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HomeMy WebLinkAboutPermit D03-275 - RIVERTON TERRACE APARTMENT - KING COUNTY HOUSING AUTHORITY BUILDING CK.C. HOUSING AUTHORITY —BLDG C 14440 41sT AVENUE SOUTH D03 -275 • doc: Devperm Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Public Works Activities: City of Tukwila DEVELOPMENT PERMIT N N Profit: N D03 -275 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Parcel No.: 0040000205 Permit Number: D03-275 ,- w Address: 14440 41 AV S TUKW Issue Date: 12/19/2003 tu Suite No: Permit Expires On: 06/16/2004 v 0 (J) Tenant: CO H Name: RIVERTON TERRACE APARTMENTS Address: 14440 41 AV S, TUKWILA WA w O 2 Owner: ga 71 Name: KING COUNTY HOUSING AUTHORITY Phone: U- Address: 15455 65TH AVE S, TUKWILA, WA = d 1 _ w Contact Person: z ► Name: JOHN D'AGNONE Phone: 206 - 624 -7880 z O Address: 204 FIRST AV S, SEATTLE WA � uj D Contractor: o cn Name: C E & C INC Phone: o �-- Address: 3221 CENTER ST, TACOMA WA = w Contractor License No: CEC * * * *346L7 Expiration Date:09 /30/2004 1 — H u_ O DESCRIPTION OF WORK: tii z INTERIOR REMODEL INCLUDING NEW FINISHES, FIXTURES AND CABINETS. PLUS ASSOCIATED HAZ -MAT, PLUMBING U AND ELECTRICAL UPGRADES. NEW ENTRY DOORS AND WINDOW REPLACEMENTS. PRUDENT OWNER STRUCTURAL UPGRADES ~01— TO BE PERFORMED WHERE FEASIBLE. WATER SERVICE PROVIDED BY WATER DISTRICT #125; REFER TO PERMIT z 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 ,.... .. G. ..... e..,.i L.....,.>Li.n ... , w a�..r,. �+ -uAt> Y��i*{v:. i..•... •. .t.Y t•.S. .it.• .•J .:u?K. Jnr�t'.f: Water Main Extension: Water Meter: doe: 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 -275 Public: N Printed: 12 -19 -2003 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Print Name: J6tJ r ,, Q A -2 Date: /, - /9 -ct3 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 construct or t fperformance of work. I am authorized to sign and obtain this development permit. Signature: ,!/ Date: 9 t / � 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. D03 -275 Printed: 12 -19 -2003 ...c — is, City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0040000205 Permit Number: D03-275 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- 835 - 1111). 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. 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. doc: Conditions D03 -275 Printed: 12 -19 -2003 s �.y w, .r..i..x 7'i�Uv; Hk,.an:i.,n�:11.'.d3' x``�',,'iw C,i'Fi f�k'f''i:'.:tt,;; i�'ii9E'•w s' ti41SY41te,:'.. +S vYok JL�.9 C:sJ44.}0vd'sr. 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. doc: Conditions D03 -275 Printed: 12 -19 -2003 n -..,�:i4 i ��... cj• .�,; ?„ :t 1,,2 e rr �r� 3 i�uY.a,F.Rm1.,(Y7'txr'..' era 9�rA 'M�r;;'frz�:id�r.�.i..Rk'�.t� Sc�.i5d5�i:.'�'a r 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. Signature: 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. Print Name: J6 i Ni N i , D03 -275 of law and ordinances other work or local laws Date: l? tL 03 Printed: 12 -19 -2003 King Co Assessor's Tax No.: Site Address: 44+ 0 4 -'4',A4,,,, ;14 iecaumber: Property Owners Name: 14. P ���, t i r ,- j.j i , A I C; 4- L4 T 4 n t'L + T - r Tenant Name: Mailing Address: E -Mail Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: \applications\pertnit application (3 -2003) 3/2003 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. Applications will not be accepted through the mail or by fax. * *Please Print ** • • I 204 NI 0 -A rro 41- c‘A-- c . Page l City .�` R-e 1-i r r Lc Cit Day Telephone: Fax Number: F i� �l c- S �J T oo. Floor: New Tenant: D .... Yes Q-No T� t' r‘ State State 00 (/OPO— Nei 0090 — Of 9. 0 aril/044)— a 1 1 /vvilla) — v Zvi Zip Name: So ri t 12 � e ) a Kt T L. d / 1-0-1 k,1 Day Telephone: (O(;) & o 5 (7 Mailing Address: 262 4 T ,6, /,r_ 4. .6 E � T r L . - 4 15i 04 City State Z ip r_ 4 -k1 (- — 0441 Fax Number: ( 1.00 (e,' — J 7 (A 6 Company Name: Mailing Address: City Day Telephone: Fax Number: Zip 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 . = Alt plans must be. wet stalinped ti Architeck of Record; g Si 04 State Zip C zvi.) f'4-7 (.200 (p - 17 col, ENGINEER; OF RECORD All plans must be.wet by Engineer off Record Company Name: k e_ A tp v) ( S c. L� L e e T h nn • Mailing Address: State Zip City Day Telephone: Fax Number: Valuation of Project (contractor's bid price): $ \applications \permit application (3.2003) 3/2003 C,• D hr2 v Scope of Work (please provide detailed information): ( 1 Page 2 Existing Building Valuation: $ , 0 0 Will there be new rack storage? p ..Yes Q'No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below 1 "'Floor •2" ° Floor .: : 3t! Floor Floors Basement: Accessory Structure* . Attached:.Garage Detached Garage Attached Carport Detached Carpo Covered Deck :Uncovered Deck • 2 , Y 0 Addition'to Existing Structure Type of • •: ' Construction per UBC ' IJ Type of Occupancy per UBC 12 - I 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: 0.. Sprinklers ❑..Automatic Fire Alarm ❑ ..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No • 1f "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. trsnnavx�•. Scope of Work (please provide detailed information): ❑ ...Total Cut ❑ ...Total Fill \applicationslpermit application (3.2003) 3/2003 Call before you Dig: 1- 800 - 424 -5555 Please refer.: to Public Works Bulletin #1 for:fees and estimate sheet. District ❑ ...Tukwila ❑ ...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 -of -way Non Right -of -way cubic yards cubic yards ❑..:Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑...Sewer Main Extension Public ❑ ...Water Main Extension Public 11 11 ❑ .. Highline ❑ .. 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 =fl ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line If WO# WO# WO# Private Private Page 3 ❑ ...Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ... Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip 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/Refri@/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind M1uc L NTCAL PERMIT�INFOi._.4ATIO MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: 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 ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement ....0 Commercial: New .... ❑ Replacement ....0 Fuel Type: Electric 0 Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: TERMITAPPLICATION :NOTES,:- Ap plicableto all permits in tfiis applicatiop 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 OR AUTHORIZED AGENT: Signature: / 4451M Print Name: Mailing Address: r -I Date Application Accepted: c/3 %applicationa&permit application (3 -2003) 3/2003 6431 3670 Date Application Expires: Page 4 Date: 9 -4.