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HomeMy WebLinkAboutPermit D14-0080 - INSPA - DEMOLITIONINSPA 17100 SOUTHCENTER PY STE 112 D14-0080 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.Rov DEVELOPMENT PERMIT 7888920020 Permit Number: D14-0080 17100 SOUTHCENTER PKWY 112 Issue Date: 4/1/2014 Permit Expires On: 9/28/2014 Project Name: INSPA Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: WIG PROPERTIES LLC-SS 4811 134TH PL SE , BELLEVUE, WA, 98006 GREG EDWARDSON 4811 134 PL SE , BELLEVUE, WA, 98006 OWNER AFFIDAVIT ON FILE ,,, Lender: Name: WIG PROPERTIES Address: 4811 134 PL SE , BELLEVUE, WA, 98006 Phone: (253) 686-6277 Phone: Expiration Date: DESCRIPTION OF WORK: DEMOLITION OF ALL IMPROVEMENTS IN PREPARATION FOR NEW TENANT Project Valuation: $10,000.00 Fees Collected: $491.22 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Occupancy per IBC: B 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: 04i ° tit/ I hearby certify that I have read and e . d this permit and know the same to be true and correct. All provisions of law and ordinances gover his 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 p-rformance of work. I am authorized to sign and obtain this development permit and agree o th onditio ttached to this permit. Signat " t �-' f Print Name: �''� !vk,Q-f t� Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: 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). 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 9: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 10: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 7: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 11: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 12: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL CITY OF TUG. .A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. V t ti l O Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION S -)THCENTrR SZ v P1 King Co Assessor's Tax No.: 1.19 fba412-00 2/0 Site Address: I % , O 0 eSotYn-1 erZJ .fr/R Pftik)11))A 1 Suite Number: 1 12_ Floor: I Tenant Name: 1 NS'fF? PROPERTY OWNER Name: W 1 G pROP1rR1-1 FS Address: L T/, / 3y TN PLACtil SE City: 8 i_GCr vo c. State: wel Zip:9 p,a CONTACT PERSON — person receiving all project communication Name: GR F� izto-> ft-ROSDN Address: ggl i 1311" PL t SE City: 13iiii-P VI r, State: w» 411;666 Phone,„ 3 At (277 Fax: Lizs.. it,t 8, ii-RIALA I 1.))1V'P O! D 05 GENERAL CONTRACTOR INFORMATION Company Name: Lij; fro f RdP ` S Address: SilrnE aS E_ ABOVE_ U City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: ❑ Yes ,.. No ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: J 1 l�r _ 94) Address: City: State: Zip: H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 1 of 4 BUILDING PERMIT INFORMATII 206-431-3670 Valuation of Project (contractor's bid price): $ /1+ Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Darn() ALL .1141PF004, 7 $ Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1'Floor 2—(�„r ,_0 � 0 V6 i 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS�pMATERIALS: J°i Sprinklers Af Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safe ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2012 Applications\Pertnit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INF( IATION — 206-433-0179 Scope of Work (please provide detailed information): t fiMO fi Lt_ 1MQR6 Urn 1.17 Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District # 125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate 0 ...Valley View ❑ ...Sewer Availability Provided 0... Highline 0... Renton ❑... Renton 0... Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) 0... Geotechnical Report 0 .. Traffic Impact Analysis ❑ .. Bond 0...Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) 0 .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water 0...Right-of-way Use • Profit for less than 72 hours ❑ ... Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage ❑...Abandon Septic Tank 0...Curb Cut 0...Pavement Cut ❑... Looped Fire Line 93 ❑ ... Grease Interceptor ❑ ... Channelization ❑ ... Trench Excavation 0... Utility Undergrounding ❑ .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size 33 WO # ❑ .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public ❑ Private 0 ❑ .. Water Main Extension Public ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\Pennit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 +' OR AUTHO Signature. Print Name: 4 ; EbLi)1 s < Mailing Address: 4/50 I fay r7% s Date: _S' — /-? Iy Day Telephone: ZS3 416 -6Z77 City State Pzo Zip H:Wpplications\Forms-Applications On Line \2012 Applications\Fennit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID 05. D14-0080 DEVELOPMENT $290.80 PERMIT FEE R000.322.100.00.00 $286.30 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 TECHNOLOGY FEE $14.32 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1654 R000.322.900.04.00 $14.32 $305.12 Date Paid: Tuesday, April 01, 2014 Paid By: GREGORY D EDWARDSON, WIG PROPE Pay Method: CREDIT CARD 05028G Printed: Tuesday, April 01, 2014 11:05 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $186.10 D14-0080 Address: 17100 SOUTHCENTER PKWY 112 Apn: 7888920020 $186.10 DEVELOPMENT $186.10 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R1456 R000.345.830.00.00 $186.10 $186.10 Date Paid: Thursday, March 13, 2014 Paid By: GREGORY D EDWARDSON, WIG PROPE Pay Method: CREDIT CARD 02624G Printed: Thursday, March 13, 2014 11:28 AM 1 of 1 IN INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA"BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proj Ype nspe TITO 6 e 3),43,, ,i Date Called: Special Instructions: (0177 1 DateWanted: —2-2.--1 p.m. Requester 107 `s---- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pal Inspector: Date: ri REINS hE F1ON'FEE RBI !RED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Di LI " INSP PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:._.:'N5� Tee l NA'— Address: Date Called: Special Instructions: cv277 L...3 Date Wanted: -- 2-0 — 14 aa.aa! p.m. Requester: Phone No Approved per applicable codes. Corrections required prior to approval. COMMENTS: ire Date: E1N�PECTION FEE REFIRED. Prior to next inspection, fee must be aid t 6300 Southcentelvd.. Suite 100. tt to schedule reinspection. INSPECTION RECORD Retain a copy with penmi INSPECTION NUMBER oo 80 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: SPA. Type of Inspection: D-er) a Address: i 7) v v Suite #: it a~ 5 - C Pict Contact Person: Special Instructions: Phone No.: E-Approved pe kapplicable codes. COMMENTS: wtlac. ��,a, r1 FiCorrections required prior to approval. r`. '..-P �z :/1(.S1. v' Co.()�� • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: , Pre -Fire: Permits: Occupancy Type: Inspector: A S--Z Date: s7'z e 7 y Hrs.: i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10_ PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0080 PROJECT NAME: INSPA SITE ADDRESS: DATE: 03/13/2014 17100 SOUTHCENTER PY, STE 112 X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: /41- C, Building Division b A'/l— Public Works I. Fire Prevention Structural titik Ai/A_ ----)4-11-1 Planning Division III Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 03/18/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/15/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 CITY OF TUKWILA Department of Convmsadty Development 630o Southcenter Boulevard, TLkwila, WA 98188 Telephone: (206) 431367o PAX (206) 4313665 Permit Center/Building Division 206 431-3670 Public Worm Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO. Plt-t -oleo STATE OF WASHINGTON) ) as. COUNTY OF RING ) G' tibilJARf 50/4 [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.o90 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila mast verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requiremat of RCW 18.27.ogo, I consider the work authorized under this permit to be exempt under number , and will therefore not be performed by a registered contractor. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their awn property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. 5• states as follows: Signed and sworn to before me this _ day of W mike NOTARY PUBLIC in and for the z of Washington Residing at u i% , County Name as commissioned: 18.27.090 Exemptions, The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 1o. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. • • *VICINITY MAP NO SCALE • WESTFIELD .SHOPPINGTOWN SOUTHCEN.TER STRANDER Occupancy Diagram 1 1'0 • SCOPE OF WORK -Tenant improvements including non-structural interior partitions, ceilings, finishes, and related electrical and mechanical work. This tenant space shall not be occupied until a Building Permit for Tenant Improvement (TI) has been completed with final inspections. LEGEND BUSINESS AREA ACCESSORY STORAGE F E R R ED S U B IVI I TTALS . PLUMBIN , ELECITRICAL,ANb S GNAGE AL A0.0 A0.0 SEPARATE E PERMIT R:F.Q iRED FOR: echanicial iiectricat PI mbing CGIEas Piping City of Tukwila B (L DING DIVISION NAME'' KARREMAN + AS 1CIATES. 'architecture . FILE COPY Permit Nol ` 1 Plan review -approve Is saint to MIS and oions. :g ait al of constriction dam does not authorize . ;;o atian of any adopted code or . Receipt It approved illou dged' City Orlidestaa BUILDING DIVISION WILCOX CONSTRUCTION INC. a 7 5.c- 9 . • REVISIONS No changes shaft be made to the scope of work without prior approval of • Tukwila Building Division. • . • tOTT: Revisions will require a plan submittal • .• . and may include additional plan review fees. OCCUPANT LOAD AREA ' LOAD FACTOR OCCUPANT LOAD BUSINESS AREA 2,054 S.F. 100 S,F. 21 ACCESSORY STORAGE . 206 S.F. 300 S.F. 1 Total Occupants EXIT REQUIREMENTS NUMBER ANID ARRANGEMENT OF EXITS FLOOR, ROOM OR SPACE DESIGNATION • MINIMUM NUMBER OF EXITS TRAVEL DISTANCE • ARRANGEMENT MEANS OF EGRESS REQUIRED SHOWN ON PLANS ALLOWABLE TRAVEL DISTANCE . REQUIRED DISTANCE BETWEEN EXIT . DOORS ACTUAL DISTANCE SHOWN ON PLANS Business Group B 1150 MAX. 1 250' W/ SPRINK. . NA NA EXIT WIDTH NUMBER OF INCHES OF DOORS/CORRIDOR REQUIRED NUMBER OF INCHES OF DOORSICORRIDOR PROVIDED NUMBER OF INCHES OF STAIRS REQUIRED NUMBER OF INCHES OF STAIRS PROVIDED 32" / 36" REQUIRED 36" / 60" MIN. PROVIDE NA NA REVIEWED FOR CODE COMPLIANCE :' APPROVED MAR 26 2014 Po City & 'Cukwiia BUILDING DIVISION Exit Requirements PLUMBING FIXTURE REQUIREMENTS OCCUPANCY WATER URINALS • LAVATORIES • CLOSETS • • Group B -1 Occupant/ 200S.F. 2,260 G.S.F. =12 Occupants MALE • FEMALE MALE • FEMALE UNISEX • UNISEX 1 PER 2 WCs 1.PER 2 WCs 1 1 UNISEX UNISEX Plumbing. Requirements RECEIVED CITY OF TUKWILA MAR 1 3 2014 PERMIT CENTER 231 Gowen ...:.Place NW Bainbridge ' .:Island Washington 98110 tel / fax .20,6 842 12.53 • 1 e-mail frankCkarreman.com ARCHITECT'S STAMP CONSULTANTS: • LLI D CI cr CC i- 1— LJ z0. LLI -;L Q" OH < 1""" 0 4icr 0)c�� R 00 00 T' COVER SHEET SCALE: AS NOTED ISSUE DATE: 7f2i07 CONSTRUCTION SET • •iyy� .j.•':'!i ;::Il.0 i':i'3:.`:�til�'��:'a:b��: 1 1`j'i •:; i - t'%. 'it/ •Yale.'.; >` . • } GENERAL NOTES • 1. DO NOT SCALE DRAWINGS DUE TO REPROGAPHIC PROCEDURES, ALL COPIES OF ORIGINALS SHALL BE CONSIDERED NOT TO SCALE. 2, ANY REFERENCE TO OWNER SHALL MEAN INSPA: TO CONTRACTOR SHALL MEAN THE TENANTS GENERAL CONTRACTOR AS WELL AS SUBCONTRACTORS: TO LANDLORD SHALL. MEAN ANY PARTY ACTING ON BEHALF OF THE OWNER OF THE BUILDING AS WELL AS ANY CONTRACTOR EMPLOYED BY THE LANDLORD. 3. . PRIOR TO THE START OF WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN AND CONDITIONS OF THE SET OF PLANS. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO ARCHITECT AT (206) 842-1253 PRIOR TO STARTING ANY WORK E4. ALL DRAWINGS AND SPECIFICATIONS ARE DIRECTED TO THE ATTENTION OF THE CONTRACTOR. THE INCLUSION OF ANY WORK BY MENTION, NOTE, DETAIL, ITEMIZATION, HOWEVER BRIEF, MEANS THAT THE CONTRACTOR SHALL PROVIDE AND INSTALL THE SAME. ALL WORK PERFORMED SHALL INCLUDE ALL EQUIPMENT AND MATERIALS NORMALLY DEEMED TO BE PART OF A COMPLETE PACKAGE WITHIN THE DEFINITION OF NORMAL INDUSTRY STANDARDS. . 5. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY UTILITIES AS REQUIRED. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL FROM THE .. PROJECT SITE ALL TRASH DEBRIS, AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION AND FIXTURING OF THE DEMISED PREMISES. 7. THE CONTRACTOR SHALL USE RUBBER WHEELS ON ALL CARTS AND EQUIPMENT BOXES. $:. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES. 9. ALL SURPLUS MATERIALS ARE PROPERTY OF THE OWNER AND THE CONTRACTOR SHOULD COORDINATE THEIR DISPOSAL WITH THE OWNER. 10. WHERE APPLICABLE, EXISTING SPRINKLER SYSTEM IS TO REMAIN. MODIFY AS REQUIRED TO ACCOMMODATE NEW DESIGN AND TO COMPLY WITH LANDLORD'S INSURANCE UNDERWRITER, THE GOVERNING FIRE MARSHAL AND CODE REQUIREMENTS. 11. SUBSTITUTION: THE CONTRACTOR IS TO SUPPLY ALL EQUIPMENT AS SPECIFIED ON PLANS. ALL PRODUCTS AND EQUIPMENT MENTIONED IN THESE DOCUMENTS ARE SUBJECT TO SUBSTITUTION OR EQUAL, IT SHOULD BE UNDERSTOOD THAT SUCH A SUBSTITUTION SHALL BE MADE ONLY AFTER WRITTEN CONSENT IS OBTAINED FROM THE ARCHITECT. THE CONTRACTOR. SHALL PROVIDE SPECIFICATIONS OF SAID EQUAL, AS WELL AS TEST DATA AND PROOF OF INDUSTRY'S ACCEPTANCE THAT SUBSTITUTION IS OF EQUAL QUALITY, AND MATERIAL SAMPLE IF APPLICABLE. 12. WORKMANSHIP SHALL COMPLY WITH THE QUALITY METHODS AND STANDARDS IN ACCORDANCE WITH THE BEST TRADE PRACTICES. MANUFACTURED PRODUCTS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS OF THE PRODUCT. ALL EQUIPMENT AND MATERIALS SHALL BE NEWAND CONFORM WITH FIRST CLASS STANDARDS OF • MANUFACTURING. DEFECTIVE, DAMAGED AND/OR SUBSTANDARD MATERIALS WILL NOT BE ACCEPTABLE, AND IF BUILT-IN, SHALL BE REMOVED AND REPLACED WITH SOUND MATERIALS OR OTHERWISE CORRECTED TO OWNER'S SATISFACTION AT THE TOTAL EXPENSE OF THE CONTRACTOR. 13. THE ARCHITECT SHALL BE RESPONSIBLE FOR SECURING AND PAYING ALL INITIAL COSTS RELATED TO OBTAINING THE BUILDING PERMIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PAYING FOR ALL COSTS RELATING TO OBTAINING ANY OTHER GOVERNMENTAL FEES, LICENSE AND INSPECTIONS REQUIRED, INCLUDING THE CERTIFICATE OF OCCUPANCY. 14. THE CONTRACTOR SHALL HAVE A QUALIFIED SUPERINTENDENT FOR THE PROJECT WHO SHALL BE RESPONSIBLE FOR THE OVERALL. CONSTRUCTION AND WHO HAS AUTHORITY TO MAKE CONSTRUCTION DECISIONS ON BEHALF OF THE CONTRACTOR.: 15. ' THE CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF COMPLETION. THE r CONTRACTOR SHALL, AT THEIR EXPENSE, REPAIR OR REPLACE ANY DEFECTS OR FAULTY MATERIALS & LABOR FOUND DURING THIS PERIOD, INCLUDING REPAIRING OR REPLACING OWNERS EQUIPMENT DAMAGED AS A RESULT OF SAID DEFECT. THIS ONE-YEAR GUARANTEE WILL ALSO APPLY FOR LABOR REQUIRED TO SERVICE ANY ITEM WHERE THE MANUFACTURER'S WARRANTY ONLY COVERS PARTS. