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HomeMy WebLinkAboutPermit D03-278 - RIVERTON TERRACE APARTMENT - KING COUNTY HOUSING AUTHORITY BUILDING FK.C. HOUSING z AUTHORITY -z. BLDG F W 0 o 1444 41sT �W 0 J WO SOUTH 2� LQ O I- Ili Z� F- O ZF- W W U0 052 CI F - WW Z W U= O Z D03 -278 Jr;44 's L�'d ?:�ti:t'�,a.�.a.o City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000205 Address: 14440 41 AV S TUKW Suite No: Tenant: Name: RIVERTON TERRACE APARTMENTS Address: 14440 41 AV S, TUKWILA WA Owner: Name: KING COUNTY HOUSING AUTHORITY Address: 15455 65TH AVE S, TUKWILA, WA Contact Person: Name: JOHN D'AGNONE Address: 204 FIRST AV S, SEATTLE WA Contractor: Name: C E & C INC Address: 3221 CENTER ST, TACOMA WA Contractor License No: CEC * * * *346L7 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm Public Works Activities: N N Profit: N DEVELOPMENT PERMIT D03 -278 Permit Number: D03 -278 Issue Date: 12/19/2003 Permit Expires On: 06/16/2004 Phone: Phone: 206 - 624 -7880 Phone: Expiration Date:09 /30/2004 DESCRIPTION OF WORK: INTERIOR REMODEL INCLUDING NEW FINISHES, FIXTURES AND CABINETS. PLUS ASSOCIATED HAZ -MAT, PLUMBING AND ELECTRICAL UPGRADES. NEW ENTRY DOOR AND WINDOW REPLACEMENTS. PRUDENT OWNER STRUCTURAL UPGRADES TO BE PERFORMED WHERE FEASIBLE. BUILDING ON WATER DISTRICT #125 WATER; REFER TO D03 -274 FOR BACKFLOW INSTALLATION ON DOMESTIC WATER. Value of Construction: $ $60,000.00 Fees Collected: $1,182.19 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 0001 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: N N Private: N Public: N Non - Profit N Printed: 12 -19 -2003 Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N N Private: N ** Continued Next Page ** D03 -278 Public: N Printed: 12 -19 -2003 Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the erformance of work. I am authorized to sign and obtain this development permit. i p V 7 ' --- L )6L N P 4 pew D03 -278 Date: Date: /Y o.? This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 12 -19 -2003 i�. ... j; 24;__ -., WLaiSL:J�ta. +r'r�i+2:uu.ar�n .w. �...,. - rw ..u... r «•:es.ni:.:a wrti4� • .. W'4 .4141, City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000205 Permit Number: D03-278 Address: 14440 41 AV S TUKW Status: ISSUED Suite No: Applied Date: 09/04/2003 Tenant: RIVERTON TERRACE APARTMENTS Issue Date: 12/19/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 8354111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 8: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 9: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 10: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: All wood to remain in placed concrete shall be treated wood. doe: Conditions PERMIT CONDITIONS D03 -278 • 13: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 14: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. Printed: 12 -19 -2003 _., uat::".) �Mk+:+: K: riW. U` la1i .'11:seGJEG.fklLfwtYi. :4 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 17: Maintain fire extinguisher coverage throughout. 18: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 19: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 21: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 22: All sprinkler systems, fire hydrant systems, standpipe systems, fire alarm systems, portable fire extinguishers, and other fire - protective or extinguishing systems or appliance shall be maintained in an operative condition at all times and shall be replaced or repaired when defective. All repairs and servicing shall be made in accordance with recognized standards. (UFC 1001.7.1) 23: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 24: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 25: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 26: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 27: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 28: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 29: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 30: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doe: Conditions D03 -278 i a Riz)cw ` Printed: 12 -19 -2003 Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any regulating construction or the performance of work. D03 -278 of law and ordinances other work or local laws Date: /9 Printed: 12 -19 -2003 King Co Assessor's Tax No.: . p,-a�� S ) 4 • /.. ©p, I • Site Address: 1444 D - -41 . .4v.F_ ' . ,111 �,I-,6"4.14. Number: P Floor: 2. Tenant Name: -i. i tit (-A ( NI -F -1" -le) v4 ►.,t t, ..A )Z► F 1 Property Owners Name: V.-1 Ni ei LAt I Ty. .14,, ),4,-,i A r-, . . u r 4012— ► T Mailing Address: • • • . . . Z 5 City Name: Mailing Address: E -Mail Address: Contact Person: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: \applications \permit application (3-2003) 32001 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. O gap° !D I e ?' Applications will not be accepted through the mail or by fax. 00- 0)00 'D! t $; **Please Print** 001.i-ea) 4. .�� ►� 1-1 I.0'4 f1 i A/ 001"1 A. ! oTPP :.GENERAL CONTRACTOR'INFORMATION Company Name: Mailing Address: State E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD ='All plans must fie *et stamped b:Architeckof:Record, t-o 'y tsl r a 4 F- - r s D r} al 'C� ► ,U t� hl O t4 g- c J Po c14 Page I Day Telephone: 4 - City , T Fax Number: New Tenant: [] .... Yes a:No State Zip ( ) t241 -1 446. 0 1,5;04 State Zip ( 1 e -17 /(., Zip City Day Telephone: Fax Number: -1-1/ 9 bt City Day Telephone: (2-0&7) lr - `+ -1 �', so Fax Number: .;ENGYNEER OF RECORD :. - All plans must be.met stamped by Engineer of Reeord .: s14 T /.-S00. I City Day Telephone: Fax Number: �?q `✓!; , (1 , ,04 , , . State Zip State Zip z Z w re .J 0 w w N IL w gQ d Z = H O Z U� to 0H wW I I-- - LL 0 .z w co O ~ z Valuation of Project (contractor's bid price): $ 6 O t 00 O Scope of Work (please provide detailed information): \applications\permit application (3-2003) 3/2003 Page 2 Existing Building Valuation: $ Z e 00,7 Will there be new rack storage? 0 ..Yes 1:41: If "yes ", see Handout No. for requirements. Provide: All Building Areas in Square Footage Below "'Floor 2 ": Floor :: 3 Floor .Floors' ru Basements. Accessory Structure* Garage Detached Garage Attached Carport • Detached Carport: Covered Deck Uncovered Deck 2, 9) o Mr.,o Addition'to Existing Structure '• '• t75 0 Type of Construction per UBC Type of Occupancy per UBC 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 for 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? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers 0..Automatic Fire Alarm ❑..None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 ..Yes ❑ ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. 13 Scope of Work (please provide detailed information): Please refer :to Public Works Bulletin #1 for fees and estimate: sheet. Water District ❑ ...Tukwila 0... Water District #125 ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑...Sewer Use Certificate ❑...Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval 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) ❑ ...Bond . ❑ .. Insurance ❑ .. Easement(s) 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 - - way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water \application+ \permit application (3.2003) 3/2003 / f Call before you Dig: 1- 800 - 424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line If ❑ ...Permanent Water Meter Size... 11 WO# ❑...Temporary Water Meter Size .. II. WO# ❑ ...Water Only Meter Size WO# ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private ❑ .. Highline ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: State Zip Day Telephone: City Water Meter Refund/Billing: Name: Mailing Address: State Zip Day Telephone: City n -, xr,.�s:uxwt�*cy�;Tatrmvfm�p Unit Type: ' Qty Unit Type: Qty Unit Type: Qty. Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind MECHANICAL AEI . Residential: Commercial: Fuel Type: Electric Use: TtINFOk..vIATION 206= 4313670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Z Contractor Registration Number: Expiration Date: Z * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** cC � .=t U O 0 co o - �tl.. W D 2 co I 1_ W Z = I— O Z 1— W • W U � D l- W H � u- Z W U= O ~ Z Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): New ....❑ New ....❑ Replacement .... ❑ Replacement .... ❑ ❑ Gas _42 Other: Indicate type of mechanical work being installed and the quantity below: City State Zip plicable to all permits: in . tins apphcatioj 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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 OWNER AUTHORIZED AGENT: t Th 1 ,1 k .i ai / r 1‘. Print Name: .12.- .. -: i $ (Y / a �� �L „I, J ! I��, , IJ Day Telephone: Mailing Address: 204 ' '-Nl v- 4. g r d. F City Signature : \applications\permit application (3.200)) 3/2003 Page 4 Ji Date: 9 -4- 0 State Zip Date Application Accepted: Date Application Expires: Staff Ini T7. Copy Reprinted on 09 -04 -2003 at 15:56:01 RECEIPT NUMBER: R03 -01085 SET ID: S000000085 TRANSACTION LIST: ACCOUNT ITEM LIST: Description PLAN CHECK - RES SET RECEIPT 09/04/2003 SET NAME: Temporary Set Z _~ TRANSACTION DATE: 09/04/2003 TOTAL PAYMENT: 2 , 45 0.19 w W TOTAL PAID FROM TRUST: . 00 TOTAL PAID FROM CURRENCY: 2,450.19 U O CO 0 SET TRANSACTIONS: W w Set Member Amount w D03 -273 463.94 2 } D03 -274 418.44 J D03 -275 463.94 u - D03 -276 287.14 I (J D03 -277 352.79 H W D03 -278 463.94 Z I-- TOTAL: 2,450.19 Z O W ui Type Method Description Amount 00 0I- Payment Check 20370 2,450.19 w W TOTAL: 2,450.19 H r- u- O .. Z w Account Code Current Pmts U 0 ~, Z 000/345.830 2,450.19 TOTAL: 2,450.19 PAYEE: TONKIN/HOYNE/ LOKAN ARCHITECTURE RECEIPT ISSUED BY: ADMIN INITIALS: BLH ENTERED DATE: 09/04/2003 TIME: 01:10 PM '':: 09/05 9716 TOTAL 2450.19 RECEIPT Parcel No.: 0040000205 Permit Number: D03 -278 0 Address: 14440 41 AV S TUKW Status: APPROVED N a Suite No: Applied Date: 09/04/2003 co u1 Applicant: RIVERTON TERRACE APARTMENTS Issue Date: I--- CO u- w Receipt No.: R03 -01517 Payment Amount: 718.25 co Initials: SKS Payment Date: 12/19/2003 09:43 AM H _ User ID: 1165 Balance: $0.00 z I- O Z I— LL] Lu Payee: KING COUNTY HOUSING AUTHORITY 0 N O - 0 I-- W — TRANSACTION LIST: I U Type Method Description ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payment Check 155693 BUILDING - RES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 431-36 L I 718.25 tll U O ~ 713.75 4.50 Total: 718.25 73 .12/19 9716 TOTAL 4E396.50 Printed: 12 -19 -2003 Z Project: 0 k Type of Inspection: Address: X141-160 )11 Ali Date Called: 9- ( - 1- oil Special Instructions: Date Wanted: a.m. p.m. 'Requester: Phone No: 19 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER T NO.' (206)4 1 -3670 A pproved per applicable codes. El Corrections required prior to approval. COMMENTS: - C° Y ►v\ C o w -. Inspector: Date: (\ ' I 09 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Projec . , tt Type of Ins� Add ess: L i L 1-I() Au Date Called: 9-17 Special Instructions: • Date Wanted: a.m. p.m. Requester: Phone No: is Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: Anr` 9/" (206)431 -3670 Ej Corrections required prior to approval. COMMENTS: rovvv-).4-4-c Date. `ot/ I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projec : ` \UP 1 C'AA T ?Yoc" Type of Ins ction: ( 5 ) -a ,..,...\ • cc e Address: 1 l '‘ 90 1 AO S Date Called: l 3 ' 1 J± Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: \ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 •`,".:'_ r ...:. ._. .. <;?'l: Y: y:.;•K -'�:.' . = .t ^ -:7.,� #416 W3 + L t"w Approved per applicable codes. Corrections required prior to approval. COMMENTS: u1;0,5 Inspector: 7-a 9 Date: 5-(L4-0),\ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: - t PTA( `Q Uf OCS \ - I' - 1J 1 Address: i utL)\Q )- k\ 4 s Date Called: s 5 — ta► o - 'r cn,r c or \ OPc V'ot) j '∎■J t to-4A v vv. LA) t tnr ►.Al S 3 ro b • repL(44_ k tt\ rf tk,5r4 r Y Phone No: Project. 0v c�^ - t PTA( `Q Type of Inspec)i Cif, yt,, Address: i utL)\Q )- k\ 4 s Date Called: s 5 — ta► o - Special In tractions: Date Wanted: t t , S - -O)+ a.m p•m. Requester: A Phone No: l INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. J Corrections required prior to approval. [Inspector: Do-- 378 Date: 5 \l-k` 0 L` El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z �Z CL W 6 00 N J F. � u_ W O W z � W W U � N OI— LLS w H- u. O LU O � z Project. 1veIr ►n T- 'riGc t Type of Inspection: • OIL 4-0 acc Lie), Address: 1 0 9\ ,q s Date Called: 5 Special Instructions: Date Wanted: S Id OLI Or r 611 Requester: Phone No: q 5 '�,+ rt Is bo3-Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: OI L c ( .VC 11ltrt• 1 1N: -►S f 1 I L-1 12 L I 1 ( 1Lill 2 Inspector: Date: J a El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr }e Type of In pecti n: , (--Tia-z_,K107-- Date Called: Ac op 11 –1 i fl A S ecial Instructions: p S� Ol�4er \ VV\C h Date Wanted: qi 04 a. . Requeste . i 17-)If a Phone / j —Lecxe 1 V?Q INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1' 1 , I . Approved per applicable codes. O Corrections required prior to approval. COMMENTS: Uvv t-\ S 1 Lt L12 LI c v,ti. 1L l-1 ) r . Inspector* Date: 5 1 1 - O 4- \ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z I ,- ~ W JU 00 co J H W O gQ cn 2 W z = ZI- WW U � 0— 0H W H� O .. U= O~ z Pro aah fAVPl } CAA --\--e YJ'UCt Type of Ins ection: p , 5pPc I rl Address: i i -k i D '- 1 ' 1 4 . s Date Called: 1-I-. ac, - 0 1 1 Special Instructions: Date Wanted: m - d-q -014 .m. Requester: Phone No: 13 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ; 75 T W pproved per applicable codes. J Corrections required prior to approval. COMMENTS: Pc \ 1 {C \-e'er v 0 on 4 -- kc b 4% - CAd�,��, -41- u se, \ O VIC C Inspector. -- Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: tw;:: 1�1.5r:�.n.+�tir.,.i..,...::..:. acv; ::F1nL;'n: Pro ct: ---- le U��Z 772N /&1{ Type of Inspection: p A1/1-L_ Address: 511/ VO V/ € � / Date Called: _ Special Instructions: (z\ Date Wa ted: a, Request ,, J i0 P Phone No: ('.o -kV/5 '.; l 4404 r '.tt'i�lta;«� >� INSPECTION RECORD Retain a copy with permit INSPECTION NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Rorrections required prior to approval. !/ W/4 / /4 /7 /./ z(;) ,I -r �r�d te r../ COMMENTS: - / /qc z 7 Date : 1 ,,� l $47:0 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: t .\ RI v- c v 7;.c, t i) k r C c (41 l j V v .y.1 ' 1 A ,rc. 6...g. 6...g. ctoo v" Date Called: fir- JP( 1r r)( ,-P rAV f r--/ f Sec I Instructions: 40 1, so- Y -i-L C� (C� Z." ct . Ca,rnr p.m. K-\ ( L e ►n _t,) t v, l'� 0„1.) at + ' !/t •� r ‘ 1.5 w\ to (l 1 ut! t iIN C U --\'t ()v.\ ij c i lt)' o) S�c5 o A '20o 1 (( rr Li VP Imo`1 \611 ∎ o,n i;r)ir 1S Project., Type of 1 ectiop: Address: i 1- t 1 Au 5 Date Called: fir- -041 Sec I Instructions: Date Wanted: Ca,rnr p.m. Requester: --'`� Phone No: a- S1 (4 a6 1 1002 0 1 1 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 b03- Corrections required prior to approval. Date. 0 at" E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr ect: t VL 1—. �a cQ 4k. Type'of Ins ection: 1(J lit) A n)t A Ad re �1 c� t I Ave / o t f Date Called: 3 (aa S Instructions: bate Wanted: a. , in �) Requester: (v< Pho No --- "?i'�•ta1" �iti? W' ��......... ..'. ? �i•: 1 «"y``;x id INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector INSPECTION RECORD Retain a copy with permit PERMI N (2064 1 -3670 i4pproved per applicable codes. El Corrections required prior to approval. COMMENTS: u tn t 2.0, 2), 2L1 Date: 3`0 L ) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: W z re 2 JU 00 c o i LLI � u_ W 2 u_ co _ z _ H W 0 • W U � O N O H W W — O .. z • = OH z Proje \ 1�,p V v� �`PY irU f Type of Inspection: � V I G vr r r Address: \4 1 -16 1 4,c Date Called: Special Instr ctions: Date Wanted: a.m. p.m. Requester: Phone No: 8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206)431 -3670 ISt - A - pproved per applicable codes. J Corrections required prior to approval. COMMENTS: c1 V' ■r P n,ns Inspector" S v`- Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro'ect: } T pe of Ispection: .' ().1) . E�j�� Address S f` Date Called. Special Instructions: Date Wanted • / i.m, �j /i;si'1Ail pm Reque$. r: i. tt I _ �j> 1 k p Phone No: X Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER N (2 s 6)431 -3670 Corrections required prior to approval: COMMENTS: S, w, fsdvn r- vc) i Ghriris 1 In ,1 1Ur e u\ c`i v\c -Pir �� itc■ 5 Inspector: Date: ( '01-1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: V (C'C.e Type of Inspection: (' ‘a y 11 ru .