTION. 4-TIMED TOUCH PADS. 8.0 GPH @ 50 DEGREES F. 1/4 HP, 4.6 AMPS, 115 VOLT/1 PHASE. PROVIDE WITH TRAP AND A BALL VALVE ON SUPPLY LINE. MOUNT WITH BUBBLER AT 36" A.F.F. MECHANICAL PLAN NOTES 0 MECHANICAL CONTRACTOR SHALL 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.) MECHANICAL CONTRACTOR SHALL RELOCATE EXISTING THERMOSTATS AND SENSORS FOR EXISTING VAV BOXES (EX. VAV-I, EX. VAV-2, EX. V.AV-3, EX. VAV-4 AND EX. VAV-5) TO NEW LOCATION SHOWN. CLEAN, ADJUST AS REQUIRED FOR PROPER OPERATION. REPAIR/REPLACE ANY DEFECTIVE PARTS AND MAKE SYSTEM FULLY FUNCTIONAL. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. MECHANICAL CONTRACTOR SHALL REUSE EXISTING AIR DEVICE. CLEAN, ADJUST, AS REQUIRED TO ENSURE PROPER OPERATION. MECHANICAL CONTRACTOR SHALL REUSE EXISTING TOILET EXHAUST FAN IN EXISTING RESTROOM. CLEAN, ADJUST, AS REQUIRED TO ENSURE PROPER OPERATION. REPLACE/REPAIR ANY DEFECTIVE PARTS. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. EXISTING RESTROOM, HOT AND COLD PIPING, FIXTURES, WATER HEATER, ETC. TO REMAIN. CLEAN, ADJUST, ALL FIXTURES AS REQUIRED TO ENSURE PROPER OPERATION. REPLACE FIXTURE ONLY IF PORCELAIN IS BROKEN BEYOND REPAIR USE PLUMBING FIXTURE SCHEDULE FOR REFERENCE. FIELD VERIFY EXACT LOCATIONS AND REQUIREMENTS. 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 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. H U 1 I (E) EX. 100 I� EX. 6 • EX. EF-1 GENERAL NOTES 12'0 S11 1-4 _ \ 1- I71- _L-_ EX. I2"O N 00100141 1 EX. 20/I6 MP EX. 12"0 MP 1 1 6'0 pi I I !DC 6/8 p1 I L. L`- (N) 5D-I 400 EX. 6"0 EX. 6') 'T J_ EX. VAV-4) 800 CFM EX. 14/10 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 15 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. • 5D-2 400 EX. 6 EX. 6"0 EX. EF-1 80 CFM EX. 6'0I� 17Q71 V 50 TO EX. VAV-5 EX. VAV-2 EX. VAV-I u EX. 150 EX. 8'0 I 711 EX. 200 EX. 8') L EX. 12'0 MP — I -- EX. 14/12 EX. I2/I4 1-1 1)- - EX. 22/I6+ - RG-1 EX. 14'$ MP EX. 16/16 MP r , 1.0 1 - EX. 14/12 T EX. 10' I� EX. MB MP RG-1 L- J EX. 20/14 N X 10/10 ---J iI • N MECHANCIAL DEMOLITION PLAN 1/4* = 1'-0" 0/10 EX. 10/1(T)T - T EX. 80 1 . 14/12 EX. 4 /A 150 x� (Ex. VAV-5) c100 CFM N 10 4) EX. 12/12 EX. 8". 5D-2 400 10'4 5D-2 EX. 10/12 N EX. 200 EX. 14". MP �11 EX. 20/20 U (EX. VAV-=i) N EX. 14'0 MP SD-2 400 5D 2 400 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 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. 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; THAT SERVE OTHER TENANTS) CFM N (EX. 2100 EX. 20/20 r '11 N N SYMBOL VAV-2) CFM i I0'4' ^-I EX. 10 4) i EX. 10') EX. 10/12 EX. 26/I4 EX. 104 10'O 10'4 ->a Nfl I-v._ -27 5D-2 400 . 10'0 EX IO'Ib EX. 10" k- 71 0 V 10 tP MECHANICAL PLAN SYMBOL LEGEND DESCRIPTION SYMBOL RECEIVED CITY OF TUKWILA MAR 2 0 2014 PERMIT CENTER DESCRI PTION "ct0 a0� a M t� "4' C.) O coO — = N 4- 0 I O r Co M z ma J W 0 0 0 0 0 a a) 41) E s (EF- #) MECHANICAL EQUIPMENT TAG TEMPERATURE SENSOR MECHANICAL EXISTING TO REMAIN SUPPLY AIR DIFFUSER GRILLE RETURN AIR GRILLE SEPTE PERMIT AND CONNECT TO EXISTING AT THIS POINT LIMITS OF DEMOLITION 2 0 0) z J 0 z 0 0 U V uu w 0 F— w m li) T 0 LANDLORD DATE: w H 0 0 0 Lc) LLI 0 0 co < CC W o- _CO CC 00 O co0a VLLI >NI H w JL�LlJ >coco 13130040115 0 0 0 0 CO tY Z 0 SCALE: NOTED SHEET © MECHANICAL CONTRACTOR SHALL REMOVE EXISTING AIR DEVICE, EXISTING DUCTWORK AND RELOCATE EXISTING MANUAL VOLUME DAMPER, AS NECESSARY. FIELD VERIFY EXACT LOCATION. 