- a ' j J Day Telephone: ( ZOO i z-4--/p).), 9 51 City State Zip - ivitc ai id: K F'a t:1"�rYd:tt4: �,tMn:;.•y��rntvc.= xyxK.t�xa Staf Initials: Parcel No.: Address: Suite No: Applicant: Receipt No.: R03 -01457 Initials: SKS User ID: 1165 Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 SABEY CONSTRUCTION TRANSACTION LIST: Type Method Description RECEIPT 0923049031 Permit Number: 12101 TUKWILA INTERNATIONAL BL TUKW Status: Applied Date: PDS ENGINEERING Issue Date: Payment Check 34636 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code 000/322.100 000/345.830 000/386.904 Payment Amount: Payment Date: Balance: Amount 1,159.09 Current Pmts 699.75 454.84 4.50 Total: 1,159.09 D03 -375 PENDING 12/09/2003 1,159.09 54'50 12/09 9 716 TOTAL 1159.09 12/09/2003 03:17 PM $0.00 Printed: 12 -09 -2003 z ,�Z re 2 6 .J o O 0 coo cn w _11_ co u_ 1 ME Receipt No.: R03 -01514 Payment Amount: 718.25 u_ 0 d Initials: SKS Payment Date: 12/19/2003 09:34 AM _ User ID: 1165 Balance: $0.00 z I I— O z I— 111 Lu O p U O D- o l-- W W TRANSACTION LIST: I � Type Method Description Amount 11.0 .Z Payment Check 155693 718.25 Uco HI O Parcel No.: 0040000205 Permit Number: D03 -275 Address: 14440 41 AV S TUKW Status: APPROVED Suite No: Applied Date: 09/04/2003 Applicant: RIVERTON TERRACE APARTMENTS Issue Date: Payee: KING COUNTY HOUSING AUTHORITY ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BUILDING - RES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts 713.75 4.50 Total: 718.25 5770 :f 2/19 971.6 TOTAL 4096.50 Printed: 12 -19 -2003 Z Copy Reprinted on 09 -04 -2003 at 15:56:01 RECEIPT NUMBER: R03 -01085 SET ID: S000000085 TRANSACTION DATE: 09/04/2003 SET TRANSACTIONS: Set Member Amount D03 -273 463.94 D03 -274 418.44 D03 -275 463.94 D03 -276 287.14 D03 -277 352.79 D03 -278 463.94 TOTAL: 2,450.19 TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - RES SET RECEIPT 09/04/2003 SET NAME: Temporary Set TOTAL PAYMENT: 2,450.19 TOTAL PAID FROM TRUST: . 00 TOTAL PAID FROM CURRENCY: 2,450.19 Payment Check 20370 2,450.19 TOTAL: 2,450.19 RECEIPT ISSUED BY: ADMIN INITIALS: BLH ENTERED DATE: 09/04/2003 TIME: 01:10 PM Amount Account Code Current Pmts 000/345.830 2,450.19 TOTAL: 2,450.19 PAYEE: TONKIN/HOYNE/ LOKAN ARCHITECTURE T9/05 716 TOTAL 2450.19 Project, Type of Inspection: —{ Address: ji Li 0 tt ' "'-` t \ U A s Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: . :i.� J.Y>wrtkA�.;�:i[�:�.�1i:.� �.'4' +: • +�Sti w.'� rW, i �:i4 1. w. tom». wr INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 R Approved per applicable codes. JJ Corrections required prior to approval. COMMENTS: `Yr(' - Cove \ ,�P4e Inspector: Date: (206)431 -3670 DI $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: `; ���� IAdia Type of ' nspection: �/1� G c-eIoed 4,';tr.U, A Ilzi { n • - -e v - xn - \*e 4' `ct iO A r Date Wanted: __. i ( a.m. m Requester: /' 4 . / ,�� ...��/ /lam I Phone No: ?5 -3 O z ' r6 T /S S \- r � \<-., ', v. co ne . rr Pr � �ct: ►,�P/( `; ���� IAdia Type of ' nspection: �/1� G • A Ilzi { n • os D a te Cal led: J ( ( `� .. Special Instructions: / Date Wanted: __. i ( a.m. m Requester: /' 4 . / ,�� ...��/ /lam I Phone No: ?5 -3 O z ' r6 T /S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Do3 - 75 r Approved per applicable codes. Corrections required prior to approval. Inspector R(.1 Arv‘ Date: 9o $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: CO MMENTS: yp e of Ins i � n: li \-) 1 E \PC-\ (c, t --V k r\c at p t Oil at I J Special Instructions. e 7 ..) F\ ■\c-1 .P- .P ►r' 4 fr" (A .., G t % 3 0 - - - ( 0 ( 41 c 1 a /Q,,4 , : ', 1 `,. to 5 pP( , 0 „, C o tnn OA E I • ov 0o,ryPL4 -(on Pr f St: \) e & T haq yp e of Ins i � n: li Addr Lib 14 ( nts( Date Called: J Special Instructions. Date Wanted: a.m. Miott C Requester: � PoneN ( - s % 3 0 - - - ( 0 ( 41 c ie INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukw'la, WA 98188 Approved per applicable codes. (206)431 - 3670 Corrections required prior to approval. Inspector AORem,v,s4 Date: D L $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: Pf¢j 1ct;��� �/(,( /� �R• f " A Cgi T FO of Insp -f., • , / /�- L�;�` / l 4.1 / (, Q/ U Addres : Date Called: q//o Sp-cia I structions: Date Wanted: ( ��� . / j``' 4 Requester: q Gf/� P r no— (Q L(/5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: I.) -- VV - 00\ c\Q w.e.A\ Dater ^ ��, w v L.' $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: .4: v;. a«.' �,. :4. Xc1.fv;itex4 } Z I I ~ Z OG JU U NO W UJ 1.- W 2 J u_ = d = W • O • W U co 0H W H� O � U = 0 z Project: --- f it.. r .. /.,€ /Z Type of Ins ection: &,• _,, , d . ,___, / Address Date Called: Special Instructions: Date Wan ed: - ,t a.rrrj, -,7 p.m. Reque tgri Phone. No: INSPECTION NO. INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PER 206)431 -3670 Corrections required prior to approval. COMMENTS: Uh;as LIB I 6 6r\ erg 1,1,1,/)\-e Inspector. <. Date: 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: P ect: ��' Type Inspection: o f 4 ) u ' 9�id ,� Ad � lr g (y � (� II GG�f o 0 , s " s r Date Called: e �o Special Instructions: Date Wanted: viv a.m Requester: , /) ) , L . Phone No: 53 , v r / vis ■3 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • (206)431 -3670 Corrections required prior to approval. COMMENTS: 5 ava g3 Inspect Date: 0 E.. 041 $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 j pct: Type of Inspection° • Addres /ova osi �S a5/Clld ae Dt /7/0, li Special Instructions: Date Wanted: a.m. Requester: A Phone N 5 j-��Q_ /9'/ ;s>:ar�i,litu:; r ?wL?L +3n''`:r7. r,L:FP -Rti m�cu+x • INSPECTION RECORD Retain a copy with permit INSPECTION 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: Inspector s- Date: ` ( 8 ( $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: 435 Proj t: .-'"' -ma c(- \)&t t fpifi 1 n: Type of Inspection: ika t ( J , ep- dd ss: Li, ( p i.v c Date Called: S licid I l P tr ctions. Date Wanted. � f D t (221.. Requester: Phone No: 11 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. OMMENTS: Un`ta MA S kk• ► Ur C0 vie p!