+ns k.A cA 1 Oh UY\`A W) . as . .D__)-1 )44 S Date Called: I I j Special Instructions: Date Wanted: D )Uc - : T kocw 1 rs,,, I GI A 1 C \ i)/ Phone No: 0,n -\\,. ; (, \ ‘, C' i v. Projecrzl, ' VAG^ V (C'C.e Type of Inspection: (' ‘a y 11 ru .+ns k.A cA 1 Oh Address: \ 1 - 1 1 - 1 9 0 L\ )44 S Date Called: I Special Instructions: Date Wanted: a Requester: Phone No: ,r .r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Da O (206)431 -3670 N - Approved per applicable codes. El Corrections required prior to approval. Inspector: Mc Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W re W 2 J U U O co J � L W O 2 u_ Q co = W Z = I— O W ~ • W U � O N o F- W • U u" .Z P. W U Z Proj 'ct: JO /// �.A Type of Inspection' 541- 4 ..Z? , Address: /9 2/ /A <s Date Called: . ..- /sue Special Instructions: Date Wanted: f a.m. Requester: ff Phone No: 3 --- 3) ,. . 0 _ & / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION WcA\ mss `' PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I-Approved per applicable codes. J Corrections required prior to appr COMMENTS: «k,4S 2O1 2 244 Inspector. 1-4 AANY4— Date: ...., I U LI 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: •., .. FW�i.{ 4ae4: 4. s Gtd' iLtr,}wt�.7ib�ii'G,H����el��µ'. S �4E..,4 .. dl. r. itn. i. 4... t, s� .+•.uS.= •_'.:x:::r!�c','t.: ?;. Proj \ .veA T-f ∎rrac Type of In pection: � ..e ∎ . r v sv6 ; o,,, Address: Iz411L1 o L i \ A v S Date Called: I 3 a - 0 2- 1 Special Instructions: Date Wanted: ` 1 )- - 0 1 '1 a.m� p-tfi Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • Io 3 -X7 a Approved per applicable codes. JJ Corrections required prior to approval. COMMENTS: ■.)v\; a s .2L 28 3 0 Inspecto . RP . Date: Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prd ct; ' i ji7 1 -�r4(E 4 Ty e of Inspection 3� . ) a . ( . ( 1 /tom a.rPa 34 Add L t 4 1 7 11) ;.-" --- �. I d a e Called: 1 0 1( Special Instructions: Date Wanted a.m. l' 2 ` oL p.m. Reque ter: `` ' PK•rie No:,,, _1 -- c8 AD :o lf /5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 03 ^c 7- N Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Utel 210 ,28 3C> Inspector! . Date: 3-1)_-0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Tyoe I) - Dfi-G - 1 •0 yr -\. w cA ‘ � ` rA* \0 -k- -r \K-\-- P+rv/Al4 bate Called: 3 1., 2. c 1 n SQ YtA ZaA v‘ c, 1V P k &) n v‘ c \No r \n n l-\- ) wv .P "h "A1 a 1 @ Date Wanted: I o 1. , a.m. ar Request, / � /! , W Phone No: t 4R 090 -- CP 4i- 3 N A n v pr At T1:, t o c, y„, n . 11 , bo. o . r r . ALP) i \ nL /?'P(A e ■". Pr j ct: I V b1 [ [2444(e Tyoe of Ir p ection: •' • _ . � IAA/kw A d 1 1 - ' ° 1 . , .,�. bate Called: 3 1., Special instructions: 5) @ Date Wanted: I o 1. , a.m. ar Request, / � /! , W Phone No: t 4R 090 -- CP 4i- , �X �{ g.$. tiA•.' N'>c`�'''G�f4K1wC}R�.�st'�2:+C Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2o3 ,8 PE' 11N y (216)431-3670 EI Corrections required prior to approval. Inspectors' RnAJA Date: 3— lU -0 I--1 EI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W Q 1 JU U O N co w J Q w w g -I u_¢ U � � • w Z = Z° w O ▪ 52 • F- w L.L. U = H� z Proje � T E'(e Type of Inspection: —7. . � f CO . r s: � l Address: j `(/ 1 ` )� — \ A 5 ` Date Called: J. _ ., - f .? Special Instructions: Date Wanted: %- / K ) a.m. .c, P p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector` Receipt No.: Date: Date: Is_ 2 `4l� Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •'? I!' 45rnA�a' �i: flni.'��'aba!7�,4vii>A�i(ah =t+�s : � • • 1D3 -878 4-es Z DC � J O 0 co cnw Lu 0 u_Q = F W Z = W • O • W O - 0 I— W W H� L I O ai U = P c) �' Z T� April 27, 2004 Cert No. 04 -02 -25 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND. WASHINGTON 98034 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Dear Mr. Larson: 1. Epoxy anchor bolts for the following units: 14420 - 14426 -14422 (Copy of report number 120202 enclosed) Respectfully, CASCADE TESTING LABORATORY, INC. Kenneth B. Foot President Enclosure: Field Report No. 120202 KIRKLAND: (425) 623 -9800 SEATTLE: (206) 525 -6700 FAX: (425) 823 -2203 EVERETT: (425) 259 -0617 Reference: King County Housing Authority Riverton Terrace Project 14440 41st Avenue S Permit No. D03 -278 t. This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities. :,:s;x�..;xS::::s...,dzlt �c.' 1: :,.xt�'::cT;.aS:F:1coi�u• >Lr1,, tug .:musi.a;.tO.+Y,;u:�t.,ad�:..: : z • Z re w QQ � J U O 0 N 0 CO ILI J = . I w gQ = d �...w z � z i— w • 0 O D- • 1— L1J w • U All work as inspected and tested conformed to Tukwila Building and Land Development approved L I p plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions tii from the Engineer of Record. 0 z T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 1 2 0 2 0 2 12919 N.E. 126TH PLACQ REPORT No, No, EVERETT ND, WASHINGTON 96034 (425) 823.9800 EVERE (425) 2S9 -0817 m ^ DATE /6" `� CERT. NO. �� `��� , z� FIELD REPORT F PRO .=� OJ ` T ,(/ f ,/`_ d"'�4 4" K' tL��qq� LOCATION �T ' � �s�' ivlp� , . '2. I I /^�� 40N /'�' �� ��y� *� .�i77zia4 OL(i� V fi�?/� -�5' r TO: fiG �"" a z z9 7 BLDG. PERMIT NO, , e JJO.a -Z7 ' OWNER ICalic.4 `'�77` i' A;,� I � I - Z 7 ...OAe �AS4/'1vMICQZAG 94g424•4047 WEATHER .4452 L � �,` ( TEMP, AT AM AT PM ENGINEER / I . L ���� t , l � /iza 1W a- R az . ATTN: A ��!! � !' �Jd' I x.I.. mf AeoYNE L XAN CONTRACTOR e.ON.S Ilz 7av afirZeilZeZET r „,vizi=, (2) INSPECTION PERFORMED I _ RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY STR.STIWELDING -- OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _ SLAB AUGER CAST PILES COLUMNS -- DRILLED PIERS -- WALLS EXAM( 7' ,�41'LfLATE. BEAMS .-- e,-4 A3446a ise,t5e. C1 .7= — �0z_ . i : / � ( LOCATION (AREAS) r 44 ' � MLA mil. SZta2asf l - a(1/7-7 1 4.40..., AV ovarz' aoz Fair ,-4e.......1 AW7 ' ! 1 a l I -5''&"?12 / ''p ' a Z. 1 - re't zZ CO NCRETElMASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR • T ( %) SE DER REPORT NO A YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS DZ73 — Z 7. Apr 27 04 10:09a CASCADE TESTING REMARKS: C) S A. 4 Z � 7 1 r t .4 ACMZS L ... 1 1 A7244 Z ..a44 i ” 444f12 ,C42'. ' ""Z( 7a .5'42e.' TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, wITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8 /CD 7 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNF ' BY 425 - 823 -2203 EP XY p.3 DEPARTMENT CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Residential Heating and Ventilation Compliance Form (Complete Sections I and II for Group R Occupancies 4 Stories or Less) Project Name: Site Address: � �t' � C9 � � ` � .�v� 4- Effective: 7/1/02 ❑ Heating System Installed, (check system type below): 1. ❑ Electric Resistance 2. ❑ Electric (forced air) 3. ❑ Other Fuels (gas, heat pump) MECHANICAL PERMIT APPLICATION NO.: BUILDING PERMIT APPLICATION NO.: Do 3 " FILE COPY I. WASHINGTON STATE ENERGY CODE HEATING DESIGN METHOD (select A, B or C below): CM of Tau A. ❑ System Analysis — W.S.E.C. Chapter 4 (submit documentation) APPROVED B. ❑ Component Performance Approach — W.S.E.C. Chapter 5 (submit documentation) c D qq C. El Prescriptive Option — W.S.E.C. Chapter 6 (for prescriptive, complete the following c S?at 2003 N El) House Square Footage (heated space): X 20 BTU /h = Maximum BTU of Heating System Output II. WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (select A or B below): Is are RECEIVED CITY OF TUKWILA SEP - 4 2003 PERMIT CENTER A. ❑ Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation). B. 2 Prescriptive Ventilation Options - W.S.V.I.A.Q. Section 303 (select one of the following): 1. Ventilation using Exhaust Fans (Section 303.4.1.) ❑ Exception for outdoor air inlets — Forced air heating system w /interior doors undercut' " 2. ❑ Ventilation integrated with Forced Air System (Section 303.4.2.) 3. ❑ Ventilation using Supply Fan (Section 303.4.3.) 4. ❑ Ventilation using Heat Recovery System (Section 303.4.4.) ❑ Prescriptive Minimum /Maximum Outdoor Air Calculation specified in Table 3 -2 (see reverse side of form). 1. House Square Footage: 2. House Number of Bedrooms: 3. Required Outdoor Air Table 3 -2: Minimum - cfm Maximum - cfm :.V.. �:4fWG..:..., ,i i.s.4.u.�...•.f .✓., e. �.i:..,i.t,.in,.+3FJ,...:.,.... w.Y. ,.th:Sa;lRti t'r7. "rrx 1i� "�'�, ' jd�i�iifC. tt.it14.145?4 - Floor Area, ft2 Bedrooms Maximum Length Feet 2 or less 3 4 5 6 7 8 Min Max Min Max Min Max Min Max Min Max Min Max Min Max <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 '.'"•'':".• • : 5 "; •83 • - 70 . * 105 85 ..128 100 150 115: 173 130 195 145 218 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 ' • ' • : 6.5 .98 :80., 120 -95 • 143 '110 165 .125 188 140 210 155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000' . 75'., '1113 '.. 90: :,' 135 105.. 158 ' 120' 180 '135. 203' 150 :225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 '..,..' . 85 .-128 100. 150 . 115. .173.130. 10 . * .195 145 218 160 240 175 263 4001-5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 `...'5001-6000 . 105' '; .158Y 120 • 180 ' 135 . 203 150 . 225 165 ' 248 180 270 195 293' 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001-8000 *- . 125; `. . 140 - '210 155 . .233. 170 255. 185 278 - 200: 300 215 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 ' • ' : .*9 '',*' ,. .1 45 * '218 160 , 240 ' 175 ' 263 190 285 205 308 220 , 330 . 235: 353 Fan Tested CFM 0 0.25" W.G. Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows' 50 4 inch 25 4 inch 70 3 ;50:':"••::: .,::::' 2 '• , •' =, ,.' .., : • , 90 ' . .' • : = .-5 inch ' " 100'; :: ' ' .`-', 50 6 inch No Limit 6 inch No Limit 3 '::;::: ::.':',T , ",, ; ,:, - ‘." NA.,', '';': ;:, ',:,.''...; . ;4:inch:: , "-. - 2. ;, .20: .• ,' .-, :. .3 80 5 inch 15 5 inch 100 3 ;f•:'.','" : 6IriCh .:' ' . ' 90 - : • • , '6 inch ' No Limit*-' , ' 3 100 5 inch NA 5 inch 50 3 :f, ,. .:.f. , •:::"::;:', :100 ::' . " - inCh; ; .. . ' '.45'' ; " ';' ;6 irich' ' : : ' Limit' - ', *, — 125 6 inch 15 6 inch No Limit 3 (i..:'125 ' , Y,...'* ,,, ' . -' -',,' , *:., 7 inch":, 1 . ; 10 . * ' : ' ' 7,irich ; • '- , - No Limit:': '-'. ',' ' '.* ' ' • Effective: 7/1/02 TABLE 3-2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. TABLE 3-3 PRESCRIPTIVE EXHAUST DUCT SIZING 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. J9/02/2003 16:58 206527 EVERGREN 4 a • .7 • tiLtor_es *tie /fiva 2p, .„ " 9 1P ve 4 7 1 , 4 ' 4 " 2 7 2 4. 7. 7 6 " _ I I zoo •••■■••••■••• •■•■■■•••••••••••••••••••*. PAGE 02 t• r //*". icr"1 , ,4 1 41/4 4 *f, 375 & eWM• da . ?), Adz" 7$7'. / elr Aioof_mo Aixdoe.a‘ 4 t 670 r F.444, As.er 1 "•'" 4' tfi eserxermfroo ... DEPARTMENTS: Buil[f / g-�t a-D ifeDivision fl APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2 -28 -02 PERMIT COORD COI PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -278 DATE: 09 -04 -03 PROJECT NAME: K.C. HOUSING AUTHORITY - BLDG F SITE ADDRESS: 14440 41 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after permit Is Issued 512 4u Fire Prevention J Public Works JJ D a Structural ❑ REVIEWER'S INITIALS: PERMIT COORD COPY go wu». wx )u t 14145- Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -09 -03 Complete [d Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RING: Please Route S tructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 10 -07 -03 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: RIVERTOIN TERRACE UNIT ALLOCATION b TOTAL SQUARE FOOTAGE Unit Type ilst FLR 12nd sF ISF FLR IMTAL 1SF Buildings # Units I SF Total IA I B I C I D 1 E F 1 I I 1 TIM BEDROOM UNITS 17,280 UP -2BR 484 480 960 b 1 1 DRARLG EWE PEST SET AJSZT 12, 2003 FOR vsoasew wow PERMIT MX • mum wsr+wPoat r.4101 AID s NNW sewers. MD INXIIMINIM 1111011•1001•111 NNW I I ' I MOM 17716 TITLE SHEET SCUE: PLOT DATE: CAD FILE: PROD. MGR.: DRAFTER: JFD I I , MET It i A�� RIVERTOIN TERRACE UNIT ALLOCATION b TOTAL SQUARE FOOTAGE Unit Type ilst FLR 12nd sF ISF FLR IMTAL 1SF Buildings # Units I SF Total IA I B I C I D 1 E F 1 I I 1 TIM BEDROOM UNITS 17,280 UP -2BR 484 480 960 b 1 1 1 1181 SUBTOTAL 18 17,280 THREE BEDROOM UNITS UP -3BR 600 600 1200 , , 5 _ ■ _ 5 6,000 , - - _ . . . . - I� . . I SUBTOTAL 5 _ 6,000 FOUR DURUM urcrs 1 UP -4BR - 714 714 1389 1 4 5 6,945 I _ I - I _ _ - SUBTOTAL 5 6,945 FIVE (RUTS _U -58R I 8161 8161 1632 1 1 1 F 2 I I I I [ 2 3.1 SUBTOTAL. 2 3.264 IT0T1I6I5I6I3I416i I L as 33,489, PHOTOS OF EXISTING CONDITIONS EXISTING WINDOWS TO BE REPLACED EXISTN3 EXTERIOR PATIO EX15TN3 GRAIL SPACE VENT Ca/ER TO BE REPLACED MOM MIL INCE VENT NELL V ■ e rto ce King County Housing Authority Renovation of Exisiting Units • 8 EXISTING DETERIORATING THRESHOLD AT EXTERIOR SLIDING DOOR EASING STAIR PROJECT TEAM: O ER i DEVELCKft KING COL14TY HOUSING AUTHORITY CONTACT: RICHARD CURRIE 600 ANDOVER PARK W. SEATTLE, WASHINGTON 98185 -3326 DONE: (206) 514 -1219 FAX: (206) 514 -1224 WAIL: DICKCa KCI`IAORs ARCHITECT: TOI 1CN MOYAE / LOON ARCHITECTURE 4 URBAN DES IGN CONTACT: J0I14 D' &4QI E 204 FIRST AVENUE SOUTH SEATTLE, UL4 9e104 PHONE: (206) 624 -1880 FAX: (206) 622 -1166 eMAIL: JOI.P1DIT1.1.- STRUC1tRAL ENrsINEER I,L. GROSS STRUCTURAL ENGNEERS CONTACT: MICI444EL 04 M" BERLAN 201 1/2 FIRST AVE SOUTH SUITE 250 SEATTLE. WASHINGTON 98104 PHC: (206) 623 -0169 FAX: (206) 623 - 9081 eMAIL: MI I4AELC•ILGROSSC"1 MECHANICAL EPONEER EVERGREEN BONERS NU, W. CONTACT: DAN MEALY 4052 NE. 95TN STREET SEATTLE. ILIASHMTCN Seib PHONE: (206) 525 -1011 FAX (206) 521 -2119 eM AIL: DIEALY (14TERETAET ELECTRICAL WAFER DE. SPARLNG ELECTRICAL ENGNEERS CONTACT: DONALD E. SPARLING 1510 20TH AVE NE SEATTLE.IUA5IINCsTON 98115 -4402 NC*: (206) 522 -2023 FAX (206) 5254313 ei~tAIL: DON4DESPARLIMS.Cal 5F 5UMMARY e - mom UST FLIER Total SEPARATE PERMIT REQUIRED FOR: NrMECHANtCAL Fif E LECTRICAL LUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION :0�pF��� �i��`� "IZIa 1:417.10( . • Z73 SITE ADDRESS 14440 41ST AVENUE SOUTH TUCIIILA, WASHINGTON KJNG GOWTY TAX • : 2i88o 3,SM 2.8e• 2,346 2.256 2,868 2.888 3.0111 2.8e8 2.346 2.856 2.888 5.761 61x•1 5.768 14,692 5.712 5.768 004000- 0191 -05 004000-01ci8-04 004000- 0199 -03 004000-MM-05 LEGAL DESCRIPTION: -ADAMS HOME TRS E 3 FT -ADAMS NOME IRS LESS W 29.5 FT LESS S 115 FT I LESS E 3 FT TIIOP -ADAMS WOME TR'S S 115 FT LESS W 29.5 FT LESS E 3 Ft -ADAMS HOME MS PROJECT ESCITION: CONY/ kN TYPE: LAD USE ZONE: OCCUPANCY (BUILDING CODE) • FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance_ Receipt of con - tractors copy of approved plans acknowledged_ !GRANO iIIIK 33.4891 BUILDINGS AND ALL APART UNITS, WITHN DESIGNATED Buoinkrzs, ARE SCI•EDULED FOR INDICATED BUILDING REPAIRS. TIESE WILL INCLUDE WINDOW REPLACEMENTS AND ASSOCIATED EXTERIOR REPAIRS, STRUCTURAL., VENTILATION, HEATING, ELECTRICAL, LIGI TNG, PLUMBING, INSULATION ANA INTERIOR FINISH WOW TIE EXISTING UNIT RANGE WOODS WILL BE REPLACED A1& VENTED TO THE OUTSIDE. TIE EXISTING BATNROOMS FANS WILL BE PLACED ON TPERS FOR U1140L E HOUSE VENTILATION AND VENTED TO THE OUTSIDE. TIE EXISTING PLUT13 NG SYSTEMS SHALL BE REPLACED. INTERIOR Dom, CABINETS, PLUMBING AND LK ITNCs FIXTURES AND APPLIANCES SI4ALL 8E REPLACED. ASSOCIATED 14AZ -MAT WORK SHALL BE PERFORrED N CONDUCTION WITH DEMOLITION AND OTI-ER WOW. SEPARATE CODE PERMIT AND SUMMARY APPROVAL 16QUIRED TYPE V-N„ NNO 4- SPRNCLERED HOR (HIGH DENSITY RESIDENTIAL) 33,409 R- 1 (TOUN4OUSES) A -3/5 (CO"I1ONS BUILDNS) -4 7 I • S 1 48I St ....i • I ARCHITECTURAL. A00.1 TITLE SWEET A002 CsENERAL NOTES AIU EXISTING SITE A20.1 2 BR WIT PLAN vat' 4284---3-1BR411:1-1 ''' A2U BUILDING AEG $ PLAN vot v at Atia----iNitANNG-D-4 -JoaC A62.1 INTERIOR DETAILS A10.1 WINDOW DETAILS ABC INTERIOR ELEVATIONS A802 INTERIOR ELEVATIONS got 7*.w SHEET INDEX HUILDI% A C 4 F EXISTING FOUNDATION PLAN • I A - STRUCTURAL SID STRUCTURAL GENERAL NOTES S31fl COCRETE DETAILS S4 WOOD FRAMING DETAILS ELEMICAL E10.1 SY1130LS AND ABefEVIATIONS EIO2 PANELS SC DU LES E20.1 2 I3R WIT ELECTRICAL PLAN E202 3 1 4 8R WIT ELECTRICAL PLANS E20.3 5 SR (NIT ELECTRICAL PLAN PEca' CAL. POLL DOIiEST1C WATER SERVICE PO I2 GENERAL NOTES AM, DETAILS P013 STATIC _ UNITS 1:■V2i,". %J..' pi e 4„ 444- a it=qmic> 1 � 1 `s - ; : t 0 t h* -' = _=- 1 41 St St ' • .IC : + . "7 jSl44thSt . a- 1 Nit = fi L t 0 ., -- • "2 , s Isom st, I s VICINITY MAP , Not eScab 1 s I, REFERENCE DRAWNSS ail.Y cet PEMOL ITI ON NOTES: I. DEMOLITION REWIRED FOR REPAIRS, RENOVATION AND UPGRADES: FOLLOW STRUCTURAL DETAILS TO DETERMINE EXTENT COF DEMOLITION REQUIRED TO WALL NEW STRUCTURAL ELEMENT& LEAVE AS MUCH OF THE EXISTING BUILDING AS 2. REMOVE ALL EXiSTNG FLOORII` AND MASTIC. RE -MOVE tt$4OLE VINYL TILES, NOT 14 PIECES, ALONG WiTH MASTIC. (SEE ILAZ -MAT SPECIFICATIONS.) REMOVE ALL EXISTING VINYL FLOOTRINCx AND CARPET THROUGH= WITS REMOVE SUBFLOORING NCLIDN% CUT NOT LIMITED TO TEE FOLLOWING: A WIT KITCHEN 5. WIT BATHROOMS 4. REMOVE ALL EXISTING DRYTUALL AT WALLS, CELNGS, ALND OTHER LOCATIONS. REMOVE ALL EXiSTN% ACOUSTICAL TILE CEILINGS AND MASTIC. (SEE $441 -MAT SPECIFICATIONS) 5. REFER TO NEW FLOOR PLANS FOR LOCATION OF NEW WORK INCLUDING NEW PLUMBING AND ELECTRICAL SYSTE 1 CONTRACTORS ABILITY TO WOIR1( WTHN EXISTING CRA1lJSPACES iS SPATIALLY RESTRICTED. AT CONTRACTORS OPTION, ACCESS TO CRAALLSPACE MAY BE GAINED BY REMOVING EXiSTP1 PLYWOOD SUBFLOORNG AND INSULATION. WERE SU°FLOORNG AND INS(LATICN IS REMOVED, IT SHALL BE REPLACED WITH PEW COX PLYWOOD AND NSLL.ATICN AT NO ADDITIONAL COST TO THE OILIER PROJECT BIDS SHALL ANTICIPATE. REMOVE EXISTING SLeFLOoR SEE STRUCTURAL PLANS FOR DI TIC LAYOUT OF °I eFLOOR REMOVAL/ FE PLACEI'ENT ALONG WiTH ASSOCIATED DETAILS. 