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY DIAGRAMS, OPERATING INSTRUCTIONS OR OTHER INFORMATION REQUIRED FOR THE OPERATION OF THE MECHANICAL AND ELECTRICAL SYSTEMS AND ANY OTHER SYSTEMS WHICH MAY NEED ATTENTION. 16. 'ALL DIMENSIONS ARE TO FACE OF FINISH MATERIALS UNLESS OTHERWISE NOTED. 17. THESE DRAWINGS ARE INTENDED TO SHOW DESIGN REQUIREMENTS, ACTUAL DRAWINGS FOR MECHANICAL, ELECTRICAL AND PLUMBING SHALL BE MADE BY A CONSULTING ENGINEER OR A GENERAL CONTRACTOR (OR SUBCONTRACTOR) BY ADAPTING THESE DRAWINGS TO THE SPECIFIC LEASE SPACE AND SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. 18. PATCH AND/OR REPAIR ALL CONSTRUCTION INDICATED TO REMAIN TO A SUITABLE CONDITION TO RECEIVE SCHEDULED FINISHES. 19. ALL WORK PERFORMED BY TENANTS CONTRACTOR SHALL BE IN COMPLIANCE WITH THE MASTER LABOR AGREEMENT EXISTING BETWEEN TRADE UNIONS AND THE CHAPTER OF THE ASSOCIATED GENERAL CONTRACTORS OF.AMERICA HAVING JURISDICTION OVER THE SHOPPING CENTER. 20. THE GENERAL CONTRACTOR IS TO SUBMIT A COPY OF THE FOLLOWING ITEMS TO THE LANDLORD BEFORE DOING ANY WORK. A COPY OF THIS CONTRACT, PERFORMANCE AND PAYMENT BOND, CERTIFICATE OF INSURANCE `.CONSTRUCTION SCHEDULE, LIST OF SUBCONTRACTORS. 21. THE GENERAL CONTRACTORS MUST HAVE PRE -CONSTRUCTION MEETING WITH LANDLORD'S REPRESENTATIVE PRIOR TO CONSTRUCTION START. A COPY OF THE LANDLORD APPROVED DRAWINGS ARE TO BE ON THE JOB SITE AT ALL TIMES IN.ADDITION TO PERMIT DRAWING SET. 22. THE CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND. DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BE A PART OF THE CONTRACTOR'S CLOSE-OUT PACKAGE. ZONING: TYPE OF USE: PRIOR USE: TYPE OF OCCUPANCY: OCCUPANT LOAD: TYPE OF CONSTRUCTION: TOTAL SQUARE FEET: PROJECT CONTACTS: LANDLORD .SOUTHCENTER SQUARE WIG PROPERTIES LLC 4811 134th PL. SE BELLEVUE, WA 98006 OWNER: INSPA CORPORATION CONTRACTOR: WILCOX CONSTRUCTION ARCHITECT: KARREMAN & ASSOCIATES 231 GOWEN PLACE NW SEATTLE, WA 98110 CONTACT: LESHYA WIG. (425) 957-4774 CONTACT: MICHAEL OSTREM (206) 624.5753 CONTACT: PAUL CARTER (425) 774.4185 CONTACT: FRANK KARREMAN (206) 842-1253 PROJECT INFORMATION: ASSESSOR PARCEL NUMBER: 2623049080 2623049081 2623049117 PROJECT DESCRIPTION: COMMERCIAL TENANT IMPROVEMENTS TO EXISTING RETAIL SPACE TUC = TUKWILA URBAN CENTER RETAIL NONE GROUP B 22 (SEE OCCUPANT LOAD TABLE ON A0.0) TYPE V - B, SPRINKLERED 2,260 S.F. APPLICABLE CODES AND EDITIONS: 2003 WASHINGTON STATE BUILDING CODE SUPPLEMENT 2003 INTERNATIONAL BUILDING CODE 2003 INTERNATIONAL MECHANICAL CODE 2003 INTERNATIONAL PLUMBING CODE 2003 WASHINGTON STATE ENERGY CODE 2003 ICC/ANSI A117.1 2003 ABBREVIATIONS: ACC ACCESSIBLE ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE AFF • ABOVE FINISHED FLOOR ALUM ALUMINUM APPROX ' APPROXIMATE BLKG BLOCKING BLDG ..BUILDING BOB BOTTOM OF BEAM CAB CABINET CLG CEILING CLR CLEAR/CLEARANCE CMU CONCRETE MASONRY UNIT CL CENTER. LINE COL COLUMN CONC CONCRETE CONT CONTINUOUS CONST CONSTRUCTION CT CERAMIC TILE CTR CENTER OW COLD WATER DEG DEGREES DIA DIAMETER DIM DIMENSION DISP DISPENSER DTL � DOWN DWG(S) DRAWING(S) • EC ELECTRICAL CONTRACTOR ELEV ELEVATION ELEC ELECTRICAL EQUIP EQUIPMENT EQ EQUAL EXIST EXISTING EXP EXPOSED.. EXT EXTERIOR FFE FINISH FLOOR ELEV FOC • FACE OF CABINET FOG : FACE OF GLAZING FOS FACE OF STUD F010 • FURNISHED & INSTALLED BY OWNER FOIL FURNISHED'BY OWNER INSTALLED BY CONTRACTOR FLR FLOOR.. FT FOOT/FEET FRP FIBERGLASS REINFORCED PANEL .. FV FIELD VERIFY GA GAUGE GALV ' GALVANIZED GC GENERAL CONTRACTOR GWB ` GYPSUM WALL BOARD HC • HOLLOW CORE HDR HEADER HDW D HARDWOOD HDWR HARDWARE HM HOLLOW METAL ' HORZ HORIZONTAL HVAC HEATING VENTILATING AIR CONDITIONING HW HOT WATER ID INSIDE DIAMETER IF INSIDE/INTERIOR FACE INSUL INSULATION INFO INFORMATION JC JOB CAPTAIN LL LANDLORD MAX MAXIMUM MECH MECHANICAL MC MECHANICAL CONTRACTOR MEP MECHANICAL ELECTRICAL AND PLUMBING MFG MANUFACTURER MIN MINIMUM MLDG MOULDING MTL METAL NAT NATURAL NIC NOT IN CONTRACT NTS NOT TO SCALE OA OVER ALL OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OPNG OPENING • PC PLUMBING CONTRACTOR PLAM PLASTIC LAMINATE PT� PAIN PLYWOOD QT QUARRYRADIUS TILE R REC RECEPTACLES REF REFERENCE REQ('D) REQUIRED) REV REVISED VISION SC . SOLID CORE SHT SHEET SIM SIMILAR SOL SOLID SPECS SPECIFICATION(S) SQ SQUARE SF : SQUARE FEET SS STAINLESS STEEL STL • STEEL STG STORAGE SUSP SUSPENDED TBD TO BE DETERMINED TEL TELEPHONE TEMP TEMPORARY TYP TYPICAL UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITE TILE VERT VERTICAL VIF ' VERIFY IN FIELD WH • WATER HEATER WD WOOD FINISH SCHEDULE # ITEM PT1) PAINT MANUFACTURER SHERWIN WILLIAMS FT2) PAINT (Pp) PAINT PT4) PAINT (PT5> PAINT (PTO) PAINT BENJAMIN MOORE TYPE MADCAP VIOLET(SEMIGLOSS) #SW1246 CORK (SATIN) #1060 VINYL WOOD CARPET PLASTIC LAMINATE F4) FRP BENJAMIN MOORE SHERWIN WILLIAMS CREAM (SATIN) #2159-60 DOVER WHITE(SATIN) W5W1648 SHERWIN WILLIAMS • DOVER WHITE(SEMIGLOSS) #SW1648 BENJAMIN MOORE TOLI SHAW INDUSTRIES NEVAMAR KEMLITE EXT. PAINT "IVORY WHITE" #925 LIGHTWOOD, 4" PLANKS, #7281 CHERRYWOOD 100% NYLON "ECO SOLUTION Q" LOOP, DATELINE STYLE #54029 #SH7001 "FLAXEN SHIBORI" GLASBORD P FINISH: #Ei5 WHITE REMARKS 2 COATS LATEX PAINT OVER TINTED PRIMER COLOR: #29410 GREENVVICH INSTALL 4X10' SHEETS VCT ARMSTRONG IMPERIAL TEXTURE #51911 CLASSIC WHITE 1/8" GAUGE Fe ) SHEET VINYL (C1) VINYL FACE GWB 2) PREFORMED SOFFIT ARMSTRONG USG FORMGLAS TRANSLATIONS #31788 CORN VINYL LAY -IN #3270 WHITE PRE -PAINTED FIBERGLASS PANEL 1) MDF BASE B2) RUBBER BASE TRANSITION STRIP REDUCER STRIP IVD1) T & G BEADED CEILING (WD2) CROWN MOULDING (WS) WOOD SLAT LEGEND: CUSTOM MDF BASE JOHNSONITE TBD ROPPE' SAUDER PAINTED WOOD SLAT 01 (PT3) 04 jib NORTH ARROW SECTION NUMBER AND SHEET ELEVATION DETAIL TAG WALL TAG DOOR NUMBER EQUIPMENT TAG FINISH SCHEDULE NEW WALL CONSTRUCTION MATERIAL TO BE DEMOLISHED REVISION REVISION CLOUD DIMENSION LINE FROM . FINISH FACE TO FINISH FACE DATUM SEE DETAIL 10/A4.1 4" RUBBER WALL BASE 1/8" THICK (COVE), COLOR: #28 (MEDIUM GREY) VINYL TO VINYLWOOD "TRANSITION COLOR: CHERRY WOOD (TBD) CARPET TO VINYLWOOD REDUCER COLOR: #139 (DEEP NAVY) 1/2 X 3-1/2" MDF BEADBOARD "ULTRALITE" #MFPU443 CASEWORK VENDOR INDEX OF SHEETS: A0.0 A1.0 A1.1 A2.0 A3.0 A4.0 A4.1 A4.2 A6.0 SHEET NAME ARCHITECTURAL COVER SHEET PROJECT INFORMATION ENLARGED SITE PLAN FLOOR PLAN REFLECTED CEILING PLAN INTERIOR ELEVATIONS EXT. ELEVATIONS, AND SECTIONS DETAILS SITE PLAN CONTACT: KIM SCHRADER 1-800-356-9301 CONTACT: KIM SCHRADER 1-800-356-9301 CONTACT: ISLAND DOG SIGN CO. KEVIN JEFFRIES 206-381-0661 PTS FINISH CARPET SUPPLY 1-800-425-7911 AT ROOMS 112, 115, AND 116. CONTAC : T&A SUPPLY COMPANY NORA VIVARELLI 208-282-3770 CUSTOM INSPA k.Y r un+l. ...., SHEET NAME �illir01xnn,nnsommum ermilme APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISI . N __.psi!, RECEIVED CITY OF TUKWILA SCALE: NONE SEE ENLARGED SITE PLAN ON A1.1 0080 MAR 1 3 2014 PERMIT CENTER ' tel/fax 206. 84 e-mail ARCHITECT'S STAMP; CO CC w LIJ' 0 wI Q O Lu CO PROJECT INFORMATION SCALE: ' NONE ISSUE DATE: 7,24 7 REVISIONS: CONSTRUCTION SET A1.0 c. c CO • • .f. • • 11 .i' •: 1 } { d • 6 •U • • 01 ie �!!or !l ■ai nn i miamonourriumin :tf ■■ �� INSPA ■■ ENTRANCE PEDESTRIAN WALKWAYS r'�il`I�IJ3�lii11�.�■.��.IIII�I�II1�I,111�1�■�!_�Mll��lj�j�,.r� �I\ ■1iriTsrr�Mit'w�rr�,Mwrrt ii2M►'ri+ilMlM"'L• PARKING PARKING r1 _ 1, I■ l qi i1 • ail ■": V• 1..:I,: 1.-I....I:i:::1.1.::.1.:1.............l;......:.I L_......I PARKING 111{1111111111r1lr111111rrr■1111 1111/101 e"_#NwMIIIII1rw111■ n JP' � ��#�1....rrrrr.11{■11w.■■r. _■■P riI s PARKING 1low1 i�i'1/I11■■MIAIII�■R." �r%,�1111r�I■ nwoU A# ■■■.■�1�.■.. :ENLARGED SITE PLAN (46,611 S.F.) SCALE: 1 "-50'-0" MINKL \ i rwew:�.r■.r■■..■■N.Ir■..■■ara.■.■■1�■wwr�.na.rAa■�11.�;,.■■r.■■�.;;..1■a�■ •.'I•..I•IIi.1.1L'lIli'.1.1.1..11:1.11.I11.11II.11 1.I1I•%I.II1I.1HfiI1:11111111l .IIII.I.II_I iu{#i {1{M.1� i I1111tI: 1111tt 111r 11N.I1l :rLl ■11Ri1 1111 1 rumor ■IlIa.� �f�1♦�`I �1♦�111� MIL ■ Ui■ ■rwrwr� .. . w��l.i ��AL' ■1■�efrrl■_I 11iriiiL ■!•UI■ �i1�i r�l I 111�ii ■■111■1 I!Ii NM LMOige r1lfl♦)!■111111111111111A1111111•!•111111MINllllIIIIIIIIIIMIIII:�%MIIIIMM1MIr:INwrMINva -. "��MOMmu 1..r1'.1�ilr '�`�i: 41,7 b 14. VIE C PP AR DFOR PLIANCE OVED 6 2014. Tukwila DIVISION RECEIVED CITY OF TUKWILA. MAR 1 3 2014 PERMIT CENTER t el / fa: 2 OI6 ARCHITECT'S STAM CONSULTANTS: ENLARGED 'SITE PLAN SCALE: 1"= 501-0" ISSUE DATE: 7/2,07 REVISIONS: CONSTRUCT'ON SET } n 3 4 n 10 • 11 KEYED NOTES: RETURN DOOR JAMBS 6" FROM SIDE WALL, EXCEPT WHERE NOTED. OUTLINE OF GWB HEADER ABOVE @ 11-2" AFF. WATER DISPENSER (FOIC.). PAPER TOWEL DISPENSER - BOBRICK B4262 OR EQUAL.. • OUTLINE OF CASEWORK FIXTURES - SEE CASEWORK 'DRAWINGS. PROVIDE BLOCKING IN WALL FOR MENU BOARD CENTERED • . ON WALL @ 4'4" AFF. TO 7'-0" AFF. RESTORATION HARDWARE BISTRO DOUBLE COAT HOOK, INSTALL 68" AFF. TO CENTERLINE OF MOUNTING PLATE, PROVIDE LOCKING, FINISH CHROME, CENTER ON WALL. RESTORATION HARDWARE, BISTRO TRAIN RACK, INSTALL @ 72" AFF. TO TOP OF SHELF, PROVIDE BLOCKING, FINISH CHROME, CENTER ON WALL, LINO. SOAP DISPENSER - BOBRICK 84112, OR EQUAL WORKROOM COAT HOOKS, SPECIFICATIONS TBD. PROVIDE 4' X 4' PLYWOOD PANEL WITH REQUIRED BLOCKING AT +96" AFF. TO ACCOMMODATE PHONE AND COMPUTER NETWORK EQUIPMENT. REDUCER STRIP (RS) PER FINISH SCHEDULE (SEE A1.0), ROOMS 102,103, .1104, AND 107. CENTER STRIP ON DOOR PANEL. 13 OUTLINE OF CORNICE ABOVE. 14 15 16 SOLID SURFACE COUNTERTOP BACKSPLASH AND END PANEL. SWANSTONE BRAND, COLOR: T'AHITI WHITE: SEE INTERIOR ELEVATION FOR FIXTURE LOCATIONS.. PRE -MANUFACTURED P-LAM. COUNTER TOP WITH POST FORM NOSING AND BACKSPLASH TO BE CUT IN FIELD.. COLOR: WHITE. PROVIDED BY GC. 17 CASED OPENING, SEE DETAIL 6/A4.1. 18 UNDERCOUNTER REFRIGERATOR BELOW SHELVING (FOIL:). 191 TRANSITION STRIP (TS) PER FINISH SCHEDULE (SEE A1.0). 20 1ex4" CHAIR RAIL @ 2'-8" AFF. TO BOTTOM/FINISH PT-4. ONE INCH LETTERS ON SIGN ABOVE DOOR 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". 1 ` WALL MURAL (FOIC.). 21 23 25 26 27 28 E1 E3 E4 PHRASE' EEL GREGAT NOW' CENTERED ON TO FCIC.)WITH 48" CLOSET MAID, SHELF TRACK, 4-SHELF ORGANIZER, ADJUSTABLE SHELVING MODEL #2887, SKU 845157. (FLOOR TO CEILING IN LINEN ROOM). EQUAL TO OR BETTER. W POCCUPIEI /VACANr,FINISSH: MODELTICHROME206Q•9158.2, FRP WALL PANELS TO 11'.6" AFF. CONTRACTOR TO PROVIDE 2"X2" NUMERALS FOR ALL FACIAL AND MESSAGE ROOM DOORS. NIC. OWNER SUPPLIED EQUIPMENT SHOWN DASHED, TYP. MEP NOTES M LOCATION OF FLOOR OUTLET TO BE IDENTICAL IN ROOMS 102, 103, 104, AND 107. CONVENIENCE OUTLET, VERIFY LOCATION WITH INSPA. • ALL ELECTRICAL AND DATA LINES SHOWN @ CASHWRAP TO BE FED .THROUGH ADJACENT WALL OR RUN TO CASHWRAP FIXTURE THROUGH FLOOR CHANNEL. LOCATION OF FLOOR OUTLET TO BE ',IDENTICAL IN ROOMS 108, 109, 110, AND 111. J .. ADUTPVERIFY DRIDECAEQAEAMERAG APROVIDE A CIY REQIRES. . _ CENTER RECEPTACLE ON WALL PLANE. E7 LOCATE•RECEPTACLE 44" AFF. IN ALL MASSAGE ROOMS. . E8 COORDINATE EXTERIOR SIGNAGE ELECTRICAL CONNECTION VEO' D P1 CONTRACTOR TO VERIFY LOCATION OF NEW HOT WATER HEATERS ARE APPROPRIATE ON WORKROOM PLATFORM. PROVIDE BRADFORD WHITE, #M•II-80R6DS.80•GALLON ELEC. TER HEATER OR EQUAL. •PROVIDE'SEISMIC BRACING. UTILITY SINK 1S'tE�L D SNKUftL�i1d131 I P2 SINGLE W/FAUCET DELTA#2123 OR EQUAL. PLUMBER TO VERIFY FLOOR DRAIN REQUIREMENT. P3 NEW FLOOR DRAIN WITH APPROPRIATE SLOPE TO DRAIN AS REQ'D PER CODE. GENERAL NOTES: DOOR FRAMES WIDTH F1 DOUBLE RABBET STEEL FRAME DOOR SCHEDULE MARK SIZE DOOR TYPE ' DOOR FINISH FRAME TYPE FRAME FINISH RATING HARDWARE GROUP REMARKS D100 . NEW STOREFRONT — — — — • — — D1008 3-0" x 7-0" x 134' D2 PAINT PT5 F2 PAINT PT5 NA • 13d' FOUR PANEL BI-FOLD CLOSETDOOR. BRUSHED SS HARDWARE. D102 3'-0" X 7'-0" X 13d' D1 PAINT PT5 F1 PAINT. PTS 2 _ ROGLASS M NUMBER ON DOOR ROOM SIDE, D103 3'-0" x 7'-0" x 134" D1 PAINT PT5 F1 PAINT PT5 2 14" GLASS MIRROR @ ROOM SIDE, ROOM NUMBER ON DOOR (F.O.I.C.) • D104 3'-0" x 7'-0" x 134' D1 PAINT PT5 F1 PAINT PT5 2 ROOM NU MIRROR ON DROOM SIDE, I C.) D108 3-0" x 7'-0" x 134" D2 PAINT PT5 F2 PAINT PT5 - NA 134' FOUR PANEL BI-FOLD CLOSET DOOR. BRUSHED S{S�HARDWARE. D107 3'-0" x 71-0" x 134' D1 PAINT PT5 F1 PAINT PT5 2 1ROGLASS M NUMBER ON DROOM SIDE, .) D108 .3'-0" x 7'-0" x 134' D1 PAINT PT5 F1 PAINT PT5 2 ROGLASS M NUMBER ON DROOM SIDE, I C.) D109 3'-0" x 7`-0" x 134' Di PAINT PT5 !=1 PAINT PT5 2 ROOM GLASS DOOR F 1SIDE, C.) D110 3'-0" x 7'-0" x 134' D1 PAINT PTO F1 PAINT PT5 2 ROOM NUMBER ONDROOM SIDE, ..) 3'-0" x 7'-0" x 134" D1 PAINT PT5 F1 PAINT PT5 2 RGLASS 1D111 M NUMBEROON DOOR F SIDE, D112 3'-0" x 7'-0" x 134" D1 PAINT PT5 P1 PAINT PT5 3 5"X16"�32D PUSH K PLATE D115 3'-0" x 7'-0" x 134" D1 PAINT PT5 ` - F1 PAINT PT5 1 10" X 34" 32D KICK PLATE ON PUSH SIDE. D118 . 3'-0" x 7'-0" x 1 1, ^ ; . D1 PAINT PT5 • F1 PAINT PT5 1 10"X 34" 32D KICK PLATE ON PUSH SIDE. DOOR HARDWARE GROUPS DOOR TYPES ua 0 0 0 WIDTH F2 POPLAR FRAME WALL LEGEND NEW WALL /././/////// OVERHEAD WALL r� EXISTING WALL MIN. CLR. CONTRACTOR TO PROVIDE BLOCKING AT ALL WALLS WHERE FIXTURES, SHELVES AND ACCESSORIES ARE TO BE INSTALLED. - SECURITY SYSTEM_(FOIQ.) CONTRACTOR TO COORDINATE POWER REQUIRMENTS. OWNER TO FURNISH AND INSTALL STORE FRONT SIGNAGE REGISTERS/ COMPUTERS CABLING SOUND SYSTEM, GRAPHICS, TO PROVIDE AND COOR©INATE PULL STRINGS REURCONTRACTOR CHANNEL FLOOR FOR POWER & SIGNAL DISTRIBUTION. SEE FIXTURE ODRAWIOUTLETNGS FOR MORE INFORMATION ON LOEXISTING WALLS TO REMAIN SHALL BE PATCHED AND REPAIRED TO RECEIVE SCHEDULED FINISHES. CONTRACTOR HE ARCHITECT OF VERIFY PRIOR NOTIFY O I CONSTRUCTION. ALL GATES AND DOORS TO BE INSTALLED TO PROVIDE: • DEGREEMPOSITION UNLESS OTHERWISE NOTED. ' CONTRACTOR TO PROVIDE FIRE TREATED 2X6 OR 2X8 IN RESSTUD R OMS, BLOCKING AS WALL HUNG SHELVING AND ANY OTHER WALL ATTACHMENTS. AT FLOOR SINK LOCATIONS PROVIDE ACCESS FOR CLEANING AND INSPECTION. MOUNT FLUSH WITH VINYL FLOOR. IF EXISTING EXTERIOR.ENTRANCE THRESHOLD EXCEEDS THE REQUIRED ADA HEIGHT OF 14_ REMOVE AND REPLACE WITH ACCESSIBLE THRESHOLD. RINSED THRESHOLDS' AND • FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:12. • D1 PAINT GRADE BIRCH . SC SINGLE PANEL ALL NOTE: NEW EXIT DOOR D100 SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED PER SEC. 1003.3.1.8. NOTE: PER SEC. 1003.2.8.6.1 TACTILE EXIT SIGN TO BE PROVIDED. HARDWARE GROUPS ' 0 1. (1JKTSHEPVL -(1 LOCK SCHLAGE HINGE, ATCH; UPITER : AL SERIES 28.7U85 LB, 32D -SILENCERS: IVES SR64 -FLOOR STOP: IVES FS436 32D -AUTOMATIC DOOR CLOSER: SARGENT EN1431 -KICKPLATE: ON PUSH SIDE, • 10"hX34'Tw, 32D, OR EQUAL. SEE KEY NOTE #25. 2,-(3) in PR BALL BEARING HINGE, US828 t(1 LOCK SET: SCHLAGE PRIVACY LATCH, UPITER AL SERIES 28-7U85 LB, 32D b2 -SOUND-PROOF GASKET: PEMKO S88W x 17' -AUTOMATIC DOOR CLOSER: SARGENT EN1431 PAINT'GtADE BIRCH -BOTTOM SEAL: PEMKO 434ARL W/ END CAPS LOUVERED BI-FOLD -DOOR STOP & HOLDER: IVES WS449, 32D, OR EQUAL NOTE: .ALL HARDWARE MUST MEET CODE 3.