- + Inspecto Date: 9 O 2, ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee�rnust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P ject: r 1--emac Type of IpspeFtion: A die Rate Called: SpeciAl Iristrtctions: • Date Wanted: o Requester: CP Phone No: Q 10 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 ' . )431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: uv ‘ !1E O Q.f ��'�`t� .1, J\ (An._ �C1 w\ L4 t — r> 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: Si3 P oject: vd ' r - - 1 , te a Type 5fjl spectio - -� - (� ? -�-P.. Address: /(-1-i-iio .2--f( / 44),c Date Cal e Special Instructions: Date Wanted a. 0 Requester. f .Is ° ,sac -(2 41 vz: 1 riuv * hk: Aiv::+ n. rd R4! fyi :Gi:6r.i11x;r».'d.:i'Sn��in'.i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION) 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)43 -3670 M Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: ( Date: q_ .2)_ $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: Proj . , t \ eA :- ;vrle(aCe Typ of Ins ection: r71r Date'Calle : c 2,.. i/ 0 " . Address : Spe I I s truc t i o n Date Wante O � a p.m. Requester: fione N '( • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 duo 3 r PER (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Vv\i'15 SR SL► Sy\ r"- Inspector: Date: LIa 3 — 0ti ri $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 'eat: rlve,Lt,)vl i/ aq' Type of Insp c ion: W a JW -I ( ,' , A ress: �^ ` W n 1 -4"( At) -1, Date Called: ' 7 d y Spe ial ns ructions: Date Wanted: J jJ(. ,,- p.m. Requester: Ph ne No: ' INSPE RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DO S'_ 1 5 J Approved per applicable codes. Corrections required prior to approval. COMMENTS: UvCcA5 S8 SL 521 Inspector. Date: I 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: Pr ct: - IVc IA OIc, Type of In spee i n: lAkat lfi Address: 1 I 4 — (1 Date Called: ; 3,0/ l / ructions: Speci Date Wanted: rp J C ) p.m. Requester: ( 1)-45---1-) J Phone f 2 4) -r ... LS- .1t INSPECTION NO. LI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 -3670 Corrections required prior to approval. COMMENTS: a v\ce \\-r � 6-Cof It %IN \ ot Inspector. Date: 8 ?1`O 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 ct: V" I X )1A Tevw.e Type Qf Inspecti n: - 0 / t° t 16 Address : � �� � c, r Date Called. � (7/1) Special Instructions: Date Wanted: 1 ,..5 0/0 Li a.m. r irx, Requester: Pho ne No ( 5 -)o !!�,(.� —lY ! ` � / J INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Doi �7 (206)431 -3670 E Corrections required prior to approval. COMMENTS: }.� Ar ( v Lov^ \nolis clt, cli Date: 8 30 - O -1 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 ctt: Q� u n T .( Tge4a(e Type of Inspection:, ,, n j i�c!J�( t. e Ac s : r_ j ` fi r - v t.. ( „(. () De Called: /o/c at g 4 Special Instructions: Date Wantedya /---/ & / Cr: n Requester: Pp Nji) cc) `h 5 3 �' LMT'.' a�«' AE'.. iw'. 52...'✓ ; ».i:iS�Ai`..;ti6!2..... Ei 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 PERM T N I* 06)431 670 Ej Corrections required prior to approval. COMMENTS: Ar f\\1o, , Inspector, Date: 0 , \ + ()L.\ ri $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: S4 Pr j c : Type f Inspect on: • 4Q Ades o "' Date CaIled: y 3 , 0 1 0 Special Instructions: Date Wanted: „ ii 1 I ��„ p.m. Requester: in i/ Pone No. Q mo o — L4-1-i5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 El Corrections required prior to approval. COMMENTS: Cavee(L'1 b cw r ; Inspecto6 A.2.5aQ R4J1 Date: 3 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: i'; ra•7p ���F�t " �w�C�:;: u5". n” i{"' i�r'+ tid' Gr. A':wl�tiz��tii:'rr�:'iy:. >.:c.'`J Pr eq: 1 k)e/G TiA/kace Type of Ins, ect Address 1 C Date Called: I R ( 7 ( � . Instructions: Specs I Instructions. Date Wanted:4,7 1 ? `l Of Li a.m. (17Lrrri Requester: PI293 o — (� L i/ z, �? f.' uv/- tM. �. J�.:' a: iti. �. . +a��94.d �r «:r:•:+;;`; "� =.yi :i ic'MC',`.•iJ� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)431 -3670 IN Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 11 C1 i (VI(7 f)V o•^Q Inspectors / J / ij Date: 1 Th n $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: Projee . , ¥W? -u" 7-P rick( f Type of Inspection: yr -e. - CO 1/1 Addre s: \ )- 1 () k \ A v Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: Inspecto DL 1103- ass Date: ! �e 04 $47.00 REINSPECTION FEE RE(ZUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I •d September 29, 2004 Cert No. 0402 -25 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIFIKLAND. WASHINGTON 98034 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Riverton Terrace Housing Project 14440 41st Avenue S Permit No. Building C, D03 -275 Respectfully, CASCADE TESTING LABORATORY, INC. Michele J. Guerrini Vice President 6022-C29-S217 KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700 FAX: (425) 823 -2203 EVERET'T: (425) 259-0E317 Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities. Building C 1. Epoxy anchor bolts into existing foundation All work as inspected and reported conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and/or verbal or written instructions from the Engineer of Record. FAX TRANSMITTAL TO: P.ti ATTN: e Zetm.dpe FAX NO.: jar "'{.?J- 1faf4 5' DATE: 9- 27 NUMBER OF PAGES• / FROM: C.E. & C., INC. JOBSITE BUD WEISER- PROJECT SUPERINTENDENT FAX NO.: as' .7-3; -. 76 AV P.6 3 - 333- 71" So ONIIS31 30U3SW3 RECEIVED SEP 3 0 2004 D EPARTMENT ANT 0 ;g2 AN pie pi* d92:20 b0 62 des z 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: ! t/E �'f ��.1 1Z�,v� 711,11 -- ;A i c7 e., Site Address: (444 d — . i 6 I. WASHINGTON STATE ENERGY CODE HEATING DESIGN METHOD (select A, B or C below): A. ❑ System Analysis — W.S.E.C. Chapter 4 (submit documentation) B. ❑ Component Performance Approach — W.S.E.C. Chapter 5 (submit documentation) APPROVED C. ❑ Prescriptive Option — W.S.E.C. Chapter 6 (for prescriptive, complete the following calctgtion)3 House Square Footage (heated space): 1 2003 X 20 BTU /h ❑, Heating System Installed, (check system type below): 1. ❑ Electric Resistance 2. ❑ Electric (forced air) 3. ❑ Other Fuels (gas, heat pump) II. WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (select A or B below): A. ❑ Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation). B. " 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 1 /2" 2. ❑ Ventilation integrated with Forced Air System (Section 303.4.2.) 