6. FOR DEMOLITION TO ALLOW FOR PEW MECHANICAL AND ELECTRICAL WORK, REFER TO SPECIFICATIONS AND DRAWINGS. PRIOR TO START OF DEMOLITION RN TRACERS TO DETERM E EXISTING LIE LOCATIONS, F NECESSARY. PROVIDE NEW FLOOR AND CEiLNG PENETRATIONS FOR PLI,I"'E3NG, HEATING AND ELECTRICAL CONDUITS. ALL CORE DRILLING IS TO BE COORDINATED WITH THE ARCHITECT, BUILPK OWNER, AND STRUCTURAL ENGINEER YER4MIFY ANY CO fRE DRILLING RESTRICTIONS 4S W/ ARCHITECT AND STRUCTURAL PRIOR TO START OF WORK. S EXISTING FRAMED INTERIOR PARTITION WALLS ON ALL FLOORS ARE PRIMARILY WOOD STUDS WITH G116 EACH SIDE (EXISIT14G MB TO BE REMOVED.) S. REMOVE EXISTING WALL SECTIONS AS REQIIREDD FOR PEW WORK. 10 REMOVE ALL EXISTING WATER SUPPLY PLUMBING PIPE AND ELECTRICAL WARNCs TO ACCO MODATE NEW PULP PIG AND ELECTRICAL SYSTEM INSTALLATIONS. II. SEE SPECFICATIOiNS FOR HAZ -MAT IFORIATI0PI. A381!'E ALL EXISTING CONDITIONS INCLUDING FLOORS, WALLS AND CEILINGS TO CONTAIN HAZARDOUS MATERIALS (ASBESTOS, ETC.) UNLESS SPECIFICALLY K 1OIIN (AND TESTED) OTHERWISE. CONTRACTORMAY PROVIDE ADDITIONAL TESTING AT THEIR OPTION AND EXPENSE. PROVIDE ALL 144Z-MAT D MOLiTION, REMOVAL AND C.ERTFICATIGW4 N ACCORDANCE WITH ALL EXISTS% CODES AND REG LATIONS3 S GENERAL NOTES: It IMENLBEIraintaat A A 3 -COLOR 4' x S' PLYlU00D PRROJECT SIGN AS DIRECTED BY THE OWNER. OWLPER WILL PRO- VIDE SIGNAGE. LETTERING, PANTS AND MOUNTING WALL BE BY O(IER B. : THE DRAWINGS ARE INTENDED TO DESCRIBE TIE OVERALL SCOPE OF WORK CONTRACTORS WILL FIELD VERIFY EXISTS% CONDITIONS AID ALERT ARCH/ OMAER TO ANY UNFORESEEN C.ONSTlR1JC- TiON DIFFICULTIES BEFORE BEGINNING WORK. FELD VERFICATION SHALL NCLLDE, BUT NOT BE LIMITED TO TI406E REQUIRED FOR NEW DOORS, EASEWORK, AND CABINETRY. C. UTILITIES. TEE CONTRACTOR WILL BE RESPONSIBLE FOR VERFICATION CF ALL EXiiSTNG UTILITIES. TIE CONTRACTOR WILL BE RESPONSIBLE FOR TEMPORARY UTILITIES. CARE MUST EIE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTLITES 4Nn SERVICE. D. PRE - CONSTRUCTION PEETIP PRIOR TO MY CONSTRUCTION OR DEVELOPMENT ACTIVITY, THE CONTRACTOR WILL SCHEDULE A PRE-CONSTRETION PEET14 WITH THE LOCAL BUILDING DEPARTMENT OR LOCAL PUBLIC WORKS DEPARTMDIT. YERFY all4104 AGENCY WOULD BE INVOLVED. DU RNG THIS THE CONTRACTOR WILL PROVIDE LOCAL INSPECTOR WITH A PROPOSED CONSTRUCTION SCHEDULE. THE CONTRACTOR AND INSPECTOR WILL THEN TENTATIVELY SCHEDULE SEVERAL PHASED INSPECTIONS. E. PHASING. THE PROJECT SHALL eE PHASED TO ALLOW PARTIAL OCCUPANCY OF TIE WE TO REIMAN L IH1LE CONSTRUCTION IS UNDERWAY. NECESSARY PRECAUTIONS SHALL BE TA /334 FOR SAFETY AND WELL-BENS OF 04-SITE RESIDENTS F. ABBREVIATIONS: TI. OUGI4OUT THE PLANS ARE ABBREVIATIONS W404 ARE t4 COMMON USE. REFER TO TEE SPECIFICATIONS FOR DEFNiTIONS THE ARRW1TECT WILL DEFiE ANY THAT ARE N QUESTION C. REPETITIVE: TYPICAL WALL SECTIONS, TRIM FINISHES AND DETAILS ARE NOT INDICATED EVERYILIERE THEY OCCUR ON PLANTS ELEVATIONS AND SECTIOt REFER TO DETAILED DRAIIFIG$ CONTRACTOR TO PROVIDE WORK THROUGHOUT F DRAIN N RLL. 14. TIONS: CONTRACTOR MALL OBTAIN AMID PAY FOR ALL PERMITS NECESSARY OTHER THAN THE BASIC I3ULDS% PERMIT. CONTRACTOR WILL ALSO PAY FOR 4 SECURE THE PLIMBNS PERNT AND PAY ALL OTHER MOWS, FEES, OR COSTS C ARCED BY TIE BUILDING AND CONSTRUCTION DEPARIT'UNTS, UTILITY ACIENCES, OR PRIVATE COMPANIES WicHI REQUIRE $UCHH COSTS FOR OR PRIOR TO INSTALLATION&. I NOTHN G 14 THE DRAWINGS AND/OR THE SPEC( ICAATIONS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION N VIOLATION COF AIc'P'LICADLE CODES ANC/OR RESTRICTIONS SHOULD MY CHANGE N THE DRAWINGS BE NECESSARY N ORDER TO COMPLY WITH APPLICABLE CODES AND/OR REQUIREMENTS, THE CONTRACTOR WILL NOTFY THE ARCHITECT AT ONCE AND CEASE WORK . WORK ON ALL. PARTS OF THIS CONTRACT WILL BE N FILL ACCORDANCE MJTTH THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUREiM U5 AND CODE& ALL WHOM( RILL COPFOIa1 TO THE LATEST IDITTON. INFORi'1 BUILDING: CODE (UDC) NCLIL7NCs ALL AMENDMENTS ADOPTED BY THE CITY. CON UCT: N CASE a ANY CONFLICT MIERENL THE METHODS OR STANDARDS CF HSTALLAT CII OR THE MATERIALS SPEC1FED DO NOT 521 ALL OR EXOEED THE REQUIREMENTS OF TIE LAWS OR ORDNANCES. THE LAM OR IQ.1. GOVERN. NOTIFY THE ARCHITECT OF ALL CONPIJCTS. L. DIMENSIONS: SURVEY: DPENSIC7NS OF SiTE CONDITIONS AND EXISTING BUILDINGS ARE BASED ON tF ORIMATION SUPPLED BY Oi?IGINAL CONSTRICTION DRAINS& AIRGEITECT BEARS NO TTY FOR ACCURACY OF PREVIOUS DRAWING & DIMENSIONS ARE TYPICALLY SHOIIN FROM FACE OF EXISTING FINISHES TO FACE OF NEW STUDS AT INTERIOR WALLS, UNLESS DETAILED ON DRAWINGS. DO NOT SCALE DRAWING& THE CONTRACTOR SHALL USE DrENSIONS 614011/4 ON THE DRAWINGS AND ACTUAL FELD MEASURE1ENTS. NOTFY THE ARCHITECT F MY DISCREPANCIES ARE FOUND. TiE: CONTRACTOR WILL VERIFY ALL ROUGH-N DIMENSIONS FOR THE EGYiIP ENT RIP/41S1ED AND INSTALLED BY HIMSELF OR 3E ELF OR OTEEM TEE CONTRACTOR E.1 WILL. � CCP$tLT TEE PLANS OF TRADES ADES FOR OPENINGS TWROUG14 BLAB& LLJALLS, CELNG6 AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, AND EQUIPMENT, AND WILL VERFY TIE SIZES AND LOCATIONS WITH SUBCONTRACTORS. M. 614OP & PROVIDE SHOP FOR THE ARCHITECT'S / G EER'S APPROVAL AND AS REQUIRED BY THE CUT PRIOR TO CONSTRICTION. . NO WOFK REQUIRING SHOP DRAWINGS, OR APPROVED SAMPLE INSTALLATIONS SHALL BE DONE PRIOR TO THEIR APPROVAL. N. CONTRACTOR TO COORDINATE 4 SCHEDULE INSPECT- IONS WITH BUILDING CEPA/01 4 PRE DEPART- MENT, CITY UTILITIES, WEALTH DEPARTMENT AND ALL OTHER CITY 4 COUNTY AGENCIES, AND ALSO WITH SPECIAL INSPECTIONS CONTRACTORS. 0, APPROPRIATE NEW FLOOR LSCERLAYMENTS SHALL BE INSTALLED THIROUGHOUT. CONTRACTOR TO OBTAIN (WRITTEN ACCEPTANCE OF ANY FLOOR UNIDER AYM ENT PRODUCT. TIE ARCHITECT A6S ES NO LIABILITY FOR THE FLOORING PRODUCT AND ITS CONNECTION WTH ADJACENT MATERIALS P. CONTRACTOR WALL. RAVE A COPY OF THE IN RRIO I BUILDIK6 CODE, LATEST EDITION, AND ALL CRY AMENDMENTS E4TS ON SITE FOR REFERENCE NCE TO REFERENCED SECTIONS HEREIN. Q. CONTRACTOR TO PROVIDE OUFER WITH COMPLETE RECORD DIRAJUNGS FOR THE RENOVATION WORK AND NEIU PLU1BNN S 4 IEATNG, VENTILATION, 4 AIR COiIITIONN G, ELECTRICAL SYSTEMS AS NEL.L AS OTHER WORK CONCEALED BY FLASHED SPACES INSTALLED OR ENCONTERED DORM THIS PROJECT. R PROVIDE PROTMTIO4 OF PEDESTRIAN RIGHT-OF-WAYS PER CITY 4TS OR TO'PROVIDE STET USE PERMITS FOR THIS PROJECT. A HAZARDOUS MiATERIALS: CONT1RACTOR IS RESPCNSEILE FOR ALL APPROVALS, REMOVAL, DISPOSAL 4 C 'RTSCAT10N NOT COMPLETED BY MIER AND AS REQUIRED BY LAIL • SOiL CO MONM3: THE ARCHITECT 4 OMI+ER A563 E NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS OF THE SOU, NOR VERSES ACCURACY OF DATA SUPPLIED BY OTHER& PERMITS: CONTRACTOR TO MACE NECESSARY AR- IS OR SECURE l'ECIESSARY PERMITS WITH THE CITY MERE REQUIRED FOR SiTE WORK OR TO BLOCK SIDEWALKS OR STREETS DIE TO CrON81RJGTION. • SAFETY: CONTRACTOR ILL BE RESPONSIBLE FOR ALL REWIRED SAFETY PRECAUTIONS AND 1'ETHiOD& TECHNIQUES, , OR PROCEIXPES REQUIRED TO PERFORM TEE WOK. E PROTECT ALL ADJACENT PROPERTY AND VEGETATION PROTECT AU. STREET . ,POLES, MLITT EQIIPMENT AND OTHER APPLIRTEKLANCES ON PUBLIC PROPERTY. 3/0 A SEE STRUCTURAL DRAWINGS AND NOTES FOR ADDITIONAL INFrOR1ATIC K. 40 ritlaia A INSUL ATIC>N& PROVIDE GAL.VAIC IEU.ATiO4 B ETWEEN DISERILAR METAL& CONTRACTOR MULL PAINT ALL METAL STACKS, P ETA L VeNR5, GRILLS. OR LOINEIR S INCH PROECT THiiMO WALLS OR ROOF AND APE M VEIL COLOR BY ARCHIIECT D ALL EXPOSED EXTERIOR METAL WILL eE GALVANIZED. • A STOPS 4 DAMPEN: FIRE STOPS N WALL, SC fITED CEILINGS, ETC, SHALL SE PROVIDED PER UNIFORM BUILDING CODE RECIAREMENTS. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR CUT- LETS, DUETS OR D1.ICT6 PEf+ETIRATNS FIRE RATED ASSEM'eLES, ENCLOSURES, WALLS, FLOORS OR SURFACES AS "MOUSED BY FIRE DEPARTMENT. 1100D: ALL WOOD N CONTACT WITH CONCRETE TO BE PRESSURE TREATED PER INFORM BUILDING. CODE. ALL SUCH WOOD USED N CONSTRUCTION MUST BE LOCATED AT NON- EEARNS PARTITION WALLS AND MST DE USED IN FIRE TREATED AS NDICAIED N DRAILa 6. C. BLOCKh1C: PRO ADE WHERE REQIIRED. INCLUDING, BUT NOT LIMITED TO DOORSTOPS, TOWEL OAR AND TOILET ACCESSORIES C. A FOR ACCESSILE FITS, SEE ACCESSIBILITY GUIDELIES 2010A. iA A OPe P4r6: ALL OPENINGS TO BE CAULKED, SEALED OR HEATHER- ST'RI'PPED. PROVIDE DACXER ROD PER SPECS 4 'M'444FACTU RCR'S IRECOM'ElNDATI 4S. • VAPOR VAPOR BARRIERS WILL eE INSTALLED ON THE MATED SIDE OF ALL THAI INSULATION INSTALLED. INSULATION WERE NEW OR UPGRADED INSULATION IS REQUIRED, PROVIDE INSULATION AS FOLLO IS AM AS INDICATED OiN DRA1UNS& NEW ROOF WALL INSULATION FLOOR INSULATION WALL BELOW GRADE NSU_ v Parabialaira GLAZING PROVIDE NEW GLABNG PER UNIFORM BUILDING CODE A►VND PTO N ENEMY CODE (REF. CHAPTER 5, BUILDING DESIGN BY COMMENT PERFORMANCE APPROACH). R -36 R -15 R-18 R4e GLAZING N LOCATIONS .SUBJECT TO NUM/ 4 IMPACT, SUCH AS 'PANES N DOORS, GLAZING. WITHIN A 24" ARIC a A DOOR MINING. GLAZING WITHIN 'S• OF THE FLOOR (APO IS OVER 9 SQ. FEET PER PANEL) MALI.. BE TEMPERED OR LAMNATED SAFETY GLASS PER WFOM1 BUILDING CODE SECTION 24166. GLAVNG U- VALUE: U - A0 MAXIMA OR WILL PROVIDE CCPPLETE OPFRATNG HARDWARE AND DOOR STOPS FOR EACH DOOR OR WJWow OPENING (NOTED ON SCIEDU.ES INCLUDING ALL ACCESSORIES REWIRED FOR COMPLETE NSTALLATUON MIEDER NOTED OR NOT. i0 Eilliklek A THE CONTRACTOR WILL BE eOaD TO THE FINISH SCHEDULE CF ROM S AND SPACES, OUT WILL BE ALSO RESPCN SIBLE TO PROVIDE OTHER MATERIALS NOT DESIGNATED N TIE SCHEDULE F RE.C.IJIRED 14 THE FiEL.D TO CREATE A FISHED 'PRODUCT AT WALK, FLOORS, CHILD DOORS, EN DO* ANRD ALL OiTE?R SOFFITS, IMAM, FI RIRNGS, LEVELS!% AND PATCH G IMRE REQUIRED. OBVIOUSLY, ALL AREAS WITHIN THE UNITS ARE TO EE FULLY FNISHED, PEW FNSIES TII OUSHIOJT SMALL OE REQUIRED. ARCHITECT S4AL.L GL4RFY TYPES AND COLOR OF MISES IF F QUESTIONS ARISE. 8. PROVIDE WATER RESISTANT GYPBUIM WALL- BOARD AT ALL UNIT BATHROOMS, LA NDRY ROOM UTILITY ROCJM& AND POTE+l11A,LLYT' AREAS. ISMER-RESISTANT GYPeel WAUBOARD SHALL NOT EE PISTAL.L ED OVER A VAPOR RETARDER OR ON CEILINGS. C, IBLOiCKINCv PRIOR TO RISTALUNG COB WALL PROSE IIIALK4M1 WITH OWNER AND ARCHITECT TO HELP BMW ALL NECESSARY 19LCOC13 141116 BEEN INSTALLED PRIOR TO CCMEREIG FRAM* U N GM.. • P. GYPSUM ILL4L.LBOALRD TO BE INSTALLED AS FOLLOWS AT NEW CONSTRUCTION M ESS NOTED Q5: EXTERIOR tI ILL$ RS" TYPE 'X' GRID PARTY WALLS S: OTHER INTERIOR GILIS (MIN.) GELII S %" TYPE 'X' Gina SAP TYPE 'X' TO BE INSTALLED DEHPD ALL FIXTURES NCL1DNG TUBS AND SHOUEiaS TO MAINTAIN REWIRED fMRE- RESISTIVITY E. FLAME SPREAD CLASSIFICATIONS FOR FNISIES PER U BC SECTION 804. F. ALL HALLS AND CEILINGS SHALL EE TEXTURED (ORANGE PEEL) AND PAINTED, SEE SPECFICA tr tilica (2) LAYERS •T TYPE 'X' GILD A MECHANICAL WORK SIAL.L CONFORM TO DRAWINGS AND TO MICATEP HEREIN B. PECMANIIC4L WORK SHALL BE COORONATED BY THE GENERAL CONTRACTOR WITH TEE WORK I DILATED HEREIN. C. ALL EXISTING SUPPLY WATER PLUMBING PIPE TO BE REPLACED D. PLUMBING AND SEILER PIPE SIZNGs AND MECHANICAL SIZING TO BE 14 ACCORDANCE WITH THE DRAWINGS AND WITH RECOMMENCED PRACTICES AS PER CURRENTLY ADOPTED NATIONAL, STATE OR LOCAL REGULATIONS. E. F. G. ALL SERVICE WATER PIPING WILL BE THERMALLY' INSULATED TO R -5 ALL PIPING, DUCTS AND CONDUIT SHALL BE LOCATED WITHIN NEW OR EXISTING WALLS 4 CELNG i. UNLESS NOTED OTHERIASE (OR CONCEALMENT IS NOT POSSIBLE OR .) PROVIDE SHOP DRAWINGS PRIOR TO FABRICA- TION AND I$TALLATION OF ITEMS FABRICATED N THE SHOP FOR APPROVAL BY THE ODANER. AND TIE ARCHITECT. NOTABLE ITEMS NCZ.LDE, BUT ARE NOT LIMITED TO C 481ETS AND DOOMMUNDOte CONTRACTOR TO FRAME OPENHCsS N WALLS, CEILINGS AND FLOORS FOR HIVAC AND OTHER MECHANICAL OR ELECTRICAL WORK WERE REQUIRED AND NOT OTHERWISE SHORN CON TIE PLANS PROVIDE AC:CESB DOORS WERE REQUIRED BY COPE. J. PROVIDE FIRE - TREATED WOO BACKINCs, FURRING, STRIPPING OR BLOCKING REWIRED ? FOR INSTALLATION AND ATTACHMENT OF WORK CF ALL OTI ER TRADES. PROVIDE *I3 INSTALL VENTS% FOR ALL DRYER LOCATIONS, TO OUTSIDE, AS REQUIRED BY LNFORMI BU .DING COOKIE, LNFORM"1 MECHANICAL ICAL CODE SECTION SOLE AND AS SHOWN CON comaiume. leo a a rI A ELECTRICAL WORK IS TO CONFORM TO THE DRAWINGS AND TO WORKOREGUIREMENTS INDICATED HEREIN AND BE SUITABLE FOR THE WENDED USES CF TIE SPACE& ELECTRICAL WORK WILL BE COORDINATED BY THE GENERAL CONTRACTOR MIN TIE MLORK INDICATED HERM O ALL EXISTING MIRING 5NAL.L USE REPLACED. EXCITRICAL SERVICE REQUIREMENTS ANC WIRING TO BE N ACCORDANCE MATH THE DRM*l 6 AND RECOVENDED PRACTICES AS PER CURRENTLY ADOPTED NATIONAL,, STATE, AMDIOR LOCAL IREGLLATICJNMJ. D. TIE CONTRACTOR WILL NCZ.IDE AND Pi VVI DE ALL POWER COMPANY'S COW TO WALL TEMPORARY CONSTRUCTION AND ANY NEW SERVICE TO POSER BLiLDBC . THESE COSTS WILL WILL'7E VALLTS, TRAVFORMERS, SERVICE LIDS, HANDHOLDS AND ALL OTHER EOLIFIIIENT AND LI1eCR REQUIRED AND/OR NECESSARY. TIE CONTRACTOR SILL ALSO NC; UDE ALL OTHER COSTS TO PROVIDE ADEQUATE SERVICE FRC1M THE FAC:LTIY TO TIE PONT OF THE PiOIER COMPANY'S TEI MIN AT1COlN. E. PRCNIDE 1W SOUFICES CF POSER FOR EXIT SEN S AND EMBRGBICY EXIT UGHTT F. OUTLETS M MICR LOCATIONS AND BARRER-FREE ▪ TO eE INSTALLED PER WoSI$GTON STATE BARRER-FREE CODE LCs 4 SIETCHING N =MICH AREAS PER NEC AND N! 9O ; IO A FiRE WAR ING SYSTEMS PER UNIFORM BUILDING CODE AMENDMENTS TO BE PROVIDED. B. TIE FIRE DETECTION AND ALARM SYSTEM SHALL MST THE REQUIREMENTS OF TTE WFOiRM BUILDING CODE AND AS SPECFIED N TIE UNIFORM CULDING CODE SECTION 3189. SHOP DRAWINGS WILL DE REQUIRED FOR ALARM SYSTEM(. C. PROVIDE PRE EXTNGUISIERS AND SEMI-RECESSED CABINETS AS REQUIRED BY INFORM FIRE CODE STANDARD b -L PROVIDE AND INSTALL SMOKE DETECTORS PER DRAWLING. AND THE INFORiI BUILDING CODE.. SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POTTER FIROMI TEE eUILDNG WLAIRiIC�. D. E. PROVIDE FM EXTIPEUISHERS AND CABINETS PER CITY REQUIREMENTS. ENTS LOCATE AS 81101114 ON DRAWINGS OR LOCATE ONE (1) PER UNDS SQUARE FOOT AREA AM 15' MAXIMUM DISTANCE OF TRAVEL F. WERE SBII-RECESSED CABINETS (PI ETC.) OCCUR N FIRE RATED WALLS, LINE OPENING 111TH RI" TYPE •x• GYPSUM WALI.BOARD, INCLUDING SURFACE BEHIND CARNET. G. MAINTAIN FIRE - PROTECTION REQUIREMENTS BEHIND FIXTURES AND SHOWERS. E. FIRE BLOCKS AND DRAFT -STOPS PER WFOM1 BUILDING CODE SECTIONS 100,109, 4 110 PROVIDE FIRE-STOPPING AT ALL FLOOR 4 WALL PENETRATIONS AS REQUIRED BY FiRE DEPARTMENT. 