-(3)1/PR PRALL BEARING HINGE, s 826x 17' REQUIREMENTS FOR ACCESS BY -AUTOMATIC DRF CLOSER: PSARGENT EN1431 DISABLED. -BOTTOM SEAL: PEMKO 434ARL W/ END CAPS -DOOR STOP & HOLDER: IVES WS449 320 -PUSH PLATE: ON PUSH SIDE IVES #8200, 3.5" X 15" 32D, DOOR PULL IVES 8113-5 32D -PULL PLATE: IVES 8311.5, 3.5" X 15" 32D -KICK PLATE: ON BOTH SIDES, 101iX34"w, 32D, OR EQUAL. 23'4" -. END • PANEL PLATFORM ABOVE SEE DET.10/A5.0 ...61_9" 344, ROOM FINISH SCHEDULE EE OR FINISH SCHEDULE) • REM'AN. + .:ASS.:OCIAT, ROOM ROOM NAME FLOOR BASE N-WALL S-WALL E-WALL W WALL CEILING ; :' 'REMARKS. • 100 RECEPTION F1 B1 1 PT4 PT4' PT4 PT4 ;PT4., • ..GYP CEILING W/ MDF.BATTENS Gd112'-6"AFF AS SHOWN ON SHEETA3.0. SEE NOTE;2/A3.0. 100E CLOSET • F1 B1 PT4 PT4 PT4. • • , PT4 • PT4 GWI3.CEILING•© 9'-0" AFF." • . 101 RETAIL F1 B1 PT4 PT4 PT4 PT4 PT4.- . AS SHOIWN ON SHEET 3n.0..E 3R 0 E" �3 O. 102 MASSAGE, F2 B1 PT1 PT1 PT1 . PT1 • . '. PT5 , WD1 CEILING FINISH WITH WD2 CROWN MOLDING @ 9'-0" AFF. 103 MASSAGE ` F2 B1 PT1 PT1 • PT1 • PT1 ` • ' PT5, • : WD1 CEILING FINISH WITH WD2 CROWN MOLDING @ 9'-0" AFF. 104 MASSAGE F2 B1 PT1 PT1 PT1 PTI PT5 WD1 CEILING'FINICH WITH WD2 CROWN MOLDING @ 9'-0" AFF. 105 HALLWAY F1 B1 PT4 PT4 PT4 PT4 ., PT4 :.. GYP CEILING W/MDF BATTENS [[�� 11'-6" AFF . AS SHOWN ON SHEET A3.0. SEE�NOTE 2/A3.0. - 106 CLOSET F1 B1 PT4 PT4: • •,, ;,: PT4 ':,_PT4 > ` PT4:'', GWB CEILING @ 9'-0" AFF. . . 107 MASSAGE F2 B1 PT1 • PT1 , -... PTI PT1: ; • PT5" ; ' WD'1• CEILING FINISH WITH WD2 CROWN MOLDING @ 9'-0" AFF. FACIAL F1 B1 PT3 •108. PT3 F3 PT3F3 PT3:.,`. . PT4 , WD1 CEILING FINISH:WITH WD2 CROWN MOLDING @ 9'-0" AFF. 109 FACIAL F1 • B1 PT3 F3 PT3 PT3F3 PT3 PT4 WD1 CEILING FINISH WITH WD2 CROWN MOLDING @ 9'-Q" AFF. 110 FACIAL F1 B1 PT3 PT3 F3 • PT3... 3F3 PT3 P'T4 . =:•=:WD1 CEILING FINISH WITH WD2 CROWN•MOLDING @ 9'-0" AFF. • 111 FACIAL • F1 B1 1373 F3 PT3 PT3 F3 • • PT3 'PT4 ' •0 WD1 CEILING FINISH WITH WD2 CROWN MOLDING @ 9'-0" AFF.' • 112 WORKROOM F5 B2 F4 F4 F4. F4 C1 2 X 4 ACT GRID @ 11'-6" AFF. • 113 MANICURE F1 B1 PT4P PT4PT PT P72 f?T p 1212 C2 OPEN CEILING WITH C2 SOFFITS. PT2 t@ 13'-0" AFF AND ABOVE. 114 NAIL DRY F1 0 B1 •AS : PT4 PT4 PT4 ' PT4 PT4 GYP CEILING W/ MDF BATTENS @ 10'-0" A1=F SHOWN ON SHEET A3.0. SEE NOTE 2/A3:0. ' 115 RESTROOM F6 F6 TO +8"" AFF PT3 F3 PT3 F3 PT3 F3 PT3 V F3 PT4 CONTINUOUS CONING FROM TOILET FLOOR SHALL EXTEND TO 6" UP THE WALL W/ A 3/8" COVER RADIUS, ' . 118 RESTROOM F6 F6 TO +8" AFF • PT3 F3 PT3 F3 PT3 F3 PT3 F3 0 PT4 CONTINUOUS.COVING FROM TOILET FLOOR SHALL EXTEND TO 6" UP THE WALL W/ A 3/8":COVERsRADIUS. • SYMBOL DESCRIPTION DETAIL SYMBOL DESCRIPTION DETAIL ' RT 10 AL & 5/ .0 DEMISING W O L M 4/A5:0 . TREA ONIS!' S E D 2/AS.Q Q DEMISING WALL IN TREATMENT ROOMS. 6/A5.0 . ` , • , ! PAQ`TROCK 1 SI'DEU. ' 3&5/A5.0 `� ' WORKROOM. • 7 & 5/AS•,Q • ® W/ QUIETROCK 2PARTMON ,S DES�INSUTED 3 & 5/A5.0�- SINGl,�P.5 E D t31A5.0 ONE -HOUR -RATED DEMISING WALL TO STRUCTL DECK 4/A5.0 . 7'-11" 7'-11" 7'-11" POWER SIG V7 T <' fy ;PHONE DEDICATED FOURPLEX W/ ISOLATED GROUND y FAX .TS,. QJ J-BOX REOIEPTACLE lir ' ISDN ` ETHER NET (CAT-5 CABLING) 2 • • " • DUPLEX RECEPTACLE ® THERMOSTAT CONTROL • fill' • 'RECEP AC WALL FE 2A1OBC EXTINGUISHER RECESSEDS LB D DUPLEX FLUSH FLR RECEPTACLE, FINISH j • 0 ," `• • NOTE 1. ALL POWER/SIGNAL.LOCATED .2. SWITCHES AND COVER PLATES @1'-6" A.F.F. TO CENTERLINE U.N.O. ON WALLS TO BE WHITE , MOUNT @ 8'-5" SEE INT. ELEV. ON SHT. A4.0 ANEL .a--- E5 LUNCH' COUNTER s h• 14 CNTR 6 0 I �N i 14 BACK SPLASH 7 •7 CLOSE ESTROO HALLWAY 28'-9" FLOOR PLAN SCALE: 1/4"=1'-0" • r t, MASSAGE 107 03 /2 HALL ii��A.virr rrrrrrr��irv��irir iiiiri iisr iii iWirr iirrio401,44 w2te,,r�iirii�� iii111011111111111 13'-114" ALIGN Ls3HTING SLOT ABOVE RECEPTION 3'„ " 100.- cD4 44•• \c ® (woo) ENTIfIANCE ADA ACCESSIBLE .: : SERVICE COUNTER • ,e MURAL WALL ' CLOSET RECEIVED CITY OF TUKWILA. MAR 13:;2Q1k.;'. PERMIT CENTER.. Ia.r'chitec.tu:= .7 tel / .faX • 206 ' 842 'e-ma.i.l f'r-.ank@kar.re'man. • HITECT'S STAMP' • CONSULTANTS: SCALE: 114"=1'-0" ISSUE DATE: 61807 REVISIONS: Q 7r2407 /2\7 ' .. .' 3� cylfl7 CONSTFt`JCTION SI i .i KEYED NOTES: 2 3 4 5 6 7 8 10 11 12 13 15 16 17 18 19 20 21 22 23 RETURN DOOR JAMBS 6" FROM SIDE WALL, EXCEPT WHERE NOTED. OUTLINE OF GWB HEADER ABOVE @ 11'-2" AFF. WATER DISPENSER (FOIC.). PAPER TOWEL DISPENSER - BOBRICK B4262 OR EQUAL. OUTLINE OF CASEWORK FIXTURES - SEE CASEWORK DRAWINGS. PROVIDE BLOCKING IN WALL FOR MENU BOARD CENTERED ON WALL © 4'-0" AFF. TO T-0" AFF. ILL RESTORATION68" AFF. DTO CEEIJTERLLINE DOUBLE MOUNTIING OAT HOOK, PROVIDE BLOCKING, FINISH CHROME, CENTER ON WALL. RESTORATION HARDWARE, BISTRO TRAIN RACK, INSTALL @ 72" AFF, TO TOP OF SHELF, PROVIDE BLOCKING, FINISH CHROME, CENTER ON WALL, UNO. SOAP DISPENSER - BOBRICK B4112., OR EQUAL. WORKROOM COAT HOOKS, SPECIFICATIONS TBD. PROVIDE 4' X 4' PLYWOOD PANEL WITH REQUIRED BLOCKING AT +96" AFF. TO ACCOMMODATE PHONE AND COMPUTER NETWORK EQUIPMENT. REDUCER STRIP (RS) PER FINISH SCHEDULE (SEE A1.0), ROOMS 102, 103, 104, AND 107. CENTER STRIP ON DOOR PANEL. OUTLINE OF CORNICE ABOVE. 14 SOLID SURFACE BRAND COLOR T'AHITIKWHLTE. AND END PANEL. SEE INTERIOR ELEVATION FOR FIXTURE LOCATIONS. PRE -MANUFACTURED P-LAM. COUNTER TOP WITH POST FORM NOSING AND BACKSPLASH; TO BE CUT IN FIELD. COLOR: WHITE. PROVIDED BY GC. CASED OPENING, SEE DETAIL 6/A4.1. UNDERCOUNTER REFRIGERATOR BELOW SHELVING (FOIC.). TRANSITION STRIP (TS) PER FINISH SCHEDULE (SEE A1.0). 1ex4" CHAIR RAIL @ 2'-8" AFF. TO BOTTOM/FINISH PT-4, ONE INCH LETTERS ON SIGN ABOVE DOOR 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". WALL MURAL (FOIC.). PHRASE "FEEL GREGAT NOPW'CENTEREAFF. TO FOIC.)WITH . 24 25 26 27 28 48" CLOSET MAID, SHELF TRACK, 4-SHELF ORGANIZER, ADJUSTABLE SHELVING, MODEL #2887, SKU 645157. (FLOOR TO CEILING IN LINEN ROOM). EQUAL TO OR BETTER. WEISER INDICATOR DEADBOLT MODEL #D97701-2060-9158-2, W/ "OCCUPIEDNACANT', FINISH: SATIN CHROME. FRP WALL PANELS TO 11'-6" AFF. CONTRACTOR TO PROVIDE 2"X2" NUMERALS FOR ALL FACIAL AND MESSAGE ROOM DOORS. NIC. OWNER SUPPLIED EQUIPMENT SHOWN DASHED, TYP. MEP NOTES: E1 LOCATION OF FLOOR OUTLET TO BE IDENTICAL IN ROOMS 102, 103, 104, AND 107. E2 CONVENIENCE OUTLET, VERIFY LOCATION WITH INSPA. ALL ELECTRICAL AND DATA LINES SHOWN CASHWRAP TO BE FED THROUGH ADJACENT WALL OR RUNTO CASHWRAP FIXTURE THROUGH FLOOR CHANNEL. A. LOCATION OF FLOOR OUTLET TO BE INDENTICAL IN ROOMS 108, 109, 110, AND 111. CONTRACTOR TO VERIFY NEW ELECTRICAL PANEL HAS ADEQUATE>AMPERAGE AND PROVIDE,CAPACITYJEQUI ES.''. E3 E5 CENTER RECEPTACE:Of ,WALL ,P LOCATE`,I ECEPTACLEi44'!;AF=F IN i ,, a _CgORDINATE EXT RIO SIGNAGE ' ,MA5,5• AGE:ROO E TRIOAU" CO Y BL OC •7' GN- OF'NEWIIFIAT� 'RIATE�'ON :WORKROOM PLAT hI OF IJAva4iize0ReD8 80,GALLON: E CB+CIN( ITRAOT0R TO PROVIDE°BLOCKIN `AT;ALL WALLS 1N ORES, SHELVES;AI D{ACCES,SORI Sk"ARE"Tt BE INS `.y n.`_�}`��ss;:J,'.p-.f=�: sp�.l':;£:vr' �v�i'ls Ir-� •'t°( v' f�J %r'i,� r;�f,, `r,�:.y}��r„ 1� i. (� t :URl 5TEM- P010 O IT A TOR TO ; (OIRf IN/ I��REQI)IIZlIME TS"s;'�=,';;�.r;+• , ,,=�.�,,. ;f.;, �;• -==r=;=f�,� ✓4; ..irr�fi,'--; N; f r, r' ub`x dl�h(k t �: r,' Wit' tl' F7(",•r ,;�'l ,''� t,,,.,.�%'•'z',, :,"• • ;!.s �IERRTO FU NI I�irA D INS` A 4.7-iSTORE IRON < =SIGN I.SxTERS/.,C IMPUTE CABLING° SOUND SYSTE t G r ,firs ��YRS;N. � , Er3PR.II,�ITERS, FAX;,)TELEPHONESF& SE URI Y CON I ?F�OVIDE AND ,,C0 RI INAT %PUL 'STI INC S;,RE IRE °d r �, r g?rt�- Jt'Si , .�fSrru',;�s NNEL'FL( OR:F:OR O IER'.& SIGNAL DISTRIBUTION. I TI RIE.PRAWINGS FOR OFEE,INF0RMAT C),fa+f„tON; - I. I SvU a ii..vt1 �'+r rrIIIr1�tYmrivwrJ ,S .Irr�IIv,1..w s1 NSTRUCT10N:_, i.,y .,l,r'r';,F:•,rt,�1f{.. - t,.='"`:, `GATESs`AND'"DOORSr,T,OfBE IN TALLER " MINIMUMtLEAROPENINGIWHEN:.OPENED ` GRE!POSITION UNLESS OTHE LWISE :NOTE. ;CONTRACTOR'' TO'PROV'IDE''FIRE;TREATED.2X6; COR"2X8;,' ;.' WOOD °STUD O OCKING AS' REQ' D. T-SU OPPOR `GRAB BARS =- INIREST RO MS �WORKROOM,WALL-,fl NG SHELVING,�AND: -'ANY OTHER -WALL ATTACHMENTS, - " - AT FLOOR:SINK LOCATIONS' PROVIDE` ACCESS. FOR_CLE.ANING AND INSPECTION." -MOUNT FLUSL;).WITH VINYL FLOOR. '' '. 1 ; IF EXISTING EXTERIOR.ENTRANCE THRESHOLD EXCEEDS THE REQUIRED"ADA'HEIGHT;OFREMOVE ANDREPLACE WITH ACCESSIBLE IHRESHOLD..RAISED,THRESHOLDS AND ' FLOOR' LEVEL• CHANGES AT.ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER -THAN 1:12. - DOOR SCHEDULE MARK SIZE D100 NEW STOREFRONT DOOR TYPE DOOR FINISH FRAME TYPE FRAME FINISH RATING GRODPARE REMARKS 114 D100B 3-0" x 7'-0" x 134" D2 PAINT PT5 F2 PAINT PT5 NA D102 3'-0" x 7'-0" x 134"' D1 PAINT PT5 F1 PAINT PT5 2 D103 3'-0" x 7'-0" x 134" D1 PAINT PT5 E1 PAINT PT5 2 D104 D106 3'-0" x 7'-0" x 134" 3-0" x 7'-0" x 134" D1 D2 PAINT PT5 PAINT PT5 F1 F2 PAINT PT5 PAINT PT5 2 NA D107 3'-0" x 7'-0" x 134" D1 PAINT PT5 F1 PAINT PT5 2 134" FOUR PANEL BI-FOLD CLOSET DOOR. BRUSHED SS HARDWARE. ROOGLASS NUMBER ONDOOR F SIDE, .) 14" GLASS MIRROR @ ROOM SIDE, ROOM NUMBER ON DOOR (F.O.I.C.) MNBRNORF IROUMEMIRROR O C.) 134" FOUR PANEL BI-FOLD CLOSET DOOR. BRUSHED SS HARDWARE. D108 3'-0" x 7'-0" x 134" D1 PAINT PT5 F1 PAINT PT5 2 D109 3'-0" x 7'-0" x 134" D1 PAINT PT5 F1 PAINT PT5 2 D110 3'-0" x 7'-0" x 134" D1 PAINT PT5 F1 PAINT PT5 2 D111 3'-0" x 7'-0" x 134" D1 PAINT PT5 F1 PAINT PT5 2 D112 3'-0" x 7'-0" x 134" D1 PAINT PT5 F1 PAINT PT5 3 D115 3'-0" x 7'-0" x 134" D1 PAINT PT5 F1 PAINT PT5 ROOM NUSMIRROR EROON DOOR (F.O.I.C.) OOM MERONORF IROONUMBODOO C.) ROGLASS M NUMBER ONDROOM SIDE, .) 14" GLASS MIRROR @ ROOM SIDE, ROOM NUMBER ON DOOR (F.O.I.C.) ROOM NUMBER ON DROOM SIDE, .) 10" X 34" 32D KICK PLATE 3.5"X15" 32D PUSH PLATE 1 D116 3'-0" x 7'-0" x D1 PAINT PT5 F1 PAINT PT5 1 10"X 34" 32D KICK PLATE ON PUSH SIDE. DOOR HARDWARE GROUPS DOOR FRAMES DOOR HEIGHT CV DOOR HEIGHT J WIDTH 4, J WIDTH F1 F2 DOUBLE RABBET POPLAR FRAME STEEL FRAME WALL LEGEND NEW WALL ////////� OVERHEAD WALL EXISTING WALL DOOR TYPES A4.1 ALL EDGES 6" D1 PAINT GRADE BIRCH SC SINGLE PANEL 10" X 34" 32D KICK PLATE ON PUSH SIDE. NOTE: NEW EXIT DOOR D100 SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED PER SEC. 1003.3.1.8. NOTE: PER SEC. 1003.2.8.6.1 TACTILE EXIT SIGN TO BE PROVIDED. D2 PAINT GRADE BIRCH LOUVERED BI-FOLD NOTE: ALL HARDWARE MUST MEET CODE REQUIREMENTS FOR ACCESS BY DISABLED. 23'-8" HARDWARE GROUPS 1. -(3) 1/2 PR BALL BEARING HINGE,US626 - LOCK SET: SCHLAGE PRIVACY LATCH, UPITER AL SERIES 28-7U65 LB, 32D -SILENCERS: IVES SR64 -FLOOR STOP: IVES FS436, 32D -AUTOMATIC DOOR CLOSER: SARGENT EN1431 -KICKPLATE: ON PUSH SIDE, 10"hX34"vv, 32D, OR EQUAL. SEE KEY NOTE #25. 2. -(3‘1/2 PR BALL BEARING HINGE, US626 (1 LOCK SET: SCHLAGE PRIVACY LATCH, UPITER AL SERIES 28-7U65 LB, 32D -SOUND-PROOF GASKET: PEMKO S88Wx 17' -AUTOMATIC DOOR CLOSER: SARGENT EN1431 -BOTTOM SEAL: PEMKO 434ARL W/ END CAPS -DOOR STOP & HOLDER: IVES WS449, 32D, OR EQUAL. 3. -(3) 1/2 PR BALL BEARING HINGE US626 -SOUND-PROOF GASKET: PEMKO S88Wx 17' -AUTOMATIC DR CLOSER: SARGENT EN1431 -BOTTOM SEAL: PEMKO 434ARL W/ END CAPS -DOOR STOP & HOLDER: IVES WS449 32D -PUSH PLATE: ON PUSH SIDE, IVES #8200, 3.5" X 15" 32D, DOOR PULL: IVES 8113-5 32D -PULL PLATE: IVES 8311-5, 3.5" X 15" 32D -KICK PLATE: ON BOTH SIDES, 10"hX34"w, 32D, OR EQUAL. 6,-9" 7'-134'' WALL KEY ROOM FINISH SCHEDULE (EEAI.OOR FINISH SCHEDULE) ROOM ROOM NAME FLOOR BASE N-WALL S-WALL 100 RECEPTION F1 B1 PT4 PT4 E-WALL PT4 W WALL 100E CLOSET F1 B1 PT4 PT4 PT4 101 102 RETAIL MASSAGE F1 F2 B1 B1 PT4 PT1 PT4 PT1 PT4 PT1 103 MASSAGE F2 B1 PT1 PT1 PT1 104 MASSAGE F2 B1 PT1 PT1 PT1 105 106 HALLWAY CLOSET F1 F1 B1 B1 PT4 PT4 PT4 PT4 PT4 PT4 107 MASSAGE F2 B1 PT1 PT1 PT1 108 109 FACIAL FACIAL F1 F1 B1 B1 PT3 PT3 F3 PT3 F3 PT3 110 111 112 113 114 FACIAL FACIAL WORKROOM MANICURE NAIL DRY F1 F1 F5 F1 F1 B1 B1 B2 B1 B1 PT3 PT3 F3 F4 PT4 PT2 PT4 PT3 F3 PT3 F4 PT4 PT2 PT4 PT F3 PT3 F3 PT3 F3 PT3 F3 F4. P-XPT4 PT2 PT4 115 RESTROOM F6 F6 TO +6" AFF PT3 F3 PT3 F3 PT3 F3 PT4 PT4 PT4 PT1 PT1 PT1 PT4 PT4 PT1 PT3 PT3 PT3 PT3 F4 F�T4 PT2 PT4 F�T3 F3 116 RESTROOM F6 F6 TO +6" AFF PT3 F3 PT3 F3 PT3 F3 PT3 SYMBOL WALL TO STRUCTL DECK. DESCRIPTION RT 0 AL TREA11�0 S E PA- TI• ' AU W/ QUIETROCK 1 SIDE. DETAIL D 2/A5.0 3 & 5/A5.0 PARTITION WALL, INSULATED 3 & 3/A3.0 W/ QUIETROCK 2 SIDES. SYMBOL DESCRIPTION DEMISING WALL DEMISING WALL IN TREATMENT ROOMS. WORKROOM. SINGL( TyU S E DETAIL 4/A5.0 6/A5.0 7 & 5/A5.0 D 8/A5.0 ONE -HOUR -RATED DEMISING 4/A5.0 7'-11" 7'-1 1" YYYY'Y� v"Vv' 7'-11" CEILING PT4, PT4 PT4 PT5, PT5. PT5 PT4 PT4 PT5 PT4 PT4 PT4 Cl PT2 C2 PT4 PT4 F3 PT4 REMARKS GYP SHOWN ON S/ HE TF BA3 0. SEE -NO E'2/A3 0. GWB CEILING @ 9'-0" AFF. AS SHOWNNON SHEEBATTENSA. ENOE"21A3 0. KARREMAN + ASSOCIATE,, Iarchitectu-r WD1 CEILING FINISH WITH WD2 CROWN MOLDING @ 9'-0" AFF. WD1 CEILING FINISH WITH WD2 CROWN MOLDING @ 91-0" AFF. WD1 CEILING FINISH WITH WD2 CROWN MOLDING @ 9'-0" AFF. GYP AS SHOWN ON SHEET W/ MDF ATTENS 0. SEE NOE2/A3 0. GWB CEILING © 9'-0" AFF. WD1 CEILING FINISH WITH WD2 CROWN MOLDING @ 9'-0" AFF. WD1 CEILING FINISH WITH WD2 CROWN MOLDING @ 9'-0" AFF. WD1 CEILING FINISH WITH WD2 CROWN MOLDING @ 9'-0" AFF. WD1 CEILING FINISH WITH WD2 CROWN MOLDING @ 9'-0" AFF, WD1 CEILING FINISH WITH WD2 CROWN MOLDING @ 9'-0" AFF. 2 X 4 ACT GRID @ 11'-6" AFF. OPEN CEILING WITH C2 SOFFITS. PT2 @ 13'-0" AFF AND ABOVE. GYP SHOWN ON S/ HEET EDF BATTENS 0. SEENOTE"2//A3 0. CONTINUOUS COVING FROM TOILET FLOOR SHALL EXTEND TO 6" UP THE WALL W/A 3/8" COVER RADIUS. CONTINUOUS COVING FROM TOILET FLOOR SHALL EXTEND TO 6" UP THE WALL W/ A 3/8" COVER RADIUS. A POWER SIGNAL KEY 0 .. Min PHONE FAX ISDN DUPLEX RECEPTACLE FOURPLEX WALL RECEPTACLE DUPLEX FLUSH FLR RECEPTACLE, FINISH BRUSHED ALUMINUM 4,C NOTE: 1. ALL POWER/SIGNAL LOCATED ©1'-6" A.F.F. TO CENTERLINE U.N.O. FE DEDICATED FOURPLEX W/ ISOLATED GROUND J-BOX RECEPTACLE ETHER NET (CAT-5 CABLING) THERMOSTAT CONTROL FIRE EXTINGUISHER MIN 5 LB 2A10BC WALL RECESSED 2. SWITCHES AND COVER PLATES ON WALLS TO BE WHITE 13'-11,`„ LOOR PLAN SCALE: 1 /4"=1'-O" NC REVIEWED FOR .CODE COMPLIANCE APPROVED MAR 2 6 2014 MAR°;13. 2014 PERM#T CE 1TER 231 Gowen Place NW Bainbridge - Island Washington 98110 t e.l / fax 206 842 1253 e-mail frank@karrernan.corm ARCHITECT'S STAMP CONSULTANTS: w CTION SET 24 25 26 27 28 29 ARMSTRONG 24" X 48" X 3/4" ANGLED TEGULAR LAY -IN FOR 15/16" PRELUDE EXPOSED TEE GRID 584, WHITE (INSTALLED 11'-6" AFF.). • PROVIDE ADEQUATE SEISMIC BRACING PER CODE @ SUSPENDED • GRID CEILING. FOR SEISMIC SUPPORT DETAIL, SEE 12 & 13/A5.0. GYP BOARD CEILING WITH BATTENS -14" GYP BOARD ON FRAMING SYSTEM, APPLY 1/2 "X 51/2"MDF BATTENS2'-6" O.C. TO FINISHED GYP BD. CAULK JOINTS PAINT CEILING & BA@NS AS NOTED ON FINISH SCHEDULE LOCATED ON SHEET A2.0. CEILING HEIGHTS VARY SEE ROOM FINISH SCHEDULE ON SHEET A2.0 FOR HEIGHTS. START POINT OF BATTEN PLACEMENT SHALL BE ALIGNED WITH EDGE OF WALL @ RETAIL, SEE DETAIL 11/A5.0. • BEAD BOARD CEILING (WDI) TYP @9'-0" AFF. IN ROOMS 102,103,104 ,AND 107; 108,109,110, AND 111.. SEE DETAIL 14/A5.0. PROVIDE ACOUSTICAL BATT INSULATION 1N THE CEILINGS AT ROOMS 102,103,104 ,AND 107; 108, 109, 110, AND 111. GWB SOFFIT @ 7'-6 1/2" AFF. SEE DETAIL 1/A3.0.: GWB CEILNG (d31016" AFF. 