3. El 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 Effective: 7/1/02 MECHANICAL PERMIT APPLICATION NO.: BUILDING PERMIT APPLICATION NO.: 90 1-- r FILE COPY AS 4:;iED Maximum BTU of Heating System Output RECEIVED CITY OF TUKWILA SEP - 4 2003 PERMIT CENTER ER i! , : r lu a iu: ,ll; to 4 r ;. :∎ i tig ti:Ya i,i;AtO U: CITY Of TUKWILA i Floor Area, ft2 Bedrooms 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 '501-1000., :55... ' " 83 . 70 : ' 105 85" 128 ' 1 0 0 . 150 115; `173 :130. 195 - •." •145 • ; 218'i 1001 -1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1 =2000 '', 65' ° 98 ':80 .120 :' ' ' '143: '..110 ` 165 =125' .: 188 ' ...140 ' • 210. '' :. '233` 2001 -2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501:- 3000;; ' : '75 . :1 ': 90 : 135" . 105' ':158:'. '120's' 180 ' '135 `. 203: 150` : :225 ':165 ' -, 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 - 4000,; : '85 .:;128' 100 ' '.;150 :' ,115.:. ` 173; 130 , `195 :. ;145 • 218':. '160 ' 240 '.:175'. .263 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 " -6000 '105 ' .'158 "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' '188 140. 210 155 ':233: `170 ' 'IBS 278 ''200 :. 300.'215` `'323'. 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 ,' >9000` :'.; ' . 145 '218, 160. .240 _ 175 " 263, 190: ' 285' ' 205. 308•: ' .330-; 235> ;'353 -' Fan Tested CFM @ 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 :;; 5'inch 90 - 5 inch '100` '.. 3.' 50 6 inch No Limit 6 inch No Limit 3 80. • :4•:inch NA 4 `; r . , 20 3'..• 80 5 inch 15 5 inch 100 3 80: • ..: 6"inch .' 90 6 inch. , No'Lir it. ?; 100 5 inch NA 5 inch 50 3 100 ` 6 inch . 45 ' :6' inch' ..... . ?No. Limit":::!:' ' _.. .• .3 .:i:.. 125 6 inch 15 6 inch • No Limit 3 125 7 inch ,: ;. 70 . "7 uich No''Limtt .. , _ . _,.3. 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. 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 IMES' MICRO COM SYSTEMS LTD. ATTENTION The next image may be a duplicate of the previous image. fx Please disregard previous image. Please disregard previous 2 images. Please disregard previous 3 images. Ft Other: Floor Area, ft2 Bedrooms Minimum Flex Diameter Maximum Length Feet 2 or less 3 4 5 6 7 8 4 inch Min Max Min Max Min Max Min Max Min Max Min Max Min Max <500 50 50 75 65 98 80 120 95 143 110 165 125 188 140 210 :','. 501 1000-. ; :, 55 "' .!-` 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 , '1 , 501-12000" '. :..65 ' ' ' '.98 `: .. ".80 120 ' 95: `'.143.' 110 .165 :.125 " 188: 140 210 155 233 2001 -2500 6 inch 70 105 85 128 100 150 115 173 130 195 145 218 160 240 , .`:2501= 3000 ' : -Z5 :`113 .' 90 : 135 "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 •'3501-4000! :; . " °85 :..:128 100 "; :150 ' :115.:: :173. 130 , :'.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 , 158: :120 " : 180 ' 135. `203: " 150 r 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 - - 188 :. 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 :>9000 `'' 145 •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 5'inch`. 90 . .5 inch . 100 3 50 6 inch No Limit 6 inch No Limit 3 `:', . ±80 .. .. :4:inch (: NA 4•inch '20 80 5 inch 15 5 inch 100 3 6 : . , . 90 ' 6 inch '. No'Limit: 3 100 5 inch' NA 5 inch 50 3 ' >; .:. _100 , . ;! :. °:. 6 inch 45 ," . . . 6'inch'.-. .. ',No Limit ... 3 125 6 inch 15 6 inch ' No Limit 3 125 • _ 7.-inch : `. 70 ." °7 'rich"' • '` Na' Limit" " `. 3.'' . 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 fo 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. Effective: 7/1/02 �tiJaNii1K4:' 139/82/20e3 16:58 2O65279719 EVERGREN .- 7 ) • TRIAMte2.4.?,, /fetX 45'a Are • s'i&! _z Ar ff t 1:31 M..A.,*4.0r1w•ro.......1r.••••■ • ...„* • ■.........■••■■•••■••■■••■•••••••••••••••••••• aa - _I, -- *, _23 leve 7Nr PAGE 02 „__im Ca d..int 4414 e-41 / 6) 17 roji-st icioof A ,.ogis aleteetd r:LIej I le e5er01-4.710(6'. 12/18/03 12:03 FAX 253 572 5712 F6 35. 052 -000 canr7) • • • C.E. & C. INC. -►-r-► KCHA — ALTON L. 11002 /002 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST =CONT : \GENERAL n ,G S :. # EXP . DATE • .•:CCO1 ;• .: GEC**** *346L7 09/30/2004 EFFEdTI TE 'DA . ' • 06/27/1966 3221.CENTE1. ST • TACOMA WA 98409 ' ---- -- Detach And Display Certificate • C ECEryED OF Tu D EC 1 920 PERM CEN .,. �•.: W :.,N. a . w: TS 5 • September 29, 2004 Cert No. 0402 -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 Reference: Dear Mr. Larson: Michele J. Guerrini Vice President Riverton Terrace Housing Project 14440 41st Avenue S Permit No. Building C, D03- A 5 KIRKLAND: (425) 823 -9800 FAX: (425) 823 -2203 Building C 1. Epoxy anchor bolts into existing foundation Respectfully, CASCADE TESTING LABORATORY, INC. SEATTLE: (206) 525 -6700 EVERETT: (425) 259-0817 This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities. All work as inspected and reported conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. u..,,;:. w' S�i% a; Lui:_t.,:, i. �i�;:+ t.': .iiJ;:iuiiSu::�..;.«�•`,�r;i: „` � ��a August 4, 2004 John D'Agnone 204 First Avenue South Seattle, WA 98104 RE: Permit Application No. D03 -275 14440 41st Avenue South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Residential Code and /or the International Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Cali the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to September 30, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D03 -275 Bob Benedicto, Building Official city of Tukwila Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor July 15, 2004 Mr. Barry Hoyne Tonkin/Hoyne /Lokan 204 First Avenue South Seattle, WA 98104 RE: Request for Extension — Permit Nos. D03 -274, D03 -275 and D03 -276 Riverton Terrace Apartments —14440 41 Avenue South Dear Mr. Hoyne: City of Tukwila Department of Community Development Steve Lancaster, Director This letter is in response to your written request for an extension to Permit Nos. D03 -274, D03 -275 and D03 -276. Based on the information received, the City of Tukwila Building Division will be extending your permit to September 30, 2004. Please be advised that this will be the only