120 tifiCalieklegli A ALL PARTY WALLS, CORRIDOR WALLS Adz FLOORS SEMEN WITS WILL MEET OR EXCEED M S TC. SO OR MORE. PROyee NSULATZN AND REQUIRED TO MEET STANDARD. B. CEILINGS WILL eE CF A CONTIIJOUS FIRE - 1RESISTIVE MEMBRANE EUT MAY HAVE OFENI sS FOR COPPER SUET STEEL OR COLS P MBI NGs PIPES, DUCTS, AND ELECTRICAL CUTLET BOXES, PROVIDED TIE AREAS OF SUCH OPENINGS THROUGH TEE CEILING AGGREGATE NOT MOPE THAN We SQUARE TINGES FOR ANY TILE! SQUARE FEET OF CEILING AREA. WNiDUAL. EE OUTLET BOXES WALL BE CF STEEL AND NOT GREATER THAN 16 &Awe INCHES N AREA C. STAIR HOLES ENSURE TIE FOLLOWING AND NOTFY OWIER AND ARCHITECT OF ANY DEVIATIONS N E KISTSCs C.CJNDITION13. I) HEADROOM( 6'-8 MiPw'WM, WIDTH 36" M7IdI"NJ'1 2) TREAD 10" i'1IN % RISER 1 1/2' MMA►iXI'tPl. 3) TOP OF HANDRAIL WILL BE 34• MINIMUM AHD 30• MAXIMUM A18CiVE THE STAIR NOSING. HANDRAIL DRAL TILL eE 1141 M'8LI"U'i AND 2• MAXIMUM N CRO66 SECTION. HI NDRAIL WILL OE SPACED NOT LESS MAN 111 FROM WALL RETURN MIX CF HANDRAIL 4) AMORAI.S N COMMON AREAS SHALL COMPLY WITH WASHINGTON STATE -FREE REQIIREPENTS, EDOCEPT EOEM T. 5) ALL NTEiRIOR STAIRS ARE EXISTING CONSTRUCTION, EXCEPT PEW LOBBY STAIR WIAdiui TO4 STATE ENEMY CODE AND IMP HI GtcN STATE VENTILATION AND ,iii QUALITY CODE A ALL NCI WORK SHALL CONFOiRM TO THE IILASHINSTON STATE ENEMY CODE (WSEC) AND TIE WASHINGTON STATE VENTILATION AND N?OOR AIR CiL4LITY CODE tilLS.VIAQC1 B. TIE CEL Wl LISTED REGUIREATENTS ARE NOT ALL INCLUSIVE AND ARE FOR THE PURPOSE CF FEATIJIRIPG KEY PORTIONS CF TIE MOVE REFEREICED CODES. u ALL NEr EXTERIOR JOINTS SHALL CON- FORM TO McErC 502. 2) POI Mamma> LIGHTiNrs FIXTURES SHALL TO MI.3EC 502AA. 3) EACI4 DIELLt4G (NIT SHALL BE EGUIPMED 11TEI WOLF N OU E V ENTLATI O 4 SIM DESIGNED ac INSTALLED TO SATIIFY IIIS.VJAQ C S6GT1oN8 310312 (B4T'LATION CRITERIA FOR ALLR OCCUPANCIES FOR CONTUMELY iOPERATNG FANS) 4) WINCE IPECAC MOM FOR CONTUMELY OPE'RATIG FANS. 5) ALL OTH OCCAPANCES SHALL COMM TO . EC, 304 i) AIL. it OaC:1CHPANCES SHALL COMM TO 04APTE R 5 WPM NESIbTnrE CONTR .C't 4 ST - �A I ANY DEVIATION M EXIerr+S UMW A EVERY WEEPING EEPNG ROAM TO HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR DOOR FOR EtEllIGENCY EGRESS OR POOLE I) TIE WINDOWS WILL eE OPERABLE FROM THE INSIDE TO PROVIDE A FILL CLEAR OPENING W 4OUT TEE USE CF SEPARATE TOOLS. 2) ALL EGRESS OR RESCUE WINDOWS FRO 1 SLEEPiNG ROOMS WILL HAVE A MINIMUM NET CLEAR OPENING CF 5.1 SQUARE FEET. 3) TEE M1NN111I NET CLEAR OPENING HEIGHT PPENISION WILL BE 24 INCHES (24 "). TIE MSMJM PET CLEAR OPENING WIDTH DIMEN- SION WILL BE 20 NC3E6 (20•) 4) WHERE W PIDO11S ARE PROVIDED AS MEANS CF ESCAPE OR RESOLE, THEY WLL HAVE A FINISHED SILL (EIGHT CF NO MORE MAN 44 INCHES (44•) ABOVE TEE FLOOR B ALL HABITABLE ROOMS WTHN A DUELLING. UNIT SHALL BE PROVIDED WITH *MURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS WITH AN AREA NOT LESS THAN ONE TENTH (1/118) OF TIE FLOOR AREA CF SUCH ROOM WITH A MMINM/I OF W (TETI) =ARE FEET. C. ALL HABITABLE RC)OMS, EXCEPT KITO4ENS WITHIN A DUET LK WiTS 5144L.L BE PROVIDED WITH NA1UR4I. VENTILATIOON BY MEANS OF OPEfN'8LE EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN ONE IIIE NENTH (i'20) OF TIE FLOOR AREA CF SUCH ROOMS WITH A P1l IP II COF F1VE (5) SQUARE FEET. D. ALL SHOVER AREAS SILL eE FINISHED WITH A SMOOTH NIOI4Ae18ORBE 4T MATERIAL TO A HEIGHT OF 10• AiBOVE DRAIN DUET. THIS MATERIAL SHALL BE INSTALLED AS NOTED (OR F OTHERWISE NOT NOTED) OVER WATER - RESISTANT GYPettl WALLBOARD. WATER RESISTANT GU SHALL NOT BE INSTALLED OSIER A VAPOR RETARDER OR ON CEILINGS. . E. DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE CF SAFETY GLAZING. MATERIAL WITH MINI" M1l 23" OPENING. KITCHEN RANGE, DRYER I ATHR OM1 AND LAN DR'Y ROOM VENTILATION DUCTS SHALL HAVE S M00TR NON- arIBUSTEL.E, NON - A SOReE 4T SURFACE AND WILL BE EQUIPPED WITH BACK -DRAFT DAMPERS (INSULATE PER 15EC WERE APPLICABLE) F. M EATHIR:010, MLATER CLOSET CCMMP& IMMENTS, LAUNDRY ROOMS, AND SIMILAR ROOM, A MECHANICAL VENTILATION SYSTEM CONNECTED DIRECTLY TO Tie OUTSIDE C4PA13LE CF PROVIDNS 5 (FIVE) AIR CHANGES PER MIR WILL BE PROVIDED. SUCH SYSTEMS SHALL ESE CONNECTED DIRECTLY TO TIE OUTSIDE AND THE POINT OF DISGORGE WILL OE AT LEAST 3'-O• FROM ANY OPENING INTO THE B(LDINS. (INSULATE PER ML$EC. ILIeliE APPLICABLE) G. EVERY LP1T SHALL eE PROVIDED MATH HEATING FACILITIES CAPABLE OF MANTANING AN AVERAGE RO011U*'ERATtRE OF 10 DEGREES FAHRENHEIT N ALL 1445ITAEILE ROOMS AND eATH R OOM'B N#1N OUTSIDE AIR TEMPERATURE iS 24 DEGREES FAHEIT: a ALL OCCUPANCY AC,CESSOR'ES SUCH AS GRAB BALKS, TOWEL BARS, PAPER DISPENSERS, SOAP DISHES, ETC, PROVIDED ON OR WITHIN WALLS, SHALL BE i45TALLEO AND SEALED TO PROTECT S ELEMENTS FIC11 MOISTURE. L EXTBD FM-RESISTIVE WALL PROTECTION TO TEE SILL. PLATE WHIM AND/OR UNDER THE TUBS ANIO WOOER WITS 11801 ABUT A FIRE - RATTED WALL J. VENT OI4SES SHALL L BE CONSTRICTED FOR 11D -H0UR IRRE4RESISTIVE SHAFTS OM REWIRED. K. ALL FEW GLAZING MITER! w CF PLIA"eNCs DRAIN INLET SHALL eE SAFETY CLASS. L LIMIT SPICIER R.C11 TO 23 GPM. PER UP.C- II SHINGTGN STATE ANDIDMENTS M4AG 51- 24-I1103 - WITER EFFIcEmsy ST (b) (2). It BORAH= DOORS TO WIT'S SMALL OE le P*4. RATED AV SHALL HOVE A DEAD LATCiI MT11 AT LEAST 1 " MOM/ 114104 PBETRATES TEE STRIKER NOT LESS THAN I DEAD DOLT OR LAATO4 TO eE OPBRAOLE NaIiCW1 INSIDE Mf401UT A KEY. EACH DOOR SILL. HAVE AN °ENERVATION! PORT 54• ABOVE TIE FLOOR ALL MOSER STALLS SHALL (NAVE RE eVOiCxsrCs BETWEEN SP DO O_ C VICI14 113E ENTRY. MANTENANCE L,AUOCi1RY STORA;E aV OTHER SEMI= 11201 Dooms MST eE AND vr1Cz Oi• 4 . f O � 0 . CLI) a i, Ft' os 14) • 1.4 4ei U 0 m co O O 0 r'r • a m 111 lit m - O rn w co • O in r e d' D CI 0 1. -. to p CV 44 Nrie Ls» z O I °a KONG MI PERT SET AUCJaT 12, 2003 FOR PERT ONLY insoixesr es MI P111.rwaOM MIMI dIPPLICANCIA //0 ID SSW ID MAID NO PCIONICANDII RlIll'AMMO DAVG mu GENERAL NOTES UT: WA PLOT D kTE: C:kD FILE: PROJ. MGR.: DR%FTFR: JD MIT ia •4002 PEMOL ITI ON NOTES: I. DEMOLITION REWIRED FOR REPAIRS, RENOVATION AND UPGRADES: FOLLOW STRUCTURAL DETAILS TO DETERMINE EXTENT COF DEMOLITION REQUIRED TO WALL NEW STRUCTURAL ELEMENT& LEAVE AS MUCH OF THE EXISTING BUILDING AS 2. REMOVE ALL EXiSTNG FLOORII` AND MASTIC. RE -MOVE tt$4OLE VINYL TILES, NOT 14 PIECES, ALONG WiTH MASTIC. (SEE ILAZ -MAT SPECIFICATIONS.) REMOVE ALL EXISTING VINYL FLOOTRINCx AND CARPET THROUGH= WITS REMOVE SUBFLOORING NCLIDN% CUT NOT LIMITED TO TEE FOLLOWING: A WIT KITCHEN 5. WIT BATHROOMS 4. REMOVE ALL EXISTING DRYTUALL AT WALLS, CELNGS, ALND OTHER LOCATIONS. REMOVE ALL EXiSTN% ACOUSTICAL TILE CEILINGS AND MASTIC. (SEE $441 -MAT SPECIFICATIONS) 5. REFER TO NEW FLOOR PLANS FOR LOCATION OF NEW WORK INCLUDING NEW PLUMBING AND ELECTRICAL SYSTE 1 CONTRACTORS ABILITY TO WOIR1( WTHN EXISTING CRA1lJSPACES iS SPATIALLY RESTRICTED. AT CONTRACTORS OPTION, ACCESS TO CRAALLSPACE MAY BE GAINED BY REMOVING EXiSTP1 PLYWOOD SUBFLOORNG AND INSULATION. WERE SU°FLOORNG AND INS(LATICN IS REMOVED, IT SHALL BE REPLACED WITH PEW COX PLYWOOD AND NSLL.ATICN AT NO ADDITIONAL COST TO THE OILIER PROJECT BIDS SHALL ANTICIPATE. REMOVE EXISTING SLeFLOoR SEE STRUCTURAL PLANS FOR DI TIC LAYOUT OF °I eFLOOR REMOVAL/ FE PLACEI'ENT ALONG WiTH ASSOCIATED DETAILS. 6. FOR DEMOLITION TO ALLOW FOR PEW MECHANICAL AND ELECTRICAL WORK, REFER TO SPECIFICATIONS AND DRAWINGS. PRIOR TO START OF DEMOLITION RN TRACERS TO DETERM E EXISTING LIE LOCATIONS, F NECESSARY. PROVIDE NEW FLOOR AND CEiLNG PENETRATIONS FOR PLI,I"'E3NG, HEATING AND ELECTRICAL CONDUITS. ALL CORE DRILLING IS TO BE COORDINATED WITH THE ARCHITECT, BUILPK OWNER, AND STRUCTURAL ENGINEER YER4MIFY ANY CO fRE DRILLING RESTRICTIONS 4S W/ ARCHITECT AND STRUCTURAL PRIOR TO START OF WORK. S EXISTING FRAMED INTERIOR PARTITION WALLS ON ALL FLOORS ARE PRIMARILY WOOD STUDS WITH G116 EACH SIDE (EXISIT14G MB TO BE REMOVED.) S. REMOVE EXISTING WALL SECTIONS AS REQIIREDD FOR PEW WORK. 10 REMOVE ALL EXISTING WATER SUPPLY PLUMBING PIPE AND ELECTRICAL WARNCs TO ACCO MODATE NEW PULP PIG AND ELECTRICAL SYSTEM INSTALLATIONS. II. SEE SPECFICATIOiNS FOR HAZ -MAT IFORIATI0PI. A381!'E ALL EXISTING CONDITIONS INCLUDING FLOORS, WALLS AND CEILINGS TO CONTAIN HAZARDOUS MATERIALS (ASBESTOS, ETC.) UNLESS SPECIFICALLY K 1OIIN (AND TESTED) OTHERWISE. CONTRACTORMAY PROVIDE ADDITIONAL TESTING AT THEIR OPTION AND EXPENSE. PROVIDE ALL 144Z-MAT D MOLiTION, REMOVAL AND C.ERTFICATIGW4 N ACCORDANCE WITH ALL EXISTS% CODES AND REG LATIONS3 S GENERAL NOTES: It IMENLBEIraintaat A A 3 -COLOR 4' x S' PLYlU00D PRROJECT SIGN AS DIRECTED BY THE OWNER. OWLPER WILL PRO- VIDE SIGNAGE. LETTERING, PANTS AND MOUNTING WALL BE BY O(IER B. : THE DRAWINGS ARE INTENDED TO DESCRIBE TIE OVERALL SCOPE OF WORK CONTRACTORS WILL FIELD VERIFY EXISTS% CONDITIONS AID ALERT ARCH/ OMAER TO ANY UNFORESEEN C.ONSTlR1JC- TiON DIFFICULTIES BEFORE BEGINNING WORK. FELD VERFICATION SHALL NCLLDE, BUT NOT BE LIMITED TO TI406E REQUIRED FOR NEW DOORS, EASEWORK, AND CABINETRY. C. UTILITIES. TEE CONTRACTOR WILL BE RESPONSIBLE FOR VERFICATION CF ALL EXiiSTNG UTILITIES. TIE CONTRACTOR WILL BE RESPONSIBLE FOR TEMPORARY UTILITIES. CARE MUST EIE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTLITES 4Nn SERVICE. D. PRE - CONSTRUCTION PEETIP PRIOR TO MY CONSTRUCTION OR DEVELOPMENT ACTIVITY, THE CONTRACTOR WILL SCHEDULE A PRE-CONSTRETION PEET14 WITH THE LOCAL BUILDING DEPARTMENT OR LOCAL PUBLIC WORKS DEPARTMDIT. YERFY all4104 AGENCY WOULD BE INVOLVED. DU RNG THIS THE CONTRACTOR WILL PROVIDE LOCAL INSPECTOR WITH A PROPOSED CONSTRUCTION SCHEDULE. THE CONTRACTOR AND INSPECTOR WILL THEN TENTATIVELY SCHEDULE SEVERAL PHASED INSPECTIONS. E. PHASING. THE PROJECT SHALL eE PHASED TO ALLOW PARTIAL OCCUPANCY OF TIE WE TO REIMAN L IH1LE CONSTRUCTION IS UNDERWAY. NECESSARY PRECAUTIONS SHALL BE TA /334 FOR SAFETY AND WELL-BENS OF 04-SITE RESIDENTS F. ABBREVIATIONS: TI. OUGI4OUT THE PLANS ARE ABBREVIATIONS W404 ARE t4 COMMON USE. REFER TO TEE SPECIFICATIONS FOR DEFNiTIONS THE ARRW1TECT WILL DEFiE ANY THAT ARE N QUESTION C. REPETITIVE: TYPICAL WALL SECTIONS, TRIM FINISHES AND DETAILS ARE NOT INDICATED EVERYILIERE THEY OCCUR ON PLANTS ELEVATIONS AND SECTIOt REFER TO DETAILED DRAIIFIG$ CONTRACTOR TO PROVIDE WORK THROUGHOUT F DRAIN N RLL. 14. TIONS: CONTRACTOR MALL OBTAIN AMID PAY FOR ALL PERMITS NECESSARY OTHER THAN THE BASIC I3ULDS% PERMIT. CONTRACTOR WILL ALSO PAY FOR 4 SECURE THE PLIMBNS PERNT AND PAY ALL OTHER MOWS, FEES, OR COSTS C ARCED BY TIE BUILDING AND CONSTRUCTION DEPARIT'UNTS, UTILITY ACIENCES, OR PRIVATE COMPANIES WicHI REQUIRE $UCHH COSTS FOR OR PRIOR TO INSTALLATION&. I NOTHN G 14 THE DRAWINGS AND/OR THE SPEC( ICAATIONS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION N VIOLATION COF AIc'P'LICADLE CODES ANC/OR RESTRICTIONS SHOULD MY CHANGE N THE DRAWINGS BE NECESSARY N ORDER TO COMPLY WITH APPLICABLE CODES AND/OR REQUIREMENTS, THE CONTRACTOR WILL NOTFY THE ARCHITECT AT ONCE AND CEASE WORK . WORK ON ALL. PARTS OF THIS CONTRACT WILL BE N FILL ACCORDANCE MJTTH THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUREiM U5 AND CODE& ALL WHOM( RILL COPFOIa1 TO THE LATEST IDITTON. INFORi'1 BUILDING: CODE (UDC) NCLIL7NCs ALL AMENDMENTS ADOPTED BY THE CITY. CON UCT: N CASE a ANY CONFLICT MIERENL THE METHODS OR STANDARDS CF HSTALLAT CII OR THE MATERIALS SPEC1FED DO NOT 521 ALL OR EXOEED THE REQUIREMENTS OF TIE LAWS OR ORDNANCES. THE LAM OR IQ.1. GOVERN. NOTIFY THE ARCHITECT OF ALL CONPIJCTS. L. DIMENSIONS: SURVEY: DPENSIC7NS OF SiTE CONDITIONS AND EXISTING BUILDINGS ARE BASED ON tF ORIMATION SUPPLED BY Oi?IGINAL CONSTRICTION DRAINS& AIRGEITECT BEARS NO TTY FOR ACCURACY OF PREVIOUS DRAWING & DIMENSIONS ARE TYPICALLY SHOIIN FROM FACE OF EXISTING FINISHES TO FACE OF NEW STUDS AT INTERIOR WALLS, UNLESS DETAILED ON DRAWINGS. DO NOT SCALE DRAWING& THE CONTRACTOR SHALL USE DrENSIONS 614011/4 ON THE DRAWINGS AND ACTUAL FELD MEASURE1ENTS. NOTFY THE ARCHITECT F MY DISCREPANCIES ARE FOUND. TiE: CONTRACTOR WILL VERIFY ALL ROUGH-N DIMENSIONS FOR THE EGYiIP ENT RIP/41S1ED AND INSTALLED BY HIMSELF OR 3E ELF OR OTEEM TEE CONTRACTOR E.1 WILL. � CCP$tLT TEE PLANS OF TRADES ADES FOR OPENINGS TWROUG14 BLAB& LLJALLS, CELNG6 AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, AND EQUIPMENT, AND WILL VERFY TIE SIZES AND LOCATIONS WITH SUBCONTRACTORS. M. 614OP & PROVIDE SHOP FOR THE ARCHITECT'S / G EER'S APPROVAL AND AS REQUIRED BY THE CUT PRIOR TO CONSTRICTION. . NO WOFK REQUIRING SHOP DRAWINGS, OR APPROVED SAMPLE INSTALLATIONS SHALL BE DONE PRIOR TO THEIR APPROVAL. N. CONTRACTOR TO COORDINATE 4 SCHEDULE INSPECT- IONS WITH BUILDING CEPA/01 4 PRE DEPART- MENT, CITY UTILITIES, WEALTH DEPARTMENT AND ALL OTHER CITY 4 COUNTY AGENCIES, AND ALSO WITH SPECIAL INSPECTIONS CONTRACTORS. 0, APPROPRIATE NEW FLOOR LSCERLAYMENTS SHALL BE INSTALLED THIROUGHOUT. CONTRACTOR TO OBTAIN (WRITTEN ACCEPTANCE OF ANY FLOOR UNIDER AYM ENT PRODUCT. TIE ARCHITECT A6S ES NO LIABILITY FOR THE FLOORING PRODUCT AND ITS CONNECTION WTH ADJACENT MATERIALS P. CONTRACTOR WALL. RAVE A COPY OF THE IN RRIO I BUILDIK6 CODE, LATEST EDITION, AND ALL CRY AMENDMENTS E4TS ON SITE FOR REFERENCE NCE TO REFERENCED SECTIONS HEREIN. Q. CONTRACTOR TO PROVIDE OUFER WITH COMPLETE RECORD DIRAJUNGS FOR THE RENOVATION WORK AND NEIU PLU1BNN S 4 IEATNG, VENTILATION, 4 AIR COiIITIONN G, ELECTRICAL SYSTEMS AS NEL.L AS OTHER WORK CONCEALED BY FLASHED SPACES INSTALLED OR ENCONTERED DORM THIS PROJECT. R PROVIDE PROTMTIO4 OF PEDESTRIAN RIGHT-OF-WAYS PER CITY 4TS OR TO'PROVIDE STET USE PERMITS FOR THIS PROJECT. A HAZARDOUS MiATERIALS: CONT1RACTOR IS RESPCNSEILE FOR ALL APPROVALS, REMOVAL, DISPOSAL 4 C 'RTSCAT10N NOT COMPLETED BY MIER AND AS REQUIRED BY LAIL • SOiL CO MONM3: THE ARCHITECT 4 OMI+ER A563 E NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS OF THE SOU, NOR VERSES ACCURACY OF DATA SUPPLIED BY OTHER& PERMITS: CONTRACTOR TO MACE NECESSARY AR- IS OR SECURE l'ECIESSARY PERMITS WITH THE CITY MERE REQUIRED FOR SiTE WORK OR TO BLOCK SIDEWALKS OR STREETS DIE TO CrON81RJGTION. • SAFETY: CONTRACTOR ILL BE RESPONSIBLE FOR ALL REWIRED SAFETY PRECAUTIONS AND 1'ETHiOD& TECHNIQUES, , OR PROCEIXPES REQUIRED TO PERFORM TEE WOK. E PROTECT ALL ADJACENT PROPERTY AND VEGETATION PROTECT AU. STREET . ,POLES, MLITT EQIIPMENT AND OTHER APPLIRTEKLANCES ON PUBLIC PROPERTY. 3/0 A SEE STRUCTURAL DRAWINGS AND NOTES FOR ADDITIONAL INFrOR1ATIC K. 40 ritlaia A INSUL ATIC>N& PROVIDE GAL.VAIC IEU.ATiO4 B ETWEEN DISERILAR METAL& CONTRACTOR MULL PAINT ALL METAL STACKS, P ETA L VeNR5, GRILLS. OR LOINEIR S INCH PROECT THiiMO WALLS OR ROOF AND APE M VEIL COLOR BY ARCHIIECT D ALL EXPOSED EXTERIOR METAL WILL eE GALVANIZED. • A STOPS 4 DAMPEN: FIRE STOPS N WALL, SC fITED CEILINGS, ETC, SHALL SE PROVIDED PER UNIFORM BUILDING CODE RECIAREMENTS. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR CUT- LETS, DUETS OR D1.ICT6 PEf+ETIRATNS FIRE RATED ASSEM'eLES, ENCLOSURES, WALLS, FLOORS OR SURFACES AS "MOUSED BY FIRE DEPARTMENT. 1100D: ALL WOOD N CONTACT WITH CONCRETE TO BE PRESSURE TREATED PER INFORM BUILDING. CODE. ALL SUCH WOOD USED N CONSTRUCTION MUST BE LOCATED AT NON- EEARNS PARTITION WALLS AND MST DE USED IN FIRE TREATED AS NDICAIED N DRAILa 6. C. BLOCKh1C: PRO ADE WHERE REQIIRED. INCLUDING, BUT NOT LIMITED TO DOORSTOPS, TOWEL OAR AND TOILET ACCESSORIES C. A FOR ACCESSILE FITS, SEE ACCESSIBILITY GUIDELIES 2010A. iA A OPe P4r6: ALL OPENINGS TO BE CAULKED, SEALED OR HEATHER- ST'RI'PPED. PROVIDE DACXER ROD PER SPECS 4 'M'444FACTU RCR'S IRECOM'ElNDATI 4S. • VAPOR VAPOR BARRIERS WILL eE INSTALLED ON THE MATED SIDE OF ALL THAI INSULATION INSTALLED. INSULATION WERE NEW OR UPGRADED INSULATION IS REQUIRED, PROVIDE INSULATION AS FOLLO IS AM AS INDICATED OiN DRA1UNS& NEW ROOF WALL INSULATION FLOOR INSULATION WALL BELOW GRADE NSU_ v Parabialaira GLAZING PROVIDE NEW GLABNG PER UNIFORM BUILDING CODE A►VND PTO N ENEMY CODE (REF. CHAPTER 5, BUILDING DESIGN BY COMMENT PERFORMANCE APPROACH). R -36 R -15 R-18 R4e GLAZING N LOCATIONS .SUBJECT TO NUM/ 4 IMPACT, SUCH AS 'PANES N DOORS, GLAZING. WITHIN A 24" ARIC a A DOOR MINING. GLAZING WITHIN 'S• OF THE FLOOR (APO IS OVER 9 SQ. FEET PER PANEL) MALI.. BE TEMPERED OR LAMNATED SAFETY GLASS PER WFOM1 BUILDING CODE SECTION 24166. GLAVNG U- VALUE: U - A0 MAXIMA OR WILL PROVIDE CCPPLETE OPFRATNG HARDWARE AND DOOR STOPS FOR EACH DOOR OR WJWow OPENING (NOTED ON SCIEDU.ES INCLUDING ALL ACCESSORIES REWIRED FOR COMPLETE NSTALLATUON MIEDER NOTED OR NOT. i0 Eilliklek A THE CONTRACTOR WILL BE eOaD TO THE FINISH SCHEDULE CF ROM S AND SPACES, OUT WILL BE ALSO RESPCN SIBLE TO PROVIDE OTHER MATERIALS NOT DESIGNATED N TIE SCHEDULE F RE.C.IJIRED 14 THE FiEL.D TO CREATE A FISHED 'PRODUCT AT WALK, FLOORS, CHILD DOORS, EN DO* ANRD ALL OiTE?R SOFFITS, IMAM, FI RIRNGS, LEVELS!