'DIMENSIONS FOR SCONCE SPACING SHALL BE THE SAME IN ROOMS 102, 103, 104, AND 107. DIMENSIONS FOR SCONCE SPACING SHALL BE THE SAME IN ROOMS 108, 109, 110, AND 111. GWB CEILING @ 12'-6" AFF. TRACKS TO BE INSTALLED ON SURFACE OFCEILING. CENTER P2'PENDANTS OVER CASH WRAP WITH DIMMER. CENTERLINE OF TRACK FIXTURES TO BE LOCATED @ CENTERLINE' OF PARALLEL WALL OR CAS 0 - K B _. LO ► . • • • WAT R H T R' :OVE CEILING ON PLYWOOD AND STEEL JOIST PLATFORM. PROVIDE DRAIN PER CODE. PRE -PAINTED FIBERGLASS PERFORATED PANELS. SEE #C2 ON "FINISH SCHEDULE ON A1.0. . 3508162 33 CEILING JOISTS @ 16" 0.C. (3-6/8" DEEP, 1-5/8" FLANGE 25 GA,) 608162 33 CEILING JOISTS @ 16" 0.C. (6" DEEP,:1-5/8" FLANGE 22 GA:) , LIGHT FIXTURES ARE LOCATED ON BACK WALL BELOW ON CASEWORK. LIGHT FIXTURES ARE LOCATED BELOW CEILING CANOPY AT 8'-6" AFF MASTER SWITCH PANEL LOCATION FOR ROOMS 100,101,`105,113,`AND 114 24" SQ ACCESS PANEL TO VAV DAMPER, AS REQ'D. GWB CEILING @ 11'4"AFF. APPROX LOCATION OF HVAC SUPPLY AND RETURNS SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND SIZE: CENTER EMERGENCY LIGHTS ABOVE DOORS AND HEADERS. • GWB HEADER c@ 9'-0" AFF. GWB HEADER @ 10'-0" AFF. • GWB HEADER @ 11'-2" AFF (ALIGN•WITH BOTTOM OF STOREFRONT HEADER). GWB CEILING @ 9'-6" AFF. CONNECT CIRCUIT TO MASTER SWITCH PANEL (SEE NOTE #19). ALL TRACK FIXTURES ARE ON DIMMERS. CASED HEADER @ 8'-6" AFF. SEE DETAIL 6/A4.1 FOR ROUGH OPENING. OUTLINE OF CORNICE, SEE DETAIL 9/A5.0. TRACK MOUNTED ON A HUNG PAINTED UNISTRUT. TRACKS TO BE INSTALLED ON STEM KIT @ 11'-0" AFF. TRACKS TO BE INSTALLED ON STEM KIT @ 8'-6" AFF. TRACKS TO BE INSTALLED ON STEM KIT @ 7'-6" AFF. OPEN CEILING TO STRUCTURAL LID, SEE #10/A4.0. X LARGE SUPPLY LARGE RETURN SMALL SUPPLY SMALL RETURN SMALL EXHAUST SIDE WALL SUPPLY SIDE WALL '.'EXHAUST L NOTES: CROWN MOLDING (WW2) TYP AT ROOMS 102,103,104,107,108,'109,.:110,AND 111. EXTEND SPRINKLER HEADS AS REQUIRED AT WOOD'CANOPY TO MEET FIRE CODE. ALLTENANT SIGNAGE LIGHTING LOGDISPLAY WINDOW ILLUMINATION AND 'SPECIALITY LIGHTING TO BE CONTR ••� �F�31,, 4iY.A TIME CLOCK PAINT ALL EXPOSED HVAC SPRINKLER PIPING CONDUIT AND STRUCTURAL: JOISTS, TO INCLUDE UNDERSIDE OF CEILING DECK, IN NO CEILING AREAS' (ROOM 113). PROVIDE EMERGENCY LIGHTING AS REQUIRED PER CODE- INSTALL BATTERY OPERATED TYPE LILTING IN THE SALES AREA LEADING TO THE EXIT. • • PROVIDE GROMMET OR TRIM AT ALL CEILING PENETRATIONS FOR FIXTURES. • IF A FIRE SPRINKLER SYSTEM IS REQUIRED BY LOCAL CODE, GENERAL CONTRACTOR . TO PROVIDE SEMI -RECESSED SPRINKLER HEADS W/ POLISHED CHROME ESCUTCHEONS. • PROVIDE HEAD LOCATION LAYOUT FOR ARCHITECTS COORDINATION AND APPROVAL; NOTE: SEE MECHANICAL DRAWINGS FOR SIZE. MECHANICAL UNDER SEPARATE PERMIT. 12'-6" AFF CEILING GYP. BOARD CEILING DEMISING WALL 11'-0" AFF T.O. CORNICE & T.O. GWB SOFFIT OPEN FLUORESCENT STRIP LIGHT FI:: URE 518" GWB OSBORNE-HUME #EG1 • ' EGGCRATE LIGHT DIFFUSER 7'-61/2"•AFF (Flit —SOFFIT TEE SUPPORT 91/2" FACE OF SHELVING UNIT.' MERCH SOFFIT DETAIL SCALE:3/4"=1'-0" EQ. WORKROOM 112 EQ. . 4'-6" �NAILDRY -w o.o - -- rtye ' i7r70 Pr is ‘.. , 77". • •.(• E▪ Q.I„ $ 6'-0" L 21 114 • tot li/ o o O..O:ra HALLWAY 105 Jam. " ..i /. egl:,c. 2'-9" 6' " �; 21-9" .. �. . w .{ ii a• .'•... �; �;� 3'4' ." • ��. 11jY •:RR. s 6'-0" EQ. REFLECTED CEILING PLAN SCALE:1/4"=1'-0" • .,y `LIGHTING SCHEDUL TYPE SYMBOL DESCRIPTION ( :::• MANUFACTURER MODEL WATTS/FIXT LAMP A ®;;. • � ,TRACK'HEAD (FLOOD) ,,t LIGHTOLIER LYTESPAN "SOF-TECH" #6273WH 37 37 WATT M 37 WATT M .. " . :�...'.' CEILING MOUNTED LIGHTOLIER LYTESPAN "BASIC" TRACK #SOOOWI�I E EMERGENCY`EXIT/LIGHTING LITHONIA LHQM MR24 F �..:.. NOT USED PENDANT G O�P, FIXTURE LIGHTOLIER LYTESPAN PAR -TECH PAR30 8201WH WITH 8235WVH CONE SHADE 50 50 PAR30 HALOGEN H •® PENDANT FIXTURE , ~ • REJUVENATION - (888) 401-1900 "ELLIOT' MODEL #AA 6597 POLISHED NICKEL. FINISH 60 A19 . WALL BRACKET" • REJUVENATION - 888) 401-1900 ( "ST. HELENS" #AB 0976 POLISHED NICKEL FINISH Fr' 14 COMB. FLUOR. 14W BULB g WALL BRACKET REJUVENATION - (888) 401-1900 "ST. HELENS" #AB 0976 POLISHED NICKEL FINISH 60 A19 K COMPACT FLUORESCENT WALL BRACKET FORECAST #F412-36E1 "MADISON" 26 QUAD TUBE COMP. FLUOR. "EO 5" COMP. FLUORESCENT RECESSED CAN LIGHTOLIER LYTECASTER SERIES FRAME -IN KIT#1002F1 17.5 QUAD TUBE COMP. FLUOR, M S LIGHT SWITCH "ROCKER" TYPE 3-WAY SWITCH O DIMMER SWITCH (WHITE) LIGHTOLIER . ZP 600 WHITE • p 2'x4" RECESSED FLUORESCENT LIGHTOLIER • SPS2GFSVA2332 62 2-T8 EMERGENCY STROBE • t • T I 3' NARROW WIDTH STRIP FLUORESCENT LIGHTOLIER SN3S125HPF 1 17 1-T8 U 1 2' NARROW 1N1DTH,STRIP FLUORESCENT LIGHTOLIER SN2S117HPF ' 2 17 1-T8 V �-= 4' SURFACE WALL. WASHER FLUORESCENT LIGHTOLIER SLSF244120SB 40 2»rr5 ( • • co 0 0 0 • 103 EQ:�EQ. fTYF TYP L 1 9 1 02 a 2'-0' re .' FAC l KARRE'MAN::+..ASSOCIAT•Es larc�h'.i',tecture . REMARKS 40 DEGREE (FL). 25 DEGREE (NFL). RM 100 - MOUNT RM101-MOUNT RM 105 - MOUNT 11'-0" AFF 8'-6" AFF 7'-6" AFF. NARROW WANDS ON 7TRACK. CLASSIC OPAL BELL SHADE #BA7999 MOUNT @ 6'-6"AFF USING EXTRA CHAIN HUNG FROM CEILING WITH DIMMER SWITCH. CLASSIC OPAL BELL SHADE #BA7999 MOUNT 6'-6" AFF IN FACIAL ROOMS OINT UP). CLASSIC OPAL BELL SHADE #BA7999 MOUNT 6'-6" AFFIN MASSAGE IN RESTROOMS UP)OINT DOWN). SHADE - WHITE CIRRUS GLASS MOUNT @_4'-0"AFF TO BOTTOM OF. SHADE. 5" DEEP AL2AK REFLECTOR TRIM #1046 (SPECULAR CLEAR). OUNT@3'-6" AFF TO CL OF BOX OUNT@3'-6" AFF TO CL OF BOX •. OUNT@3'-6" AFF TO CL OF BOX 2 WATTS PER BULB BULBS PER FIXTURE. NSTALL PER FIRE MARSHALL IXTURE INSIDE LIGHTING SLOT. IXTURE INSIDE LIGHTING SLOT BOVE.CEILING TO LIGHT BACK OF IINDOW FILM OF UPPER STOREFRONT ROVIDE TIMER TO TURN LIGHTS ON NLY AT NIGHT TIME -- OUTLINE OF GWB SOFFIT C @ 7'-61/2"A.F.F. GTK111 LIGHTING.: 7o SLOT. L i'i R°EVIEWE. FO ODE COMPLIANCE APPROVED MAR 26•2014 "... City of Tukwila BUILDING DIVISION • 31-0" 1r1 �!l 2014 • GWt3 CEILING ABOVE SHELVING G 12'-6" ©2 of 1 11 OUTLINE OF FOAM CORNICE -NON-ILLUMINATED BLADE SIGN PER LANDLORD DESIGN -INTERIOR ILLUMINATED PUCK SIGN CL(SET 160E 231 Gowen Place NW Bainbridge ` :Island ashingt on ' 98110 :tel ./. fax 206 842• 1253 e-mail- frank@karremon.co'm ARCHITECT'S STAMP CONSULTANTS: • Cr LU I Wes' f--- LU Z LU Z < 0 �aCr) Lu crz REFLECTED CEILING PLAN SCALE: 1l4"=l'-0" ISSUE DATE: 61&07 REVISIONS: -7/2407 -8/2307 • CONSTR'LICTION i9E/"P7 • • • • • PT4) 4) PT4) RECEPTION / RETAIL SOUTH -ENTRANCE SCALE: 1/4"=1'-0" -CORNER SHELF FOR HOT TOWEL CABI SEE CSWK. DWG'S. MASSAGE 102 EAST SCALE: 1/4"=1'-0" CEILING BEYOND 1/8" ACRYLIC SHEET LINERS CUT TO FIT ON SHELVES AS NOTED; L. ( 119 RECEPTION DESK PT4 D WL0 HLIG 4i J ,, SE CW. AA , DAIG g m.‘ 4) PT4) 0.1110111.1.1 RECtPTION/RETAIL WEST RECEPTION / RETAIL NORTH SCALE: 1/4"=1'-0►' SCALE: 1/4"=l'-0" 7'-0" SHELVES TOWEL STORAGE TOWEL TOWEL STORAGE CABI 34, rMICRO I(1:1) F.- — I WAVE T 2 ro WATER HEATERS ON PLATFORM SEE DET 10/SHT. 2'-414" , 21-414" COUNTER 6 i WORK ROOM EAST PT4) / 4 — STAINLESS . STEEL SINK PT4)ALL SIDES . I J rn NAIL DRYING 0 HALLWAY EAST SCALE: 1/4"-l'-0" PT4) ALL SIDES rr PT4 ) C PT4) 1/8" ACRYLIC SHEET LINERS CUT TO FIT ON SHELVES AS NOTED E iri 4 I WATER HEATERS ON PLATFORM I II I ABOVE CEILING II i I II II I I �— HOUSING ■FAUCETStt i ,® ICS c� N � ,�1-..... `-- MUSTEE "UTILATUB" MODEL 17F WORK ROOM SOUTH • SCALEM/4"=1'-0" i o 01110111101101111.1 PT4 LIGHT : FIXTURES • (W/ WANDS) . PUMP HOUSING SCALE: 1/4"=1'-0" T 1/8" ACRYLIC SHEET LINERS CUT TO FIT ON SHELVES AS NOTED • • KARRENIAN° + ASSOCIATES larchitecture PT4) 1 RECEPTION /RETAIL -EAST SCALE: 114"=1'-0" WORK ROOM WEST SCALE: 1/4"=l'-0" .s_ 4, tI%PT4) tij MANICURE (TYPE V) 4' SURFACE WALL WASHER FLUORESCENT FIXTURES, LIGHTOLIER BILYTER, #8LSF244120SB 13'-93,1" SHELVES SOUND SYSTEM EMPLOYEE FILE SLOTS COUNTER W/GROMMETS REVIEWED FOR CODE COMPLIANCE APPROVED MAR:2 6 2014. City .of Tukwila BUILDING DIVISION UNISTRUT PROVIDED AND INSTALLED BY GC. • . PAINT TO MATCH CEILING (PT2).:. (PROVIDES MOUNTING SURFACE FOR LYTESPAN "BASIC" .. TRACK WITH 48" EXTENSION WANDS.) PAINT LINE • I ' 1 BOBRICK: B-4282 PAPER TOWEL DISPENSER. BOBRICK: B-4112 CONTURA SURFACE MOUNTED SOAP DISPANSER. • 231 Gowen ..Place NW Bainbridge • Island Washington 98110 tel / fax 206 . .. 842 .1253. e-mail frank©karreman.com ARCHITECT'S STAMP •.INTERIOR ELEVATIONS SCALE: 1/4" =1'-0" ISSUE DATE: &18007 REVISIONS: 7/24,07 -9,23,07 ..�-911/07 CONSTRUCTIQN SET 12" V.I.F. 42" V.I.F. 8 2 LJ EXISTING GRAB BARS: 1 8 tSTROOM O3 5'-0 -115. 0 MIN. 2 UNOBSTRUCTED \ 12 FLOOR SPACE.' • I • / 0 FttSTROOM o•. (116 DIMENSIONS AND 1 / ELEVATIONS SIMILAR / \ \ BUT MIRRORED 3'-0" 32" MIN CLEARANCE TYP . . :RESTROOM ' .FLOOR PLAN SCALE:1/2"=9'-0" RESTROOM ELEV. SCALE: 1/2" 11_0" • 2'-0" 1' Ail F3� N FACIAL ROOM SCALE: 1/2" = 1'-0" 23 14 7 6 24" 4'-914a" 18" RESTROOM ELEV. . SCALE: 1/2" =1'-0" 7 6 11 10 9 1181 CLEARANCE BENEATH LAVATORY. 1T' RESTROOM . ELEV. SCALE: 1/2" =1'-0" 25 26 N 1',4" 1/2x4 MDF FACIAL ROOM SCALE:1/2" =1'--0" 7 6 20 21 5 4 3 RESTROOM .ELEV. SCALE:12" =1'--0" ` 1x PAINTED. -- MDF TRIM ' STUD WALL m• 1x3 PAINTED MDF TRIM CASED OPENING @WALL SCALE: 3"=1'-0" 61' • 14" MDF BEADED BOARD BOTH SIDES • SOLID CORE DOOR 11" X 1" PANEL MOULDTRIM ' #22 SHADOW BOX (FJ PRIMED) BY . SAUDER - MOULDING & MILLWORK DOOR TRIM • SCALE: 3"=1'-0" Fig 18 2:3 2T GENERAL NOTES: TOILET ROOMS TO BE ACCESSIBLE PER ICC/ANSI A117.1 2003. . GRAB BAR SHALL BE 1-1/4" TO 1 1/2" IN DIA. INSTALLED PER ADA GUIDELINES. BRUSHED STAINLESS STEEL FINISH. FORCE REQ'D TO ACTIVATE WATER CLOSET CONTROLS NOT TO EXCEED 5 LBS. HANDICAP TOILET W/PRESSURE POWER ASSIST AS REQ'D. BY CODE. CONTRACTOR TO PROVIDE TOTO. DRAKE ADA #CST744SL TOILET. ALL DISPENSERS & DISPOSAL FIXTURES SHALL BE MOUNTED SO AS NOT TO EXCEED 42" AFF TO ANY OPERATING CONTROLS RECEPTACLE OR DISPENSER. MOUNT ALL EQUIPMENT PER ADA REQUIREMENTS; CONTRACTOR TO PROVIDE ADEQUATE BLOCKING FOR ALL TOILET ROOM FIXTURES & FITTINGS. FAUCET CONTROLS & OPERATING MECHANISMS TO BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING. LAVS / HANDSINKS SHALL HAVE A COMBINATION FAUCET OR.: PRE -MIXING FAUCET CAPABLE OF SUPPLYING WARM WATER FOR A MINIMUM OF TEN SECONDS. INSULATE DRAIN PIPE & HOT WATER @ LAVS PER ADA GUIDELINES. THE TOTAL DEPTH OF THE CLEAR SPACE BENEATH THE LAV SHALL NOT BE LESS THAN 1'-5" OF WHICH TOE CLEARANCE SHALL NOT BE MORE THAN 6" OF THE TOTAL DEPTH. KNEE CLEARANCE SHALL NOT BE LESS THAN 2'-5" IN HEIGHT & 2'-6" IN WIDTH. PROVIDE 4" CLEARANCE @ FLOOR DRAIN. MIRROR TO BE MOUNTED W/ BOTTOM OF REFLECTING SURFACE @ 40" AFF: TOILET ROOM DOOR SHALL BE SELF -CLOSING & TIGHT FITTING W/ lie AIR GAP. HOT WATER HEATER SHALL BE CAPABLE OF SUPPLYING HOT WATER A TEMPERATURE OF 120 DEGREES TO ALL SINKS, LAVS & OTHER CLEANUP FACILITIES. BOBRICK: #B-4369 CONTURA PAPER TOWEL & WASTE RECEPTACLE. KOHLER WALL -MOUNTED LAVATORY K2035-4 PINOIR . WHITE ` FAUCET: MOEN #4560/97557 4" CENTERS BRIGHT CHROME. BOBRICK: #B-270 SANITARY NAPKIN DISPOSAL. BOBRICK: #B-4288 TOILET TISSUE DISPENSER: BOBRICK:.#B-4221 TOILET SEAT COVER DISPENSER. ,.CENTER LIGHT FIXTURE BELL WITH MIRROR. 14' MIRROR POLISHED EDGE OF MIRROR: BOBRICK: #B-4112 CONTURA SL RFACE MOUNTED SOAP D!SPANSER. AMERICAN STANDARD: #0451.021 CORNER WALL -HUNG LAVATORY CORNER MINETTE, WI(4"^) CENTERS, WHITE FAUCET: AMERICAN STANDARD #2000.101 CERAMIX W/POP-UP DRAIN & ESCUTCHEON PLATE, POLISHED. CHROME. F3 PLASTIC LAMINATE TYPICAL @ WALL BEHIND LAV. IN ALL FACIAL ROOMS. BOBRICK: #9-4282 PAPER TOWEL DISPENSER. GYP. WALL 1/4 ROUND STAINED TO MATCH FLOOR INTERIOR BASE SCALE: 3"=1'-0" REVIEWED FOR :. DE COMPLIANCE APPROVED MAR 26 2014 • I ECEIVF,0 CITY:O.E :TU I lIL - OR' 1 3.2014:` CONSULTANTS: SCALE: AS NOTED ISSUE DATE: 7/2/07 REVISIONS EQ E LJ • SIGN WITH ILLUMINATED 6" DEEP "CHANNEL" TYPE : • ALUMINUM LETTERS WITH ACRYLIC FACES ON PAINTED .• ALUMINUM OVAL PANEL RACEWAY . Feel Great Now. .. EQ .. • 101 L — DOUBLE FACED STORE ENTRY NON -ILLUMINATED BLADE SIGN INTERIOR ILLUMINATED INSPA SPACE • NEON SIGN EXISTING AWNING SOUTH ELEVATION SCALE: 1/4"=1'-0" DOUBLE FACED NON -ILLUMINATED PAINTED ALUMINUM BLADE SIGN . . SECTION SCALE: 1/4"=1'-0" • SIGN WITH ILLUMINATED • 6" DEEP "CHANNEL" TYPE ' ALUMINUM LE i i iRS WITH ACRYLIC FACES ON PAINTED ALUMINUM OVAL PANEL RACEWAY ._ 31?I SOLYX BRAND TRANSLUCENT EMBOSSED VINYL FILM, #SXHE-02 "CLEAR BRUSHED" FROM DECORATIVE FILMS, (888) 657.5224 • 1 • CY LU iiir t - �. 111 I 1 . Feet Great No 71-530 s r J •.f '.,, 2..., f . �,i1 i l�•'i •fZ.i. .1" � ' r r 1• ••.t '!.i7 r .t� �s, 3 t t i'. iiij� ,,..�)1..�..,�.... . ,j1,. (t! S=If •.•!7�•rl l�•�)f•1:.,/• •j t'ft =tf t'• ••r 1• 11 t•J1l '•`l�rr f�:l�•/rt .y1•+ �. :�. 1, , . '` 'Y.fi,.tYt',•f=i:{i; •t: �.i;l�{;f1 (:A�,� .=,... r`j� .,r..l\ . til��+Li: :�aC ;i.! .; 1.�% ...f. 'i» ••:t #1�1�{'. •A +tGV.,'pyT•� tt�. •,t t•,I tTj y' r,. 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'--��w,•• J VI Ng Ifiri.0,1,41111 11111 INSPA SPACE. • EXISTING SERVICE nnrsr_r/nn r•. In.....-. WORKROOM WALL SOLYX BRAND TRANSLUCENT EMBOSSED VINYL FILM, #SXHE-02 "CLEAR BRUSHED" FROM DECORATIVE FILMS, (888) 657 5224 NORTH ELEVATION SCALE: 1/4"=1'-0" (3) 4' SURFACE WALL WASHER FLUORESCENT FIXTURES, LIGHTOLIER BILYTER, #BLSF244120SB *BEHIND STOREFRONT EXISTING CANOPY DEMISING WALL m*wwn; KARREMAN +.:ASSOCIA.TES rchitecture (3) 4' SURFACE WALL WASHER FLUORESCENT FIXTURES, LIGHTOLIER BILYTER, #BLSF244120S B • .:,..,MiZh's1=FINIvirmase. te::**SWRSaa'gt3RNW*i SCALE: 1/4"=1'-0' RECEIVED CITY OF TUKWILA MAR 1 3 2014 PERMIT CENTER NOTE: SIGNAGE UNDER SEPARATE PERMIT 00 0000 00 0) Gowen Place NW Bainbridge Island Washington 98110 tel / fax 206 842 1253 e-mail • • frank@karreman,com WCC cc .�.. 0 cc LU zvLU CV <1-- or .. n 1"." O Cn Cf) 1--- LLl z h— ,5 vd EXT. ELEVATION AND SECTIONS SCALE: AS NOTED ISSUE DATE: 7/2'07 REVISIONS: Q--8'2307 :;;,:w 2- :CONSTRUCTION • SET ■ 20 GA 3 5/8" MTL STUDS 16" O.C. 5/8" TYPE "X". GYPSUM BOARD ONE OR BOTH SIDES. **"GYPSUM BOARD TO UNDERSIDE OF ROOF STRUCTURE AT MANICURE AREA. .145 DIA. X 1" EMBED. SHOT PINS @ 32" 0.C. TYP PARTITION WALL SCALE: 3"=1'-0" •1. DEMISING WALL 441° SEE DET. #5 20 GA 2 1/2" MTL STUDS 18" O.C. INSIDE OF - TREATMENT ROOM AIR GAP TO BREAK SOUND TRANMISSION DO NOT BLOCK OR BRACE TO DEMISING WALL (2) LAYERS OF 5/8" GWB 3" FIBERGLASS BATT INSULATION .145 DIA. X 1" EMBED. SHOT PINS @ 32" O.C. TYP"PARTITION WALL SCALE: 3"=1'-0" a#10 LAP SEE DET. #11 DECK 20 GA. BEVELED TRACK f LIN #8 TEK EA. SIDE TRACK. TO STUD 20 GA. CLIP `., 2-#10TEK EA. LEG 20 GA.1TEK EA. SIDE 31/2",18 GA. BRACE @ 48" O.C. JUNG CEILINO OIST - RCP KEY N TPFATMFNT. ROOMS CONT. WALL SEE PLAN. CEILING.1O • 20 GA. TRACK 'CA 2-#10TEK EA. SIDE '�-• LINE OF CEILING CEILING JOIST - SEE RCP. 'KEY NOTES #15 & #16 '3 =#10 TEK EA. DIAGONAL •MT` CONT.W!