extension granted for this project and no further notice will be given prior to the expiration date. A new permit and associated fees will be required after the above -noted expiration date. If you should have any questions, please contact our office at (206) 431 -3670. Robert Benedicto Building Official /sks File: Permit No. D03 -274 Permit No. D03 -275 Permit No. D03 -276 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tonkin / Hoyne / Lokan ARCHITECTURE & URBAN DESIGN Page 1 of 1 July 12, 2004 Mr. Bob Benedicto, Building Official Building Division, City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 Re: Request for Extension of Building Permits for Riverton Terrace Permit Nos. D03 -274; D03 -275; D03 -276 Dear Mr. Bob Benedicto, I would like to request an extension for the aforementioned permit numbers (and the associated mechanical and plumbing permits, if necessary) at Riverton Terrace. Thirty King County Housing Authority residential units are currently being renovated at Riverton Terrace, located at 14440 41 Ave S., Tukwila, Washington. The permits for all 6 buildings were issued on December 19, 2003 and due to scheduling and contracting issues the work did not commence until January 26, 2004. The residential units were all occupied at the time the permits were issued. Due to scheduling and re- housing the current residents, the contractors only received access to one building at a time. Therefore a number of building permits have expired on June 16, 2004. The project schedule extends until the month of September and we would like to get an extension for the aforementioned permit numbers until the end of the month of September. Thank you very much for your help and time on this matter. Sincerely, Barry FI'oyne Architect F:\3KCIIA\2004 construction \Building Dcpts.- Agencies 7- 12- 04.doc Perttget "Asa 1.0d I- l5 - zc»4- 204 FIRST AVENUE SOUTH SEATTLE, WASHINGTON 98104 (206) 624-7880 Fax 622 -1766 June 17, 2004 John D'Agnone 204 First Avenue South Seattle, WA 98104 RE: Permit Application No. D03 -275 14440 41st Avenue South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned: If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to July 25, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician City of Tukwila Department of Community Development Steve Lancaster, Director Xc: Permit File No. D03 -275 Bob Benedicto, Building Official • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Complete Documents /routing slip.doc 2 -28 -02 ACTIVITY NUMBER: D03 -275 DATE: 09 -04 -03 PROJECT NAME: K.C. HOUSING AUTHORITY - BLDG C SITE ADDRESS: 14440 41 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after permit Is Issued DEPARTMENTS: it1A)G 6 1 - 10 -0 5 Build nt g Division 0 Publi Works �,�,� Structural ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 12- 0-10t Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -09 -03 Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROJSTING: Please Route , jam ( Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY h1A, Ct i0, Planning Division Permit Coordinator jt e Not Applicable ❑ DUE DATE: 10 -07 -03 DATE: .r:0 �.�'.�%x�S�:E%.I:z' Asa: ate' 1 ,?: bt�w�:` ��6r. �.• t��, �` ea}; �' zi: �; ��b! 1 .:i .'�ttss.s�,, RIVERTON Architecture and Urban Design 204 First Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 / FAX: (206) 622 1766 UNIT ALLOCATION 6 TOTAL SQUARE FOOTAGE Unit Type Ilst FLR 'SF I2nd FLR sf W CK BuS cOr�gs rx U s] A I B K►M ISSUE PEWIT SET AUGUST 12, 2003 I c FOR PERM ONS _� MS � UM 1 astemacrimersommeraINCNI I E s ft ,4 =T w. ACP0o1 1 RIVERTON TERRACE UNIT ALLOCATION 6 TOTAL SQUARE FOOTAGE Unit Type Ilst FLR 'SF I2nd FLR sf TOTAL !sr BuS cOr�gs Is Units SF Total( A I B I c I D I E I F I I 1 'TWO BEDROOM UNITS P -23R 480_ 480 960 6 6 6 18 17,280 _ I _ _ I r _ I SUBTOTAL 18 I 17,280 'THREE BEDROOM UNITS _ UP -3BR _ 600 600, 1200 1 5 1 5 6,00D , 1 - _ _ _ . SUBTOTAL 5 , 6�OOQ Fit BEDROOM UNITS _ uP -4 714 714 1389 1 4 5 6.945 - SUBTOTAL 5 6,945 FIVE BEDROOM MATS _ 1P -5IR I 8161 8161 1632 I I I 1 2 1 1 1 I 1 2 3264 SUBTOTAL iTOTI6[5E6I3I4(6I I I 2 30 3,264 33,489 • • PHOTOS OF EXISTING CONDITIONS EXISTING WINDOWS TO BE REPLACED • J . rr... - y ,...•.aif , Vy ,,.,_•iY.+ alVA .h••,,10� %•- -•••.. V..rY•1r.CJ. • .r. • . �s •.j�c.�.v.Li'.''rr�tie•+i.rfN�l. Mt�w'�_. -- ..,..; -... ..r Y .\Alai.- •d'^1" (A�..S•r V ...t1V..�.Mr�F.1. .Jr..._..•I�.:..!r..:- aria- .a..yw' -`lw� !«4a.� -_�V J•LL -.... :t�.a.'"y"""'�"' J .J • 111 _.. . �� yr�J•� =�• 4 EXISTING EXTERIOR PATIO EXISTING CRAM SPACE VINT COVER TO BE RERACED O EXISTING STAIR DAMS CRAW VOCE R ■ rto rra ce King County Housing Authority Renovation of Exisitin EXISTING DETERIORATING THRESHOLD AT EXTERIOR SLIDING DOOR EXISTING LOOSE WIRING TO BE REPLACED ANA CONCEALED PROJECT TEAM: OI1PER / DEIIELOPEE KING =PITY WOUSING AUTHORITY CONTACT: RICHARD Cl ?RIE 600 ANDOVER PAW W. SEATTLE, UL4SHNGTON 9818& -3326 PWC+IE: (206) 514 -1219 FAX: (206) 514 -1224 eMAIL: DIC:iCC• ARCHITECT: TaX.IN MOYAE / LOK4N ARC44ITECTURE I URBAN DESIGN CONTACT: JOHN D'ACINCI E 204 FIRST AVEMIE SOUTH SEATTLE, WA 98104 PHONE: (206) 624 -1880 FAX: (206) 622 - 1166 MAIL: JOWND TWL- ARGN.0 OM STRUCTURAL ENGINEER IL GROSS STRUCTURAL BOWERS CONTACT: MICHAEL C 1441 3ERLAIN 201 I/2 FIRST AVE SOUTH SUITE 250 SEATTLE. W SHIN sTCN 98104 PHONE: (206) b23 -0169 FAX: (206) 623 -WM eMAIL: MICR ELC•ILGI O55CO'1 MEG4ANICAL ENISIKEER TAU, NC CONTACT: DAN MEALY 4+052 NE. 95TH STREET SEAATTLE. WASHINGTON 98115 PHONE: (206) 525 -1011 FAX: (206) 521 -2119 eh1AIL: DHEALYIFOXINTERMTNET ELECTRICAL BORER D.E. SPARLNCs ELEG1RICAL BONERS CONTACT: DCWALD E. SPARLNCs 1510 20TH AVE NE SEATTLE. 1114SWINGTON 9815-4102 PI4OPi : (206) 522 -2023 FAX: (206) 525 -433B �eMA�L= ARL146.CC)M sF SUMMARY M FLEOt UT its Total SEPARATE PERMIT REQUIRED 1VELECTRICAL epLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION 10 kU. BE PROS THE SCOPE OF 114:_viok 1,:;17'RONIiii. OF ItitcOstA 8130.0;14G w SITE ADDRESS 14440 41ST AVEhUE SOUTH TUKWILA, WASHINGTON 2.880 VMS 2,880 2,346 2,856 2.888 2.880 3.880 2,880 2.346 2.