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. EXHAUST FAN MECHANICAL DEMOLITION APPROVAL REOU1'AED J—� BALANCI NG/VOLUME DAMPER SPIN -IN FITTING .01 SECTION 210500 COMMON WORK RESULTS FOR FIRE SUPPRESSION 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 TWE 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 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 CONTRACTORS. RESPONSIBILITY TO PROVIDE THE SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 4. THE CONTRACTOR IS 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 SITE 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 WHICH MAY AFFECT BID. B. SCOPE OF WORK I. 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. 2 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-13, 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. PERMITS, FEES, AND CHARGES. TESTS AND TEST CERTIFICATES. FIRE EXTINGUISHERS WITH TAGS. D. E. F. 3. 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. 4 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 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 NHICH 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 DRAW I NGS, 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 I5 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. 9. 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. 11. 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 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. 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 WIT( -I ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THE CONTRACTOR SHALL INCLUDE ANY CHANGES REQU I RED BY CODES I N 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 HIS 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 I. 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 HAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE VI1TH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. 3. PROVIDE 6 COPIES OF SLOP 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) ELECTRON IC 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 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. 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 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. H. I . 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. 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. J. PHASING REQUIREMENTS I. THE CONTRACTOR I 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 1. 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 AND ASSOCIATED EQUIPMENT NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH 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 TH15 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 51LICATE, 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. NA GERS AND SUPPORTS SECTION 2105261 A. HANGERS AND SUPPORTS I. 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 HANGERSAND PIPING OF DI551MILAR METALS SMALL BE DI ELECTRICALLY SEPARATED. 