(1))#8 SCREW EA. L.EG EA. STUD/JOIST Ji/ALLWAY RAMING SCALE: 3/4"=1'-0" © TREAT. RM/HALLWAY WALLS EXISTING DEMISING WALL W/ GWB. 1 LAYER OF 5/8" QUIETROCK525 BY "QUIET SOLUTION" DEMISING WALL SCALE: 3"=1'-0" •II FRP 16 GA 3 5/8" MTL STUDS 16" O.C. 1/2" PLYWOOD TO 91-0"ALL INTERIOR. WORKROOM WALLS FIBERGLASS BATT INSULATION FOR SOUND ATTENUATION -1. LAYER OF 5/8" QUIETROCK 525 BY "QUIET SOLUTION" @ TREATMENT ROOMS .146 DIA. X 1" EMBED. SHOT PINS @ 32" O.C. INSIDE OF TREATMENT ROOM 3 20GA35/8"MTL STUDS 16"O.C.. OUTSIDE OF TREATMENT ROOM 1 LAYERS OF 518" TYPE "X" GYPSUM 1 LAYER OF 5/8".. QUIETROCK 525 BY "QUIET SOLUTION" FIBERGLASS BATT INSULATION .145 DIA. X 1" EMBED. SHOT PINS @ 32" O.C. TYP PARTITION WALL SCALE: 3"=1'-0" SEE DET. #11 3A - QUIETROCK 525 ON BOTH SIDE PARTITION WALL, WORKROOM SCALE: 3"1'-0" 45 DEGREE MAX, MAX. 45 DEGREE <„, SEE DET. #5 45 DEGREE MAX. 4/4 A :7 REE MAX. EXISTING COLUMN 5/8" TYPE "X" GYPSUM BOARD APPLIED TO FACE OF COLUMN. SINGLE. LAYER GWB SCALE: 3"=4'4r VERTICAL. COMPRESSION STRUT 2" MAX. FROM BRACING WIRES TO CROSS TEES 12 GA HANGER WIRE BRACES @ 4'-0" O.C. TO BE ATTACHED @ MAX OF 45 DEGREES, MIN OF 3 OF ALL BRACING WIRE, TYPICAL FULL TURNS IN 3" @ BOTH SIDES MAIN RUNNER @ 4'-0" O.C. OR 2'.0" O.C. AS SHOWN CROSS TEE @ 2'-0" O.C. NOTES: 1. ALL 24"X48" CEILING LIGHT FIXTURES & 24'7C24" HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MINIMUM OF (2) HANGERS @ OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. 2. ALL INTERIOR WALL & CEILING FINISHES SHALL BE INSTALLED TO CLASS III FLAME SPREAD: 3. 45 DEGREE BRACE WIRES & COMPRESSION STRUT ARE TO BE PROVIDED. 4. ALL SUSPENDED ACOUSTICAL CEILING TO COMPLY WITH 2003 IBC CODE SECTION 803.9. IN ACCORDANCE WITH ASTM C 835 & ASTM C 636. 5. INSTALLATIONS MUST CONFORM TO CISCA RECOMMENDATIONS FOR AREAS IN SEISMIC ZONE 3.4: 6. POWDER ACTUATED FASTENERS ARE NOT ALLOWED FOR COMPONENT ANCHORAGE IN TENSION LOAD APPLICATIONS PER ASCE 7-02 SECTION 9.8.1.6.5. 7. ATTACH HANGER WIRES TO STRU1 TURAL MEMBERS ABOVE WITH HILTI BRAND "KWIK CON II CONCRETE ANCHORS" *DIA., EMBEDED 1" AND INSTALL PER MANUFACTURERS INSTRUCTIONS. SUSPENDED:: CEILING DETAIL NTS ARMSTRONG "BERC2" CLIPS ON ALL FOUR WALLS 5/8" TYPE "X" GYPSUM BOARD, CONFIRM. EXIST. DEMISING WALL SCALE: 3"=1'-0" 4A - PROVIDE 12" PLYWOOD TO 9'--0" AFF. 8" MAX. UNATTACHED WALL ARMSTRONG "BERC2" CLIPS ON ALL FOUR WALLS ATTACHED WALL CORNICE MOULDING EXTRUDED POLYSTYRENE PAINT PT5 (2) BED SHOT PINS 6"B SIMPSON LARR 25469 OR #10 TEK SCREW @ 16" O.C. ISTING = UILDIN LID (CONC. TOPPING OVER . STEEL DECK COMPOSITE). ._._ - -- ATTACH ANGLED METAL STUDS TO TOP PLATE OF WALL AND TO STRUCTURE ABOVE. 6'-0" 0.C. MIN. AS SCHEDULED. 08 TEK SCREWS EACH SIDE @ 16" O.C. SEE EET A. • - G CEILING HEIGHTS TYPICAL CONSTRUCTION: 20 GAUGE METAL STUDS @ 16" O.C. EXTEND TO MIN. 12"ABOVE CEILING GRID W/ 6/8" TYPE "X" G.W.B. BOTH SIDES, W/ DRYWALL SCREWS 12" O.C. .145 DIA X 1" EMBED SHOT PINS @ 32" O.C. EXISTING FLOOR (CONC. SLAB NEW INTERIOR WALL NTS INTERIOR CORNICE SCALE 3"=1'-0" MAIN RUNNERS WALL MOLDING 8" MAX. NOTES: 1. GRID MUST BE ATTACHED TO TWO ADJACENT WALLS & OPPOSITE WALLS MUST HAVE A 14" CLEARANCE. 2. ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING.. 3. MUST USE HEAVY-DUTY SYSTEM WITH PERIMETER SUPPORT WIRES AND LATERAL BRACING. 4. SEE DETAIL A7.01#10, NOTE #7 FOR ANCHOR BOLT INFORMATION. SUSPENDED CEILING WALL . DETAIL 3, NTS REVIEWED FOR . . CODE COMPLIANCE APPROVED MAR •2 s .2014° City of Tukwila BUILDING DIVISION TYPICAL WATER HEATER PLATFORM 5/8" PLYWOOD EACH SIDE 12GA6"MTL JOIST @ 12" 0.C. AT HEIGHT CALLED OUT ON A4.0.. 16GA35/8"MTL. STUDS .16"O.C. W/ 5/8" TYPE "X" GWB ONE OR BOTH SIDES TO HEIGHT CALLED OUT ON A4.0. 5/8" TYPE' X" GYPSUM Air BOARD EACH SIDE CONSTRUCT 'PER UL DESIGN NO U419 WATER HEATER PLATFORM SCALE 3"=1'- EXISTING DEMISING WALL METAL STUD. FIBERGLASS BATT INSULATION -CAULK 5/8" QUIETROCK 525 BY "QUIET SOLUTION" tl SEE REFLECTED CEILING PLAN A3.0: KEY NOTE #15 1/4" PAINTED MDF BEADED BOARD CROWN MOULDING TRIM - WD2, SEE FINISH . SCHEDULE ON SHT. A1.0. 5/8" QUIETROCK 525 BY."QUIET SOLUTION" THIS SIDE CEILING DETAI SCALE 3"=1'-O" RECEIVED CITY OF TUKWILA. ,MAR 1 3 2014 PERMIT C'ENTER KA.RREM AN +•ASS.O'CIA'FES.; La.1-Or cture 231 Gowen Place NW 13a,in bridge Island Washington 98110 tel. / fax 2.06 842 1253 e-mail fron-k@karreman.c:om ARCHITECT'S STAMP CONSULTANTS: 0 CD CC W CC F- W z 1- W Z U LU < 15 0 N • W Z 00 0 35 DETAILS. SCALE: AS NOTED ISSUE DATE:, 618,07 REVISIONS: e CONSTRUCTION . SET. 5.0 •7 24407; -8f23,07 -911107 • w,........ „n.,,.. GENERAL PLUMBING NOTES 1 ..THE FOLLOWING NOTES APPLY TO ALL PLUMBING DRAWINGS. ADDITIONAL PLUMBING NOTES MAY BE INDICATED ON EACH PLUMBING DRAWING. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2 INSTALL ALL WASTE LINE CLEANOUTS IN ACCORDANCE WITH CHAPTER SEVEN OF THE UNIFORM PLUMBING CODE: A. 3" WASTE PIPE - 3" CLEANOUT WITH 2.5" PLUG B. 4" WASTE PIPE - 4" CLEANOUT WITH 3.5" PLUG C. 6" WASTE PIPE 4" CLEANOUT WITH 3.5" PLUG 3 WASTE, VENT AND SUPPLY PIPING SIZES TO INDIVIDUAL PLUMBING FIXTURES SHALL BE AS SHOWN ON PLUMBING FIXTURE SCHEDULES. BELOW GRADE SANITARY WASTE •PIPING SIZES SHALL BE AS SHOWN ON PLANS AND FIXTURE SCHEDULES AND SHALL NOT BE LESS THAN 2" DIAMETER. 4 ALL SANITARY SEWER PIPING BELOW SLAB SHALL BE INSTALLED AT A MINIMUM OF 1/4" PER FT SLOPE UNLESS APPROVAL IS PROVIDED BY THE "ADMINISTRATIVE AUTHORITY" IN WRITING FOR A SHALLOWER SLOPE. ' IN NO CASES SHALL SEWER PIPING BE INSTALLED : AT LESS THAN 1/8" PER FT SLOPE. IN NO CASES WILL PIPING SMALLER THAN 4" BE INSTALLED AT . SLOPES SHALLOWER THAN 1/4" PER FOOT. PIPING INSTALLED AT 1/8"/FT SHALL BE RESIZED PER. CHAPTER 7 OF THE . UNIFORM PLUMBING CODE AND SUPPORTING CALCULATION SUBMITTED TO ENGINEER FOR REVIEW. 5 PROVIDE STOPS PRIOR TO ALL PLUMBING EQUIPMENT. THIS SHALL ALSO INCLUDE PROVIDING INTEGRAL STOPS ON ALL SHOWER AND TUB/SHOWER VALVES (WHETHER SPECIFIED OR NOT). PROVIDE WASTE TRAPS AT ALL DIRECT CONNECTED EQUIPMENT IN ACCORDANCE WITH CODE AND THE SPECIFICATIONS: 6 • PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS UNLESS NOTED OTHERWISE. PROVIDE UNION • ON UPSTREAM AND DOWNSTREAM SIDE OF ALL TRAP PRIMERS. TRAP PRIMER BRANCH TAKEOFF SHALL BE FROM TOP OF MAIN DISTRIBUTION PIPE. 7 SEE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE FOR FINISH DIMENSIONS MENSIONSNAND OF ALL OTHER DETAILS. ALSO SEE ARCHITECTURAL. DRAWINGS PLUMBING FIXTURES INCLUDING REQUIREMENTS FOR FLUSH LEVER LOCATION AT ADA . ADA COMPIJANT TOILETS AND VALVE LOCATIONS OF ADA SHOWERS. REPORT ALL • ; DISCREPANCIES TO ENGINEER PRIOR TO ANY WORK. 8 REFER TO ARCHITECTURAL DRAWING FOR ROOM ELEVATIONS. LOCATE PLUMBING FIXTURES AT HEIGHTS SHOWN ON ARCHITECTURAL ROOM ELEVATIONS, : 9 ` PLUMBING DRAWINGS SHOW APPROXIMATE LOCATIONS OF PLUMBING FIXTURES. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS. 10 REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC. 11 REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL CHARACTERISTICS OF PLUMBING EQUIPMENT (VOLTAGES, ETC). 12 ELECTRICAL CHARACTERISTICS OF LISTED EQUIPMENT SHALL BE VERIFIED EVIATE FROMYCONTRACTOR THOSE LISTER DURING SUBMITTAL. PROCESS. ANY ELECTRICAL CHARACTERISTICS THAT' .SHALL BE IDENTIFIED BY THE CONTRACTOR, INSTALLA�ON D TOF EQUIPMENT ENGINEER AS REQUIRED TO AND ' COORDINATED WITH DIVISION 16 PRIOR TO PROPERLY' SERVE EQUIPMENT. 13 SECURE WATER HEATERS AND STORAGE TANKS AND PLUMBING FUIPMENT R ADDITIONAL STRUCTURE AS REQUIRED BY CODE. REFER TO THE. STRUCTURAL DRAWINGS SPECIAL REQUIREMENTS RELATED TO THE PLUMBING INSTALLATION. ACCESS PANELS ARE REQUIRED AT ALL CONCEALED VALVES AND EQUIPMENT.. COORDINATE. LOCATION AND SIZE WITH ARCHITECT. . 5. INSULATE PIPING PER TITLE 24 AND PER DIVISION 15 SPECIFICATIONS (WHICHEVER IS GREATER). 16 GENERALLY DUCTWORK PLANNED TO BE TIGHT TO STRUCTURE 1MTH PIPING BELOW DUCTWORK AND BETWEEN LIGHT FIXTURES. ADJUST AS NECESSARY. 17 COORDINATE LOCATIONS OF PLUMBING EQUIPMENT ERVICE ACCESS LEE TO EQUIPMENT MAINTENANCE. ARANCES OVER LIGHTING FIXTURES FOR REMOVAL AND 18' REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRFITTINGS, PIPE VES,G TCLYFLOOR PLANS • AND SECTIONS INDICATE EQUIPMENT LOCATIONS AND GENERAL. 19• PROVIDE FABRICATED STEEL MEMBER -SUPPORTS ORI N .REQUIREDS SPECIFICATIONSFORMANUFACTURER'S INSTALLATION ELATION • • INSTRUCTIONS, 'AS INDICATED ON. DRAWINGS,AND WELDS SHALL. T INL ACCORDANCE . OF EQUIPMENT.. REQUIRED STRUCTURAL MEMBERS, BOLTS, :WITH AMERICAN INSTITUTE OF .STEEL CONSTRUCTION •(AISC) MANUAL. • 2Q, IF REQUIRED FOR INSTALLATION OF PIPES . AND •EQUIPMENTOVID MEEE T ONALSUPPORT REACTIONS ; STRUCTURAL MEMBERS BETWEEN COLUMNS, JOISTS, AND STRUCTURAL RAME .. (FORCES, MOMENTS,: DEFLECTIONS).: • STRUCTURAL MEMBERS SHALL BE DESIGNED • BY A REGISTERED • PROFESSIONAL . ENGINEER. AND • SHEAR WALLS, ' UNLESS INDICATED ON STRUCTURAL D 21• DO NOT CORE DRAWINGS OR DRILL OR DRILL AS APPROVED BY THE • STRUCTURAL ENGINEER. •. 22. • PIPES INDICATED . WITHOUT• DIMENSIONS, SHALL BE SIZED. PER PRECEDING. UPSTREAM • PIPE SECTIONS. : 23 DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW PIPING OFFSETS. WHICH MAY 'BE REQUIRED. 24 .COORDINATE DEMOLITION WORK WITH ARCHITECTURAL DEMOLITION DRAWINGS. • .25 PATCH ALL FLOOR, WALL, CEILING AND �eOOF OPENINGS RDANCE WITH DIVISION 1AOFETHE SPECIFICATIONS D BY THE N . . • OF EXISTING PIPES, FIXTURES, ETC IN A 26 . WHERE PIPE SIZES ARE NOT SHOWN ON DRAWINGS, SIZE PIPING PER THE UNIFORM PLUMBING CODE. 27 PRIOR TO SUBMITTING ALL PLUMBING FIXTURES THE CONTRACTOR SHALL IN GENERAL VERIFY ATIBIU YTOOF THE • SPECIFIED FIXTURE. WITH THE SIZES OF .FINISH CABINETRY AS IDENTIFIED SHOP 'DRAWINGS. ANY DISCREPANCIES BETWEEN THE SIZE OF THE FIXTURES SPECIFIED AND THE . FINISH CABINETRY SIZES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING. BEFORE . SUBMITTAL.., • 28 PROVIDE UNION ON UPSTREAM AND DOWNSTREAM SIDE OF ALL TRAP PRIMERS. 29 LABEL ALL PIPING SYSTEMS PER THE IMC AND UPC. 30 SUPPORT AND BRACE PIPING SYSTEMS IN ACCORDANCE WITH UPC SECTION 314 AND WATER SERVICE CALCULATIONS - MAIN BUILDING Cold Water Piping to be Sized Based on a • FT • System FV Flush Valve, FT = Flush Tank) L_i ut..�wr Di..inn in i1A C17P_rl I�ASAd nn a FT System FV =Flush Valve, FT =. Flush Tank) PIPE MAINS FIX UNIT GPM SIZE TENANT SUPPLY •. 20 . 13 1" COLD WATER • 20 .13 1" HOT .WATER . _ 11 7 - WATER PRESSURE AT METER (PSI) • • 50.0 U METER LOSS (PSI) • . 2.0 1" DIA. METER BACKFLOW PRESSURE . LOSS 10.0. OF 0.0 DIA. PIPE PIPE LOSS BETWEEN METER AND BLDG (PSI) WATER PRESSURE AT Ti SPACE (PSI) . - 38.0 If water pressure exceeds 80PSI, pressure regulator is req'd BLDG SUPPLY PRESSURE FOR PIPE. SIZING: if • 38.0 11 Regulator Required (Yes/No): NO Water Pressure Downstream of Regulator (PSI):! COLD WATER PRESSURE LOSS: ELEVATION. (PSI) MIN. RESIDUAL PRESS. AT REMOTE FIXT. (PSI) • 25.0 TOTAL PRESSURE LOSS: 25.0 AVAILABLE PRESSURE (PSI) 38.0 - 25.0 13.0 LONGEST PIPE RUN (FT) . X 1.25 (FITTINGS) 1.25 Friction Loss . Not to Exceed Size All Piping . Based on . a Friction Toss of: 100.01 125.0.. I .15 "FEET. AT 0.433 PSI/FT 13 X 100 FT 125 FT 10.4 PSI/100FT LOSS 8 IJPSI/100FT LOSS DOMESTIC WATER SIZING TABLE COPPER TYPE L COLD WATER • ' Sizing based on 6.0 ps1/100'. max & 8.0 ft/sec max velocity Flush. Tank Water Closets FU Range • p>P.Mrs 0- 3 FU ' 1/2 3.5- 7 FU 3/4 8-18 FU 1 19- 38 FU .1 1/4 39- 80 FU 1 1 /2 81- . 265 FU. 2 266- 470 FU ' 2 1 /2 471- 744 FU 3 745-y 1710 FV .4 COPPER TYPE L HOT WATER Sizing based on 6.0. psi/1O0' max & 5.0 ft/sec max . velocity Flush Tank Water Closets FU Range . . Pt* a 0- 3 FU 1/2 3.5- 7 FU 3/4 8- 16 FU. 1 17 28 FU ;1 1/4 29- 45 FU 1 1/2 46- 120 . FU 2 121- 250 FU 2 1/2 251- 450 FU . 3 AS REQUIRED IN THE SPECIFICATIONS. 31ALL MATERIALS IN CONTACT WITH PIPING SYSTEMS SHALL BSHALL �� VERIFY COMPAT1B �I OF THEIR PRODUCTS WITH MPAIIBLE FOR USE WITH AND FOR CONTACT WITH THE PIPING MATERIAL. CONTRACTORS AND TRADES THE: PIPING SYSTEMS. THIS INCLUDES, BUT 11SENOT RMALLINSU AT10N, EXPANSION STOPPING TO, FIRE JOINTS AAND�ANYRMATER�ALNG COLLARS, VIBRATION ISLOATION ELEMENTS, T1 IN CONTACT WITH PIPES. PUMPS MARK NUMBER. I SERVICE TYPE LOCATION SYSTEM SERVICE CONDITIONS CAPACITY -GPM TOTAL. HEAD -FT FLUID TEMPERATURE --DEG F UNIT CONDITIONS SPEED -RPM CONNECTIONS INLET/OUTLET MOTOR HORSEPOWER -MINIMUM SPEEDRPM VOLTS -PHASE -HERTZ MANUFACTURER -DESIGN BASIS NOTES CP-1 MECH RM DOMESTIC CARTRIDGE 3 7 WATER 120 DEG F 3250 3/4" FNPT 1/40 3250 115/60/1 `TACO 006 - BRONZE REMARKS 1) WITH BUILT IN 24 HR .TIME CLOCK CONTROL 6/26/2007 PLUMBING CALCULATIONS 2003 UPC PLUMBING .CODE (1) PER TABLE 7-3 AND TABLE A-2 BUILDING SUMMARY FIXTURE TYPE FLOOR DRAIN - EMERGENCY LAVATORY, SINGLE 51NKS TRAP/ARM IN. • QTY PER FIXTURE ABBREVIATIONS AC AD AFC AFF AFG AHU AL BDD BFC BHP. BI BOD BTU BTUH. CFM CO CV CW. CRD DIA DIM DMPR DN. DP DWG EX EAT EF EFF EG ELEC AIR CONDITIONING ACCESS DOOR. ABOVE FINISHED CEILING ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT ALUMINUM BACK DRAFT DAMPER BELOW FINISHED CEILING BRAKE HORSE POWER BACKWARD INCLINED BOTTOM OF DUCT. BRITISH THERMAL UNIT BRITSH. THERMAL UNIT PER HOUR CUBIC FEET PER. MINUTE CLEAN OUT CONSTANT VOLUME COLD WATER CEILING RADIATION DAMPER DIAMETER DIMENSION DAMPER DOWN DIFFERENTIAL PRESSURE DRAWING EXISTING ENTERING AIR . TEMPERATURE EXHAUST FAN EFFICIENT, EFFICIENCY EXHAUST GRILLE ELECTRICAL FH. .FARENHEIT FD • FIRE DAMPER FLR FLOOR FPM FEET PER MINUTE FSK. FOIL SKRIM KRAFT LINED DUCT (SPUNSTRAND) FT FEET, FOOT GR HP HR HTG HVAC HW GAS :GRILLE HORSE POWER HOUR HEATING HEATING, VENTILATION AND AIR CONDITIONING HOT WATER ID INSIDE DIMENSION . IN INCH, INCHES . INFO INFORMATION INSUL INSULATE, INSULATION NA NTS OSA OAT 0D OPP OV PD PERF PF PH QTY RA REQD RET. RG RPM SA SCHED SD SF SFD S.1.0. SHT SP• SPEC. SR SS STAT TEMP TD TEMP THRU TSTAT TYP UL UV `UMC UP UBC V VAC. VC D VAC VAV VEL VOL JAN : JANITOR W/0 KW KILOWATT WB KWH • KILOWATT HOUR WC wr LAT • LEAVING AIR TEMPERATURE • WT LF LINEAL FEET . LVG LEAVING MA MIXED AIR MBH THOUSAND BRITISH THERMAL .UNITS PER 'HOUR MIXED AIR TEMPERATURE MAXIMUM MECHANICAL MANUFACTURER MEDIUM MINIMUM, MINUTE MISCELLANEOUS MAT MAX MECH MFG MED MIN MI SC DOMESTIC WATER WSFU TOTAL HW PER FIXTURE TOTAL HW SEWER DFU PER FIXTURE 2 1.25 2 2 1 2! 