% AND PATCH G IMRE REQUIRED. OBVIOUSLY, ALL AREAS WITHIN THE UNITS ARE TO EE FULLY FNISHED, PEW FNSIES TII OUSHIOJT SMALL OE REQUIRED. ARCHITECT S4AL.L GL4RFY TYPES AND COLOR OF MISES IF F QUESTIONS ARISE. 8. PROVIDE WATER RESISTANT GYPBUIM WALL- BOARD AT ALL UNIT BATHROOMS, LA NDRY ROOM UTILITY ROCJM& AND POTE+l11A,LLYT' AREAS. ISMER-RESISTANT GYPeel WAUBOARD SHALL NOT EE PISTAL.L ED OVER A VAPOR RETARDER OR ON CEILINGS. C, IBLOiCKINCv PRIOR TO RISTALUNG COB WALL PROSE IIIALK4M1 WITH OWNER AND ARCHITECT TO HELP BMW ALL NECESSARY 19LCOC13 141116 BEEN INSTALLED PRIOR TO CCMEREIG FRAM* U N GM.. • P. GYPSUM ILL4L.LBOALRD TO BE INSTALLED AS FOLLOWS AT NEW CONSTRUCTION M ESS NOTED Q5: EXTERIOR tI ILL$ RS" TYPE 'X' GRID PARTY WALLS S: OTHER INTERIOR GILIS (MIN.) GELII S %" TYPE 'X' Gina SAP TYPE 'X' TO BE INSTALLED DEHPD ALL FIXTURES NCL1DNG TUBS AND SHOUEiaS TO MAINTAIN REWIRED fMRE- RESISTIVITY E. FLAME SPREAD CLASSIFICATIONS FOR FNISIES PER U BC SECTION 804. F. ALL HALLS AND CEILINGS SHALL EE TEXTURED (ORANGE PEEL) AND PAINTED, SEE SPECFICA tr tilica (2) LAYERS •T TYPE 'X' GILD A MECHANICAL WORK SIAL.L CONFORM TO DRAWINGS AND TO MICATEP HEREIN B. PECMANIIC4L WORK SHALL BE COORONATED BY THE GENERAL CONTRACTOR WITH TEE WORK I DILATED HEREIN. C. ALL EXISTING SUPPLY WATER PLUMBING PIPE TO BE REPLACED D. PLUMBING AND SEILER PIPE SIZNGs AND MECHANICAL SIZING TO BE 14 ACCORDANCE WITH THE DRAWINGS AND WITH RECOMMENCED PRACTICES AS PER CURRENTLY ADOPTED NATIONAL, STATE OR LOCAL REGULATIONS. E. F. G. ALL SERVICE WATER PIPING WILL BE THERMALLY' INSULATED TO R -5 ALL PIPING, DUCTS AND CONDUIT SHALL BE LOCATED WITHIN NEW OR EXISTING WALLS 4 CELNG i. UNLESS NOTED OTHERIASE (OR CONCEALMENT IS NOT POSSIBLE OR .) PROVIDE SHOP DRAWINGS PRIOR TO FABRICA- TION AND I$TALLATION OF ITEMS FABRICATED N THE SHOP FOR APPROVAL BY THE ODANER. AND TIE ARCHITECT. NOTABLE ITEMS NCZ.LDE, BUT ARE NOT LIMITED TO C 481ETS AND DOOMMUNDOte CONTRACTOR TO FRAME OPENHCsS N WALLS, CEILINGS AND FLOORS FOR HIVAC AND OTHER MECHANICAL OR ELECTRICAL WORK WERE REQUIRED AND NOT OTHERWISE SHORN CON TIE PLANS PROVIDE AC:CESB DOORS WERE REQUIRED BY COPE. J. PROVIDE FIRE - TREATED WOO BACKINCs, FURRING, STRIPPING OR BLOCKING REWIRED ? FOR INSTALLATION AND ATTACHMENT OF WORK CF ALL OTI ER TRADES. PROVIDE *I3 INSTALL VENTS% FOR ALL DRYER LOCATIONS, TO OUTSIDE, AS REQUIRED BY LNFORMI BU .DING COOKIE, LNFORM"1 MECHANICAL ICAL CODE SECTION SOLE AND AS SHOWN CON comaiume. leo a a rI A ELECTRICAL WORK IS TO CONFORM TO THE DRAWINGS AND TO WORKOREGUIREMENTS INDICATED HEREIN AND BE SUITABLE FOR THE WENDED USES CF TIE SPACE& ELECTRICAL WORK WILL BE COORDINATED BY THE GENERAL CONTRACTOR MIN TIE MLORK INDICATED HERM O ALL EXISTING MIRING 5NAL.L USE REPLACED. EXCITRICAL SERVICE REQUIREMENTS ANC WIRING TO BE N ACCORDANCE MATH THE DRM*l 6 AND RECOVENDED PRACTICES AS PER CURRENTLY ADOPTED NATIONAL,, STATE, AMDIOR LOCAL IREGLLATICJNMJ. D. TIE CONTRACTOR WILL NCZ.IDE AND Pi VVI DE ALL POWER COMPANY'S COW TO WALL TEMPORARY CONSTRUCTION AND ANY NEW SERVICE TO POSER BLiLDBC . THESE COSTS WILL WILL'7E VALLTS, TRAVFORMERS, SERVICE LIDS, HANDHOLDS AND ALL OTHER EOLIFIIIENT AND LI1eCR REQUIRED AND/OR NECESSARY. TIE CONTRACTOR SILL ALSO NC; UDE ALL OTHER COSTS TO PROVIDE ADEQUATE SERVICE FRC1M THE FAC:LTIY TO TIE PONT OF THE PiOIER COMPANY'S TEI MIN AT1COlN. E. PRCNIDE 1W SOUFICES CF POSER FOR EXIT SEN S AND EMBRGBICY EXIT UGHTT F. OUTLETS M MICR LOCATIONS AND BARRER-FREE ▪ TO eE INSTALLED PER WoSI$GTON STATE BARRER-FREE CODE LCs 4 SIETCHING N =MICH AREAS PER NEC AND N! 9O ; IO A FiRE WAR ING SYSTEMS PER UNIFORM BUILDING CODE AMENDMENTS TO BE PROVIDED. B. TIE FIRE DETECTION AND ALARM SYSTEM SHALL MST THE REQUIREMENTS OF TTE WFOiRM BUILDING CODE AND AS SPECFIED N TIE UNIFORM CULDING CODE SECTION 3189. SHOP DRAWINGS WILL DE REQUIRED FOR ALARM SYSTEM(. C. PROVIDE PRE EXTNGUISIERS AND SEMI-RECESSED CABINETS AS REQUIRED BY INFORM FIRE CODE STANDARD b -L PROVIDE AND INSTALL SMOKE DETECTORS PER DRAWLING. AND THE INFORiI BUILDING CODE.. SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POTTER FIROMI TEE eUILDNG WLAIRiIC�. D. E. PROVIDE FM EXTIPEUISHERS AND CABINETS PER CITY REQUIREMENTS. ENTS LOCATE AS 81101114 ON DRAWINGS OR LOCATE ONE (1) PER UNDS SQUARE FOOT AREA AM 15' MAXIMUM DISTANCE OF TRAVEL F. WERE SBII-RECESSED CABINETS (PI ETC.) OCCUR N FIRE RATED WALLS, LINE OPENING 111TH RI" TYPE •x• GYPSUM WALI.BOARD, INCLUDING SURFACE BEHIND CARNET. G. MAINTAIN FIRE - PROTECTION REQUIREMENTS BEHIND FIXTURES AND SHOWERS. E. FIRE BLOCKS AND DRAFT -STOPS PER WFOM1 BUILDING CODE SECTIONS 100,109, 4 110 PROVIDE FIRE-STOPPING AT ALL FLOOR 4 WALL PENETRATIONS AS REQUIRED BY FiRE DEPARTMENT. 120 tifiCalieklegli A ALL PARTY WALLS, CORRIDOR WALLS Adz FLOORS SEMEN WITS WILL MEET OR EXCEED M S TC. SO OR MORE. PROyee NSULATZN AND REQUIRED TO MEET STANDARD. B. CEILINGS WILL eE CF A CONTIIJOUS FIRE - 1RESISTIVE MEMBRANE EUT MAY HAVE OFENI sS FOR COPPER SUET STEEL OR COLS P MBI NGs PIPES, DUCTS, AND ELECTRICAL CUTLET BOXES, PROVIDED TIE AREAS OF SUCH OPENINGS THROUGH TEE CEILING AGGREGATE NOT MOPE THAN We SQUARE TINGES FOR ANY TILE! SQUARE FEET OF CEILING AREA. WNiDUAL. EE OUTLET BOXES WALL BE CF STEEL AND NOT GREATER THAN 16 &Awe INCHES N AREA C. STAIR HOLES ENSURE TIE FOLLOWING AND NOTFY OWIER AND ARCHITECT OF ANY DEVIATIONS N E KISTSCs C.CJNDITION13. I) HEADROOM( 6'-8 MiPw'WM, WIDTH 36" M7IdI"NJ'1 2) TREAD 10" i'1IN % RISER 1 1/2' MMA►iXI'tPl. 3) TOP OF HANDRAIL WILL BE 34• MINIMUM AHD 30• MAXIMUM A18CiVE THE STAIR NOSING. HANDRAIL DRAL TILL eE 1141 M'8LI"U'i AND 2• MAXIMUM N CRO66 SECTION. HI NDRAIL WILL OE SPACED NOT LESS MAN 111 FROM WALL RETURN MIX CF HANDRAIL 4) AMORAI.S N COMMON AREAS SHALL COMPLY WITH WASHINGTON STATE -FREE REQIIREPENTS, EDOCEPT EOEM T. 5) ALL NTEiRIOR STAIRS ARE EXISTING CONSTRUCTION, EXCEPT PEW LOBBY STAIR WIAdiui TO4 STATE ENEMY CODE AND IMP HI GtcN STATE VENTILATION AND ,iii QUALITY CODE A ALL NCI WORK SHALL CONFOiRM TO THE IILASHINSTON STATE ENEMY CODE (WSEC) AND TIE WASHINGTON STATE VENTILATION AND N?OOR AIR CiL4LITY CODE tilLS.VIAQC1 B. TIE CEL Wl LISTED REGUIREATENTS ARE NOT ALL INCLUSIVE AND ARE FOR THE PURPOSE CF FEATIJIRIPG KEY PORTIONS CF TIE MOVE REFEREICED CODES. u ALL NEr EXTERIOR JOINTS SHALL CON- FORM TO McErC 502. 2) POI Mamma> LIGHTiNrs FIXTURES SHALL TO MI.3EC 502AA. 3) EACI4 DIELLt4G (NIT SHALL BE EGUIPMED 11TEI WOLF N OU E V ENTLATI O 4 SIM DESIGNED ac INSTALLED TO SATIIFY IIIS.VJAQ C S6GT1oN8 310312 (B4T'LATION CRITERIA FOR ALLR OCCUPANCIES FOR CONTUMELY iOPERATNG FANS) 4) WINCE IPECAC MOM FOR CONTUMELY OPE'RATIG FANS. 5) ALL OTH OCCAPANCES SHALL COMM TO . EC, 304 i) AIL. it OaC:1CHPANCES SHALL COMM TO 04APTE R 5 WPM NESIbTnrE CONTR .C't 4 ST - �A I ANY DEVIATION M EXIerr+S UMW A EVERY WEEPING EEPNG ROAM TO HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR DOOR FOR EtEllIGENCY EGRESS OR POOLE I) TIE WINDOWS WILL eE OPERABLE FROM THE INSIDE TO PROVIDE A FILL CLEAR OPENING W 4OUT TEE USE CF SEPARATE TOOLS. 2) ALL EGRESS OR RESCUE WINDOWS FRO 1 SLEEPiNG ROOMS WILL HAVE A MINIMUM NET CLEAR OPENING CF 5.1 SQUARE FEET. 3) TEE M1NN111I NET CLEAR OPENING HEIGHT PPENISION WILL BE 24 INCHES (24 "). TIE MSMJM PET CLEAR OPENING WIDTH DIMEN- SION WILL BE 20 NC3E6 (20•) 4) WHERE W PIDO11S ARE PROVIDED AS MEANS CF ESCAPE OR RESOLE, THEY WLL HAVE A FINISHED SILL (EIGHT CF NO MORE MAN 44 INCHES (44•) ABOVE TEE FLOOR B ALL HABITABLE ROOMS WTHN A DUELLING. UNIT SHALL BE PROVIDED WITH *MURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS WITH AN AREA NOT LESS THAN ONE TENTH (1/118) OF TIE FLOOR AREA CF SUCH ROOM WITH A MMINM/I OF W (TETI) =ARE FEET. C. ALL HABITABLE RC)OMS, EXCEPT KITO4ENS WITHIN A DUET LK WiTS 5144L.L BE PROVIDED WITH NA1UR4I. VENTILATIOON BY MEANS OF OPEfN'8LE EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN ONE IIIE NENTH (i'20) OF TIE FLOOR AREA CF SUCH ROOMS WITH A P1l IP II COF F1VE (5) SQUARE FEET. D. ALL SHOVER AREAS SILL eE FINISHED WITH A SMOOTH NIOI4Ae18ORBE 4T MATERIAL TO A HEIGHT OF 10• AiBOVE DRAIN DUET. THIS MATERIAL SHALL BE INSTALLED AS NOTED (OR F OTHERWISE NOT NOTED) OVER WATER - RESISTANT GYPettl WALLBOARD. WATER RESISTANT GU SHALL NOT BE INSTALLED OSIER A VAPOR RETARDER OR ON CEILINGS. . E. DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE CF SAFETY GLAZING. MATERIAL WITH MINI" M1l 23" OPENING. KITCHEN RANGE, DRYER I ATHR OM1 AND LAN DR'Y ROOM VENTILATION DUCTS SHALL HAVE S M00TR NON- arIBUSTEL.E, NON - A SOReE 4T SURFACE AND WILL BE EQUIPPED WITH BACK -DRAFT DAMPERS (INSULATE PER 15EC WERE APPLICABLE) F. M EATHIR:010, MLATER CLOSET CCMMP& IMMENTS, LAUNDRY ROOMS, AND SIMILAR ROOM, A MECHANICAL VENTILATION SYSTEM CONNECTED DIRECTLY TO Tie OUTSIDE C4PA13LE CF PROVIDNS 5 (FIVE) AIR CHANGES PER MIR WILL BE PROVIDED. SUCH SYSTEMS SHALL ESE CONNECTED DIRECTLY TO TIE OUTSIDE AND THE POINT OF DISGORGE WILL OE AT LEAST 3'-O• FROM ANY OPENING INTO THE B(LDINS. (INSULATE PER ML$EC. ILIeliE APPLICABLE) G. EVERY LP1T SHALL eE PROVIDED MATH HEATING FACILITIES CAPABLE OF MANTANING AN AVERAGE RO011U*'ERATtRE OF 10 DEGREES FAHRENHEIT N ALL 1445ITAEILE ROOMS AND eATH R OOM'B N#1N OUTSIDE AIR TEMPERATURE iS 24 DEGREES FAHEIT: a ALL OCCUPANCY AC,CESSOR'ES SUCH AS GRAB BALKS, TOWEL BARS, PAPER DISPENSERS, SOAP DISHES, ETC, PROVIDED ON OR WITHIN WALLS, SHALL BE i45TALLEO AND SEALED TO PROTECT S ELEMENTS FIC11 MOISTURE. L EXTBD FM-RESISTIVE WALL PROTECTION TO TEE SILL. PLATE WHIM AND/OR UNDER THE TUBS ANIO WOOER WITS 11801 ABUT A FIRE - RATTED WALL J. VENT OI4SES SHALL L BE CONSTRICTED FOR 11D -H0UR IRRE4RESISTIVE SHAFTS OM REWIRED. K. ALL FEW GLAZING MITER! w CF PLIA"eNCs DRAIN INLET SHALL eE SAFETY CLASS. L LIMIT SPICIER R.C11 TO 23 GPM. PER UP.C- II SHINGTGN STATE ANDIDMENTS M4AG 51- 24-I1103 - WITER EFFIcEmsy ST (b) (2). It BORAH= DOORS TO WIT'S SMALL OE le P*4. RATED AV SHALL HOVE A DEAD LATCiI MT11 AT LEAST 1 " MOM/ 114104 PBETRATES TEE STRIKER NOT LESS THAN I DEAD DOLT OR LAATO4 TO eE OPBRAOLE NaIiCW1 INSIDE Mf401UT A KEY. EACH DOOR SILL. HAVE AN °ENERVATION! PORT 54• ABOVE TIE FLOOR ALL MOSER STALLS SHALL (NAVE RE eVOiCxsrCs BETWEEN SP DO O_ C VICI14 113E ENTRY. MANTENANCE L,AUOCi1RY STORA;E aV OTHER SEMI= 11201 Dooms MST eE AND vr1Cz Oi• 4 . f O � 0 . CLI) a i, Ft' os 14) • 1.4 4ei U 0 m co O O 0 r'r • a m 111 lit m - O rn w co • O in r e d' D CI 0 1. -. to p CV 44 Nrie Ls» z O I i r r r r r r r r r I I r r 1 1 1 1 I I r 1 1 1 `N, SITE LEGEND � aPA& SPACE ANT LOCATION, vaRFr REPLACE MT coves, SEE SPEcrCAna►is RR REPLACE ANT caAER aV mane CONCRETE CRACK Al vBNT OP@IIA E$ 81FIlC1lR/ll CRACK N CONCRETE FpWATION LOLL •--110* CRAWL SPACE vENT LOCATION AT wNICN GRADE SLOPES TOWARDS OPENING. I $TALL GrALvANIZED YSc ow ELL. SEE DETAIL 2 4 3 ON SSW MI A • i I UNIT 14468 ISEE $TFUC1'I AL 1 A • UNIT 14466 BLDG B UNIT 14464 UNIT 14462 UNIT 14460 NOTE: ALL BUILDINGS AND UNIT5 U1ITI-4IN 514I4LL BE RENOVATED EXCEPT BUILDING I4 (SENIOR 1- 1OUSING) AND NE COMMUNITY BUILDING. SEE 514EETS 421.1 NROUG14 421.4 FOR ENLARGED BUILDING PLANS. PROPERTY LINE PROPERTY LINE TYPICAL EXISTING GALVANIZED VENT WELL PROPERTY LINE 03- 278 0 R110 INIT 14465 BLDG UNIT 14467 IT 14471 UNIT 14448 UNIT 14450 UNIT 14452 UNIT 14454 UNIT 14458 � COMMUNITY BLDG 1 UN1T14438 I UNIT 14436 go BLDG IJNIT 14434 UNIT 14432 SECTION AT CRAWL SPACE VENT I/2" DI A ROIH /;/\,// � /i',/ \// //j ______SILL,_< /\ / / / \ / \ 'e \ \ \ / / \ / � • 0 ai co to CI 0 0 .5 cq m e `i 0-4 .1"1'• .4 %.■%%.. 2 It — c; CU 121 i g .v., Nrwe 0 CI : 1 ..11.:: rn tz. 0 b m 0 aD 1 )4 0 m q • p....4 p' m 41c 0 Faim C I ) 0 '"ut (1) co -- 2.1 w w C "p0 [_"♦ ° a Z O E-1 cn C:4 r E - = E H� w �z H lw_JI G LSSt E PEWIT SET AIJ&iST Q, 2003 FM PEST Qt T POW ,.Pw.I. OM= IND ISIvwcA■a1sw410ww1rr AMOS *OM Mil SITE FLAN ■f %IL N/A PI OT DATE_ CAD Fill: PROD_ MGR-: DRAFTER: • [_'_'' ° a MAIM ISSUE PERIT SET AUGUST 2, 2003 FOR PERMIT G&T •s DaCIMIR Ss NMI e+ l MIMI APPLI OMEN MD • MEI ID OMAN AD MCDPICA101111111W ar MIAS MAIM Tft1E 2SRLt4IT FLOOR P L4 Sc %11: PLOT DATE: CAD FIE: PROJ_ MGR: DRAFTER: JD !T 'IS A20.1 • PLUMB 12EMtOLITION GENERAL L NOTES (TYPICAL ALL WITS) ALL WIT INTERIOR FINISI.ES SHALL BE RRQMOvED DOIN TO EXPOSED WOOD ROPING. (WOOD FRAMING TO REMAIN), NCLUDNG BUT NOT LIMITED TO: CEILING AND WALL GIN, CABINETS, MILLWORK, WOOD AND RUBBER BASE, DOORS AND DOOR HARDWARE. FLOOR FN$€$ TO BE REMOVED TO PLYWOOD SUBSTRATE. NOTE SPECIAL CCNLATIOHS AT WIT KITCHEN AND BATHROOMS. TRUER TO DEMOLITION NOTES BELOW AND 114E SPECFICATION FOR ADDT1CNAL 1FOR1AT1GN . REFER TO FNISN SCHEME TO INSURE ADEGU TE SUBSTRATE PREPARATION FOR NEW FINIOW& SALVAGE !T@16 SALVAGE FOR RE1 R1 TO O MER ALL ITEMS NOTED "SALVAGE". AE MOS COITAIMLG MATERIALS NcLIDE, BUT ARE NOT LIMITED TO TIE FOLLOUIN& TEXTURED CEILINGS, FLOOR TILES, FLOOR AND BASE MASTIC, e'er TAPEIC t1PQISC►. REFER TO I4AZ -MAT REPORTS, UNION ARE NCL.IDED N THE SPECIFICAT1CNb COORACTOR TO KM DEMOt T1CN OF THESE MATERIALS FOLLOW WE GUIDELINES OF 11461414GTON STATE LABOR AND I+DUSTRES, PUGET 5OI}t CLEAN AIR AGENCY AND ALL OTHER APPLICABLE SAL, STATE AND LOCAL AGENCIES. DEMOLITION NOTES STR!CTUR4L W C A %TRY -- REPLACE SELECTED PERIMETER POSTS N CRAW-SPACE WHERE SOIL IS N CONTACT UITN POSTS, POSTS SMALL ISE RE M1OvED/REPLACED OR ELEVATED ONTO A CONCRETE PAD. ASSUME 2,500 BOARD FEET TO BE AFFECTED. SEE STRUCTURAL. -- DEMO FLOOR FINISHES AND PLYIICX,iD SIO-R.00RIM TO EXPOSED FIRMING AT ALL KITCHENS, BATIIOOOMIS AND LARRY ROG $ INSPECT EXPOSED FRAMING FOR DlRYROOT AND REPORT ANY STRUCTURAL DAMAGES BEFORE APPLYING NEW RNt81E& RIFER TO MIT PLANS FOR LOCATION& - - REPLACE AV REFRAPE ALL WI OW ROZA OPENINGS. CASEWORK -- REMOVE MOVIE ALL KITCHEN CABINETS, COUNTERTOPS, AND 8A`1 VANITIES. INSU AL TION - - REMOVE DAMAGED EXISTING 11341LATIa4 14 EXPOSED CAVITES AND CRAWL SPACES I4CLLDI INSULATION HEAP AT DUCT WOIR ( POOR 4 WINPOWS r r ALL DOORS/FRAMES AND INTERIOR mow . - - REMOVE ALL EXTERIOR ENTRY DOO -- REMOVE AU. EXISTING AL 111111 MMUSi. DEMO ALL BOUGHT C -- REMOVE EXIBTNCs IU %DOW BLINOS/SHADE& FINISI -ES -- REi1O'VE ALL Gle AT HALLS AND CEILIP4 & NSPECT AT Dd5TN3 CAVATES FOR 81T JGTURiAL OR WATER DAMAGE. REPORT ANY' DAMAGE I PEDIATELT. -- MIME EXISTNG vCCT/SHEET AWL AND UNDER1AYMe1T DOWN TO MOVE ALL FAST19 . PREPARE NEW TO FIVE NEWT RO SF'ECIALTIBS -- REMOVEJRIEMACE OUTDATED SIGNAOaE. �e'' IP�T1T -- REMOVE ALL EXISTING APPLIANCE& PRIOR TO RBIOYING FROM SITE ALLOW OWNER OPPORTUNITY TO SALVAGE ANT' APPLIANCE THEY WISH TO RAP! SUCH SALVAGED WITS SI1411..L BE H1AULED -SITE BY KM& IRErIAINM WITS TO OE HALLED OFF43ITE BY CONTRACTOR, 1''' CSI tICAL (SEA ALSO Mal DWC3SJSPECS) -- REPINE ALL Ft1/131143 FDCURES AT ALL WITS, WN GLis * KITCH34 MK . BAWROO M LAYATORIES, WATER C.LrOeETS, TM/MOWERS AND SHAM UNITS AND FAfJLET& SEE PECHA NICAL I4VAC: _- REM/& ALL ELECTRICAL BAS'EDOA D 1EATE3RS N ALL WT& -- REZONE ALL DOTING THEIPIOSTATS 14 ALL INT& VINTILATIOI+ .._ REPIOvE ALL' T RANGE 1 -- Rte" vE ALL TNT BATH '1 Dower F4 REP2VE ALL INT DRYER OICf& ELECTRICAL (SEE Elm DIGS/SPECS) -- WOVE ALL BIOPIC& 1011111111k ar OGI OWLET& COM P% A11I , SEE EL C. 1111I IE ALL OWNS LOAM RC1n4 DOCREELLA rISC. %IMO E ALL ILICSICAL MEM SEE eEC • NEW CONSTRUCTION NOTES (TYPICAL ALL WITS) EQUW_SeggElaIM -- ANCHOR SILL PLATES TO FOI6DATICNI WAILS. REFER TO BUILDING PLANS FOR PERIMETER DIPIENSIONS. SEE SMCTUIRAL. -- REPLACE EXISTNCs MALL SPACE VENT& TYPICALLY, (2) PER WIT EXTERIOR PERIPETER FACE. SEE WILDING PLAN. -- INSTALL SELECTED PM PERIMETER POSTS N CRAIILSPACE. SEE STRUCTURAL ASSUME 2,5010 BOARD FEET. - INSTALL BEAM-TO-COLUMN TES EACH SIDE AT TOP OF ALL CRAW- SPACE POSTS. SEE STRUCTURAL -- PROOvIDE PETAL STRAPS OR WOLDDCIINS FOR STRUCTURAL SYSTEM TO RESIST WILD AND EART1421AXE FORCES. SEE STIRUCTUR6L. -- REFRAME ALL WIDOW OPE NNG& REFRAME ALL INTERIOR CLOSET DOOR OPENUIN s, SEE ARCHITECTURAL DRAWING FOR ROUGH OMNG SIZES AND SEE STRUCTURAL DRAWLS FOR HEADER DETAILS -- FRAME OUT ALL KITCHEN PASS-THR UGH& FNISN WITH GUTS AND PAINT TO MATCH ADJACM LULL AREAS. REFRAME KITCHEN OPENINGS, DERE INDICATED ON ARCHITECTURAL DRAWINGS -- INSTALL NEW 3/4' CDX PLYWOOD SUB- FLOORING AT WIT KRc1ENS, AS EDED AND ALL BATH#AOOP15. -- PRODvIDE BLOCKING FOR ALL INBIi TOIIEL. BARS, MIRROR, DOOR STOPS. ETC. -- PI OvIDE DRAFT STOPS AT ALL PARTY WALLS SEE DETAIL 5 ON SHEET ,4•71 -- PIOO'vDE ATTIC ACCES PANELS FOR AU. IRS. M11411 11 SIZE SHALL 8E Meal, SEE WIT PLAN AND DETAIL 4 ON SUET A621 MILLWORK -- INSTALL N BU INTERIOR MILLIJOFSC TIIROUGI TOUT: %CLUD%Cx DOOR JAMS, IWDOIU SILLS, WALL BLASE, AND OTHER MISC. TRM PER ARCHITECTURAL INTERIOR ELEVATIONS -- INSTALL NEW WOOD HANVR ILLS AT ALL STAI (I) PER STAIR CA SEWIG -- %STALL ALL KITCHEN CABINETS, BATHROOM VANITES AND COUNTERTOPS. REFER TO ARCIIT RAL INTERIOR ELEVATIONS. INSULATION -- REPLACE MISSING INSULATION AT EXT13RIOR AMMETER WALLS, CELTICS AND AREAS MADE ACCESSIBLE AT MIMED KITCHEN/BATH SUER.00R& INSULATION AT CEILINGS, L'ELOWI ROOF, MST MEET C11111ENT ENEMY CODES (R -30. DOOR 4 WINpO Us -- INSTALL NEW BOOR ENTRY -- INSTALL MU INTERIOR DOORS AND INTERIOR CLOSET DOOR& REFER TO DOOR SCHEDULE *D efECIRCATION& -- INSTALL NEW EXTERIOR IWO& SEE SPECRCATION& REMOTE SILL AND AFSCAIND W0N170WI pERIlEm AS REQUIRED FOR PROPER NSTALLATIONL FNISI -ES ▪ BALI. Nal G1113,1EEX U FE (ORANGE PPE) AND PANT. -- **TAU. NEW CARPET AS PER ARCHITECTURAL FINNH St3EDU LE. -- INSTALL NEW VINYL TOE AND SHAT AMYL. PER FNS SCIEDULE EQUI iT -- INSTALL NEIL, KC.11A S /FRED APPLLOCE& (FO C) SNP -- INSTALL NM vetnc4L EMS AT ALL WIT W/VOSS AfD SLIDING GLASS DOeAR6 T3Ni0UtaHOIR, $E SPECIFICATIC103. PLII131Nr.v PEC ANICAL ( SEE PEON) -- %STALL Pal FUMING RXTU RE'S AT ALL UNITS JTC1el GM, 8ATIIROOM LAvATGME& SUER =WETS, AIL , l M*. TuarevIER SUNI AND6 AV FrMEEm SEE PEW. SEE 'VEGETATION& -- REPAIR AND ADAPT 005110 MIER MING AND comectue TO AiaCCR' ODATE Her FDCIIIE?