+856 2,980 5,760 6,0111 5,760 4,692 5,712 5,760 pa; -275 1CNts COUNTY TAX • : - 0191 - 05 004000-0198-04 004000-0199-03 004000-0205-05 LEGAL DESCRIPTION: -ADAMS NOME TRS E 3 FT -ADAMS HOE TRS LESS W 29.5 FT LESS S 115 FT 4 LESS E 3 FT THOP -ADAMS HOE TRS S 11.5 FT LESS W 2•5 FT LESS E 3 FT -ADAMS HOPE TRS OCCUPANCY (BUILDING CODE): 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 ordnance. Receipt of con- tractors copy of approved plans acknowledged. [GRAM Mil PROJECT DE5CIPT1ON: BUILDNGS AND ALL APARTMENT WI78, WITHIN DESIGNATED BUILDINGS, ARE SCFEDILED FOR INDICATED BUILDING REPAIRS. THESE WILL INCLUDE MOM REPLACEMENTS AID ASSOCIATED EXTERIOR REPAIRS, STRUCTURAL, 11214TILAtION, HEATHS, ELECTRICAL, LIGHTING, au•eNG, INSULATION AND INTERIOR FINISH woric of oasn4 war RANGE HOODS WILL BE REPLACED ArD 106NiED TO THE OUTSIDE NE EXISTING BATF4R001'15 FANS WILL BE PLACED ON MERE. FOR WdOLE HOUSE VENTILATION AND VENTED TO NE OUTSIDE THE EXISTING PU1'BNG SYSTEMS 5EL4LL HE REPLACED. INTERIOR DOORS, CABARETS, PLU'BNCs AID LIGFITNCs FIXTURES AND APPLIANCES SHALL BE REPLACED. A560CIA7ED FWZ -MAT WOW SHALL BE PERF0R"ED 14 CaKJUG ?ION WIT14 DEMO'ITIO4 OTHER WOW SEPARATE CODE SUMMARY PERMIT AND APPROVAL ��� TYPE: � v � �_ REQUIRED LMD USE Z014E: +HDR (HIGH DENSITY MIDENTI,AL) R -I (TOU .OUSES) A -3/5 (CC "1C NS BUILDING) FILE COPY a gUlL.pNc/ C., g Units SMEET INDEX ARCHITECTURAL A00.1 TITLE SWEET ,4002 GENERAL NOTES AIU EXISTING SITE A20J 18R WI? PLAN *A2001.111111.1.1141144.Ahl. azu euIw11.6 AC IF PLAN 14063.11111166011441421544 Ike a6sa INTERIOR DETAILS A101 WINDOW DETAILS A80.1 INTERIOR ELEYA71UN6 A802 INTERIOR ELEVATIONS RO BUILDING a c : F EXISTING r-0uD,otio4 PLAN Arivia.---etilheiNfrENEXISTINErFINNEWIGN-PladiN REFERENCE vRauNrs ar4LY STRUCTURAL SID STRUCTURAL GENERAL NOTES 53.0 CONCRETE DETAILS 540 WOOD FRAMING DETAILS ELECTRICAL E10.1 SY11130L5 A I ABBRE'P1ATION5 E102 PANELS SEDII.ES E20.1 2 BR UNIT ELECTRICAL PLAN E202 3 t 4 BR WIT PLANS E20.3 5 BR UNIT ELECTRIC,4Lr. PLAN MEGIANICAL PIeM.1 DO'"ESTIC WATER SERVICE P012 GENERAL NOTES AND DETAILS SCHEMATIC RISERS, TYPICAL UNITS * = P , 1NG 1 f+�r k 14 m: L A I la 1 1 T T ti 14;$ 1 1 �t VICINITY MAP Nat eSeib S 144ii I bo e .275 • • PEMOL.ITION NOTES: I. DEMOLITION REQUIRED FOR REPAIRS, (RENOVATION APv UPGRADES: FOLLOW STRUCTURAL DETAILS TO DETERMINE EXTENT OF DEMOLITION REQUIRED TO INSTALL PEW STRUCTURAL ELEiMEiNTS LEAVE AS MUCH OF THE EXISTING BUILDING AS POSSIBLE. 2. REMOVE ALL EXISTING FLOORING Aim MASTIC. REIMS WHOLE VINYL TILES, NOT 14 PECES, ALONG WITH MASTIC (SEE 44Z- MAT SPECIFICATIONS.) REMOVE ALL EXISTING VINYL FLOORING AND CARPET THROUGHOUT WITS REMOVE S J FLOORING NCLLDNG OUT NOT LIMITED TO THE FOLLOWING: A WIT KITCHEN B UNIT BATHROOM 4. REMOVE ALL EXISTING DRYWALL AT WALLS, CELNGS, AND OTHER LOCATIONS. REMOVE ALL EXISTING ACOUSTICAL. TILE CEILINGS APD MASTIC. (SEE HNAZ -MAT SPECFICATIONS.) 5. REFER TO N U FLOOR PLANS FOR LOCATION OF NEW &JORC, INCLUDING NEW PLUMBING AND ELECTRICAL SYSTEMS. CONTRACTORS ABILITY TO WORK WITHIN EXISTING CR& USPACES IS SPATIAL RESTRICTED. AT CONTRACTORS OPTION, AC.,CESS TO CRAILL.SPACE MAY BE GAINED SY REMOVING EXISTING PLYWOOD SLEFLOORNNG AND INSULATION. WHERE SUEFLOORING APID INSULATION iS REfMOYED, IT %L4LL BE REPLACED WITH NEW CDX PLYWOOD AND O INSULATION AT NO ADDITIONAL COST TO THE OM ER PROJECT BIDS SHALL ANTICIPATE. REMOVE EXISTING SUBFLOOR SEE STRUCTURAL PLANS FOR DI TIC: LAYOUT CF SLEJFLOOR REMOVAL/ REPLACEMENT ALONG WITH ASSOCIATED DETAILS 6. FOR DEMOLITION TO ALLOW FOR PEW MECHANICAL AND ELECTRICAL WORK, iREFER TO SPECFICATIONS AND DRA W11. C 3 PRIOR TO START OF DEMOLITION R N TRACERS TO DETERMINE EXISTING LINE LOCATIONS, F NECESSARY. PROVIDE PEW FLOOR Ale CEILING PENETRATIONS FOR PLUMBING, HEATING APD ELECTRICAL CONDUITS. ALL CORE DRILLING IS TO BE COORLDNNATED WiTH THE ARCHITECT, BUILDING OIJNER AND STRUCTURAL ENGINEER VERY ANY CORE DRILLING RESTRICTIONS IW ARICHHiTECT AND STRUCTURAL P1GINE,ER PRIOR TO START CF WORK S EXISTING FRAMED INTERIOR PARTITION WALLS ON AU.. FLOORS ARE PRIMARILY WOOD STUDS WITH GM EACH SIDE (EXIS1TN3 GIIE3 TO BE REMOVED.) s 'REIMS EXISTING WALL SECTIONS AS REQUIRED FOR PEW WOK, 10 REMOVE ALL EXISTING 114TER SUFFIX F'LUMI314G PIPE ANN? ELECTRICAL WIRING TO ACCOIMODATE NEW PLUMBIC AND ELECTRICAL. SYSTEM INNST4L.LATICNS 11. SEE SPECFICATIONNS FOR 144Z-MAT AT INFORMIATIOK ASSLPE ALL EXISTM CONDMONNS NCLU DING FLOORS, W4L.LS AND CEILINGS TO CONTAIN HAZARDOUS DOUS MATERIALS (ASBESTOS, ETC) LINS.ESS SPECFICALLY KNOWN (ANN? TESTED) OTHEIRIUISE. CONTRACTORIAY PROVIDE ADDITIONAL TESTING AT THEIR OPTION AND Ea PENSE. PROvDE ALL 1442 -MAT DE ICLiTION , REMOVAL AND C.ERTFICATIO N N ACCORDANCE WiTH ALL EXISTING CODES AND REGULATIONS NI 4ENEAL NOTE: Clainillaglaiintal A A 3-COLOR 4' x 5' PLYWOOD PROJECT SIGN AS DIi4ECTED BY TIE OWNER COINER WiLL PRO - VIDE SIGNAGE. LETTERING, PANTS AND M O(NTNG SHALL BE DETEF*1 ED aY OWNER ES. BRIAN 3: THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK CONTRACTORS WILL FEUD VERIFY EXISTING CO CATIONS APO ALERT ARCH/ OTHER TO ANY UNFORESEEN CONSTRUC- TION DFFINCIL.TES BEFORE BEGINNING 11kaRI( FIELD VERIFICATION SHALL INCLUDE, BUT NOT BE LIMITED TO THOSE REG UIRED FOR NEW DOORS, EASEWOiRK, AND CABINETRY. C. IUTILLITIES: THE CONTRACTOR WILL OE RESPONSIBLE FOR YERFICATION OF ALL EXISTING UTILITIES. THE CONTRACTOR WiLL BE RESPONSIBLE FOR TEMPORARY UTILITES. CARE MUST 8E TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING LITILiTES AND SERVICE. D. PRE - CONSTRUCTION MEETING: PRIOR TO ANY CONSTRUCTION OR PEVELOPT"ENT ACTIVITY, THE CONTRACTOR WILL SCHEME A PRE-CONSTRUCTION MEETING WITH THE LOCAL BUILDING DEPARTMENT OR LOCAL � PUBLIC &JIOR�c 5 � DEEPARTME � N y T. ♦ � VERIFY 1114104 AGENCY 11i{.IULD BE INVOLVED. ED. DURING THIS iEEETING,, THE CONTRACTOR WILL 'PROVIDE LOCAL. INSPECTOR WITH A PROPOSED CONSTRUCTION SCHEDULE. THE CONTRACTOR AND INSPECTOR WILL THEN Nl TENTATIVELY SCHEDULE SEVERAL PHL48ED NSPECTIO4& E. PHASING: THE PROJECT SHALL BE PHASED TO ALLOW PARTIAL OCCUPANCY ICY OF THE SITE TO REiM44IN &!IILE CONSTRL,icTION IS UNDERWAY. NECESSARY PRECAUTIONS 51441. BE TAKEN FOR SAFETY AND HELL -BEING OF ON -SITE RESIDENTS F. ABBREvIATIONNB: 714ROUGHOUt THE PLANS ARE ABBREvIATkON$ WHICH ARE N COMMON USE. REFER TO THE SPECIFICATIONS FOR DEFNITIONS. THE ARCHITECT WILL DEER ANY THAT ARE N QUESTION. G. REPETITIVE: TYPICAL WALL SECTIONS. TRIM FINISHES AND DETAILS ARE NOT INDICATED EVE THEY OCCUR ON PLANS. ELEVATIONS AND SECTION REFER TO DETAILED DRAWINGS. CONTRACTOR TO PROVIDE WUORK THROUGHOUT F DRAIN