0.75 1.5 0 1 TOTAL 0 2 WO Yell eee MOB Mel WV One OM. L-2 UT-1 SK-1 1.5 5 5 2OR3 3 1 1.5 2 5 1.5 6 0.75 1.125 1.5 3.75 1.125 4.5 2 2 2 10 2 6 URINALS (-. IWV WATER CLOSETS 1.6 GPF GRAVITY & 'FLUSHCSMETER TANK, PUBLIC 3 2 1 TOTALSI15 1 2.5 5 1 19.5 1 110.875 4 Wei 8 1 28 NORTH NOT APPUCABLE NOT TO SCALE OUTSIDE AIR OUTSIDE AIR TEMPERATURE OUTSIDE DIMENSION OPPOSITE OUTLET VELOCITY PRESSURE DROP PERFORATED PRE FILTER PHASE QUANTITY RETURN AIR REQUIRED RETURN RETURN GRILLE REVOLUTIONS PER MINUTE SUPPLY AIR SCHEDULE SMOKE. DETECTOR SUPPLY FAN SMOKE/ARE DAMPER SUPPUED AND INSTALLED BY OWNER/ (OTHER) SHEET STATIC PRESSURE SPECIFICATION SUPPLY REGISTER STAINLESS STEEL THERMOSTAT TEMPERATURE . TEMPERATURE DIFFERENTIAL TEMPORARY THROUGH THERMOSTAT. TYPICAL • UNDERWRITER'S LABORATORY UNIT VENI1LATOR UNIFORM MECHANICAL CODE UNIFORM PLUMBING CODE UNIFORM BUILDING CODE VOLT VOLTS AC VOLTS DC VOLUME DAMPER VACCUM : VARIABLE AIR VOLUME VELOCITY VOLUME WITH WITHOUT • WET .BULB ..WATER CLOSET WATER TANK WEIGHT ELECTRIC WATER HEATER SCHEDULE EQUIPMENT NUMBER WH-1 & 2 UNIT LOCATION WORKROOM SYSTEM SERVED.. DOMESTIC HW TYPE MAKE MODEL BRADFORD WHITE M-1-80R6DS CAPACITY -GALLONS IRECOVERY (GPH 0 80 DEG RISE) SERVICE CONDITIONS LVG WATER TEMP -DEG F 80 20 120; ELECTRICAL NUMBER OF STAGES 1 KW INPUT/STAGE (TOTAL) VOLTS -PHASE -HERTZ 5KW 208/1/60/ REMARKS 6/26/2007 AUTOMATIC CONTROL VALVE - IHREE WAY (ELECTRIC OPERATOR SHOWN) BAIANCING/MEASURING VALVE BALL VALVE - GATE VALVE CHECK VALVE • BUTTERFLY VALVE VENTURI FLOW METER AUTOMNRC FLOW CONTROL VALVE FLEXIBLE CONNECTION IN MING.. AUTOMAIle AIR VENT (AAV) MANUAL AIR VENT (MAV) PRESSURE GAGE SIGHT GLASS GAS REGULATOR GAS COCK PUMP ECO FLOOR CLEANOUT (FC0) 0 VTR VENT IHRU ROOF FLOOR DRAIN FLOOR SINK POINT OF CONNECTION TO EXISTING DRAWING SYMBOLS NORTH NORTH ARROW COLUMN GRID SYMBOLS KARREMAN circhitecture PLUMBING LEGEND SHEET INDEX SYMBOL DESCRIPTION NEW PLUMBING (HEAVY UNE) EXISTING PLUMBING (UGHT UNE) WATER SERVICE CWF COLD WATER FILTERED COLD WATER (ABOVE FLOOR/GRADE) SHEET NO. TITLE P1.0 231 Gowen Place NW Bainbridge Island Washington 98110 e mail ARCHITECTS STAMP monammummemmomis HV Engineering, Inc. ""e"""'" Consulting Engineers 7100 Linden Ave. It Suite 1 dr* Seattle, Washington, 98103 cr 'CO Lu LLI CO T- cn CJ) 0 F- Z 1.T( R.: ABBREVIATIONS, ISSUE DATE: 7/27/07 SYMBOLS, ABBREVIATIONS, SCHEDULES 8c CALCS SCHEDULES BELOW GRADE PLAN - PLUMBING FLOOR PLAN - PLUMBING rie4.140e0frk#140 HOT WATER (ABOVE ' TEMPERED WATER IF NOT INDICATED OTHERWISE) HIGH IEMP HOT WATER 160' OR AS INDICAIED HOT WATER C1CULATING WASTE (ABOVE''FLOOR) PIPING- - WASTE (BELOW FLOOR) VENT ACID WASTE - STORM WASTE (BELOW GREASE WASTE -GD - GARAGE DRAIN CHILLED WATER SUPPLY CHIUID WATER RETURN CONDENSOR WATER SUPPLY CONDENSOR WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN FIRE DEPARTMENT CONNECTION FIRE SERVICE WET FIRE PIPING LOW PRESSURE GAS MPG-. MEDIUM PRESSURE GAS CWS CWR CWR HWS HWR FDc FS WF PR RL NP PROPANE RAIN LEADER OVERFLOW LEADER PUMPED PIPING NO14 POTABLE WATER FLOW ARROW op OR CLEANOUT° PIPE UP PIPE DOWN PIPE TEE UP PIPE TEE DOWN 45' DEGREE ELBOW ECCENTRIC REDUCER UNION FUNNEL WYE STAINER WITH CAPPED HOSE END BLOWDOWN VALVE BALANCING VALVE PRESSURE REDUCING VALVE (PRV) AUTOMATIC CONTROL VALVE - TWO WAY (BICTRIC OPERATOR SHOWN) CITY' OF TUKWILA P.ERMIT CENTER REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF HV ENGINEERING. INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE MITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, I4V ENGINEERING, INC. VERFY SCALE BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0" muiesoimemsom IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES PLUMBING EQUIPMENT CONNECTION SCHEDULE SYMBOL WC 1H L--1. ITEM WATER CLOSET - ADA COMPLIANT ADA HEIGHT (17.25") LAVATORY -- WALL HUNG WASTE 3 1-1/2 IW IMO _ VENT 2• 1-1/2 Cw 1/2 HW 1/2 SPECIFICATION TOTO, DRAKE #CS''744SL KOHLER K-2035 "PINOIR" WHITE MOEN 4560/97557 4" CENTERS BRIGHT CHROME REMARKS ELONGATED BOWL, HANDICAP HEIGHT, PLASTIC FRONT SEAT. FLOOR MOUNTED TANK TYPE, 1.6 GALLON PER FLUSH. WALL HUNG VITREOUS CHINA LAV, 4" CENTERS, TRU—BRO WRAP. AT EXPOSED TRAP LOCATIONS. L-2 LAVATORY — WALL HUNG 1-1/2 • 1-1/2 1/2 1/2 AMERICAN STANDARD "CORNER MINETTE" — 0451.021 AMERICAN STANDARD FAUCET 2000.101 CERAMIX W/POP UP DRAIN & ESCUTCHEON PLATE, POLISHED CHROME CORNER MINUTE, 4" CENTERS TRU-BRO WRAP AT EXPOSED TRAP LOCATIONS. UT-1. UThUTY TUB/SINK 2 1--1/2 1/2 1/2 MUSTEE "UTILITUB" MODEL #.17F 19 GALLON CAPACITY SK--1 FAUCET 7/23/2007 HYDRANT, DRAIN, AND BFP SCHEDULE SYMBOL ITEM FD-1 TD-1 FLOOR DRAIN (FD) OR FUNNEL TRENCH DRAIN 1/2 ,MAKE/MODEL BFP--1 BACK FLOW .PREVENTOR -6/26/2007 1/2 SPEAKMAN SC-5811—RCP FAUCET. ZURN/Z-415 (FD), Z-1742 FUNNEL (FFD) ZURN/FLOW—THRU WILKINS #950 INTEGRAL BRASS VACUUM BREAKER ON FAUCET REMARKS ROUND OR SQUARE TOP TO MATCH FLOOR FINISH 6" WIDE X, 60" LONG, 3" CENTER OUTLET. REDUCED PRESSURE PRINCIPLE, DOMESTIC WATER SUPPLY, 1" WITH STRAINER AND GATE VALVES SYSTEM :• SOIL/WASTE/VENT. COLD WATER & HOT WATER 2" AND SMALLER CONDENSATE PIPING SYSTEM SCHEDULE AND SPECIFICATION ABOVE GROUND CISP TYPE L COPPER CPVC <125 DEG F TYPE M COPPER BELOW GROUND LISP TYPE K COPPER N/A JOINT METHOD HUBLESS ABOVE GRADE HUB AND SPIGOT BELOW GRADE. 95/5 SOLDER SIL—FOS BELOW SOLVENT WELD REMARKS/PIPE INSULATION JACKETTEO FIBERGLASS INSULATION ON ALL CIRCULATED DOMESTIC HOT WATER PIPING.:: THICKNESS PER TITLE 24 1/2" INSULATION ON COLD WATER MAIN INSULATE WITH 1/2" ARMAFLEX REFRIGERANT UQUID & SUCTION INDIRECT DRAIN MATCH EXISTING NA MATCH EXISTING INSULATE PER TITLE 24- COPPER DWV N/A 95/5 SOLDER 6/26/2007 PROVIDE 2"X18GA: • STRAP SECURED TO WALL W/IN 6" OF TOP AND BOTTOM. OF TANK FOR.. SIESMIC. RESTRAINT SEE NOTES 3 T & P RELIEF VALVE SEE NOTE 2 FLOW CONTROL VALVE . STRAINER WITH BLOW OFF , VALVE 4. 5. NOTES: 1" COLD WATER HOT WATER USE BACK INLETS FOR COLD WATER SUPPLY AND MANIFOLD TO FACILITATE MAINTENANCE. PLUMB SWING CHECK VALVE IN GRAVITY. CLOSED POSITION. . PIPE ALL RELIEF VALVES TO FLOOR SINK, OR AS LOCAL CODES REQUIRE. PROVIDE FOR THERMAL EXPANSION OF• HOT WATER IF A BACKFLOW PREVENTOR, CHECK VALVE, 'WATER METER OR PRESSURE —REDUCING VALVE IS INSTALLED IN • THE COLD ..WATER LINE. • COMMISSION RECIRCULATING • HOT WATER FLOW • . CONTROL VALVE 'TO. LIMIT HOT WATER CIRC VELOCITY TO LESS THAN 2 FEET PER .SECOND IN RECIRCULATING PIPING. SEE ARCH. DWGS. FOR STAND THAT WATER HEATERS • ARE INSTALLED ON. WATER HEATER PIPING DIAGRAM SCALE: NONE STORAGE & EXPANSION TANKS. MARK NUMBER ET-1 ( SERVICE LOCATION WORKROOM SYSTEM DOMESTIC TYPE ORIENTATION VERTICAL LINING ASME YES SERVICE CONDITIONS CAPACITY - GALLONS 6.4 ACCEPTANCE — GALLONS (EXP TANKS) 3.2 INSULATION FLUID WATER PRESSURE —. PSI 150 TEMPERATURE — DEG F 120 UNIT CONDITIONS BOILER CONNECTION SIZE INLET & OUTLET TAP SIZE WEIGHT (FULL) 90 LB DIAMETER AND HEIGHT 12"X16" MANUFACTURER —DESIGN BASIS NOTES REMARKS 6/26/2007 PLUMBING .SPECIFICATION AMTROL ST-12—C PLUMBING SYSTEM 15400 THE WORK INCLUDES MODIFICATION TO THE EXISTING PLUMBING SYSTEM AND PROVIDING NEW MATERIALS. FITTINGS AND ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING . PLUMBING SYSTEM. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND/OR ORDINANCES AND IS SUBJECT TO INSPECTION. EXACT LOCATION OF EXISTING ABOVE AND BELOW GRADE PLUMBING MUST BE FIELD VERIFIED AS PART OF THIS SCOPE OF WORK. HOOK—UP CHARGES, PERMITS AND ALL OTHER EXPENSES RELATED. TO A COMPLETE AND FUNCTIONING PLUMBING SYSTEM ARE INCLUDED AS A PART .OF . THIS SECTION: - THE INTENT OF THE DRAWINGS IS TO INDICATE THE GENERAL EXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, FIXTURES AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. REFER TO MANUFACTURER'S STANDARD ROUGH —IN DRAWINGS FOR PLUMBING FIXTURE INSTALLATION REQUIREMENTS. COMPLY WITH ALL APPLICABLE ADA INSTALLATION REQUIREMENTS. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, AND. WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PIPING SYSTEMS — GENERAL: ALL PIPING SHALL BE RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES. INSTALL AS REQUIRED TO MEET ALL CONSTRUCTION CONDITIONS AND TO ALLOW FOR INSTALLATION OF OTHER WORK SUCH. AS DUCTS AND ELECTRICAL CONDUIT. AT ALL. CONNECTIONS SHALL TO ASTM C TYPE I,. MAXIMUM VAPOR TRANSMISSION. BETWEEN FERROUS PIPING AND NONFERROUS PIPING. PROVIDE AN ISOLATING RATING OFCONFORMPERM 1136, TO ASTM E 96, DIALECTIC UNION. ALL HANGERS SHALL BE COMPATIBLE WITH PIPING PROCEDURE 0.02(K VALVE) WHEN TESTED TU �' ACCORDING * * • • MATERIAL TO PREVENT CORROSION. / HR.FT2 F AT 757 MEAN TEMPERATURE. PROVIDE INSULATION THICKNESS AS INDICATED. BACKFLOW PREVENTOR WITH. STRAINER AND VALVES INDIRECT WASTE TO APPROVED RECEPTOR 1"Cw FLOOR (E) COLD WATER METER (E) 1"CW (E) SHUT—OFF VALVE FFD, FS, OR HUB . DRAIN DOMESTIC WATER SERVICE. DETAIL PROVIDE ALL FITTINGS. ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE THE PLUMBING SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT INDICATED. . FIXTURES/EQUIPMENT FURNISHED BY OTHERS: PLUMBING CONTRACTOR SHALL PROVIDE UTILITY CONNECTIONS REQUIRED SUCH AS WATER, GAS, AIR. SUPPLIES. WASTE OUTLET, TRAPS, ETCETERAS AT ALL PLUMBING TYPE FIXTURES OR EQUIPMENT FURNISHED BY OWNER, GENERAL CONTRACTOR, FOOD SERVICE CONTRACTOR, EQUIPMENT SUPPLIER. ETCETERA. INCLUDED ARE STOP VALVES, ESCUTCHEONS, AND . CHROME PLATED . BRASS TUBING WITH COMPRESSION FITTINGS. . . SEWER AND WASTE PIPING: PROVIDE ALL DRAINS AND SEWERS WITHIN THE LEASED SPACE WITH CONNECTION TO THE LANDLORD'S . EXISTING DRAINAGE SYSTEMS ON —SITE. SANITARY DRAINAGE PIPING . ABOVE FLOOR SHALL BE HUBLESS CAST—IRON PIPE, FITTINGS AND CONNECTIONS. SANITARY DRAINAGE PIPING BELOW GRADE SHALL BE SERVICE —WEIGHT HUB AND SPIGOT TYPE CAST—IRON WITH NEOPRENE GASKET JOINTS. ALL DRAINAGE PIPING SHALL BE VENTS: PROVIDE A COMPLETE SYSTEM OF STANDARD WEIGHT CAST IRON NO —HUB VENT RISERS WHERE THE CEILING SPACE IS USED AS A RETURN AIR PLENUM OR USE DWV PLASTIC (WHERE PERMITTED BY CODE/LOCAL AUTHORITIES). WHERE THERE IS A DUCTED RETURN AIR SYSTEM, DO NOT USE DWV PLASTIC IN RETURN AIR PLENUM SPACES. THE VENT SYSTEM SHALL BE CONNECTED TO . THE EXISTING WASTE AND VENT SYSTEM. CONDENSATE AND INDIRECT DRAIN PIF'ING: TYPE M COPPER TUBING UP TO 1" ID, TYPE DWV TUBING AND FITTINGS FOR 1-1/4". AND LARGER SIZES. CLEANOUTS: PROVIDE CLEANOUTS AT THE END OF EACH HORIZONTAL RUN,. AND AT THE BASE OF ALL VERTICAL WASTE AND DRAIN PIPES. CLEANOUTS SHALL BE OF THE SAME SIZE AS THE PIPES THEY SERVE, CONFORMING TO CODE REQUIREMENTS. PROVIDE SUITABLE WALL OR FLOOR CLEANOUTS WITH ACCESSORIES. TO OBSCURE FROM VIEW. WATER DISTRIBUTION PIPING: LAYOUT WATER PIPING SO THAT THE ENTIRE SYSTEM CAN BE DRAINED. ABOVE GRADE HOT. AND COLD WATER PIPING SHALL BE 1/2" MINIMUM TYPE L .COF'PER TUBING WITH WROUGHT COPPER .. FITTINGS AND SWEAT CONNECTIONS. PROVIDE WATER HAMMER ARRESTERS AT EACH FIXTURE OR GROUP OF FIXTURES AS REQUIRED. INSTALL CHROME PLATED BRASS ESCUTCHEON PLATES AT ALL PENETRATIONS THROUGH FINISHED SURFACES (INCLUDING CABINET INTERIORS). USE TIN —ANTIMONY SOLDER, 95/5 FOR ALL SWEAT FITTINGS OF COPPER PIPING. PIPE INSULATION: RIDGE ONE-PIECE FIBERGLASS PIPE INSULATION WITH REQUIREMENTS COMPLYING WITH ASTM C 547, SELF—SEALING ADHESIVE LAP LONGITUDINAL JOINTS AND BUTT STRIF'S FOR TRANSVERSE JOINTS. JACKETING DOMESTIC COLD WATER PIPING. 1" AND SMALLER: 1/2" THICKNESS DOMESTIC COLD WATER PIPING 1-1/4" — 2": 3/4" THICKNESS PLUMBING VENT PIPING WITHIN 6 FEET OF ROOF OUTLET: 1" THICKNESS CONDENSATE PIPING: 1/2" THICKNESS . . DOMESTIC HOT WATER PIPING 2" AND SMALLER: 1" THICKNESS. HOT WATER AND WASTE PIPING BELOW HANDICAP LAVATORIES/SINKS PIPE INSULATION: FLEXIBLE, ONE PIECE, EXPANDED CLOSED —CELL ELASTOMERIC PIPE INSULATION WITH REQUIREMENTS COMPLYING WITH ASTM C 518. SELF—SEALING, WITH A MAXIMUM VAPOR TRANSMISSION RATING OF 0.20 PERM WHEN TESTED ACCORDING TO ASTM E 96: THERMAL CONDUCTIVITY (K VALVE) SHALL NOT EXCEED 0.27 BTU * IN. / HR. * FT2 * 'F AT 75•F MEAN . TEMPERATURE, AND INSULATION AND JACKET SHALL BE RATED FOR OPERATING TEMPERATURES FROM 40'F TO 180'F. PROVIDE INSULATION UNIFORMLY PITCHED, 1/4"PER FOOT. WHERE ALLOWED BY THE AUTHORITY THICKNESS AS INDICATED. HAVING JURISDICTION, PIPE SIZES 4" AND LARGER MAY BE SLOPED AT 1/8" PER FOOT IF REQURIED TO MAKE GRADE. KARREM AN +ASSOCIATES' rdhitecture DOMESTIC COLD WATER PIPING 2" AND SMALLER: 1/2" THICKNESS CONDENSATE PIPING: 1/2" THICKNESS .: DOMESTIC HOT WATER PIPING 2" AND SMALLER: 1/2" THICKNESS SHUTOFF VALVES, WITH UNIONS SHALL BE PROVIDED FOR SERVICE TO EACH PLUMBING FIXTURE, FOOD SERVICE EQUIPMENT ITEM OR OTHER EQUIPMENT ITEM, TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT. VALVES SHALL BE. EQUAL TO CRANE #9302-9322 BALL VALVE. CONSTRUCTION - TWO PIECE, BRONZE BODY, FULL PORTED, CHROME PLATED BRASS BALL. REPLACEABLE "FEFLON 'OR TIE" SEATS AND SEALS. RATING — 150 PSI WSP, 600 . PSI. WOG. CONNECTIONS — SOLDER OR : THREADED ENDS TO MATCH PIPING. STANDARDS COMPLIANCE BRONZE OR BRASS VALVES:I MSS-SP-110. ACCESS. PANELS SHALL BE PROVIDED WHERE CONCEALED CONTROL DEVICES, VALVES, ETCETERA ARE CONCEALED WITHIN WALLS. WHERE ACCESS FOR ADJUSTMENT AND MAINTENANCE IS POSSIBLE THROUGH LAY —IN 'SUSPENDED . . CEILINGS, ACCESS PANELS ARE NOT REQUIRED. INSTALLATION: THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP' PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS .HAVE BEEN MADE. PROCEED AS RAPIDLY AS CONSTRUCTION WILL PERMIT. SET FIXTURES LEVEL. AND IN PROPER ALIGNMENT. INSTALL . SUPPUES IN PROPER ALIGNMENT WITH FIXTURES. INSTALL SILICONE SEALANT BETWEEN FIXTURES •AND ADJACENT MATERIAL, FOR SANITARY. JOI , AND OMIT ESCUTCHEONS. REPAIR EXISTING PLUMBING SYSTEM COMPONENTS DAMAGED BY CONSTRUCTION OPERA11ONS AND RESTORE TO ORIGINAL CONDITIONS. TEST WATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE, FOR FOUR (4) HOURS MINIMUM. WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP IS DEFICIENT. REPLACE OR REPAIR AS REQUIRED, AND REPEAT TEST UNTIL STANDARDS ARE ACHIEVED: TEST SANITARY DRAINAGE AND VENT SYSTEM BY FILLING WITH WATER, WITH ALL POINTS IN THE . SYSTEM BEING SUBJECT TO PRESSURE OF AT LEAST 10' OF WATER. WATER LEVEL SHALL REMAIN STATIONARY FOR A PERIOD OF ONE HOUR, WITHOUT ANY PIPE OR JOINT LEAKAGE. IF TESTING INDICATES DEFICIENCIES REPLACE OR REPAIR AS REQUIRED, AND REPEAT TEST UNTIL STANDARDS ARE ACHIEVED. 4%4 REUSE OF DOCUMENTS RECEIV'ID CITV.OF TUKWEL MAR:1, 3 ' 2014 • PERMIT .CENTER THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE. PROPERTY OF HV. ENGINEERING. INC. AND IS. NOT TO BE .. USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. VERFY SCALE BAR', MEASURES ONE INCH ON ORIGINAL DRAWING 1r IF NOT ONE INCH ON . THIS DRAY,NG, ADJUST SCALES ACCORDINGLY. 231 Gowen Place NW Bainbridge Island Washington 98110. tel/fax 206:: 842..: 1253 ARCHITECT'S STAMP CONSULTANTS ammummummommiai HV Engineering, Inc. Consulting Engineers 7100 Linden Ave. N. Suite 1 dm Seattle, Washington, 98103 .wWw. hvengineering. biz W w= = < (9) car) CI) 0 I= aCI— SCALE:.1/4"=1'-0" ISSUE DATE: 7/27/07 REVISIONS: PERMIT SET GENERAL HVAC NOTES. 1 THE FOLLOWING. NOTES APPLY TO ALL MECHANICAL DRAWINGS. ADDITIONAL MECHANICAL NOTES MAY BE INDICATED ON EACH MECHANICAL DRAWING. SEE SPECIFICATIONS FOR ADDI11ONAL REQUIREMENTS. 