& • PRE MDE A PIMA PRI PAL AidYWY), NISI A I Dot DOSSITPEAP1 oF 71E DI61/10 DCMISTIC SUM METER PROVIDE Pant MICE FOR Hat aQiC -- MALL JUNIN COPTS! P'LIISEs LIIESICOCNIS -- +R■�IwcE CS MR DMUS AV VODKAS eve Mae. -- MALL wOCCED OII R MEW mu aAGWC -EMIT DAMPER WAG -- MALL I!r'! r HEAT' e0&, PILLED DASIMPORIV 1EQIMe wa► SPacwcAnaII. 1NIRALLISO 11111111:44", 111 irecrcmeces vBNRA?10K 11111E ALL IMP MME mom M el OBI at ELECTRICAL -- PROVIDE ALL NEW ELEG"TRCAL SYSTEM NCLIVNG PANELS AND WIRING. P10•vIDE FOl1lTW WIRE FOR LAUNDRY ROCK -- PROVIDE TELEPWIONE AND GABLE WIRING TO LIVING ROOM AND ALL ISEDlRC7CMS. -- INSTALL t U SUITG'ES, OUTLETS AND COMER PLATE& -- INSTALL NEW LK#ITNG FIXTURES, SEE SPECIFICATICNS. •- INSTALL NEW DOORDELI.S. -- PROVIDE &CI WHERE RECIUI RED BY CODE, SEE ELECTRICAL DRRAII P46 -- MADE WIRING, AS NEEDED, FOR NEW RANGE HOODS, ENSURING DIRECT YF.NTNG TO OUTSIDE. -- %STALL NEW, HARD-11SED SMOKE DETECTORS. SMOKE DETECTORS SHALL OE FURNISHED BY OILER AND %STALLED BY CONTRACTOR SEE SPECIFICATIONS. FLOOR PLAN #61313REvIATIONS AA • ATTNG ACCESS PANELS, DP "SIGNS AIRE 72'x 3®",MIN. REF • REFRIGERATOR FE • FIRE EXTINGUISHER TIM a ELECTRK' 110T WATER HEATER F• ELECTRIC FURNACE. W • WASHER NC) PROVIDE HOOK -UP ONLY DI DRYER (NIC) PROVIDE HOCK -UP ONLY RIB • DOUBLE SHELF I ROD TYPICAL • ALL 8 " " OGM CLOSETS. MC • MEDICINE CAINE, IS • TOIEL BAR, PROVDE BLOCKING MIRK • MIRROR TN • TOILET PAPER HOLDER UNDO! • IN.E56 NOTED O1 EN EE LEGEND DOOR TYPES 0 A EnrAlt tcl il000�� B C BYPASS WOOD DOOR NOTES 1 ALL EXTERIOR DOOR ARE U • .19 INSULATED METAL 2. LEVER HARDWIRE TO eE USED • ALL WITS. 3. ALL A DD T CR -LOCK LATCH BOLT �Wf� GE vIELPORT Mil. T1II l• S ' - O MACH PENETRATES THE STRKER '*' Mk D MTV= Lcurigeo woco WITH WOOD TRIM TYPE DOOR LEGEND 30168 B FINISH SCHEDULE an ROOM xxx /x L V�GT 2. SHEET WrL 3. CARPET IV ANL I. PAINTED MDF TRM 2. NO !MANE 3. b(12 PANTED MDF STAIR SKIRT 4. MISER BASE L PANTED TEXTURED GIB 2. PAINTED ADMIRED WATER-RESISTANT GID Calk L PAINTED MIMED Ce WINDOW IPFOI11ATION: WINDOW LEGEND WIti .OW TYPES (2) 2640 5L SL - SLIDER NUMBER of woo* -� T T (2.4.) urn+ —J 1 (4' -0 HEW - SH - SINGLE Ids F - FIXED C - CASBENT WINDOW r101E8 L � � MI WENT PORTS, MEWS �► NOT wee T. PROVIDE DOI/LE PANED GLASS N ALL MOA& ALL MOO IMl W OF DOORS SHALL MAV£ 101PEPIED GLASS. ALSO rW:P/cE roues wN w of FLOOR. 3. ALL woaM AIRE AMYL 4 SHALL MEET of Fauwsa reame+re, A vI6ELE 1RA1IS'ISAIdN GREATER 11LW OR EANVAL8IT TO i'x. a WCIENT LESS T EOMVALBfT TO M OR SOLAR 1EA1 GA/4 CG6RCBQ G MIER U -YALIE L6061WW OR EW VAI.BIf TO 33. 4. THE SMALLEST EGRESS I /00/1 IS 4 4ITSL THE HAXMM SILL HEIGHT FOR ECIlREM UR1X B B 44 S. PROOME COSCUPED GLASS AT ALL lIATI' 0011 IINDoi16. 6. NEW arDouIb SHALL EE PLACED AT DdSTING MEIN OPEPI NGS. 0 TT If T-dr LMNG 37 I P PRAM OUT KITCHe4 PASIS-THIRD11314. CONK IRETE PAD DINING 1777171 0 -278 UNIT -FIRST ftOOR PLM lb HANDRAILS FOR EACH INDIvIDUAL (MUM LINT SMALL ca i .Y u114 Vac 101M33k, TYP T tr 4.40 C) BEDROOM 3/1/1/1 CENTER DOORS N HALL � rAA - 1 BATH i II I I I I I I I I t L BEDROOM 3/1/1/1 R/S -MOM DOCK N CMOS LEGEND WORM MU. tel WELL WO ear SILL 3 Fpe'D SALL I 1 L uNrr - SEOND BOOR PLNI AREA OM FLTIMOD SIDAOCIR MILL OE I • • r I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r • • r mom u -- -.. =mow owownoum wIs° IT II II II 11 UNIT: A - 2BR Leo s� 480 SF I On NI OM MI IN IN 960 SF TOTAL 0.� - --- - - - -- ONIMI•ise • I UNIT: A - 2I3R 9F 101311. • s 4w IF sr9F1oaa *' ,L.. .11 , dif. Qtrr----- Imp ---- o - - Imo r' • • • I ECOND FLOOR PLAN I I I I I I I r S UNIT: B - 26R 480 SF 960 SF TOTAL I I L —J I I II II II , I LNT:B'2BR el IF III MIL io I II II II II II Il UNIT: C - 2BR 180 SF 960 SF TOTAL J I UNIT: C - 28R w s INN 100111L 0 UNIT: D - 26R 480 SF 980SFTOTAL Tr" UNIT: D - 28R w s 10oa 1 • UNIT: E - 28R UI�T: E - 28R w s TT I I I I I I I I I I 11 17 '0160P ZI° UNIT:FR I AO IF INN 1011t ota MIT NO E-� Z x rzl L.) n 4401 1:4 romi E-0 Z E Z E4C) C4 w � d H 7;4 �n 0 DRAIM c siT PI1T SET ALKU55T Q, DRAW% 'MU BLDG A, C < F FLOOR PLANS T IkLE: PLOT D_%TE: CID Fil: PRa _ MGR.: DRAFTER: JFD A21.1 FOR PST o1&T US WNW Mal AMID la moor imummea AID • MOW 1D UMW MD 111011011111116 . .. • • t • i a t t ! •f� :60 • i ag At b 1 ha 1 • • s4 ■3 ) .* 4 I, i to: • • • • 31 RIVERTON TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY HOUSING AUTHORITY 5 -4' TO PIN. FLOOR I 8" 1: 48' APP. 8 F,s 0 • • • • • • - 6c cc, 4 gt 10 48 Tonkin/Hoyne /Lokan Architecture and Urban Design 204 First Avenue South, Seattle, Washington 98104 PHONE: (208) 624 7880 / FAX: (206) 822 1766 0,1 a • • LO • ji 11 li ill g I' 41 o l iz I 1 ti ;I 4 ri V It> d J g;pral,2:4 f • ev3 6 EI 1! "7 c,, 3 I 1 f! I 11 i I % , + ,, I, � /ti t ablW NVIO 1 ‘\I cz1 • o � r arIA , 1/4s , r.� Add&k OPP Al4 tiVF i§! t. 1 0 RIVERTON TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY HOUSING AUTHORITY 6 Iliqr/I ei4:111! Airi 61110 f s ■3 tea 8 Architecture and Urban Design t Tonkin /Hoyne /Lokan 204 First Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 / FAX: (206) 622 1766 I I*Avr ICY PERMIT SET AUGUST 12, 2003 FOR PEST ONLY imoacom WOW raR MOW WWI= MD II SSW ID IMOD .p mormicamaser .ar.rw.rx arcs mom mu INTERIOR ELEVATIONS SCALE: 1 /r = r-e' PLOT DATE: CAD F1LE: PROD. MGR.: DRAFTER: ,FD SMUT lie A i aV • 1 7 i E SP 2418 <- VN28 BUILDING B -- INTERIORS irr=r� Gas - PRI`f t PANT - TYPICAL BANROCM uGNr - TYPICAL pJ INTERIOR DOOR 1W2X2 ' WOOD TRl't TYPICAL POO WA - TYPICAL R BASE - TYPICAL 5CIf1T - PRIM 4 PANT, TYPK.�AL C#S - PRIME a PAINT, TYPICAL. P-LA•I BACKIIPLAIN4 I COMER TYPICAL. J 3930 - - LINE OF h'EDICPE CABINET 13533 A E BATHROOM LIGHT - TYPICAL 2' -4' x 3' -ati MIRROR RIBBER BABE, TYP. :--100 0000 RIO D°Q A C &F14TERIORS E TOIIEL BAR PROVIDE BLOCK Glue - PRM"E / PANT • TYPi AL P -LAM BACKSPLAS4 4 COUNTERTOP - TYPICAL w 3330 ti a C - PRM" E • PANT - TYPICAL BAnowai LIGHT -TYPICAL MIRROR- 7-6' x 3'-0' P - LAr1 B1ACICSPLA$44 t COIN1ER'TOP - TYPIC,AL • GWE'1 - PRIME 4 PANT - TYPICAL Tc EL BAR PROVIDE BLOCKING BATHROOM LIGHT, TYP. MEDICINE CABDET I' -4' x 2'-0", TYP. L1NE OF MIRROR P -LAM 5ACK5PLASI COUNTERTOP, $EIu ILIATERCLOGET - TYPICAL (RIMER BASE - TYPICAL 1 1230 3018 1230 rft 85530 8512 B I I CM 8OFFIT - PRIME 4 PANT, TYPICAL 3015 1230 00 0000 Rt0 B r V E N F - ` 7 ", N / TYPICAL N DE312 FE 2418 630 2415 C 3 - PRIME 1 PANT, TYPICAL PURSER BASE TYP. TOTE. BM PROVIDE BLOCKING - TYP tESI TUBASHONER WT, TYP. NEW a1ATIMCLOQET - TYPIcAL Ji -- - -momR BASE - TY I AL TYPICAL calaeeSOP - 1TncK • G N r 'nap= G G GIB - PRIME t PANT - TYP. TOWEL BAR; PROVIDE BLOCKING BAT(. XM LIGHT - TYPICAL LINE OF MIRROR MEDICSE CABFET, TYP. I-4' x 2'-0' P -LAM BAGICSPLASH a COUNTERTOP, TYP. � (NEW WATER08ET - TYPICAL RUBBER BASE TYPICAL d GIUB-PIWE4PAIff-TYPICAL r BATHROOM LIGHT -TYPICAL OF MNRr,7R TOWEL. BAR PRC VE7E BLOCKING - TYP P -LAPP BACKSPLAS4 4 CaNIERTOP - TYPICAL 1114TERCLCEET - TYPICAL RJR BASE - TYPICAL GN3 - F'RW'f 4 PANT, TYPICAL TEN Mc* AS PER PLAN, NTH DO FvF Mt PANTED BATHROCII LTC# t. TYP. LIE OF MIRROR • IMIR PROVIDE 81.00316 TEN 64181CU SET. TYP. TOILET PAPER MOLDER P OMP BAS Mb • GPM - PR!'E 4 PANT, TYPICAL. tEIU CLOSET DOOR DEAD (EIGHT TO MATCH INTERIOR DOOR- TYPICAL NEW INTERIOR DOOR WIIR•t2 V4' WOOD Tom, TYPICAL 1/2•)a V4' WOO BASE, TYPICAL. D X0 3 -Z78 G E - PRIPE s PANT, TYPICAL MEDICINE E CABtET, TYP, x 2'-0' 14E10 CLOSET DOOR HEAD HEIGHT TO MATO4 NTERIOR DOOR- TYPICAL Vim Im4' MOOD BASE TYPICAL D 14 r ilijk o ivie s dt ° d3 NOTE: CONTRACTOR SHALL FIELD vERIF`r ALL DIMENSIONS CABINET LEGEND Dag dA BM ME cASIIET MAIER Bdt R&L BAN C.Al ET (ND =may Idedt BM CABINET N► SDIK PA EL, vet MILL WIG CABINET wrist) FE ThS DC PNEL SP` SPACE vtl, WOW NO DEAD COMM ILL ACCEMED. NOM ICRA11 116 9)1=1 at EL,Ev'A11 N A W!!!6 Ne TYPICAAL. POIt N.L. MIAMI* N SIC IMES muss NOW ORS11111E • 1 _ • 1 11 RT-E -8 IRS 0 m O co O • cki . 41 O ap v cv J .. crew A aD Am dp w x 0 o x INV a 1 E" ° a MING ISSUE PERMIT SET MUST t2, 2003 ' FOR UM =UMW row diFFUCIIIM AID PEWIT (A&T Ian NO NM PIUMIND AND 1111111111110 ID 1111Mal moicansaraviammiur 111111211 , DIA1L ■ mu Vr2• = r - o . DAVE: . MGR._ JD IN TERM ELEYATIQ sr %LE: PLOT CAD FILE: PROD. DRAFTER: 41eT Na A802 4 • i c e SOFFIT - MIME � PANT, TYPICAL GIB - FIRM 4 PANT, TYPICAL P -LAM l3ACKSPLA$4 4 COUNTER TYPICAL 1r2 =T ►a wteAaaeer - A BATMRXM LIGHT - TYPICAL Z'- 4'x3'- 11•TYP. RUINER EWE - TYPICAL Li C - F'RI E 4 PANT - TYPICAL TOREL. BAR 114'-0• AFF,, PRCNPE TYP. r 3018 0 BUILDIN E -- INTERI • RS P -LAH eAckepLasi s cc4INTERIrcp - TYP'ic AL 1530 3630 INTERIORS BATI OOM LIGHT -TYPICAL De12 8$36 5536 E \\\ 4830 %/ i NEW TU54440IER WIT, TYP. TOt1EL BAR PROVIDE BLOCKING GLIB - PIRIV 4 PANT - TYPIcAL FtNE OF NEDICPE CAM=T + 4'-0" X 3'-0' MIRROR TYPICAL P - LAM BACKSPLASH 4 ootHTERTOP - TYPICAL RUINER BASE, TYP. 8536 I 4830 /1 V F C 5 Tf - pie* 4 PANT, T PK.AL Gle - po E 4 PAM', TTPKAL P-La, IsicorLAAN t Gakiilnt rypicAL F \\I - PIIM"'E I PAPIT - TYPICAL. B 5P e6533 00 0000 Rio rd B BATI4RoON Miff - TYPICAL p F11 11113MCGER ttit TYP. Pay wA - TYPIC,AL FE 1230 UC INET -r Miff \\_ o 3015 1230 FF� 0 0000 R40 CAB - PRf"E 4 PANT - TYPICAL -4• x2'-0" rEDIcU+E GABSET, TYP. P-LAM BAQGSPLASH 4 Ca t4T rOP - TYPk.AL raw WTERIoR DOOR ono mDF TWIG*/ N 5512 D812 FE r GMB - PRIME 4 PANT, TYPICAL aATIO011 LIGHT - TYPICAL NM MINOR DOOR SNR')Q V4' IIIAOD TRI M, TYPICAL NEVI CLOlIET DOOR MEAD MGHT' TO MATCH InERIOR DOOR- TYPICAL VZ)Q V4' *coy BASE, TYPCCAI. G ate PRIME 4 PANT - TYPICAL N BU P -LAM SHOVER 4 81RR10UV W CURTAN ROD 2 X 3'-0• MIRROR, TYPICAL P -LAM BACKSPLASM 4 COUNTERTOP TYPICAL NEW WA T, TYP. ER BASE, TYP. 1A� C 'i 0 GI1B - PRIME 4 PANT, TYPICAL NEW melee DOOR WAD HEIGHT TO MATCH INTERIM DOOR- TYPICAL. 12'X4 114' WOOD EASE, TYPICAL C NEW P -I_al SCIMER 4 SINFIOND SCIRTAN ROD Gib - PRIME 4 PANT - TYPIC.AL. BATHROOM MKT - TYPICAL ?-4' X 3 MICR TYPICAL TOM BAR MIN= eu:XXIMs NEW M1SCLOEf, M MIN= 111AIE. 8528 P- L411 CLAS14 P - TITICAL TTP! LSE OF r Tim B AFF. BLOCKING,TYP. Partw7 - TYPICAL °R a - TYPICAL 03 -2073) GIB - PRl'E 4 PANT - TYPICAL QoAAI ROD, rm. - TYPICAL NOTE: CONTRACTOR SI4AL L FIELD VERIFY ALL DIMENSIONS CABINET LEGEND oek DRAPER BANK SDI BASE CABINET IV DRAM e e1 PULL sue caem NO DRAM Debi BASE CABINET rY b!K PANEL 0 6: WALL RING CABINET llPl°EiV 1E: FINISHED @D PANEL ER APACE IMe VANITY NO DEAD WILL NOTE: NOTATIONS SHOW ON ONE ELEVATION N A SORES ARE TYPICAL FOR ALL ELEVATIONS N NAT SERIES INL EE NOTED D GAB - PRIME t PANT - TYPICAL SHOVER GL TAN ROD, TYP. DAfl. OON LIGHT, TM. LSE OF MICR TOOL BAR 114'-0" AM, PRO ,1 E TYP. P - LAM E PLASH 4 OP - TYPICAL RISER BASE - TYPICAL TVALA • g a Nd44. J F J I aZe C 4 Immq 0 % ■%. 44,4 G cS CU C:1 o � • U O CO vol A to tO td Pt p 0 • N, U � V +�n O V 41 D O . v ww z ,tea • 4 4 i s" ilg A Ifil xig: 9 ? °,., r LA" v t., li T i 11,‘ r, - i r-a 11 I 1 • 7 P li ng a r�•• • .�svr �.�s�sai.i�+•• i I k N I pr . • ...arida 0 • ••••• •7 4 • 0 • • ‘e I ow •i.• u. ,. •••••••••••••••■•••• Ana w ••••.■•••••••.■•.•MEM• r i• • • r•w • A.• • • ... • • w•• 1 .154 2! c if ....• 1 4 4 1 -0 4 • 1 0-4 1 ` ; 0 •. �i.iiii • iii i- • i rr•r •• ow •o Ir.., • ro •N •• • ow....w•• o•••••..••••••i• • 4 4,1-6 " a2 --0`' �••• r� . ••••••• •000•••■•••■■•• ■••■•■ w•w •..�• •••- ,•.M••••r.•r•. r rt.•r ..�— i 4 •■••••• ••r•id....as • s •••••• •••••• m••••••••••• RIVERTON TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY HOUSING AUTHORITY 17 I ; •4• i.....i._• M114.1.• ••._•_ 1,••••••1 • I " . " — . - I t ! gilt. t. s r j c i Pp' I} s 6 5 Tonkin/Hoyne /Lokan Architecture and Urban Design 204 First Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 / FAX: (206) 622 1766 • �. S 1. ALL MATERIALS, WORICMIANSHIP, DESIGN, AND CONSTRUCTION 5NALL CONFORM TO NE DRAWINGS, SPECIFICATIONS, AND NE UNIFORM BUILDING CODE (1991 EDITION). 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD (SNOW, IRREDUCIBLE) 25 PSF FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF FLOOR LIVE LOAD (RESIDENTIAL BALCONIES) 60 PSF FLOOR LIVE LOAD (STORAGE) 125 PSF FLOOR LIVE LOAD (MECHANICAL AND ELECTRICAL ROOMS) 125 P J STAIR AND CORRIDOR LIVE LOAD 100 PSF WIND 80 MPH, EXPOSURE "B" EARTHQUAKE ZONE 3, R : 55 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3.5TRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WIN ARCHITECTURAL AND ALL OTWER DISCIPLINES' DRAW1145 FOR BIDDNNG AND CONSTRUCTION.. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. DISCREPANCIES: NE CONTRACTOR SMALL INFORM THE ENGINEER N UIRITING, DURING NE BIDDING PERIOD, CF ANY DISCREPANCIES OR OMISSIONS NOTED ON NE DRAWINGS OR N THE SPECIFICATION1S OR OF ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODES, RULES AND REGULATIONS. UPON RECEIPT OF SUCH INFORMATION, Ti$ ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED. ANY SUCH DISCREPANCY, OMISSION, OR VARATION NOT REPORTED SHALL BE THE RESPONSIBILITY OF TI-E CONTRACTOR AND WORK SHALL BE PERFORMED IN A MANNER AS DIRECTED BY THE ENGINEER 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, METER 512E5, AND CONDITIONS PRIOR TO COMMENCING ANY WOK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON NE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MIST BE FIELD VERIFIED BY NE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACC.ORDANf.E WITN TIE PLANS. ERECTION PLANS AND DETAILS OF SHORING SYSTEMS SHALL BE PROVIDED BY THE CONTRACTOR DESIGN CALCULATIONS AND DRAWINGS ARE TO BE STAMPED BY A LICENSED STRUCTURAL- ENGINEER IN TIE STATE OF U14514INGTON. TWO SETS OF CALCULATIONS MD DRAWINGS ARE TO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. T4I5 CURSORY REVIEW WILL CHECK U J ETI-ER NE CONTRACTOR'S ENGINEER 4,45 COMPLETED NE LOAD PATH TR4NSFERINS ALL T1$ BUILDING'S DEAD LOADS AND CONSTRICTION LIVE LOADS DOI1t4 TO NATIVE SOILS. NE SNORING SHALL NOT BE SUPPORTING CN T1E EXISTING STRUCTURE_ C 44t ES IN FIELD CONDITIONS DURING CONSTRUCTION WILL REQUIRE RE- EVALUATION BY 114E CONTRACTOR'S SNORING ENGINEER 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND TIE MET40DS, TEC.Hr1IQUJE5, SEQENCES OR PROCEDURES REQUIRED TO PERFORM NE WORK 1. CONTRACTOR INITIATED CHANGES SMALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRICTION. CHANGES SHOW ONLY ON SHOP DRAWINGS WILL NOT SATISFY NIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRICTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS S4OU1N, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW MD APPROVAL BY TIE ARCHITECT AND TAE STRUCTURAL ENGIEER 5. INSPECTION: CONCRETE CONSTRUCTION, DRILLED AND EPDXIED BOLTS, RODS AND AN C14ORS, SHALL BE SUPERVISED IN ACCORDANCE WIN SECTION 108 AND SECTION 1101 OF TI-E UNIFORM BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY NE ARCHITECT. TIE ARCHITECT AND STRUCTURAL ENIGWEER SHALL BE FURNISHED WITH COPIES OF ALL NSPECTION REPORTS AND TEST RESULTS. 10. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCIN6 ANY DEMOLITION. SHOR1NCs 514ALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEOLENCES EXISTING REINFORCING SHALL BE SAVED WERE AND AS NOTED ON THE PLANS. SAW GUTTING, IF AND IUERE USED, SMALL NOT CUT EXISTING RENCRCINCs NAT IS TO BE SAVED. DEMOLITION DEBRIS 51-L4LL NOT BE ALLOt1E7D TO DAMAGE OR OVSRLOAD THE EXISTING STRUCTURE. LIMIT CAFSTRJCTICM LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. A. ALL NEW OPE itNGS THROUGH EASING WALLS, SLABS AND BEAMS SI4ALL E ACCOMPLISHED BY SAW CUTTING IldEFEvER POSSIBLE. B. CONTRACTOR SHALL VERIFY ALL EXISTING C17NDTTIONS AND LOCATION OF MEmBERs PRIOR TO CUTTR6 ANY OPENINGS C. SMALL ROUND OPENIING 5I4ALL BE ACCOMPLISHED BT CARE DRILLINGS, F POSSIBLE It ALL EXTERIOR MASONRY AND CONCRETE WALLS 5144LL BE INSPECTED AND REPAIRED AS FOLLOWS: FOR MASONRY , SCRAPE ALL LOOSE AND WEAKENED MORTAR OUT TO FILL DEPT4 OF TIE DETERIORATION& REMOVE AND REPLACE ANT LOOSE Mme' WETS. FOR CONCRETE, SEE STRLICUTURAL DETAILS FOR EPDXY -GROOM s CRAGS. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGPEER AS TO NE FINDING& 12. CONTRACTOR SHALL CDECK FOR ROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS SNOIIIF & WATER STAINS, AND ALL WOOD MEMBERS N BASE ENT AND CRAILL SPACES ALL ROT SHALL BE REMOVED AND DAMAGED MFRS SHL4LL BE REPLACED OR REPAIRED AS DIRECTED BY TIE STRUCTURAL ENGINEER OR ARCHITECT. 13. CONCRETE SHALL EE M1XED, PROPORTTONED, CONY TED AND PLACED IN ACCORDANCE WITH WEC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28 DAY STRENGTI4 OF re = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS TI-IAN 5 I/2 SACKS OF BENT PER CUBIC TARED AND SHALL. BE PROPORTIONED TO PRODUCE A SLOP OF 5" OR LESS_ THE MPJ W AMOUNTS OF CEMENT AND 114XPILM AMOUNTS OF WATER MAY BE CuANGED F A CO CRETE FEWORMANCE MIX IS SUE3M1TTED TO 114E STRI TIRAL $'1Cs1E£R AND THE BUILDIN6 DEPARTMENT FOR APPROVAL TWO UEECS PRIOR TO MACH* ANY CONCRETE THE CONCRETE PERFORMANCE Mix 5t44L.L tG LDE E AMOUNTS OF CBE4T, FINE ANa COARSE AGGREGATE. WATER AND ADMIXTURES AS WELL AS THE IU4TER GEmENT RATIO, 5LL1 P, CONCRETE YELP AND 5LE5TANTIATN6 STREIGsT14 DATA H 4C.COR AN E WTµ UBC SECTION 19053. R£V1£W OF Mix Si,81TTA&S BY THE BraINEER OF RECORD NDIC•ATES ONLY TWAT PEORIATIONI PAD CONFORMS GENERALLY WITH CONTRACT DOCLMMS. CONTRACTOR OR SUPPLER MA1(TANS FILL RESPONSIBLITT FOR SPECFED PERFCRIANCE ALL CONCRETE WITN SURFACES E)P06ED TO STANDING WATER SHALL BE AIR-ENTRAINED UJTU AN MR-ENTRAINING AGENT CO FGR" G TO ASTM 1.260 - 54, 1G494 -92, Cb18 -94a. C989-93 AND CHIN -52_ TOTAL AIR CONTENT 5‘44LL BE N ACCORDANCE ON TABLE I9-A-1 OF TI`S UNF{,>R1 BUILDING CODE. 14.SEE- WIRE 51441 :ONFOrrr. TO ASTH DEbKi4 CRITERIA FENOVATION GaNCRE1E 15 EPDXY I AD+ES+vE ITS SPED CA ME DRAWNGS 5k4.1 HE B"BI DFD WITH 4T I.CY -150 AD+E-51vE 5Y518•75 45 MAN FACTtRED BY &11, IF, OR Alt APPROVED 4LTERi4TE NAT I4AS CHO TEST DATA FOR �1•EI'R 5PECFIG PRCDUGT AND AP'PLCCATOOr1 WALL N STRICT ACCORDANCE UTI4 ICED. REPORTS ;OR SPECFIC EPDXY N1.E56 NOTED OBE ON T'«E STRUCTURAL DRAIN S. NOW-E SUM SHALL BE 1/8" LAiirABZ THAW BAR R V OR (BOLT 5i2E Nom: ND 4ELD06 I5 TO TIKE PL A E Arri i+i 24' OF EPDX`" OR > t. Li_ cacarrE Mir INFT .5 5=4.46... BE COwS'RC!ED a GRADE N T Y E = trey. CONFCRING TO AS141 C90, LAD IN A AUNNIPG 904D_ ''fOR'*,AR SN4LL BE PER TABLE T-A it; "'€ jaC. CAM! 5 t.i CC7NFOlr TO U13C REGLIIREMENTS AND ArrA6i A''1INIPtI "I STRE GTI4 CF MX P5 .4" 28 DAYS. DE504 F = 5ec PR19 ! WI% 6 D H ACCORD) Ia LBC SEC TKi4 21053. Imo.,,. ALL ' ...5 CO :ANI6 GENFCRCEPir OR ErEEDDED MEM AND A CE.,5 EEO& GRADE in. war. r. CsENERAL STRICTURAL NOITES (The following apply unless shown otherwise on the plane) o► WOOD 11. FRAMING LUMBER SMALL BE KILN DRIED, AND GRADED AND MARKED IN CONFORMANCE WIN UNCLE. STANDARD GRADING RULES FOR 11+EST COAST LJ1BER NO. Ib, LATEST EDITION. FURNlISI -i TO NE FOLLOWING MINIMUM STANDARDS, UNLESS OTHERWISE NOTED ON TIE PLANS DOUG FIR '2 MINIMUM BASIC DESIGN STRESS, Fb = WO PSI 18. PLYWOOD 514EANING SHALL SE GRADE C D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITN UBC STANDARD 23 -2. SEE PLANS FOR THICKNESS, PALL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 19. ALL WOOD PLATES N DIRECT CONTACT WIN CONCRETE OR MASONRY 5NALL BE PRESSURE/TREATED WITN AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT - IMPREGNATED BUILDING PAPER BETIIEEN UNTREATED LEDGERS, BLOCKING, ETC, AND CONCRETE OR MASONRY. 20. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SF'ECFIED IN TiEIR CATALOG NO.0 -2003. EQUIVALENT DEV10ES BY OTHER MANI,FAC1UREI MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANFACTURER CONI4ECTORS SHALL BE INSTALLED N ACCORDANCE WITH TIE MANFACTURER'S RECOMMENDATIONS. U1 -ERE CONNECTOR STRAPS CONNECT TWO METERS, PLACE [f -HALF OF THE NAILS OR BOLTS N EACH NEAR ALL BOLTS IN MOOD MEMBERS SHALL CaFORII TO ASTM 4301. PROVIDE WAS14ER5 UNDER TI-E HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE C0Mi01t ALL SHIMS SNAIL BE SEASONED AND DRIED AND NE SANE GRADE (MINIMLI I) AS METERS CONNECTED. ECTED. ALL JOISTS SHALL BE COMECTED TO FLUSH BEAMS WIN 'u" SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WTH "NU" SERIES JOIST HANGERS. ALL TRIPLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'W' SERIES JOIST HIANIGERS. 21. WOOD FRAMING NOTES -- THE FOLLOWING APPLY UNLESS OTHERWISE 51IOU1N ON THE PLANS: A ALL WOOD FRAMING DETAILS NOT 514011 OTHERWISE SHALL BE CONSTRUCTED TO TIE MNIML/1 STANDARDS OF NE WFO 9 BUILDING CODE. MNIMILM NAILING, UNLESS OTHERWISE NOTED, SHALL C *ORM TO TABLE 23- II -B -1 CF THE UNIFORM BUILDING CODE. UNLESS NOTED ONERWISE, ALL NAILS SMALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCNITECTJRAL DRAWINGS. PROVIDE WASI4ER5 UNDER THE HEADS AND NUTS OF ALL BOLTS MD LAG SCREWS BEARING ON WOOD. B. FLOOR AND ROOF FRAT1NCx PROVIDE DOUBLE JOISTS AROUND ALL OPENINGS IN FLOCJRS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING • 8' O.C. AND SOLID BLOCKING AT ALL BEARING POINTS. CCX7RDIN4TE NE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO BEARING SUPPORTS WT4 TWO led NAILS. ATTACI.1 TIMER JOISTS TO FLU SI-I HEADERS OR BEAMS WIN SRSIPS N METAL JOIST 4ANCsERS N ACCORDANCE WIN NOTES ABOVE. NAIL ALL MIUILTI JOIST BEAMS TOGETHER WT41bd • 11" 0:C. STAGGERED. UNLESS OTI•ERLUSE NOTED ON TIE PLANS, PLYWOOD ROOF AND FLOOR SHIEAMI% 5444LL BE LAID UP UN GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WIN I0d NAILS • 4" O.C. TO FRAMED PANEL EDGES AND OVER SW WALLS AS SHOW ON PLANS AND • t2" O.C. AT FLOG TO INTERMEDIATE SUPPORTS. ALL FLOOR SWATHING EDGES SHALL 1.AvE APPROVED TONCiIE ?AND GROOvE JOINTS AT UNBLOCKED EDGES OR SHALL BE SUPPORTED WIN SOLID BLOCICING. TOENAIL BLOCKING TO PLATE WM4 16d • 12" OC. OR (3)16d EACH END AT SUPPORTS INLE55 OTHERWISE NOTED. AB ADD'L ADJ ALT ARGH'L ATR BLDG BLKG BM BOF BOT of S BR BTWN C GIP GJP CL GMU COL GONG CONN CONT CTRD GTSK DB DBA DET OF DIAG DWG OWL EA EF EL EMBED ET G R ES E^W HEX EXP EXT FDP FiV FLR FTG GA GEIb GL GR GWB HORIZ or -4 ASS NKr WG JOISTS: (2 X MEMBERS) (3 X AND 4 X MEMBERS) BEAMS AND STRINGERS: (INCLUDING b x 10 AND LARGER MISERS) POSTS AND TIMBERS: (b X b AND LARGER) STUDS, PLATES 4 MISCELLANEOUS LIGHT FRAMING: BOLTED FRAMING: STUDS, LEDGERS, AND PLATES ANCHOR BOLT ADDITIONAL ADJACENT ALTERNATE ARCHITECTURAL ALL THREAD ROD BUILDING BLOCKING BEAM BOTTOM OF FOOTING BOTTOM BRACE BETWEEN CAMBER CAST IN PLACE COMPLETE JOINT PENETRATION CENTERLINE CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONTIN CENTERED COUNTERSINK DOUBLER PLATE DEFORMED BAR ANCHOR DETAIL DOUG AR DIAGONAL DRAWING DOWEL EACH EACH FACE ELEVATION EMBEC4 4 ENT ENGINEER EACH SIDE EACH WAY E S'1NG EXPANS ON Ex-ERIC FLAT BAR FOUNDATION B OOR FOO - 1NG CAGE GENERA_ GLUE LAM w ATED GRADE GYPS1,1"" WALL BOARD HOLD OWN HORN ZONTA*- M- MOI.LOV, ST SECTION INSIDE DIAMETER IRA L GROSS INTERIOR ABBREVIATIONS DOUG FIR •2 MINIMUM BASIC DESIGN STRESS, Fb = 900 PSI DOUG FIR • 1 MINI" IU"1 BASIC DESIGN STRESS, Fb = 1000 PSI DOUG FIR • MINI1IJ I BASIC DESIGN STRESS, Fb = 815 P51 DOUG FIR MINIMUM BASIC DESIGN STRESS, Fb = 1200 PSI DOUG FIR STANDARD GRADE MNIMUx1 BASIC DESIGN STRESS, Fb : 515 PSI _1ST Ld LG Ls LSH LSL LVL MATL MAX MB MECH MIN MSC MTL NTS cc OD OH OPNG OPP OSB OVS P. T. PERM PERP PL PLYWD PSL PT 1REIINF REQV SC SIN" f 55 S SL STD S TIFF STh STRUCT SUPT SW '_` -HR U TOF ow HUlOHN VERT or V 'V1GY w/ WO WTS 'NWT" JOIST DEVELOPMENT LENGTH LONG SPLICE LENGTH LONG SLOTTED HOLE LAMINATED STRAND LUMBER LAMINATED VENEER LUMBER MATERIAL MAXIMUM MACHINE BOLT MECHANICAL MINIMUM MISCELLANEOUS METAL NOT TO SCALE DIAMETER ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING OPPOSITE ORIENTED STRAND LUMBER OVERSIZED ROUND HOLES POST TENSIONED PERIMETER PERPENDICULAR PLATE PLYW PARALLEL STRAND LUMBER (PARAL.A:"' PRESSURE TREATED REINFORCING STEEL REQUIRED SUP GR T1GAL SIMILAR SELECT STRUCTURAL_ SHORT 9- JOTTED HOLES STANDARD S'IAFEN ER STEEL S"RUCTLRA. SUFI RT FEAR WALL TOP TONGLE AND &RGCvE THREADED THROUG -I TOP CF CONCRE - '1E `f"OP OF FOOTING TOP OF WALL UNLESS OTHERWISE 'VOTED '1/ER CAL WRH W000 WELDED THREADED STUDS weLDFD worm •`'fie ►+ pry T JKIA.h opoir ikit S `p 1 ''� 3 di 1 111 i EXPIRES 3/15/2004 I z CD z U) w Cm.) er' 44 „ : 4 g P.4 � E L I w •-• 01 ` x. 1:4 L r' NUM ISSUI 11 ° UMW APIP._GL_ I AC !S MEN' -: E0B. 4C soweerror asecie MEM Tfflt GEE\E Nt s� v •v SCE: PLOT DATE: C" CAD FILE: PROD. sL: =IT NS C9 Grp O N 5r cc ad 0 a Q CA ;Li w ` 0 cc cc O a • D i t i • 4 i l re- w 1' $ECTIO'i FF t I SECTION RIVERTON TERRACE 14110 41ST AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY IIOUSIGN AUTHORITY N 6 RI 70 Architecture and Urban Design Tonkin /Hoyne /Lokan 204 First Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 / FAX: (2 06) 622 1766 or i r► • I 1 REPLACE MIN. � ,� X s CUT EX. gm PLYWOOD TO _ T CENTERLINE OF NEW 3/4" PLYWOOD t R E. G ACCESS EX JOISTS NEW NAILING CUT EX �� PLYWOOD TO � '�` 35 >c INSTALL l v �i as rr, V F - ►rchitecture and Urban Design 04 First Avenue South, Seattle, Washington 98104 HONE: (206) 624 7880 / FAX: (206) 622 1766 -�- .101ST SPACING p Cy �14�r f ) CENTERLINE 0>` EX. JOISTS SNP. A 35 048" x S l0d x 1� N,4lLS II ' � I� NAILS LS ONE SPACING OF ONE Jf- �"rVl��.3 Vf Ex. JOIST -� 7 / ►�[_ JOIST -Jr I"`IV�IRJ (VERIFY) FIRST FLOOR r �r NEW 11 / ��Y�.W ��4 PLYWOOD / TO COVER ACCESS �° 1�. /LL 7..- PLA MIN. ONE SP4GINC� OF EX EX. JO 5 PLYWOOD _� NEW NAILMG G NEW PLYWOOD W I EX 1W PLYWOOD .. ..TOR OP1`ION: i 5 M •� � �- I-tOLE PLYWOOD , x ►....•. 3/4" PLYWOOD TO COVER ACCESS �IVLE. NAIL w/ 10c1 �'oc AT EDGES -- ------ `----' - f-_,_ i ` =- ,- I Mill✓ E. JOISTS REPLACE AS NECESSARY i EX JOISTS ` : • ` ; SECTION ► -. 1 r - I 'i 51MP. l�P 801.T5 w/ EPOYFIt FLOOR - OF WALL. f..��OR +40LE5 !N GQNG TE !�► �-� - - - --�_� � --- . -- •=.� (VERY RARE) EX. JOISTS + REPLACE A5 N' DPOT (VERY RA) III_ - S EX. BLOCKING X GONG. FDN. WALL — CONTRACTOR'S OPTION TO REMOVE I PER 3 5 {-0 III 111 '111= _-- --- ' ;;s; =111 c Igh NOTE: WERE PLYWOOD or JOISTS ARE ROTTING, SOFT OR OTHERWISE DAMAGED, REMOVE I REPLACE. MATCH EX. PLYWOOD THICKNESS. CUT OUT PLYWOOD MINIMUM 6" FROM DAMAGED AREA, AND CUT OUT PLYWOOD TO CENTERLINE OF NEIGI- IBORING JOISTS. NEW PLYWOOD PIECES TO BEAR ON 3 EX JOISTS. NAIL 10c1 • 6 oC AT EDGES AND NAIL 10d • 12 oc FIELD. rn kt3k LOMA over 3,50)0 ov tn$QL•44 btc PL AT KITC , BA NR� CAIS 3 DRY allaalE EX JOISTS ETEMTEM WA , ., r ,►, .y T ' AT EX I5TP WALL , nal r4 IgTll L.L ► • 1 J018Tg I W/ JOISTS PAPLLEL. NOTE: 'RESTRICTIVE I SOME ARE AS IS RESTTIVE I SME ARE DUE TO DUCTS, PIPES, AND LOW NEADR001. 4PTIQ1- pL MD FOR ACCESS TO CRS SPACE II ACCESS. 3 /4" AB , 4,_m„ oc EMBED 1" EPDXY - - it a =III =11 aNCHORprC .y u►/ (ENTIRE EX HEADER OR DOUBLE TOP SIMPSON TAB EC. 2x • I6 „ Gjb 's 0" " 14. r i , . - . ,, 3 , ; ,4. 1 �NA1. ~�� IE NEW Aid EA NEW FIRST FLOOR NEW DOUBLE 1x'S FLAT MATCH WALL THICKNESS oc MATCH WALL THIpQ�E55 EX. WALL 5TUDS. % 4 U f oc +-Op n ----� ill % AC AP OR 14 E.S. WIRES 3/15/'1004 N 1 VARIES 6 MAX 1 NEW CLOEET OPENING r CRAMSP 11 12 13 AT CONTRACTOR'S OPTION b ' 7 MAX CUT 1 1 REPLACE M11+L PLYWOOD MIL SIMPSON ACE POST CAP E.S. f r� .t 5o T OR TED tEW POST OF N a L' u REPLACE R Ors WOOD POSTS WITµ PREP TREATED I # AN SAME SIZE (4x4 OR 4x6) TOE "MN. (2) LAYERS 5 BLDG PAPER E.X. GRADE OF EX_ FOCT114 r b' 111111_ 11 1 � • NEW °I POST 4x4 or 442) I = :111 = 111 =1iI= = s - NEW CONCFVE FOR WOOD Real SOIL KAN CRAULSPACE Ca1114 RERACEMENT 15 , DIMING ISSLI 1 6 11 pel S 15 4 2 . 117 I 1(5 ir 11 .....'.."0:1-1.114. 't 20 . ft CJ'& 4 1 t t 1 ' ) ti) �� „ i I g t1 - 1 0 • ..1 I a. c,.r NM NS el or i r► • I • LIGHT FIXTURE SCHEDULE SCOPE OF ELECTRICAL WORK - RIVERTON TERRACE 1. REPLACE ALL ELECTRICAL DEVICES, LOAD CENTERS, UGHTING FIXTURES, WIRING AND DEVICE BOXES WITHIN EACH DWELLING UNIT. REPLACE ALL BASEBOARD HEAT IN KIND WITH SOFTHEAT UNITS. 2. PROVIDE 120 VOLT POWER AT NEW SMOKE DETECTOR UNITS (FURNISHED BY OWNER). 3. UNIT ELECTRICAL LOADS DON NOT CHANGE UNDER THIS WORK EXISTING 120V CIRCUIT FROM PANEL "EX"' IN BUILDING G DOSTIG UGHT STANDARD AND 150M1 FIXTURE EXTEND 120V CIRCUIT TO HOT BOX, CONNECT TO 500 VA HEATER Pt" 30 2:719 I. i SOL T•-• .. 4 € .1 S - REE PARTIAL SITE PLAN •i4 BLDG. B 0--NEW 'HOT 80X' SEE MECHANICAL SYMBOLS & ABBREVIATIONS • • pi =en .O' " CONTROL CONNECTION, FOR INFORMATION ONLY 0 AFF A. AMP AING CB OCT DED (E) FBOC FH C, GILD NT F r► SMOKE DETECTOR COMMUNICATION OUTLET T.V. OUTLET PUSHBUTTON FOR DOOR CHIDE DOOR CHIME GROUND FAULT PROTECTION ORREJIT BREAKER ABOVE MIMED FLOOR WERE AMERICAN TIE GAGE ORC RT BREAKER CIRCUIT DEDICATED EXISTING UGHTNNNG SYMBOLS FLUORESCENT FIXTURE. TYPE AS INDICATED ON PLAN, SURFACE FLUORESCENT FIXTURE, TYPE AS INDICATED ON PLAN. RECESSED FLUORESCENT STRIP FIXTURE. DRAWN TO SCALE OR PER FIXTURE LEGEND FIXTURE CEIUNG MOUNTED FIXTURE WALL MOUNTED FIXTURE TYPE — SEE FIXTURE SCHEDULE SINGLE POLE SWITCH 3 WAY SWITCH POWER SYMBOLS sib DUPLEX RECEPTACLE 120V DOUBLE DUPLEX RECEPTACLE 120V GFl GROUND FAULT INTERRUPTER IG ISOLATED GROUND S SAFETY TYPE RECEPTACLE ABOVE COUNTER AT +4' ABOVE BApCSPLASH OR +6" ABOVE COUNTERS WITHOUT BACKSPLASH. GFl OR GFl PROTECTED HALF — SWITCHED DUPLEX RECPTACLE SPECIAL RECEPTACLE, TYPE AS NOTED PANEL -- 208 VOLT SYSTEM, +6' TO TOP U.N.O. EQUIPMENT CONNECTION DISCONNECT SWITCH ELECTRIC BASEBOARD HEATER EXHAUST FAN aRCUITING SYMBOLS SIGNAL & COMMUNICATION SYMBOLS RISER SYMBOLS ABBREVIATIONS AC INDICATES ABOVE COUNTER MOUNTING J —BOX FURNISHED BY OTHERS. INSTALLED BY CONTRACTOR FAN HOOD GROUND IGROIRD FAULT OMIT INTERRUPTER T HOT WATER TAM KW N P PIS RO RECEPT SWEIO iElE lYP UNO lJC V M w/o YIP JUNCTION BOX KILOWATT NEUTRAL POLE PANEL RACEWAY ONLY RECEPTACLE SSITC EIOARD TELEPHONE TYPICAL UNLESS NOTED OTHERWISE UNCERCABINET VOLT WIRE OR WATT PHASE MIHOUT WEATHERPROOF r I 4IS -f. -34 I I DL SPARLING S . VA '9BL13 296-525-530 rex E—� Cn d NI -ttE bwmel Z", w� x 0 E m " 4 Ci) 1 w w w g:4 - NIL MARK ISSN I I FOR CELL "" C1/4.Y im manor MOS NM 011 1111 1 411 1 111C SCR 11 POW Groom as pro or sAeav' m olrar SP PECIPICAMC011 lir 40411MMIlar test SY C..5 ASSREv_4'r.v"s1v SCALE: PLAT DATE: &443 Cam: ROL VOL: 0E5 DtA DESCRIPTION r LAMPS MANUFACTURER A BEDROOM FIXTURE, CEIUNG MOUNTED (2) 20W T -4 SELF- BALLASTED KICHLER K- 8102WH B CORRIDOR, CEIUNG MOUNT (2) 20W T -4 SELF- BALLASTED KICHLERK- 8102WH C BATHROOM WALL MOUNT OVER MIRROR (2) 20W T -4 SELF - BALLASTED SEAGULL 4452 -15 D BATHROOM HEAT LAMP, RECESSED 300W HEAT LAMP BROAN 161 E DINING ROOM PENDENT KICHLER K- 7350WH F KITCHEN FLUORESCENT 16" X 4', 2 LAMP (2) F32 T -8 UTHONIA 2LB 232 Q EXTERIOR WALL MOUNT 20W T -4 SELF- BALLASTED PROGRESS P5705 -31 H EXTERIOR CEILING MOUNT 20W T -4 SELF- BALLASTED PROGRESS P5703 -31 .1 CEIUNG LAMPHOLDER WITH PULL CHAIN 60W A -19 INCAND. BRYANT 5228 PC J1 CEIUNG LAMPHOLDER 60W A -19 INCAND. BRYANT 5228 �( UNDERCABINET FLUORESCENT 17W T -8 (24 ") UTHONIA 2UC17 120 L STAIRWAY WALL MOUNT 20W T -4 SELF- BALLASTED PROGRESS P5703 -31 M CEIUNG LAMPHOLDER, WEATHERPROOF 20W T-4 SELF- BALLASTED BRYANT 5228 • LIGHT FIXTURE SCHEDULE SCOPE OF ELECTRICAL WORK - RIVERTON TERRACE 1. REPLACE ALL ELECTRICAL DEVICES, LOAD CENTERS, UGHTING FIXTURES, WIRING AND DEVICE BOXES WITHIN EACH DWELLING UNIT. REPLACE ALL BASEBOARD HEAT IN KIND WITH SOFTHEAT UNITS. 