5 PROVIDE DOUBLE LOCK NUTS ON ALL TREADED RODS. 6. SEE SHEET MI.02 FOR SEISMIC (-(ANGER DETAILS AND SPEC IFICAITONS. B. PIPE HANGERS I -(ANGER SCI-IEDULE COPPER PIPING - .TYPE 'L' PIPE SIZE ROD SIZE MAX. SPACING TI--IRLU 3/4 IN 3/8 6 1 IN 3/8 6 1 1/4 IN 3/8 8 I 1 /2 N 3/8 8 2 1N 3/8 • q 2 1/2 IN 1/2 q 3 IN 1/2 10 4IN 1/2 10 HANGER SCHEDULE - STEEL PIPING PIPE SIZE ROD SIZE MAX. SPACING FOR WATER MAX. SPACING FOR STEAM, GAS OR AIR I IN 3/8 7 q 1 1/4 IN 3/8 10 q 1 I/2 1N 3/8 10 q 2 IN 3/8 10 13 2 1/2 IN 1/2 12 13 3 1N 1/2 12 15 4 1N 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. 600-521-7000, 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 I. 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 I65°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-I0-70 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. VICTUAL IC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY CODE AND THE LANDLORD. E. ALL SPRINKLER PIPING THAT 15 EXPOSED SHALL BE CLEANED it PRIMED FOR PAINT APPLICATION. 3. A FIRE PROTECTION SYSTEM TAP IS NORMALLY FURNISHED BY THE LANDLORD. VERIFY IN FIELD PRIOR TO BID. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. I N "SALES" AREAS AND 100 SQ. FT. I N "STOCK" AREAS. COMPLY WITH 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 I F REQU I RED, 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 15 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. 16. 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 1") ALL PENDENT SPRINKLER HEADS INSTALLLEL) IN ACOUSTICAL LAY -IN CEILING TILES. ALL SPRINKLER 1-dEAD5 IN CEILINGS SHALL BE SYMMETRICAL WITH LIGHTING AND AIR DEVICES. SPRINKLER HEADS ARE REQUIRED ABOVE TI-IE CEILING IN ALL AREAS OF CONCEALED SPACES. 16, A LANDLORD APPROVED FIRE PROTECTION CONTRACTOR. 51-IALL BE EMPLOYED BY THE MECHANICAL CONTRACTOR TO PERFORM ALL SPRINKLER SYSTEM MODIFICATIONS, 1q. PROVIDE 0.5. 4 Y. VALVE, FLOW SNITCH AND TAMPER SNITCH 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 I 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: 0.10 GPM/SQ.FT DESIGN AREA: MOST DEMANDING 1500 SQ. FT. MAX SPRINKLER COVERAGE: 225 SQ. FT./HEAD (130 SQ. FT. FOR DRY SYSTEM) HOSE DEMAND: DURATION: 100 GPM 30 MINUTES 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 AS REQUIRED BY THE RULES AND REGULATIONS OF TI-IE AUTHORITIES LAVING JURISDICTION. SYSTEM SHALL SHOW 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 REQUIREMENTS. 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. THE 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. THE FIRE ALARM SHALL INCLUDE AUDIO / VISUAL UNITS LOCATED THROUGHOUT THE FIT -OUT TO PROVIDE ALARM SYSTEMS IN LINE WITH 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 TI-IE FIRE ALARM SYSTEM TO BE REGULARLY TESTED WITHOUT OPERATING SPECIFIC INTERFACES SUCH AS THE A/V SHUT OFF AND THE MECHANICAL SYSTEMS. 9. 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 HAVE 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 SI-IALL 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. bLOOb2 RECEIVED CITY OF TUKWILA MAR 2 0 2014 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED moo <0L p_14)co 2d OOoop w O N O )- co �z Q J w z 0 0 0 Ct LcJ Z_ w W CC ISSUE DATES w 0 w a_ N 0 LANDLORD DATE: C cci H 0 0 co z 0 PPicc 0 W 0 Z 0 0 W 1- 0 LU I I 0 1.0 r W 0 0- CO LU W D- I ig W op cp '" OZ 0 0 Q. 0J5LLI W117, J 11 ‘.. C OW< CIL" W c 0 0 z 0 V) 0 z cn SCALE: NOTED 13130040 SHEET ..,c...,. .,,�.