2 REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING LOUVERS, CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC. 3 REFER TO ARCHITECTURAL DRAWING .FOR ROOM ELEVATIONS. LOCATE MECHANICAL DEVICES SUCH AS TEMPERATURE SENSORS, HUMIDISTATS, PANELS, ETC. SO THAT THEY DO NOT CONFLICT WITH . GENERAL CONSTRUCTION (WAINSCOT, DOOR HARDWARE, ETC.) NOR WITH ELECTRICAL • SYSTEM (UGHT SWITCHES, SPEAKERS, OUTLETS, ETC.). MOUNT THERMOSTATS 48" AFF UNO. 4 MECHANICAL DRAWINGS SHOW APPROXIMATE LOCATIONS FOR GRILLES AND DIFFUSERS. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF GRILLES, REGISTERS, DIFFUSERS, AND OTHER CEIUNG OR SURFACE MOUNTED DEVICES. INSTALL EQUIPMENT IN CONFORMANCE WITH ARCHITECTURAL FEATURES IN THE CENTER OF CEIUNG .TILES, .IN THE CENTER OF ROOMS, OR WHERE INDICATED ON ARCHITECTURAL DRAWINGS. WHERE EQUIPMENT IS NOT INDICATED ON ARCHITECTURAL DRAWINGS, OBTAIN DIRECTION FROM ARCHITECT PRIOR TO INSTALLATION. 5 SEE ARCH. DRAWINGS FOR EXACT SIZE AND LOCATION OF LOUVERS. COORDINATE EXACT SIZE OF ATTACHED DUCTWORK/PLENUM. AND/OR MOTORIZED DAMPERS WITH ARCH. DRAWINGS. 6 GENERALLY DUCTWORK PLANNED TO BE TIGHT TO STRUCTURE WITH PIPING BELOW DUCTWORK AND BETWEEN UGHT FIXTURES. ADJUST AS NECESSARY: 7 • COORDINATE LOCATIONS OF MECHANICAL EQUIPMENT AND • DUCTWORK TO PROVIDE CLEARANCES . EQUIPMENT MAINTENANCE.. . .OVER LIGHTING FIXTURES .FOR REMOVAL AND SERVICE. ACCESS DUE TO - .8 • ARRANGE HVAC EQUIPMENT SO . THAT ACCESS CLEARANCES INDICATED BY DRAWINGS,. REQUIRED . BY CODES AND RECOMMENDED • BY MANUFACTURER ARE PROVIDED. .PROVIDE 42" CLEAR AT DISCONNECT .SWITCH ON TERMINAL UNITS WITH..ELECTRIC HEATING COIL.: • 9.'GENERAL.CONTRACTOR TO PROVIDE ACCESS TO HEAT PUMPS AND. EXHAUST FANS .- -:.,THROUGH THROUGH ACCESS DOORS IN HARD . CEIUNGS AND WALLS.: WHERE • ACCESS DOORS PENETRATE FIRE RATED • • SYSTEMS, THEY SHALL .BE RATED IN ACCORDANCE WITH IBC REQUIREMENTS. • • .10 REFER TO ELECTRICAL • DRAWINGS FOR .ADDITIONAL ELECTRICAL CHARACTERISTICS. OF• MECHANICAL EQUIPMENT (VOLTAGES, 'ETC). .' 11 • ELECTRICAL CHARACTERISTICS OF LISTED EQUIPMENT SHALL BE VERIFIED BY CONTRACTOR DURING SUBMITTAL' PROCESS.. ANY ELECTRICAL CHARACTERISTICS THAT DEVIATE. FROM THOSE LISTED. SHALL BE IDENTIFIED BY. THE CONTRACTOR, SUBMITTED TO THE • ENGINEER FOR APPROVAL AND COORDINATED WITH DIVISION 16. PRIOR TO INSTALLATION OF EQUIPMENT AS REQUIRED TO • PROPERLY SERVE EQUIPMENT. • 12 DRAWINGS ARE SCHEMATIC IN SOME AREAS. AND MAY NOT SHOW OFFSETS WHICH MAY BE , REQUIRED. PROVIDE OFFSETS AS REQUIRED AT NO .ADDITIONAL COST., 13 REFER TO PIPING DIAGRAMS' AND DETAILS FOR REQUIRED FITTINGS, • VALVES, ETC. FLOOR PLANS AND SECTIONS INDICATE EQUIPMENT •LOCATIONS AND GENERAL PIPE ROUTING ONLY. 14 DUCTS AND PIPES INDICATED WITHOUT DIMENSIONS SHALL BE SIZED' PER PRECEDING UPSTREAM DUCT AND PIPE SECTIONS. • 15 DUCTWORK SIZES SHOWN ARE CLEAR INSIDE DIMENSION. 16 PROVIDE FABRICATED STEEL MEMBER • SUPPORTS AS REQUIRED BY MANUFACTURER'S INSTALLATION INSTRUCTIONS, AS INDICATED' ON • DRAWL INGS, OR IN SPECIFICATIONS FOR • INSTALLATION • OF EQUIPMENT.. REQUIRED STRUCTURAL MEMBERS,' BOLTS, AND 'WELDS SHALL. BE IN ACCORDANCE . WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL • 17 IF REQUIRED FOR INSTALLATION OF PIPES, DUCTS, AND EQUIPMENT, PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS, JOISTS, AND STRUCTURAL FRAME • TO MEET 'SUPPORT REACTIONS • (FORCES, MOMENTS, DEFLECTIONS). STRUCTURAL MEMBERS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. . 18 DO NOT CORE DRILL OR. DRILL THROUGH BEAMS, COLUMNS, AND SHEAR WALLS, UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. • • •• - 19 PROVIDE DUCT UNING FOR THE FOLLOWING DUCTWORK: • A. EXHAUST.DUCTWORK FROM EACH EXHAUST GRIU..E .TO A POINT 10 FT••UPSTREAM OF THE GRILLE (EXCEPT FOR KITCHEN AND SHOWER EXHAUST DUCTWORK). B. ALL AIR TRANSFER DUCTS AND CEILING RELIEF GRILLES. • . C. ALL EXHAUST DUCTWORK WITHIN 15' OF _A FAN (EXCEPT KITCHEN AND • SHOWER EXHAUST). D. ALL SUPPLY AND RETURN DUCTWORK WITHIN, 15' OF A .FAN. • • .• .• • E. ALL MIXED AIR AND EXHAUST AIR PLENNUMS. . DO . NOT LINE OUTDOOR AIR PLENUMS. R. PLENUMS UPSTREAM OF RETURN FANS: 'G. OTHER LOCATIONS WHERE NOTED ON • DRAWINGS OR SPECIFIED. ..20 'PROVIDE A VOLUME DAMPER FOR EACH SUPPLY BRANCH, RETURN BRANCH (DUCTED ONLY), & EXHAUST BRANCH WHERE THREE OR MORE OPENINGS ARE ASSOCIATED WITH THE BRANCH, AND ELSEWHERE • AS NOTED ON DRAWINGS .OR IN. SPECIFICATIONS. • 21 PROVIDE CONICAL SPIN -IN FITTINGS FOR ALL 90 DEGREE ROUND DUCT BRANCHES FROM RECTANGULAR SUPPLY DUCTWORK. DO NOT USE STRAIGHT TEE FITTINGS. .•22 DUCTWORK STAT1C PRESSURE AND SEAL CLASS, BASED UPON SMACNA: 23 SEAL DUCTWORK PER •.TITLE 24. 24 BALANCE HVAC SYSTEM •PER TITLE 24 AND PER SPECIFICATIONS. . 25 COMMISSION HVAC SYSTEM • PER TITLE 24. .26 PROVIDE COMPLETION/RECORD DRAWINGS .PER TITLE 24.. 27 INSULATE DUCTWORK PER . TITLE 24. 28 INSULATE PIPING PER TITLE 24. • 29 PATCH ALL FLOOR, .- WALL, CEIUNG AND ROOF OPENINGS CREATED/CAUSED BY THE DEMOLITION OF EXISTING DUCTS, PIPES, FIXTURES, ETC. IN ACCORDANCE WITH DIVISION. 1 SPECIFICATIONS. • 30 COORDINATE DEMOLITION WORK WITH •ARCHITECTURAL DEMOLITION DRAWINGS. 31 COORDINATE ALL MECHANICAL . WORK WITH ARCHITECTURAL PHASING. DRAWINGS. • • 32 PATCH ALL FLOOR, WALL, •CEIUNG AND ROOF OPENINGS. CREATED/CAUSED BY THE DEMOLITION • OF EXISTING DUCTS, PIPES, FIXTURES, ETC IN .ACCORDANCE WITH. DIVISION 1 OF TH.E SPECIFICATIONS 2004 NREC PARAGRAPH NO. 1412 • HVAC CONTROLS ABBREVIATIONS AC AD AFC AFF AFG AHU AL BDD BFC BHP BOD BTU BTUH CFM CO CV Cw CRD AIR CONDITIONING ACCESS DOOR ABOVE FINISHED CEIUNG ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT ALUMINUM BACK DRAFT DAMPER BELOW FINISHED CEILING BRAKE HORSE POWER BACKWARD INCUNED BOTTOM OF DUCT BRITISH THERMAL UNIT BRITSH THERMAL. UNIT PER HOUR CUBIC FEET PER MINUTE CLEAN OUT . CONSTANT VOLUME COLD WATER - CEIUNG RADIATION .DAMPER DIA DIAMETER DIM DIMENSION DMPR. • DAMPER. DN DOWN DP DIFFERENTIAL PRESSURE DWG DRAWING EX EXISTING EAT..: • ENTERING AIR TEMPERATURE EF • EXHAUST FAN EFF EFFICIENT, EFFICIENCY . EG EXHAUST GRILLE ELEC ELECTRICAL FH FD M FSK FARENHEIT FIRE DAMPER FLOOR FEET PER MINUTE FOIL SKRIM KRAFT LINED DUCT (SPUNSTRAND) FEET, FOOT GAS GR GRILLE. HP HORSE. POWER HR HOUR HTG • • HEATING HVAC • HEATING, VENTILATION AND AIR CONDITIONING HW HOT WATER ID IN INFO INSUL INSIDE DIMENSION ... INCH, INCHES INFORMATION INSULATE, INSULATION JAN JANITOR KW KILOWATT KWH • KILOWATT HOUR LAT LF LVG MA MBH MAT MAX MECH MFG MED MIN MISC N NA NTS OSA OAT OD OPP Ov PD PERF PF PH QTY RA REQD RET RG RPM SA SCHED SD SF SFD S.1.0. SHT SP SPEC SR SS STAT NORTH NOT APPLICABLE NOT TO SCALE OUTSIDE AIR OUTSIDE AIR TEMPERATURE OUTSIDE DIMENSION OPPOSITE OUTLET VELOCITY PRESSURE DROP PERFORATED PRE FILTER PHASE QUANTITY RETURN AIR REQUIRED RETURN RETURN GRILLE REVOLUTIONS PER MINUTE SUPPLY AIR SCHEDULE SMOKE DETECTOR' SUPPLY FAN SMOKE/FIRE DAMPER SUPPUED AND INSTALLED BY OWNER/ (OTHER) SHEET STATIC PRESSURE SPECIFICATION SUPPLY REGISTER STAINLESS STEEL THERMOSTAT TEMP TEMPERATURE ID TEMPERATURE DIFFERENTIAL TEMP TEMPORARY THRU : THROUGH TSTAT THERMOSTAT TYP TYPICAL UL UV UMC UP UBC V VAC VDC VD VAC VAV VEL VOL W/ w/o w wr WT UNDERWRITER'S LABORATORY UNIT VENTILATOR UNIFORM MECHANICAL CODE UNIFORM PLUMBING CODE UNIFORM BUILDING CODE VOLT VOLTS AC VOLTS DC VOLUME DAMPER VACCUM VARIABLE AIR VOLUME VELOCITY VOLUME WITH WITHOUT WET BULB WATER CLOSET WATER TANK WEIGHT FAN SCHEDULE EQUIPMENT NUMBER EF--1 SERVICE FAN LOCATION ROOF MAKE MODEL GREENHECK G-121-A FAN TYPE CLASS ROOF EXHAUST BLADE TYPE 1 FC DISCHARGE COATING DINT TYPE FLOW CONTROL SERVICE CONDITIONS CAPACITY-CFM EXTERNAL STATIC PRESSURE SPEED -RPM DN NA DIRECT '(ES INLET TEMP -DEG F ALTITUDE -FT WEIGHT CONTROLLED NOISE REQUIREMENTS (MAXIMUM) - DBA I SONES MOTOR ENCLOSURE TYPE HORSEPOWER 1.223 0.75 1,725 - 70 SEA LEVEL DIV. 16 MS 13.4 1/4 SPEED -RPM 1725 ELE TYPCAL I VOLTS -PHASE -HERTZ REMARKS. 115/1/60 LEAVING AIR TEMPERATURE UNEAL FEET. LEAVING MIXED AIR THOUSAND BRITISH THERMAL UNITS PER HOUR MIXED AIR TEMPERATURE MAXIMUM MECHANICAL MANUFACTURER MEDIUM MINIMUM, MINUTE MISCELLANEOUS WASHINGTON STATE NREC COMPLIANCE REQUIREMENTS NREC REQUIREMENT 1412.1 PROVIDE TEMPERATURE CONTROL FOR EACH ZONE 1412.4 PROVIDE NIGHT SETBACK CONTROLS FOR ALL HVAC SYSTEMS NOT HAVING CONTINUOUS. OPERATION. 1412.4.1 PROVIDE AUTOMATIC DAMPERS FOR INTAKES/OUTLETS SERVING CONDITIONED SPACES PROVIDE MEANS OF BALANCING AIR SUPPLY OUTLETS OR AIR WATER TERMINAL DEVICES 1422 • PROVIDE CONTROLS INTERLOCKS TO PREVENT SIMULTANEOUS HEATING AND COOUNG 1423 PROVIDE 100% OUTSIDE AIR ECONOMIZERS ONUNITS >20MBH LOCATED OUTSIDE OR IN MECH ROOM ADJ. TO OUTSIDE THAT SERVE COMPUTER, ELECTRONIC. RADIO AND TELEPHONE EQUIP. ROOMS 1414 • DUCTING SYSTEMS 1414.1 1414.2 DUCTWORK SHALL BE SEALED PER THIS PARAGRAPH AND STANDARD RS-18 DUCTWORK SHALL BE INSULATED PER THIS PARAGRAPH AND TABLE 14-5 1415.1 , PIPING SHALL. BE INSULATED PER TABLE 14-6 1416 • COMPLETION REQUIREMENTS 1416.1 • PROVIDE RECORD DRAWINGS AT COMPLETION OF CONSTRUCTION 1416.2 1416.3.2 PROVIDE O&M MANUALS AT COMPLETION OF CONSTRUCTION ALL AIR SYSTEMS SHALL BE BALANCED 7/6/2007 DRAWING SYMBOLS NORTH NORTH ARROW SECTION IDENTIFICATION SHEET IDENTIFICATION COLUMN GRID SYMBOLS GENERAL MECHANICAL NOTES NUMBER IDENTIFICATION FLAG MECHANICAL NOTES NUMBER IDENTIFICATION SHEET INDEX SHEET NO. 11TLE MO.1 M0.2: M2.O. M2.1 M2.2 M3.0 M4.0 SYMBOLS, LEGEND, ABBREVIATIONS & NOTES SCHEDULES FLOOR PLAN HVAC. MEZZANINE. PLAN - HVAC ROOF PLAN - HVAC DETAILS SECTIONS RTU SCHEDULE EQUAL MEN` -NUMBER AREA SERVED TYPE RTU-1 MASSAGE / FACIAL RTU-2 RETAIL / HALL RTU-3 MANICURE / WORKROOM MAKE MODEL YORK YORK YORK DESCRIPTION WEIGHT LBS 3 TON 3 TON 3 TON SERVICE CONDITIONS COOLING SEER/EER HEATING COP ELECTRICAL V HZ/PH MCA MOCP S UNITS TO BE INSTALLED .UNDER SHELL CONTRACT 7/17/2007, ADDITIONAL REQUIREMENTS REFER TO MECHANICAL FLOOR PLANS. REFER TO DIVISION 15 SPECIFICATIONS, SEQUENCES OF OPERATION AND .CONTROL SCHEDULE PROVIDE BACKDRAFT DAMPERS OR MOTORIZED DAMPERS AS SHOWN ON PLANS. REFER TO GENERAL NOTES ON MO.1 AND PLAN DRAWINGS REFER TO EQUIPMENT SEQUENCE OF OPERATION AND DIVISION 15 SPECIFICATIONS REFER TO EQUIPMENT SCHEDULE, SEQUENCE OF OPERATION AND DIVISION 15 SPECIFICATIONS REFER TO NOTES ON. DRAWING MO.1 AND DIVISION 15 SPECIFICATIONS REFER TO NOTES ON DRAWING M0.1 AND DIVISION 15 SPECIFICATIONS REFER TO NOTES ON DRAWING MO.1 AND DIVISION 15 SPECIFICATIONS REFER TO NOTES ON DRAWING MO.1 AND DIVISION 15 SPECIFICATIONS REFER TO NOTES ON DRAWING MO.1 AND DIVISION 15 SPECIFICATIONS REFER TO NOTES ON DRAWING MO.1 AND DIVISION 15 SPECIFICATIONS RECEIVED CITY OF TUKWILA MAR 13 2014 PERMIT CENTER 1416.3.3 • ALL HYDRONIC SYSTEMS SHALL. BE BALANCED 1416.4 PROVIDE COMMISSIONING ON ALL MECHANICAL SYSTEMS PER THIS SECTION 1440 SERVICE WATER HEATING 1441 • PROVIDE R10 MOUNTING SURFACE FOR ELECTRIC WATER HEATERS 1442 • PROVIDE 11MECLOCK START/STOP CONTROL OF HOT WATER CIRCULATING PUMP 1443 DOMESTIC HOT . WATER. PIPING SHALL BE INSULATED , PER TABLE 14-6 REFER TO NOTES ON DRAWING MO.1 AND DIVISION 15 SPECIFICATIONS REFER TO NOTES ON DRAWING MO.1 AND DIVISION 15 SPECIFICATIONS FORA REFER TO DETAIL ON DRAWING P0.2 APp PROVIDE AQUASTAT TIMER FOR CIRCULATING PUMP REFER TO MECHANICAL INSULATION SPECIFICATION SECTION 15250 COMPLEX SYSTEMS CHECKUST 1434 - 1ZONES WITH SPECIAL REQUIREMENTS SHALL HAVE SUPPLEMENTARY CONTROLS OR SEPARATE SYSTEMS IREFER TO MECHANICAL FLOOR PLANS K A R REM AN MECHANICAL • LEGEND SYMBOL DESCRIPTION R ' /r/if%i EXISTING WORK OR BACKGROUND INFORMATION (UGHT LINE NEW WORK _ (HEAVY UNE) RELOCATE EXISTING EQUIPMENT ITEM OR DEVICE INDICATED EXISTING EQUIPMENT OR DUCTWORK TO BE. SELECTIVELY DEMOLISHED TYPICAL EQUIPMENT DESIGNATION (EXHAUST. FAN SHOWN) CARBON MONOXIDE (CO) SENSOR CO2 SENSOR OCCUPANCY (CO2? SENSOR ROOM THERMOSTAT (T) DUCT (1ST FIGURE = SIDE SHOWN, 2ND FIGURE = SIDE NOT SHOW N) FLEXIBLE CONNECTION 1 Del N r� j Its AP BDD 0 IIIIIIIML SFD CRD► FD•SD• MIN uF DOCulatNIS RG=T 2412 350 45' TAKE -OFF 90' R H CTANGULAR TAKE-0FF WIT FLEXIBLE DUCT T RNiNG�UP DWIORTOWARD TURNING, DUWN COTi AWAY RAG OUR Efi 0 ARDS DUCT IM LNGiligHtrAl'Atl Y DUCT NDING D�J�T TURNOR TOWARD RNINGDDE N OR AWAY b1 i oNis&(RiawDROP (D) IN AC55 PANEL(() ROUND DUCT OR PHASE INDICATOR BACKDRAFT DAMPER MOTORIZED DAMPER COMBINATION SMOKE/FIRE DAMPER CEIUNG DIFFUSER OR GRILLE RADIATION DAMPER FIRE DAMPER (FD) SMOKE .DAMPER (SD) 90' ELBOW, R/W OR R/D = 1.5 WITH NRNINRGTANESOW: 90' CONICAL SPIN -IN ANT ITt0�1TOR RE U IF,u41� WYE FITTING 90' DIVERGING RECTANGULAR TEE EITHER RADIUS OR TURNING VANES OILING DIFFUSER, TYPE 1 8 0 N QK BALANCE TO 350 CFM FLOW ARROWS SHOWN ONLY IF AIR FLOW. IS NOT SYMMETRICAL RETURN GRILLE, TYPE 1 EXHAUST GRILL, TYPE 1 24x12 NECK BALANCE TO 350 CFM TYPICAL OF 2 CONDENSATE PIPING VERFY SCALE 'THIS DOCUMENT. AND 11.1E IDEAS AND DESIGNS INCORPORNIED HEREIN, AS AN INS1RUMENT OF PROFESSIONAL SERVICE, IS 1HE PROPERTY OF NV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT VA1HOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT. HV ENGINEERING, INC. BAR MEASURES ONE INCH ON ORIGINAL DRAWING semmismaz 1" IF NOT ONE INCH ur, THIS DRAWING. ADJUST SCALES 231 Gowen Place NW Bainbridge Island Washington 98110 tel / fax ARCHITECT'S STAMP CONSULTANTS: sommummonsourm HV Engineering, Inc. ----- Consulting Engineers 480 7100 Linden Ave. N. Suite 1 dim Seattle, Washingtaa, 90103 GO Phone: (206) 708-9669 LU CC CC D EL CC Er D < T"'" CL 0 u..1 Z LTC CO SYMBOLS, & SCHEDULES ISSUE DATE: 7/27/07 PERMIT SET MECHANICAL SPECIFICATIONS PROVIDE EQUIPMENT INDICATED ON THE DRAWINGS, AND AS REQUIRED FOR A COMPLETE FUNCTIONING SYSTEM. DEFINfONS: FURNISH MEANS TO SUPPLY AND DELIVER TO PROJECT SITE, READY FOR INSTALLATION. INSTAL. MEANS TO PLACE IN POSmON AND MAKE CONNECTIONS FOR SERVICE OR USE. PROVIDE MEANS TO FURNISH. AND INSTALL, COMPLETE AND READY FOR INTENDED USE. WARRANTY: PROVIDE LABOR AND MATERIALS. TO REPAIR OR REPLACE DEFECTIVE PARTS AND MATERIALS AS REQUIRED FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION OR OWNER ACCEPTANCE OF THE COMPLETED PROJECT. PROVIDE A SEPARATE UNE ITEM DEDUCT AMOUNT ON THE PROPOSAL FORM TO DELETE WARRANTY SERVICE. AT: THE OWNER'S OPTION. COORDINATION: COORDINATE WITH THE WORK OF OTHER TRADES, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER, AND WITH THE CONSTRAINTS OF THE EXISTING CONDmONS OF THE PROJECT smE. DUCT DIMENSIONS: UNLESS OTHERWISE NOTED, DUCT DIMENSIONS ON THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS. SHEETMETAL DUCTWORK: PROVIDE SHEETMETAL DUCTWORK FABRICATED AND INSTALLED IN ACCORDANCE Wmi ASHRAE AND SMACNA STANDARDS, FOR 1" W.G. PRESSURE CLASS,. SEAL CLASS "A". SHEETMETAL SHALL BE: GALVANIZED SHEET STEEL OF LOCK FORMING QUALITY, WITH G90. ZINC COATING. SHEET STEEL SHALL COMPLY WITH ASTM A653 STANDARD SPECIFICATION FOR STEEL SHEETMETAL, ZINC COATED (GALVANIZED) OR ZINC -IRON ALLOY -COATED ,(GALVANNEALED) BY THE HOT DIP PROCESS,. AND A924 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR SHEET. METALUC-COATED BY THE HOT DIP PROCESS. ALL ANGLE IRON USED FOR SUPPORT SHALL BE GALVANIZED. CONNECTIONS TO WALLS OR . . FLOOR SHALL BE AIR. TIGHT WITH ANGLE IRON AND CAULKING. SEAL ALL DUCT SEAMS, TRANSVERSE AND LONGITUDINAL; AIR TIGHT. PROVIDE TURNING VANES', AT ALL 90' ELBOWS. TRAPEZE DUCT HANGERS: PROVIDE MINIMUM 1" X 2" X 1" X 18 GAUGE CHANNELS WITH MINIMUM *1" X '111 GAUGE .STRAPS TO STRUCTURAL SUPPORT. ROUND SHEETMETAL DUCT PROVIDE SPIRAL SEAM (ALL SIZES) OR SNAP LOCK (DUCT SIZES UP TO. 101GALVANIZED STEEL COMPLYING . WITH SMACNA STANDARDS. SPIRAL SEAM DUCTWORK SHALL HAVE. SMACNA SEAM TYPE RL-1. FLEXIBLE DUCT: PROVIDE FACTORY ASSEMBLED CLASS 1 AIR DUCT (UL 181) WITH 1":'THICK 1 PCF FIBERGLASS :INSULATION AND REINFORCED OUTER PROTECTIVE.. COVER/VAPOR BARRIER. FLEXIBLE DUCT SHALL MEET NFPA 90A WITH FLAME SPREAD UNDER 25, SMOKE DEVELOPED UNDER.. 