2. PROVIDE 120 VOLT POWER AT NEW SMOKE DETECTOR UNITS (FURNISHED BY OWNER). 3. UNIT ELECTRICAL LOADS DON NOT CHANGE UNDER THIS WORK EXISTING 120V CIRCUIT FROM PANEL "EX"' IN BUILDING G DOSTIG UGHT STANDARD AND 150M1 FIXTURE EXTEND 120V CIRCUIT TO HOT BOX, CONNECT TO 500 VA HEATER Pt" 30 2:719 I. i SOL T•-• .. 4 € .1 S - REE PARTIAL SITE PLAN •i4 BLDG. B 0--NEW 'HOT 80X' SEE MECHANICAL SYMBOLS & ABBREVIATIONS • • pi =en .O' " CONTROL CONNECTION, FOR INFORMATION ONLY 0 AFF A. AMP AING CB OCT DED (E) FBOC FH C, GILD NT F r► SMOKE DETECTOR COMMUNICATION OUTLET T.V. OUTLET PUSHBUTTON FOR DOOR CHIDE DOOR CHIME GROUND FAULT PROTECTION ORREJIT BREAKER ABOVE MIMED FLOOR WERE AMERICAN TIE GAGE ORC RT BREAKER CIRCUIT DEDICATED EXISTING UGHTNNNG SYMBOLS FLUORESCENT FIXTURE. TYPE AS INDICATED ON PLAN, SURFACE FLUORESCENT FIXTURE, TYPE AS INDICATED ON PLAN. RECESSED FLUORESCENT STRIP FIXTURE. DRAWN TO SCALE OR PER FIXTURE LEGEND FIXTURE CEIUNG MOUNTED FIXTURE WALL MOUNTED FIXTURE TYPE — SEE FIXTURE SCHEDULE SINGLE POLE SWITCH 3 WAY SWITCH POWER SYMBOLS sib DUPLEX RECEPTACLE 120V DOUBLE DUPLEX RECEPTACLE 120V GFl GROUND FAULT INTERRUPTER IG ISOLATED GROUND S SAFETY TYPE RECEPTACLE ABOVE COUNTER AT +4' ABOVE BApCSPLASH OR +6" ABOVE COUNTERS WITHOUT BACKSPLASH. GFl OR GFl PROTECTED HALF — SWITCHED DUPLEX RECPTACLE SPECIAL RECEPTACLE, TYPE AS NOTED PANEL -- 208 VOLT SYSTEM, +6' TO TOP U.N.O. EQUIPMENT CONNECTION DISCONNECT SWITCH ELECTRIC BASEBOARD HEATER EXHAUST FAN aRCUITING SYMBOLS SIGNAL & COMMUNICATION SYMBOLS RISER SYMBOLS ABBREVIATIONS AC INDICATES ABOVE COUNTER MOUNTING J —BOX FURNISHED BY OTHERS. INSTALLED BY CONTRACTOR FAN HOOD GROUND IGROIRD FAULT OMIT INTERRUPTER T HOT WATER TAM KW N P PIS RO RECEPT SWEIO iElE lYP UNO lJC V M w/o YIP JUNCTION BOX KILOWATT NEUTRAL POLE PANEL RACEWAY ONLY RECEPTACLE SSITC EIOARD TELEPHONE TYPICAL UNLESS NOTED OTHERWISE UNCERCABINET VOLT WIRE OR WATT PHASE MIHOUT WEATHERPROOF r I 4IS -f. -34 I I DL SPARLING S . VA '9BL13 296-525-530 rex E—� Cn d NI -ttE bwmel Z", w� x 0 E m " 4 Ci) 1 w w w g:4 - NIL MARK ISSN I I FOR CELL "" C1/4.Y im manor MOS NM 011 1111 1 411 1 111C SCR 11 POW Groom as pro or sAeav' m olrar SP PECIPICAMC011 lir 40411MMIlar test SY C..5 ASSREv_4'r.v"s1v SCALE: PLAT DATE: &443 Cam: ROL VOL: 0E5 DtA .1. i?1!1II hi HUM i S Q VI PP S i 88 li OP II 88 ii ii i - o ' li 1. HS PPP PPPPPP P P 88888888888 iii iiiii i i 88888888888 Hiiiiiiiii Jilin §li il v 1 i 1 I I I ® I M 5' F EA T 2110 a' EATER SCHEDULE I Mal THREE BEDROOM 10101101101 !MOON MOM 240 Y/ 120 • 1 1012 Nw too *a ❑ we A NO RA11NN 10.000 100 1111% ❑ ammo RMSH TIM scull [] me A •TIL& LARD COI= 111110111146 1001 1110 - PAW& soi11lD(s I p 1.25 KW 1.5 KW 2.0 KW I I H 12.00 ' 0.40 4.00 ii 0.40 0.40 , S �! !!!! a a Um 117 I aC • 11 mu-41 •S•10.10••1130•■=a roB1b 1 IMO PM€. TO IMAM D031010 - NO LOUD CHANGE 2 C#IOL111*1.3. IS. 4 710SEPSC SIMMS rt 88 ii xa 8 14 1• 6 04/4a .I 10 12 a a a iii i ! 8 S NNNNSII 6 1 Itstiiii ii TEAT tAIM RY TEAT Iii )) 1 C nvit f 17. as 4 ti - J r tryl PER opg; ‘ izs4, %.*Ni c:c) ddi i E 8 8 a a fi ff N VS a a i r •10 •10.10 S S a tom ' hi r 00 a v S • a a r 10 W • • 10 a ■ i{ . ay •1 �E g 0 531 2 gr m 1! Iiiiiiiiil p§§§11 lGa� 1 PP 88 • N a 1! 1 8 g • PO a g 8g Mk i u r a I I I 3 i • a A 10 4 i •10U10U10 ;! N a 0 A a R i 8 11 H L C EE t • • 7 1 P S a 4 fid S S a a rd i a flr 88 g i r a v a • ii 88 i f • 'p•• • 10 a •s UV a S S a r rI w o v • a S 10• a S a S a fin a ! 9f I I o 0 ® ® I M 5' a' EATER SCHEDULE I 0.5 KMI 1.0 Kw 1.25 KW 1.5 KW 2.0 KW I C nvit f 17. as 4 ti - J r tryl PER opg; ‘ izs4, %.*Ni c:c) ddi i E 8 8 a a fi ff N VS a a i r •10 •10.10 S S a tom ' hi r 00 a v S • a a r 10 W • • 10 a ■ i{ . ay •1 �E g 0 531 2 gr m 1! Iiiiiiiiil p§§§11 lGa� 1 PP 88 • N a 1! 1 8 g • PO a g 8g Mk i u r a I I I 3 i • a A 10 4 i •10U10U10 ;! N a 0 A a R i 8 11 H L C EE t • • 7 1 P S a 4 fid S S a a rd i a flr 88 g i r a v a • ii 88 i f • 'p•• • 10 a •s UV a S S a r rI w o v • a S 10• a S a S a fin a ! 9f I I � � RIVERTON TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY HOUS[GN AUTHORITY Tonkin /Hoyne /Lokan Architecture and Urban Design 204 Firat Avenue South. Seattle. Washington 90101 PHONE: (206) 624 7880 / FAX: (206) 622 1766 l ei ` i l jfq !'�1 C 1: ll C nvit f 17. as 4 ti - J r tryl PER opg; ‘ izs4, %.*Ni c:c) ddi i E 8 8 a a fi ff N VS a a i r •10 •10.10 S S a tom ' hi r 00 a v S • a a r 10 W • • 10 a ■ i{ . ay •1 �E g 0 531 2 gr m 1! Iiiiiiiiil p§§§11 lGa� 1 PP 88 • N a 1! 1 8 g • PO a g 8g Mk i u r a I I I 3 i • a A 10 4 i •10U10U10 ;! N a 0 A a R i 8 11 H L C EE t • • 7 1 P S a 4 fid S S a a rd i a flr 88 g i r a v a • ii 88 i f • 'p•• • 10 a •s UV a S S a r rI w o v • a S 10• a S a S a fin a ! 9f I I a • i a a 0 N1 y RIVERTO\ TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY HOUSIGN AUTHORITY Tonkin /Hoyne /Lokan Architecture and Urban Design V V V z c � 111 2 Z M 0 Z O m 204 First Avenue South, Seattle, Washington 98104 PHONE: (208) 824 7880 / FAX: (206) 622 1766 22. a V 30A -2P 18i2O II I I I I I I 4 BR UNIT - FIRST FLOOR PLAN .5 KW `�. 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RANGE HOOD CONNEC710N 13::› SEE EXHAUST FAN CONTROL DETAIL ch” 4: its DL SPARLt1G aen.rx sows 7I S.►tt rtr VA 9 5 4R14I r 2S6- 5 -33113 Fax zi • I • • p a i Aor w 4. • x3 5 tf, c;3' cz) RIVERTON TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY HOUSIGN AUTHORITY 888 Tonkin /Hoyne /Lokan Architecture and Urban Design z 0 m 204 First Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 / FAX: (206) 622 1766 3/4" STOP & WASTE VALVE --�- SEE NOTE 1, / THIS SHEET STOP do WASTE VALVE -� I r � SEE NOTE 1, THIS SHEET 1 /2" 2 BEDROOM UNIT - BLDGS. A, C & F NO SCALE NOTE: UNITS A, C & E SHOWN UNITS B, D b: F OPP. 3/4' UNDER FLOOR 1/2" 1/2" UNDER FLOOR 4 BEDROOM UNIT - BLDG. E 3/4" UNDER FLOOR 1 /2" '41 u -1 .■„! 1 /2" i 4 4(40- r -t\ Iq SCALE 1I: UNITS A S C SWIM +I11111SS&0OP 3/4" 1 1/2" UNDER FLOOR ti� STOP & WASTE VALVE - --- SEE NOTE 1, THIS SHEET 3/4" 44 V 1/2" UNDER FLOOR 1/2" UNDER FLOOR 1/2" UNDER FLOOR 3/4" UNDER FLOOR 3 BEDROOM UNIT - BLDG. B NO SCALE NOTE: UNITS A, B & D SHOWN UNITS C & E OPP. 3/4" 3/4" h 3/4' UNDER FLOOR I 3/4" STOP & WASTE VALVE SEE NOTE 1, THIS SHEET • r► Q 096) 1/2- 3/4' 1/2" UNDER FLOOR 4; , �I SEE NOTE 1, '' THS SHEET l 1 /2 3/4" UNDER FLOOR 3/4" UNDER FLOOR 5 BEDROOM UNIT - BLDG. D 110 SCALE GENERAL NOTES: 1. CONNECT NEW TO EXISTING WATER SERVICE. CONTRACTOR TO VERIFY EXACT LOCATION. 2. STOP VALVES AT FIXTURES NOT SHOWN. 3. INSULATE HOT AND COLD WATERLINES. STOP & WASTE VALVE -a.- ERE: WIT S SINN 1/2- EVERGREEN ENGINEERING Mechanical & Electrical Engineering Services � +052 NE s9111 st T. ias 525-1071 UMW, 11111 98115 Fs (206) 527-27,‘ .cC`L4 1 % 6..410pt tr CI . C `; i I DRAIN; iIE P'EfT SET 6 JCiusT Q, 2003 FOR KNIT OILY um►aacess me IIMrwIIMINIDOOe WM afftrAI. A► at SIMr 1 +wr AD NOIX1000111RWallnlllt ACS MAIM TTTIL PG*E WATER 5ER'iE SC ALE: AS NOTED PLOT DATE: CAD FILE: PROJ. WE:- DRAFTIER: TIDE quart le P01.1 tit 3/4" STOP & WASTE VALVE --�- SEE NOTE 1, / THIS SHEET STOP do WASTE VALVE -� I r � SEE NOTE 1, THIS SHEET 1 /2" 2 BEDROOM UNIT - BLDGS. A, C & F NO SCALE NOTE: UNITS A, C & E SHOWN UNITS B, D b: F OPP. 3/4' UNDER FLOOR 1/2" 1/2" UNDER FLOOR 4 BEDROOM UNIT - BLDG. E 3/4" UNDER FLOOR 1 /2" '41 u -1 .■„! 1 /2" i 4 4(40- r -t\ Iq SCALE 1I: UNITS A S C SWIM +I11111SS&0OP 3/4" 1 1/2" UNDER FLOOR ti� STOP & WASTE VALVE - --- SEE NOTE 1, THIS SHEET 3/4" 44 V 1/2" UNDER FLOOR 1/2" UNDER FLOOR 1/2" UNDER FLOOR 3/4" UNDER FLOOR 3 BEDROOM UNIT - BLDG. B NO SCALE NOTE: UNITS A, B & D SHOWN UNITS C & E OPP. 3/4" 3/4" h 3/4' UNDER FLOOR I 3/4" STOP & WASTE VALVE SEE NOTE 1, THIS SHEET • r► Q 096) 1/2- 3/4' 1/2" UNDER FLOOR 4; , �I SEE NOTE 1, '' THS SHEET l 1 /2 3/4" UNDER FLOOR 3/4" UNDER FLOOR 5 BEDROOM UNIT - BLDG. D 110 SCALE GENERAL NOTES: 1. CONNECT NEW TO EXISTING WATER SERVICE. CONTRACTOR TO VERIFY EXACT LOCATION. 2. STOP VALVES AT FIXTURES NOT SHOWN. 3. INSULATE HOT AND COLD WATERLINES. STOP & WASTE VALVE -a.- ERE: WIT S SINN 1/2- EVERGREEN ENGINEERING Mechanical & Electrical Engineering Services � +052 NE s9111 st T. ias 525-1071 UMW, 11111 98115 Fs (206) 527-27,‘ .cC`L4 1 % 6..410pt tr CI . C `; i • OGSTWIG 4� EXISTING WATER METER W SOUTH 146Th STREET PARTIAL PLOT PLAN NO SCALE RPBP PIPING DETAIL 112. = i•-or' RPBP 18 / PIPE SUPPORT UNDER S.O. VALVES LONG RADIUS ELBOW (TYP) I I z b HOT BOX ENCLOSURE RPBP WATER METER FI RE PLUG U.adc+' up pc441;E- no+ pwif- of Ron; t DD3 - 278 Fcwit.t . !lAff.BIeLS CONSTRUCTION NOTES DESCRIPTION OF THE WORK PICKCERING COURT; REPLACE ALL PLUMBING FIXTURES WITH NEW AND INSTALL SEISMIC BRACING FOR EXISTING WATER HEATERS. RIVERTON TERRACE: REMOVE ALL DOMESTIC WATER PIPING FROM THE BUILDING SUPPLY TO ALL FIXTURES AND REPLACE WITH NEW. REPLACE ALL PLUMBING FIXTURES WITH NEW. INSULATE NEW HOT AND COLD WATER PIPES. INSTALL A NEW REDUCED PRESSURE BACKFLOW PREVENTER AND A HOT BOX FOR FREEZE PROTECTION. BURNDALE HOMES; REMOVE ALL DOMESTIC WATER PIPING FROM THE BUILDING SUPPLY TO ALL FIXTURES AND REPLACE WITH NEW. INSTALL A NEW WATER METER FOR EACH PAIR OF UNITS. REPLACE ALL PLUMBING FIXTURES WITH NEW. INSULATE NEW HOT AND COLD WATER PIPES. WATER PIPE COPPER WATER TUBE; ASTM B 88, TYPE 'L' WITHIN THE BUILDING AND TYPE 'K' WHERE UNDER GROUND OR IN CONTACT WITH EARTH. WASTE PIPING NO -HUB ASA GROUP 022 CAST IRON PIPE FOR DRAIN AND WASTE PIPE ABOVE THE CRAWL SPACE; OR SCHEDULE 40 ASTM D 2661 ABS DWV PIPING IN CRAWL SPACE. VENT PIPING NO -HUB ASA GROUP 022 CAST IRON PIPE, SCHEDULE 40 ASTM A 53 GALVINIZED STEEL OR SCHEDULE 40 ASTM D 2661 ABS DWV PIPING. FITTINGS COPPER TUBE: WROUGHT- COPPER SOLDER JOINT PRESSURE FITTINGS, ASME B16.22 AND CAST - COPPER SOLDER JOINT PRESSURE FfTTTINGS, ASME B16.18 COPPER UNIONS: ASME B16.18, CAST COPPER ALLOY BODY, HEXAGONAL STOCK, WITH BALL- AND - SOCKET JOINT, METAL -TO -METAL SEATING SURFACES, AND SOWER-JOINT OR THREADED ENDS. CAST IRON PIPE: NO-HUB ASA GROUP 022 CAST IRON FITTINGS. GALVINIZED PIPE: ASTM A -53 PIPE: ASTUA B16.4 GALVANIZED CAST -IRON THREADED RECESSED DRAINAGE PATTERN WITH THREADS CONFORMING TO ASME B1.20.1. ABS PIPE: ASTM D 2661, MADE TO ASTM D 3311, SOCKET TYPE, DRAIN, WASTE AND VENT PIPE PATTERNS. JOINLNG MATERIALS COPPER PIPE: ASTM B 32 SOLDER FILLER METAL, ALLOY Sn94, Sn95, E HA, OR HB. NO-HUB PIPE: ASTM C 564 NEOPRENE SEALING SLEEVE WITH TYPE 300 STAINLESS STEEL SHIELD AND CLAMP ASSEMBLY ABS PIPE: MEK CLEANER AND DURAPLUS SOLVENT CEMENT. INSULATION BLACK POLYETHYLENE CLOSED CELL OR CLOSED CELL POLYOLFIN ELASTOMERIC PIPE INSULATION. aLtairLarilBANCE CONTRACTOR VERIFY ALL DIMENSIONS ON SITE. PERFORM ALL WORK IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE, 2003 EDITION. DO NOT ENCLOSE, INSULATE, COVER, OR PUT INTO OPERATION WATER DISTRIBUTION OR WASTE AND VENT PIPING SYSTEMS UNTIL THE SYSTEMS HAVE BEEN INSPECTED AND APPROVED BY THE AUTHORITY HAVING JURISTICTION. NOTIFY THE PLUMBING INSPECTOR AT LEAST 24 HOURS PRIOR TO THE TIME AN INSPECTION IS TO BE MADE. ROUGHING IN INSPECTION: ARRANGE FOR INSPECTION OF PIPING SYSTEM BEFORE CONCEALED OR CLOSED IN AND PRIOR TO SETTING FIXTURES. CAP AND SUBJECT THE WATER SYSREMS TO A STATIC PRESSURE TEST OF 50 PSIG ABOVE THE OPERATING PRESSURE AND ALLOW TO STAND FOR 4 HOURS. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYTEM OR PORTION THEREOF UNTIL SATIFACTORY RESULTS ARE OBTAINED. ROUGHING IN TEST OF DWV SYSTEM: TIGHTLY CLOSE ALL OPENINGS IN THE. FILL SYSTEM WITH WATER TO POINT OF OVERFLOWING. ALLOW TO STAND 15 MINUTES AND INSPECT ALL JOINTS FOR LEAKS. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS MID RETEST SYTEM OR PORTION THEREOF UNTIL SATIFACTORY RESULTS ARE OBTAINED. FINAL PLUMBING TEST: AFTER PLUMBING FIXTURES HAVE BEEN SET AND THEIR TRAPS FILLED WITH WATER, PLUG STACK OPENINGS ON ROOF OF BUILDING AND BUILDING DRAIN WHERE IT LEAVES THE BUILDING. INTRODUCE AAIR INTO THE SYSTEM TO A PRESSURE OF 1 WATER COLUMN. USE A U TUBE INSERTED IN THE TRAP OF A WATER CLOSET TO MEASURE THIS PRESSURE. MR PRESSURE SHALL REMAIN CONSTANT WITHOUT INTRODUCING ADDITIONAL MR FOR 4 HOURS. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYTEM OR PORTION THEREOF UNTIL SATIFACTORY RESULTS ARE OBTAINED. PREPARE REPORTS OF 1 t.STS AND CORRECTIVE ACTION. RUN PIPES GENERALLY AS SHOWN AND PARALLEL TO THE BUILDING WAILS. MAKE MEASUREMENTS AT SITE BEFORE CUTTING AND FABRICATING PIPING ASSEMBUES. CONFORM TO THE FOLLOWING TABLE FOR MAXIMUM SPACING N40 MINILIIJM ROD SIZES FOR HANGERS AND SUPPORTS: PPE MAT'L MAX.. NOR. MAX. VERT. IAN ROD SPACNG SPACING COPPER 5' 10' ND --HUB 5' 10' GALV. 7' 15' ABS 4' 4' ISOLATE ALL PIPES FROM BUILDING STRUCTURE. 3/8" 3/8 3/8' 3/8 INSULATE HOT AND COLD WATER PIPES USING THICK EIASTOMEMC INSULATION_ CLEAN AND SECT THE POT5AE.E WATER SYSTEM PRIOR TO LASE. FLUSH WITH aim WAITER UNTIL DIRTY WAITER DOES NOT PPM* AT 1W OURETS. DRAIN THE SYSTEM. FU. THE SYSTEM WITH A WA1ER/CFIORI NE SOLUTION CONTPANING AT LEAST 50 PPM CHLORINE MD ALLOW DRAM THE SYSTEM. FLL THIESYSTENI WIN A WATERAHLORRIE SOLUTION COMTIVINING AT LEAST 200 PPM AND /ALLOW FLUSH THE SYSTEM IIIN CLEW PODeLE WATER UNTO CHLORINE LEVEL. IS EQUAL TO THE ■11ER SUPPLY SST 111 SALE'S N STERILE BOTTLES TO THE AUTHORITY MIND JURISTICTIONL REPAT PROCEEDURES F BIOLOGICAL ICAL SHOWS ELI e TO STAND FOR 24 HOURS. TO STAND FOR 3 HODS. DUNNE LEVEL NOTE: ITEMS IN THIS SCHEDUOLE ARE THE PREFERRED ITEMS. SIMILAR ITEMS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED WHEN APPROVED BY THE OWNER. JAMS LAUND W.C. SINK LAV SHWR TUB PLUMBING SCHEDULE D 1121 WASHING MACHINE SUPPLY & DRAIN: GUY GRAY MANUFACTURING CO., INC. MODEL B150. TOILET: KOHLER DEVONSHIRE TOILET MODEL K -3457 WITH K -4653 SEAT AND K -7637 ANGLE SUPPLY WITH STOP. KITCHEN SINK: ELKAY MODEL STLR - 3322 -R DOUBLE BOWL STAINLESS STEEL SINK WITH LK- 35BASKET STRAINER AND DELTA 400WF FAUCET WITH SPRAY. BATHROOM LAVATORY: CRANE 1 -319 WITH DELTA 520 WF MPU FAUCET. SHOWER: JKOHLER SONATA SHOWER MODULE K -1599 WITH K -9132 SHOWER DRAIN, K- 701214 SHOWER DOOR & DELTA DM3641 SHOWER VALVE. BATH: KOHLER DYNAMETRICS BATH K -519 OR K -520 WITH K- 7160 -AF BATH DRAIN, K -6881 INVERTER SPOUT, K- 704216 BATH DOOR AND DELTA DM3641 SHOWER VALVE. WA R . , .: NO IN CONTRAC RPBP REDUCED PRESSURE BACKFLOW PREVENTER: WATTS SERIES 909, 4" SIZE. HOT BOX RPBP FREEZE PROTECTION: HOT BOX MODEL HB6E WITH 500W HEATER. VA4440 t-efuwod•fe. ped/m44- ietofr f"4i•' of 1 P21e -ppvw1 . t. wf 11E3 EVERGREEN EN C/N 1?4 Mechanical & Electric Engineering Services OM NE 9111 ST. Ti (206) SAS -tOT -- Fen (206) 527-2712 9 Swink WA 4115 ■ a+s �C i s eri I -. •' 0.4 .!k(4) a , (3) pg o � b l U Cep ra.) 444 1:4 f:4 z 0 z w Ea-4 E o � — c:4 w 1:4d N t*Atr G ISSUE PIT 5ET AUGUST 2, 2003 IMAM TITLE O m sz co tO _ o • N rn ▪ w o O • aD Cl) Cl g3 4:1 d 0 0 II .. w w NI O a FOR KNIT COY isoacssu mom; wNIMINa Pow APPLICANCE AID ID 111Dir MID ND 11mwa■as Or •o1110wwrr MIRO GENERAL CTE5 AND DETAILS SC : AS NOTED PLOT DATE: CAD FILE: PROJ. MGR.: DR P012 i 4► ' ur u 0 FDCWRE I _ FIXTURE CONNECTIONS i - .i .i N N N N N V s s s s 1 CA _i —6 — —6 < N 4 VV —6 Cot 4�h�hS h)hf ■ 1 V 46 ■ [WASTE I r W W h3NNh�N. 1 eV s 46 4 a 64 (*\ 1 -1/2" PP GI � " 1 -1/2" rI Ca) cz) 1‘;:•••!1 4•44•441, -1/2 V.T.R. 1 -1/2" V.T.R. 1 -1/2" V.T.R. 1 -1/2" V.T.R. 1 -1/2" V.T.R. RIVERTON TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY HOUSING AUTHORITY 3" �� ' \ 3* Y.T.R. 1 -1/2" V.T.R. (I) 1� r 1 -1/2" ) V.T.R. 1 -1/2" V.T.R. 3* Tonkin /Hoyne /Lokan Architecture and Urban Design 204 First Avenue South, Seattle, Washington 98104 PHONE: (208) 824 7880 / FAX: (206) 622 1768