N FULL HL TIONS: CONTRACTOR WLL OBTAIN AND PAY FOR ALL PERMITS NECESSARY OTHER THAN THE BASIC BUILDING PERMIT. CON1TRACTOR WILL ALSO PAY FOR 4 SECURE THE PL O1131/6 PERMIT AND PAY ALL OTHER CHARGE& FEES, OR COSTS CHARGED BY THE BUILDING A4JND CONSTRUCTION DEPARTMENTS, UTLITY AGIENSIES, OR PRIVATE CoIMMPANES I141014 REQUIRE SUCH COSTS FOR OR PRIOR TO INSTALLATIONS. J. NOTHING 14 THE DRA I II S A DI R THE 5FECFICAT1ANS SHALL BE CONSTRED TO PERMIT AAN INNSiTALLAT10N N 'VIOLATION OF APPLICABLE CODES AND/OR REST " CTIOPNS. GILD ANY 04ANGE II THE DRM 4G03 BE NECESSARY Y N OVER TO COMPLY WIN APPLICABLE CODES AND/OR REQUIREMENTS, THE CONTRACTOR WILL NOTIFY THE ARCHITECT AT ONCE AND CEASE WORK . WORK ON ALL PARTS OF THIS CONTRACT WILL BE 14 FULL ACCORDANCE WITH THE LATEST RILES, REGIJLATONS, RESTFICTIOIS, REGUIRIEMENTS APE) CODES. ALL WORK KILL CONFORM TO TIE LATEST EDITiON, UNI FOiRM BE P G CODE (UB) INNCUDIN ALL AMENDMENTS ADOPTED BY THE CITY. K. C.C1FLICT N CASE OF API': CCPA,.,iCT MO EN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIAAL6 SPECVED DO NOT EGL4L OR E>CEED THE TREramIREPE?4T8 OF THE LM OR ORDN ANNCES, THE LAAILO OR ORDINANCES WILL GOVEIR t NOTFY THE OF ALL C.ON FUCTL L DIMENSIONS: SURVEY: DIMENSIONS OF SITE CONDIT CN6 AND VOWING BUILDINGS ARE BASED ON INFORMATION SUPPLED BY ORIGINAL CONSTRUCTION DRAWINGS. ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF PREVIOUS DRAWINGS. P. 4 . __ DIMENSIONS ARE TYPICALLY SHOWN FROM FAKE Of EXISTNG FINISHES TO FACE OF PEW STUDS AT INTERIOR WALLS, 'K ESS DETAILED OTHERWISE ON DRAWNGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIPEJNSIONS SHOW ON THE DRAWINGS A/0 ACTUAL FELD MEASUREM E NT5 NOTIFY THE ARCHITECT F ANY DISCREPANCIES ARE FOUND. THE CONTRACTOR WILL VERIFY ALL ROUGH -N DI"ENSIC P $ FOR THE EGUIP - T FURNISHED ANC► INSTALLED BY HIMSELF OR HERSELF OR OTH* 114E CONTRACTOR WILL CONSULT THE PLANS CF ALL TRADES FOR OPENINGS THROUGH UGHH SLABS, WALLS, CEILINGS AND 141XFS FOR DUCTS, PIPES, CONDUIT, CAD' STNS, AND EGUPMENIT, AND WILL VERIFY THE SAES AND LOCATIONS WiTH $ieC.ONTRAGTOItS. M, SHOP S: PROVIDE SHOP DRAWINGS FOR THE ARCHITECT'S / GOERS APF'RO'VAL AND AS REQUIRED BY THE CITY PRIOR TO CONSTRICTION. NO WORK RECIJIRING SHOP DRAW-4 OR APP'RO'VED SAMPLE INSTALLATIONS SHALL EE PONE PRIOR TO THEIR APPROVAL N. CONTRACTOR TO COORDINATE 4 SCIEDULE INSPECT- iONS WITH BUILDING DEPARTMENT 4 FIRE DEPART- MENT, CITY UTILITES, HEALTH DEPARTMENT AND ALL OTHER CITY 4 COUNTY AGENCIES, AND ALSO WITH SPECIAL NSFECTIOIS COORACTORS. O. APPROPRIATE NNE U FLOOR (NVAYMENTS SHALL BE WALLED TI#ROUGHOUT. CONTRACTOR TO OBTAIN WRITTEN ACCEPT ANCE OF ANY FLOOR U NDERLAYMENT PRODUCT. THE ARCHITECT ASSUMES NO LIABILITY FOR THE FLOORING PiRODUCT AND ITS C.ONNECTIO4 WITH ADJACENT MATERIALS CONTRACTOR WILL HAVE A COPY CF THE I WI ROM BULDNG CODE, LATEST EDITION, AND ALL CITY AMEND/EN% ON SiTE FOR REMRENCE TO REFERENCED SECTIONS MEN. Q. CONTRACTOR TO PROVIDE OWNNER WITH COMPLETE RECORD DRAWINGS FOR THE RENOVATION WORK ,AiND MID PLIMBNG 4 HEATING, VENTiLATION, 4 AIR CONDIT104143, ELECTRICAL. SY61 1S AS WELL AS OTHER WORK CONCEALED ED BY FISHED SURFACES FACES INSTALLED OR ENCOINTERED DURING THIS PRalECT. R PROVIDE PROiTECTION OF PEDESTRIAN RIGHT-CF-WAYS PER CITY q? TO PROVIDE STREET USE PERMITS FOR THIS PROJECT. 21 A HAZARDOUS MTATERIIALS: CONTRACTOR IS IRESPOISIBLE FOR ALL A4PPRO'VALS, REMOVAL, DISPOSAL 4 CERTIFICATION NOT COMPETED BY OWNER AND AS RECLINED BY LAW. B- SOIL cCP ITlalS: THE AIaIlECT 4 OWRNER ASSUME NO AS TO TIE PHYSICAL CHARACIEVOSTICS OF THE SOL., NOR VERFES AOCURACY CF DATA SUPPLIED BY OTHERS. PERMITS: CONTRACTOR TO MARE PECESEARY AR- RANGEMENTS OR SEGUE NECESSARY MERITS UN THE CITY OWE MOWED FOR WE WJORC OR TO F LOM SDEEWALJCS OR STREETS DIE TO CONSTRUCTICK SAFETY: Ca4TRACTCR WLL BE RESPONSIBLE FOR ALL SAFETY WS AND METHODS, TEC.FNG'NES, SEA, OR PROCEDURES REQUIRED TO PERFORM THE WORK E PROTECT ALL ADJACENT PROPERTY AND VEGETATION PROTECT A STREET TREES, , MUM, UTILITY EQUIPMENT AMID OTHER APFURTI34APCES ON REIM 30 SEE DRA ill6G6 *V NOTES FOR ADDITIONAL t A. HSILATTAN : PROVIDE GALVANIC i4SII ATON i"ETiAL& CONTRACTOR SHALL PANT ALL METAL STACKS, PETAL BEAM/POST Ca•EGT1lS, VENTS. GRILLS, OR LI'VER'S M1Q4 SGT 1MMO:ILLS OR ROOF AND ARE N VEE COLOR BY Ai1:14111EG"T. a ANAN.j, DIVVIED EXTERIOR PETAL a E GrALYAPoD! ENO 111117CUM1IJ0 A STOPS 4 DAMPERS: FIRE STOPS N WALL, 8O flED CEILINGS, ETC, SHALL OE PROVIDED PER UNIFORM DWLDNG CODE REQUIITS. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETIARNN AIR OUT- LETS, 'LETS OiR DUCTS PEi€TRATING FIRE RATED ASSEMBLES, ENCLOSURES, WALLS, FLOORS OR SU RFAACE6 AS RECIARED BY FIRE DEPARTMENT. O WOOD: ALL WOOD N CONTACT 1111TH CONCRETE TO BE PRESSUNRE TREATED PER UNIFORM DUILDNG CODE. ALL SUCH WOOD USED N CONSTRUCTION MUST BE LOCATED AT NON- BEARING PARTITION WALLS AND MIST BE USED N FIRE TREATED AS INDICATED N DRAWINGS. C, BLOCKING: PRO'V'IDE WHERE REQUIRED. NCLLDNG, BUT NOT LIMITED TO DOORSTOPS, TOWEL OAR *40 ID TOILET ACCESSORIES FOR ACCESSILE WITS, TEE ACCESSIBILITY GUIDELINES 200A iM A OPENINGS: ALL OPE74P GS TO BE CAULKED, SEALED OR 'LEATHER- STRIPPED. PROVIDE BAKER ROD PER SPECS 4 MANI,FACTURERS F ECOIMMETDATIONS. B VAPOR BARRER& CONTINUOUS UOUS APPROVED VAPOR BARRIERS WE L. OE INSTALLED ON THE HEATED SIDE OF ALL THERhLAL. INSULATION INSTALLED. INSLLATIONl: WARE NM OR UPGRADED INSULATION IS REQUIRED, PROVIDE INSULATION AS FOLLOWS AM AS INDICATED ON . A B. PERU ROCF WALL INSULATION FLOOR NSSL WALL BELOW GRADE NSU.L.. RacSidingai R-36 R -19 R -115 R -NO GLA ZINCx PROVIDE PEW GLAZING PER UNFORM BWLDING CODE AND WASIHIIGTO N ENEMY CODE (REF. CHAPTER 5,19UILDNG DESIGN BY COMPONENT PERFORMANCE APPROACH). GLAZING N LOCATIONS SUBJECT TO HUMAN IMPACT, SUCH AS PANES 14 DOORS, GLAZING WITHIN A 24' ARC OF A DOOR OPENING, GLAZNG WITHHIN W' CF THE FLOOR ( APB IS OVER 9 6a FEET PER PANEL) WILL BE TEMPERED OR LAMINATED SAFETY GLASS PER (INFORM BLDNNG CODE SECTION 2406. GLAZING U -VALUE U - AC M XV'tPt CONTRACTOR WILL PROVIDE COMPLETE OPERATING HARDWARE ANI7 DOOR STOPS FOR EACH DOOR OR WIDOW OPENING NOTED ON SCHEDULES NCLLVNG ALL ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION WHETHER NOTED OR NOT. E. MOM A THE CONTRACTOR WILL BE SOUND TO THE FINISH SCHEDULE OF ROOM'15 AN) SPACES, BUT WELL BE ALSO RESPONSIBLE TO PROVIDE OTHER MATERIALS NOT DESIGNATED N THE F REQUIRED N THE FIELD TO CREATE A RASED PRODUCT AT WAUC, FLOORS, CEILING, DOORS, WINDOW NDO W AND ALL OTHER SOFFTTS, TREADS, FURRING& LEVELING AND PATCHING NIG WHERE REQUIRED. OB'VICUSLY, ALL AREAS UTHNIN TIE LHTS APE TO BE FULLY RIMED, NEW FLASHES THROUGHOUT UGHHOUr SHALL BE REWIRED. AIRCHIfTECT SHALL CLARIFY Tram 5 APD COLOR CF MOMS MERE/ F 42E67100 ARISE. © PROVIDE WATER RESISTANT GYPSUM WALL- BOARD AT ALL INT BATHROOM, , AND POTENTIALLY 'MET AREA& WATER-RESISTANT GYi°SLM WALLBOARD LBOAR D SHALL NOT I E INSTALLED OVER A VAPOR RETARDER OR ON CELNC. C PRIOR TO INSTALLING GUIE'INSTALL PROVE W A K -THR"N LI WITH OOM AMID ARO4ITECT TO HELP BMW ALL NECESSARY eLCacluNlrs HAS BEM INSTALLED PRIOR TO COVERING FMPING WITH G D. GYPSUM WALLBOARD TO BE INSTALLED AS FOLLOWS AT NEW CONSTRUCTION UNLESS NOTED OTHERWISE: F. EXTERIOR WALLS: ,• TYPE 'X' GUS PARTY WALLS 4 • LATE R!! 