50, AND SHALL BE RATED FOR MINIMUM 2" W.G. PRESSURE AND 0 TO. 250°F . TEMPERATURE. PROVIDE SCREW -OPERATED METAL ADJUSTABLE :. '. . CLAMPING DEVICES. USE TWIST -LOCK TAP COLLARS AT CONNECTIONS INTO SHEETMETAL DUCTWORK. MAXIMUM EXTENDED LENGTH OF FLEXIBLE DUCT SHALL NOT EXCEED 6.FEET. EXPOSED DUCTWORK: EXPOSED DUCTWORK SHALL BE CLEANED OF DEBRIS. AND OIL, THEN WIPED DOWN WITH VINEGAROR OTHER SURFACE PREPARING CHEMICAL TO PREPARE DUCT FOR PAINT. - DUCT SEALANT: PROVIDE POLYMERIC RUBBER TYPE SEALANT FOR USE ON BOTH INTERIOR LOCATED DUCTWORK AND DUCTWORK EXPOSED TO OUTDOOR CONDITIONS. SEALER. SHALL HAVE HIGH BONDING STRENGTH FOR SURE, FIRST TIME SEAUNG OF .JOINTS IN LOW, MEDIUM, AND .HIGH PRESSURE DUCT SYSTEMS. SEALER SMALL BE HIGH IN SOLID .CONTENT. PROVIDE A TWO PART : TAPE SEALING SYSTEM, CONSISTING OF WOVEN FIBER TAPE IMPREGNATED WITH A GYPSUM MINERAL COMPOUND, AND A MODIFIED ACRYLIC/SIUCONE ACTIVATOR THAT REACTS EXOTHERMICALLY WITH THE TAPE. TWO PART TAPE SEAUNG SYSTEM. MUST BE RATED FOR BOTH INDOOR AND OUTDOOR APPLICATION. TAPE SHALL NOT .CONTAIN ASBESTOS. DUCT INSULATION .(ALL UNEXPOSED ROUND SUPPLY DUCT AND ROUND RETURN DUCT ABOVE CEILING): PROVIDE MINIMUM 1-1/2" THICK BLANKET TYPE FIBERGLASS INSULATION COMPLYING WITH ASTM C-553, TYPE II, WITH FACTORY APPLIED KRAFT BONDED TO ALUMINUM FOIL, REINFORCED WITH FIBERGLASS VAPOR BARRIER/JACKET JACKET SHALL CONFORM TO ASTM C-1136, TYPE II. DUCT LINER (ALL RECTANGULAR SUPPLY AND RETURN DUCT WITHIN 15' OF FANS):. PROVIDE MINIMUM 1" THICK, 3 PCF DENSITY, NEOPRENE COATED, . LONG TEXTILE FIBER TYPE DUCT UNER, .WITH COATING. ON THE AIR STREAM SIDE CONFORMING TO NFPA 90A. DUCT UNER ADHESIVE. SHALL BE AS RECOMMENDED BY DUCT UNER MANUFACTURER, AND. SHALL COMPLY WITH ASTM C-916. DUCT UNER FASTENERS SHALL COMPLY WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS", LATEST EDmoN. ROUND VOLUME DAMPERS; PROVIDE MINIMUM 20 GAUGE GALVANIZED STEEL FRAME AND BLADES, MINIMUM 3/8" SQUARE STEEL AXLE, MOLDED SYNTHETIC BEARINGS, WITH LOCKING POSITION REGULATOR. REGULATOR SHALL BE POSITIONED WITH SHEETMETAL BRACKET BEYOND DUCT COVERING. WHERE POSmONING REGULATOR IS NOT ACCESSIBLE, PROVIDE COUPUNG AND. EXTENSION . ROD WITH. REGULATOR FOR CEILING OR WALL INSTALLATION, AS REQUIRED. . RECTANGULAR VOLUME DAMPERS: PROVIDE MINIMUM 16 GAUGE GALVANIZED STEEL CHANNEL FRAME, 16 GAUGE GALVANIZED STEEL BLADES. MINIMUM " HEXAGONAL AXLE, BOLDED SYNTHETIC BEARINGS, WITH 3 8" SQUARE PLATED. STEEL CONTROL SHAFT. UNKAGES SHALL BE CONCEALED IN THE FRAME. OPERATING SHAFT SHALL EXTEND BEYOND FRAME AND DUCT TO A LOCKING QUADRANT WITH ADJUSTABLE LEVER. 'MAXIMUM BLADE WIDTH SHALL NOT EXCEED 6". DUCT TURNING VANES: PROVIDE FABRICATED TURNING VANES AND VANE RUNNERS, CONSTRUCTED IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS". PROVIDE TURNING VANES CONSTRUCTED OF CURVED BLADES, SUPPORTED WITH BARS PERPENDICULAR TO BLADES, AND SET INTO SIDE STRIPS SUITABLE FOR MOUNTING IN DUCTWORK.: FOLLOW SMACNA GUIDELINES FOR SPACING SUPPORT, AND CONSTRUCTION. ALL BLADES. SHALL BE DOUBLE THICKNESS AIRFOIL TYPE. FLEXIBLE DUCT CONNECTORS: PROVIDE U.L. LABELED 30 OUNCE NEOPRENE COATED FIBERGLASS FABRIC DUCT CONNECTORS AT DUCT CONNECTIONS TO ALL VIBRATING. EQUIPMENT. DUCT ACCESS DOORS: PROVIDE HINGED ACCESS DOORS. IN DUCTWORK WHERE REQUIRED FOR ACCESS TO EQUIPMENT. PROVIDE INSULATED ACCESS DOORS FOR INSULATED DUCTWORK. CONST.RUCT OF SAME OR THICKER GAUGE SHEETMETAL AS DUCT IN WHICH IT IS INSTALLED. PROVIDE FLUSH FRAMES FOR UNINSULATED DUCTS, AND EXTENDED 'FRAMES FOR EXTERNALLY INSULATED. DUCTS. PROVIDE CONTINUOUS HINGE ON ONE SIDE, WITH ONE HANDLE -TYPE LATCH FOR ACCESS DOORS 12" HIGH AND. SMALLER, AND TWO HANDLE -TYPE LATCHES FOR LARGER ACCESS DOORS.. . TESTING AND BALANCING: TEST AND ADJUST ALL MECHANICAL SYSTEMS AND EQUIPMENT TO ASSURE PROPER BALANCE AND OPERATION. PERFORM TESTS IN ACCORDANCE WITH THE MOST CURRENT NEBB OR AABC, AND ASHRAE' STANDARDS. ELIMINATE OBJECTIONABLE NOISE AND VIBRATION, AND ASSURE PROPER FUNCTION OF CONTROLS. BALANCING CONTRACTOR SHALL BE AN INDEPENDENT CERTIFIED TEST AND BALANCE CONTRACTOR, WITH NEBB OR AABC CERTIFICATION. SUBMIT COMPLETED AND CERTIFIED TEST AND BALANCE REPORT TO OWNER'S REPRESENTATIVE. BALANCE ALL SYSTEMS TO WITHIN 5% OF AIR FLOWS INDICATED ON THE DRAWINGS, AND. REPORT ALL DISCREPANCIES TO HVAC INSTALLER FOR CORRECTION. MARK FINAL BALANCE POSmONS ON DAMPERS WITH PERMANENT MARKER. GRILLE, REGISTER AND DIFFUSER SCHEDULE MARK CD-1 MAKE/MODEL TITUS MCD DESCRIPTION CEILING MOUNTED MODULAR CORE SUPPLY DIFFUSER NOTES EG-1 EG-=2 TG-1 TITUS 50F TITUS 350RL T1TUS 50F. EGGCRATE EXHAUST GRILLE 35 DEGREE, 3/4" SPACING, FIXED BLADE EXHAUST GRILLE 1/2" EGGCRATE TRANSFER GRILLE RG-1 TITUS 50F 1/2" EGGCRATE RETURN GRILLE SG-1 TITUS 300RL SUPPLY GRILLE, 3/4" SPACING, DOUBLE DEFLECTION ADJUSTABLE BLADES NOTE: REFER TO ARCHITECTURAL PLANS FOR CEILING FINISH REQUIREMENTS - I.E. T-BAR VS. GWB, PAINT COLOR, ETC. 6/26/2007'.. HVAC SYSTEM CONTROLS AND SEQUENCE OF OPERATION GENERAL: SEQUENCES OF OPERATION SHALL IN GENERAL BE ACCOMPLISHED USING EXISTING MANUFACTURER'S STANDARD CONTROLS AND PROGRAMMABLE, THERMOSTATS AS REQUIRED TO PROVIDE THE SEQUENCES DESCRIBED HEREIN. PROVIDE NEW EF-1 INTERLOCK INTERFACE AS REQURIED. RTU SEQUENCE OF OPERATION RTU'S SHALL HAVE OCCUPIED AND UNOCCUPIED HOURS OF OPERATION AS DETERMINED BY EXISTING PROGRAMMABLE T-STATS. DURING OCCUPIED HOURS, UNIT SUPPLY FAN SHALL OPERATE CONTINUOUSLY AND MOTORIZED OUTSIDE AIR DAMPER SHALL BE OPEN AS REQUIRED TO PROVIDED. THE MINIMUM SCHEDULED OUTSIDE AIR. UNIT SHALL RESPOND TO THE PROGRAMMABLE. T STAT TO ENERGIZE R11.1 IN HEATING MODE, PASS THROUGH A DEAD BAND AND THEN ENERGIZE RTU IN COOLING MODE AS REQUIRED TO SATTSIFY THE SPACE TEMPEATURE SETPOINT. DURING UNOCCUPIED HOURS, THE RTU SHALL CYCLE IT'S FAN AND BURNER AS REQUIRED TO SATISFY THE SETBACK SPACE TEMPERATURE, OSA DAMPER SHALL BE CLOSED. EACH RTU SHALL BE FITTED WITH A FACTOR DRY BULB BASED AIRSIDE ECONOMIZER WITH BAROMETRIC RELIEF DAMPER. EXHAUST FAN SEQUENCE OF OPERATION EF-1 SHALL BE ENERGIZED BY DIVISION 16 MOTOR STARTER AND INTERLOCKED : TO OPERATE DURING OCCUPIED HOURS OF EITHER RTU-1 OR RTU-2. NYE - AIR BALANCE CALCULATIONS PROJECT INSPA - SOUTHCENTER SQUARE SUBJECT: AIR BALANCE CALCULATION SYSTEM: RIU-1,2,3 FIG'D BY: TGH DATE: 7/20/2007 CK'D BY: IVO UPDATED: JOB NUMBER: 2007-063. BMW SENS/PERSON: • 250 COOUNG LOAD AIR QUANTITES BASED UPON A SUPPLY AIR TEMPERATURE OF: • 55 ROOM NO. 102 MASSAGE ROOM NAME HVAC EXH. SYSTEM EF1 HVAC SUPPLY SYSTEM RIU--1 ROOM DIMENSIONS (FIT) (FT) H (FT) 10.0 AREA (SQ. FT.) 96 VOLUME (CU. FT.). 960 ACTUAL AIR CH (ACH) 9.4 ACTUAL CODE REQUIREMENTS AIRFLOWS AIR FLOW MIN SA Min OA MIN COOLING HEATING 103 104 107 108 MASSAGE MASSAGE HAIR & FACIAL HAIR .& FACIAL EF-1 RTU-1 EF-1 EF-1 RTU-1 RTU-1 10.0 0.0 0.0 96 96 96 960 960 960 9.4 9.4 9.4 (CFM/SF) (CFM/SF) 1.56 1.56 EF-1 RTU-1 0.0 96 960 9.4 1.56 1.56 1.56 (OFM/sF) 0.40 0.40 0.40 0.40 0.40 (CFM) 38 38 38 38 ROOM T (F) 75 75 75 75 T-STAT • 100% EA : REQUIRE CFM TO .. SA • RA • EA PRESS. ROOM. T (F) REQUIRED? REQUIRED 70 NO 70 70. 70 NO NO NO PRESSURE MEET COOL (CFM) (CFM) (CFM). NEUTRAL 36 150 80 70 NEUTRAL 36 150 80 70 38 75 70 NO NEUTRAL NEUTRAL NEUTRAL 36 150 80 70 82 150 80 70 82 150 80 • 70 AIR (CFM) REMARKS 0 0 0 0 INTERNAL LOADS ENVELOPE PEOPLE QTY PEOPLE EQUIP . UGHTS SKIN COOL SENS (BMW) (BTUH) (BTUH) 500 273 TOTAL COOLING LOAD (BTUH) 2 2 0 2 500 500 500 500 273 273 500 777 500 777 773 ENVELOPE HEATING LOAD (BTUH) 773 773 1,777 109 110 HAIR & FACIAL HAIR & FACIAL 111 HAIR & FACIAL EF-1 EF-1 EF-1 RTU-1 RTU--1 RTU-1 0.0 0.0 0.0 96 96 96 960 960 960 9.4 9.4 9.4 1:56 1.56 1.56 0.40 0.40 0,40 38 38 75 75 75 70 70 70 NO NO NO NEUTRAL 82 150 80 70 NEUTRAL 82 • 150 • 80 • 70 NEUTRAL 82 150 80 70 0 0 0 2 2 500 500 500 500 777 500 777 500 777 • 1,777 1.777 768 SUBTOTAL 1,200 640 560 Set OSA 560 % OSA 47% 1,777 1,777 4706 100 105 101 RECEPTION HALLWAY RETAIL RTU -2 RTU-2 RTU-2 0.0 10.0 10.0 210 204 210 624 2,100 2.040 2,100 14.3 4.4 14.3 2.38 0.74 2.38 0.40 0.15 0.25 84 31 53 75 75 75 70 70 70 NO NO NEUTRAL •707 500 450 NEUTRAL 9 150 150 50 0 0 750 683 1841 12000 196 NO NEUTRAL •664 • 500 450 SUBTOTAL • 1,150 1,050 50 100 Set OSA 100 % OSA 9% 500 1841 3879 1200D 15,274 196 5.000 14,341 5,000 105,6 112 HALLWAY, CLOSET WORKROOM RTU-3 10.0 280 2,800 8.6 1.43 0.15 42 75 70 NO NEUTRAL 206 : •. 400 597 113 MANICUREPEDICURE EF1 RTU-3 RTU--3 0.0 10.0 225 280 2,250 2,800 8.0 10.7 1.33 1.79 0.25 0.40 56 112 75 75 70 70 NO NO NEUTRAL 133 . 300 300 0 NEUTRAL 411 500 0' 300 0 200 1 8 250 2,000 614 3035 3850 2000 :3850 114 NAIL DRYING RTU-3 10.0 90 900 0.00 0.40 36 75 70 NO NEUTRAL • :82 O 0 0 0 1 250 1000 512 4,447 2.864 8.885 115, 116 RESTROOMS RTU -3 10.0 100 1.000 12.0 2.00 0.15 15 75 70 YES NEGATIVE • . 18 O 200 -200 392 1.762 5,000 5,000 5,000 : 975 SUBTOTAL 1.200 700 500 0 5149 392 Set OSA 500 % OSA 42% EQUIPMENT, RTU-1, EQUIPMENT, RTU-2, EQUIPMENT, RTU-3, TOTAL CFM TOTAL OSA CFM 3 TON, 1200 CFM 3 TON, 1200 CFM 3 TON, 1200 CFM 3600 1,160 GRAND TOTAL 3,550 2,390 1.060 • 100 TOTAL OSA: 1,160 % OSA: 33% TUKWILA, WA TOTAL 59366 25000 OSA HEATING LOAD BTUH APPROXIMATE TOTAL HEATING BTUH 60,134 85,134 KARREM AN +ASSOCIATES 4rchitecture RECEIVED CITY OFT'UKWI .A MAR 13 2014 PERMIT CENTER, THI DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED -HFEEIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING. INC. AND IS NOT TO BE. USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. VERIFY SCALE BAR MEASURES ONE INCH ON ORIGINAL DRAWING 0"imumiommwmaino 1" IF NOT ONE INCH ON THIS DRAWING, ADJUST SCALES ACCORDINGLY. 231 Gowen Place NW Bainbridge Island Washington 98110 tel / fax 206: 842 1253 e-mail frank@karrem an.'com ARCHITECT'S STAMP CONSULTANTS: HV Engineering, Inc. Consulting Engineers ®: 7100 : Linden Ave. N. Suite 1 ink Seattle, Waehington, 98103 www. hvengineering. b1z411) . . Phone: (208) 708-9060.•.` Fax: :. (208) 706-1830 W CC <Q 0 cc CC I- LLJ z W W Q U 1- �Org. DCr) rZ • F- c op 1111111...1111111 CO ... CO a SPECICIFICATIONS AND NOTES SCALE: 1/4" =1'-0" ISSUE DATE: 7/27/07 REVISIONS: PERMIT SET • SHEET FLAG NOTES -- IONIZING TYPE, DUCT MOUNTEC DETECTOR. PROVIDE 12X16 S( • DUCT DROP TO WITHIN 12" OF AID ACCESS TO DETECTOR ANI ACCESS DOOR AT CEILING BEL RG-1 2414- SG-1 =I•Bx5- -- -250- 12"0 I'RG-1 • tec . 1 RE TI€CIll i12x12 PLENUM SCREWED TO DIFFUSER NECK SOUND LINED PLENUM CONNECTION SIZE --22 GAUGE GALVANIZED STEEL PERFORATED PLATE WITH :63 PERCENT. FREE AREA ACROSS PLENUM. TOP OF PLATE AT CENTERLINE OF INLET MIN 6" 4". SCREW PLENUM TO DIFFUSER NECK— . CEILING ---.. IFFUSE INLET LET SIZE, SAME• SIZE AS DIFFUSER NECK SIZE (IE 8x8=8" 0) NOTE: CEILING DIFFUSER SET DIFFUSER FOR FOUR—WAY HORIZONTAL FLOW UNLESS AIR FLOW INDICATED ON DRAWINGS TYPICAL CEILING DIFFUSER DETAIL M i . 0 NOT TO SCALE EG-2 12x18 �._ ..:.. ...__-_- 77:10"0-7- EXPANSION BOLT INSERT & BOLT - HANGER STRAP :LOW PRESSURE DUCT FLEX DUCT, SAME SIZE E AS DIFFUSER INLET 5' MINIMUM LENGTH, 6'. MAX. CLAMP (TYP) SUPPLY DUCT SPINLIN...FITTING.: WITH • VOLUME" DAMPER HARD ROUND DUCT AS REQUIRED TO LIMIT FLEX DUCT LENGTH TO MAX 8'-0" - - --.DUCT SIZE . HANGER SIZE MAX. SPACING UP THRU 2 SQ.FT. 1" x 1/16" 8'—O" 2 THRU 4 SQ.FT. 1" x 1/8" 8►-0" 4 THRU 10 SQ.FT. 1" x 1/8" 6'-0" OVER 10 SQ.FT. 1" x 1/8" 4'-0" NOT TO SCALE KARREM AN +ASSOCIATES. rchitec.t.u.re UNISTRUT HANGER THREADED ROD EXPOSED SPIRAL DUCT. REF TO PLAN SWAY BRACING PER SMACNA FOR DUCTS OVER 48"W, TURN UNDER BOTTOM OF DUCT & FASTEN CD-1 121, 7 —500 RETAIL • • 'iJ..1�r%r�� 12x12 1524241 50 FLOOR PLAN HVAC RG-1 802 PERMVIIT CENTE VIA SCALE: 1/4" =. 1'O" REUSE OF DocuMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. • BAR MEASURE ONE INCH ON ORIGINAL. AWING .0" 1" • IF NOT ONE INCH ON THIS _DRAWING, ADJUSL.SCALES_. ACCORDINGLY. 231 Gowen Place NW Bainbridge • Island Washington 98110 ENGINEER'S STAMP CONSULTANTS: mimiiimminnimmon HV Engineering, Inc. `"""'"-"-' • Consulting Engineers �. 7100 Linden Ave. N. Suite 1 4e, Seattle, Washington, 98103 � �" www. hverigineering. biz FLOOR PLAN HVAC AND DETAILS PERMIT:SET R1U-1 TO BE INSTALED UNDER SHELL CONTRACT (TYr.) • ROOF . PLAN HVAC SCALE: 1/4* =.110" D 1 istp 4Piffi4ifprE• 44/ REUSE OF DOCUMENTS RECEIVED CITdY..OF TUKWILA MAR 1 "3 20%4. c THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS 7HE PROPERTY OF HV ENGINEERING, INC. AND 1S NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT 7HE WRITTEN AUTHORIZATION OF HV ENGINEERING. COPYRIGHT, HV ENGINEERING, INC. SCALE BAR MEASUR ONE INCH ON ORIGINAL SAWING O" 1" IF NOT ONE INCH ON THIS _DRAWING, ADJUST -SCALES -- ACCORDINGLY. +ASSOCIATES �r.chit ecfure 231 Gowen Place NW Bainbridge Island Washington 98110 . tel ,% fax .. 206 842. 1253 e—mail fronkekarrem an.com ARCHITECTS STAMP. CONSULTANTS: 111111111111111111111111111111111111111111 ITV Engineering, Inc. Consulting Engineers 120 7100 Linden Ave. N. Suite 1 Seattle, Washington, 98103. wmr. hvengineering. biz Phone: (206) 706-9669 Pax: (206) 708-1830 LL] CC CC cc zC.) W HOr Q DCl. 0 U..1 ."-§ v�z—� 1Z-C :C?) 110111111111111111111111 ROOF PLAN HVAC SCALE:1/4"=1'-0" ISSUE DATE: 7/27/07 PERMIT SET • 4 UNDERSLAB PLUMBING SCALE: w ODa0 1-1 RECEPTION 711474471147 REUSE OF DOOUMENTS INS DOCUMEN; AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INS1RUMENT OF PROFESSIONAL SERVICE. IS 1HE PROPERlY OF HV ENGINEERING, INC. AND IS NOT TO BE USED, IN VitHOLE OR IN PART, FOR ANY OTHER PROJECT COPYRIGHT. HV ENGINEERING. INC. RECEIVED CITY OF TUKWILA PERMIT CENTER SCALE BAR MEASU ONE INCH ON ORIGINAL D AWING Imaiimulielamalmi IF NOT ONE INCH ON IHIS 231 Gowen Place NW Bainbridge Island Washington 98110 e mail ARCHITECT'S STAMP CONSULTANTS: HV Engineering, Inc. "1"""1"--" Consulting Engineers 42) 7100 Linden Ave. N. Suite 1 GO Phone: (206) 706-9669 LU CC CC 0 cc Lu CC 17- i"±--) C9) D D FLOOR PLAN DEMO HVAC ISSUE DATE: 7/27/0'7 PERMIT SET co co 07) DOMESTIC WATER RISER DIAGRAM WASTE AND VENT RISER DIAGRAM FLOOR PLAN PLMBING