> .« � .. � _v . v. ..,,.. � .� ,ti -.,.. _ear ..... --i✓2 _. _,... � .�'S'ti 3,...: .:r....,. . _'2:mK.�v- DESIGN CRITERIA: 1 DESIGN AND INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF THE 0.8 .0 , N. F.P.A. 13, AND ALL AUTHORITIES HAVING JURISDICTION. 2 51 D PLAN LAYOUT IS FOR SCHEMATIC PURPOSES ONLY. WORKING PLANS AND HYDRAULIC CALCULATIONS SHALL I3E 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 1!) 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 AHEAD 5 SPRINKLER HEADS IN ROOMS WITH FINISHED CEILINGS SHALL BE SEMI -RECESSED PENDANT TYPE (UNLESS NOTED OTHERW ISE) 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, W I TH TEMPERATURE RATING IN ACCORDANCE WITH NFPA 13 (BASED UPON EXPECTED NORMAL AMBIENT TEMPERATURES). SEE SPECIFICATIONS FOR HEAD REQUIREMENTS. FIELD VERIFY ALL CO \JITIO \S 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, ENGTINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS.. _OF THE DESIGN AND INCLUDE IN. I-11S BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR_ONNER 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 NORK INSTALLED IN STRICT ACCORDANCE NITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT IAIITHSTANDING. 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. Q HANGER COMPONENTS NOTES; 1 TOP BEAM CLAMP. 2 3 4 5 SET SCREW. HEX NUT. ALL THREAD ROD. ADJUSTABLE HANGER RING. ><4 ><I >Al Abk ;!. pro ><1 N A hi N ><I 1 : • • . • I FIRE F'ROTECTION PLAN 1/4" = T-0" 1. : • . • \*. ' • \ • C) F- CD <I CD Ul 0- 7C F41 C.) CD 03 F- cq 0 to 14) z _J bJ z CD LO x E `). -oci eL r_ c E -E u.,1 •—, q) E o -c 0 > LL.I — > < - CZ, OZ 0 C) 6-1 oe < LL1 _zzczz 1. cn 0 00bz RECEIVED CITY OF TUKWILA MAR 2 0 2014 . GENERAL NOTES A. REMOVE ALL ITEMS AS INDICATED ON PLANS (ALL ITEMS SHONN AS "DARK/DASHED" LINE WEIGHT SHALL BE REMOVED). ITEMS SHONN AS "SOLID/LIGHT' LINE HEIGHT. 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 -S-TRUCTURAL MEMBERS OR LANDLORD UTILITIES, THE -ARCHITECT. AND OMER'S CONSTRUCTION MANAGER SHALL BE NOTIFIED 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 REVIEN THE EXISTING FACILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED TO INSTALL TI-IE NEW NORK AND INCLUDED ALL RELATED WORK IN THE BID. 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 NITHIN 24 HOURS SO THE NECESSARY DRAWING REVISIONS MAY BE INCORPORATED INTO THE PROJECT REQUIREMENTS. H. REMOVE • ALL FASTENERS,BRACKETS, HANGERS, NIR.ES, ANCHORS, THREADED • RODS, CLIPS, ETC. TO BARE STRUCTURE, TYPICAL. 1. NITHIN (2) DAYS OF COMMENCEMENT OF CONSTRUCTION, OR NITHIN EIGHT HOURS FOLLONING COMF'LET ION OF DE-IOU-0NTI-4E. CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND REPORT TO OWNERS CONSTRUCTION MANAGER ANY DISCREPANCIES IN THE LEASEHOLD DIMENSIONS OR CONFLICTS BETIAIEEN THE PHYSICAL SPACE AND THE INTENT OF THE NORKING DRANINGS. J. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ANY UTILITIES LINES NHICH ARE NOT TO BE DEMOLISHED OR RELOCATED. (I-E; THAT SERVE OTHER TENANTS) MECHANICAL PLAN NOTES .CONTRACTOR SHALL DEMOLISH RELOCATE. BRANCH LINES PER ORDINARY IHAZARD (GROUP II) 0 EXISTING-- SPRINKLER HEADS IN FIELD VERIFY • EXACT_ LOCATION EXISTING SPRINKLER HEADS AND SPACING REQUIREMENTS IN NFPA 13 DESIGN CRITERIA. EXISTING RESTROOM SHALL REMAIN. • AND REQUIREMENTS. LEGEND SYMBOL DESCRIPTION SEMI RECESSED SPRINKLER - HEAD WITH BLACK FINISH SYMBOL PERMIT CENTER DESCRIPTION SMOKE DETECTOR, AREA • SEMI RECESSED SPRINKLER Ow HEAD WITH VIHITE FINISH EXISTING SPRINKLER HEAD E 1 TEST STATION, DUCT SMOKE DETECTOR r' g -*----® (E) FIRE ALARM . STROBE FIRE ALARM HORN/STROE3E FIRE ALARM ,PULL STATION DUCT MOUNTED SMOKE DETECTOR EXISTING FIRE ALARM BOOSTER PANEL 81WARATE PERMIT AND • •• REQUIRED z ict C11— C.) LL.1 1— CC w cc L. 0 0 Et LU 0 (4 m 113 0 0 ....• ' „ ' „ 0040115 SHEET 2 0 0 ce 0 z 0 0 z Lai 0 V) .,,c.,,..i...::: ..:::.,......".r., 0 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 IRIITH 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: DESIGN AND INSTALLATION SHALL COMPLY WITI-I THE REQUIREMENTS OF THE O.B.C., N.F.P.A. 13, AND ALL AUTHORITIES HAVING JURISDICTION. 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. 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. ORDINARY HAZARD (GROUP 11) AREAS: DESIGN AREA: MOST DEMANDING 1500 SQ. FT. (MOST DEMANDING 1500 SQ. FT. FOR DRY SYSTEM) MAX. SPRINKLER COVERAGE: 1.30 SQ. FT./HEAD 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. 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 REQUIREMENTS. 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. A. REMOVE ALL ITEMS •AS INDICATED ON PLANS (ALL ITEMS SHONN AS "DARK/DASHED" LINE WEIGHT SHALL BE REMOVED). ITEMS SHOWN AS °SOLID/LIGHT" LINE NEIGHT SHALL REMAIN UNCHANGED. - • O HANGER COMPONENTS NOTES; 1 TOP BEAM CLAMP. 2 SET SCREW. 3 HEX NUT. 4 ALL THREAD ROD. 5 ADJUSTABLE HANGER RING. 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. 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 SI--IALL REVIEN 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 NOTEFY ARCHITECT OF ANY UNNOTED EXISTING CONDITION NHICI-H CONFLICTS MITI--i TI-IE 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. - !. N! T HIN (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 !N THE LEASEHOLD DIMENSIONS OR CONFLICTS BETWEEN THE PHYSICAL SPACE AND THE INTENT OF THE WORKING DRAWINGS. • J. EXERCISE EXTREME CARE DURING DEMOL ITION SO AS NOT TO DAMAGE OR DISRUPT ANY UTILITIES LINES NHICH ARE NOT TO BE DEMOLISHED OR RELOCATED. (IE; THAT SERVE OTHER TENANTS) MECHANICAL PLAN NOTES 1 CONTRACTOR SHALL DEMOLISH ,EXISTING SPRINKLER HEADS AND RELOCATE BRANCH LINES PER SPACING REQU I REM ENTS I N NFPA 13 ORDINARY HAZARD (GROUP 11) DESIGN CRITERIA. EXISTING SPRINKLER HEADS IN EXISTING RESTROOM SHALL REMAIN. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. SYMBOL DESCRIPTION SEMI RECESSED SPRINKLER HEAD WITH BLACK FINISH SEMI RECESSED SPRINKLER HEAD WITH WHITE FINISH EXISTING SPRINKLER HEAD TEST STATION, DUCT SMOKE DETECTOR DUCT MOUNTED SMOKE DETECTOR EXISTING SYMBOL PERMIT CENTER DESCRIPTION SMOKE DETECTOR, AREA • FIRE ALARM STROBE FIRE ALARM I- TORN/F,TROBE FIRE ALARM PULL STATION r s FIRE br REQUIRED SHEET