'X' GuD OTHER NTERRIOR VALLE: CEILINGS MD" TYPE 'X' TO DE INSTALLED BEI410 ALL FIX /ORES NCLLDNG TUBS AND SIHOUERS TO MANTAN RECILURED FIRE - RESISTIVITY E. (LAME SPREAD CLASSIFICATIONS FOR FINISHES PER UBC SECTION 804. ALL HALLS AND CEILINGS SHALL SE TEXTURED (ORANGE PEEL) AV PANTED, SAFE SPECFICATIONS A. MECHANICAL WON( SHALL C.OiNFOR"1 TO DRAWINGS *0 TO INDICATED HEREIN B MECANICA4L WORD' SHALL BE COORDINATED BY TIE GENERAL CONTRACTOR WiTH THE WORK IICATED HEREIN. C. ALL EXIST143 SUPPLY WATER PLUMBING PIPE TO BE REPLACED D. PLUMBING AND SIIER PiPE SIZING AND MECHANICAL SIZING TO BE N ACCORDANCE WITH THE DRAWINGS AND WITH RECOMI"EN DED PRACTICES AS PER CURRENTLY ADOPTED NATIOiAL., STATE OR LOCAL REGULATIONS. L F. PROVIDE SHOP DRAWINGS► PRIOR TO FABRiCA- T1ON AND NSTALLATiON OF ITEMS FABRICATED N THE SHOP FOR APP'RO'VAL BY THE OWNER, AND THE ARRCHiTECT. NOTABLE MEMO INCL.LDE, BUT ARE NOT LIMITED TO CABINETS AND CONTRACTOR TO FRAME OPE3NNGS N WALLS, CEILINGS AND FLOORS FOR H1/AG AND OTHER PECI4AiHIC4L OR ELECTRICAL WORK 1.114ERE REG TIRED ANN:► NOT OTHERWISE SHOWN ON TIE PLANS. PROVIDE ACCESS DOORS WERE REQUIRED BY COME. J. PROVIDE FIRE- TREATED WOOD BNAOr.1 G,, FURRING, STRIPPING OR BLOCKIN G REWIRED FOR INSTALLATION AIV ATTACHMENT CF UI RC OF ALL ODER TRAAfE& PR'OV'IDE AND INSTALL VE+1TNG FOR ALL DRYER LOCATIONS, TO OUTSIDE, AS REQUIRED BY WFOM1 BUILDING CODE, LINFORM MECHANICAL CODE SECTION SSIS AND AS SHORN ON DRAAUNGS. G. 14 ALL SERVICE WATER PIPING WILL BE THERIAU.Y INSULATED TO R -5. ALL PIPS DUCTS AND CONDUIT SHALL BE LOCATED WITHIN NBA OR EXISTING WALLS 4 CEILINGS ISLESS NOTED OTHERWISE (OR CONCEALMENT IS NOT POSSIBLE OR RECC.d'BED.) M (MU b' TYPE 'X' GtiD A. ELECTRICAL WORT( IS TO CONFORM TO THE DRAULSNNGS AND TO IUORKAREQUIREPENTS WTC4TED WREN AiND BE SLITAELE FOR THE INTENDED USES OF THE SPACE B. ELECTRICAL WORK ILL BE COX, N:MA1ED BY THE GENERAL C 4TRACTOR WITH THE VOW IIDICCATED HEREIN. C ALL EXISTNG WIRING WALL. 8E IREPLACED. E1.ECTIRICAL. SERVICE REGIMENTS MIND Mks TO BE N ACCORDANCE WITH THE DRRAIW.16 AND RECOMMENDED PRACTICES AZ PER CURRENTLY NATIONAL, STATE, LOCAL D. THE CCWRACTOR ILL INCN.LDE APD MOVE* ALL POWER COMPANY'S COST TO INSTALL TEMPORARY CONSTRUCTION *V ANY NEW SERVICE TO POWER =Dam THESE CTS MU INCLUDE VAULTS, TRANI1FORIERS, SERVICE LINES,1410HOLD6 AND ALL OTHER EQUFMENT AND LABOR REQUIRED AND/OR NECESSARY% THE C.ONTIRACTOR MLL ALSO NCLLCE ALL OTHER COSTS TO PROVIDE ADECUATE S : VTGE FROM TIE FACILITY TO THE PONT CF TIE POWER COMPANY'S TI:Ri'RN ATICK E PNOM IDE 1W GOMM CIF POWER FOR EAT MGM AND EPERGEMY Off L1GHif14<s F. OUTLETS N SWITCH LOCATIONS AND BARRER- LINTS TO SE NSTALLFD PER 11.6141103TON STATE Br1IiREREE CODE. ' LIGHTING 4 SWINGING 14 GOWN AREAS PER 0 -275 A FIRE WARNING SYSTEMS PER UNFORMi BUILDING CODE AMENMENTS TO BE PROVIDED. D. TINE FIRE DETECTION AND ALARM SYSTEM SHALL MEET THE REQUIREMENTS ENTS OF THE LP4FOW BUILDING CODE AND AS SPECF1ED N THE U INFORM BUILDING CODE SECTION 3108 SHOP DRAWINGS WILL SE REQUIRED FOR ALARM SYSTEM. C. PROVIDE FiRE EXTNGUISIER6 AND SEM- RECESSED CABINETS AS IQC6WNIRED BY INFORM FIRE CODE STANDARD IO -I. D. PROVIDE AND INSTALL SMOKE DETECTORS PER DRAWINGS AND THE UNIFORM BULDNG CODE. SMOKE DETECTORS SHIAL.L RECENE THEIR PRIMARY POWER FROM TIE EUIL.DNG WIRING. E. PROVIDE FARE EXTINGUISHERS A10 CARNETS PER CITY CUII ,. ' TS LOCATE AS 8140UN ON ORAW8NG6 OR LOCATE ONE (I) PER 3000 SWAM FOOT AREA AND 15' MAXF I DISTANCE a TRAVEL F. INHERE SEMI - RECESSED C. BIETS (FIRE EXTINGUISHER; ETC.) OCCUR 14 FIRE RATED 'WALLS, LIE OPENING WITH %• TYPE . X° GYPSUM WALLBOARD, INC.LLDNG SWAGE BEHIND CABINET. G. MAINTAIN FIRE - PROTECTION REQUITIEMINTS HEHIND FIXTURES AND SWO11 H. FIRE BLOCKS A4ND DRAFT -STOPS PER LNFOR 1 BUILDNCs CODE SECTIONS 10S,109. 41w PROVIDE FIBRE - STOPPING AT ALL FLOOR 4 WALL PENETRATIONS AS REGUIRED BY FIRE DEPARR'NT. 120 tiega18dEal A AU. PARTY (WALLS, CORRIDOR WALLS AND FLOORS BETWEEN WiTS WILL MEET OR EXCEED AN STCC. 50 OR MORE. PROVIDE INSULATION AND ACCESSORIES REQUIRED TO MET STANDARD. B. CEILINGS WILL BE OF A CONTNJODUS FRE- RESISTiVE PE1 ERANE BUT MAY HAVE OPENINGS FOR COPPER SHEET STEEL. OR FERROUS PLLP1R I k PIPES, DUCTS, AND ELECTRICAL OUTLET BOXES, PROVIDED THE AREAS CF SUOI OPENINGS THROUGH TIE CEILING AGGREGATE NOT MORE TIA/4 i00 SWJARE NOES FOR ANY L00 SQUARE FEET OF CHILI AREA N IVIDIL4L ELECTRICA4L. OUTLET BOXES WILL BE OF STEEL AM NOT GREATER THAN 16 SQUARE INCHES N AREA C. STAIR NOTES ENSURE TIE FOLLOWING AND NOTIFY OWNER AND ARCI41TEGT OF ANY DEVIATIONS N EXISTNCs CONDITIONNd. 1) HEADROOM 6 MI+E"'UM, WIDTH 36• 2) TREAD ia' minim. RISER 1 I/2' MAAX11 1R'E 3) TOP OF HANDRAIL WELL BE 34' MINIM AI AND 38• MA7d'IM ABOVE TIE STAIR NOSING HANDRAIL HALL. BE AV MIiIMI AND 2' MAK111I1 N CROSS SECTLOk HANDRAIL WALL BE SPACED NOT LESS THAN II FRO' NALL RETLR4 006 OF 4) HANDRAILS N COMPIC N AREAS SHALL CCPIPLY WITH WAS 4I TON STATE BARRER -F EE REQUIRETIENTS, EXCEPT WHERE EXEMPT. 5) ALL 'INTERIOR STAIRS A/W EXISTING CONSTRUCTION E7NCEPT NEW LOBBY STAIR STATE ENERGY COVE AMID 1111ASHINSTON STATE VENTILATION ANC aW.tTY C017E , ALL NEW WORK SHALL COWORM TO THE VASH M TONN STATE EMMY COPE (II ECJ AiV TIE NIAW RGTO 4 STATE VENTILATION AND 11000 R AAiR QL4LRY CODE N ' .YJA QCI B. THE EEL= LISTED RECILIREMENTS AiRS MOT ALL ICUAI E AND ARE FOR TIE PURPOSE CF FEATURING KEY PORTICOS OF THE AA BMS REFEREINCED Cola I) ALL NCI EXTERIOR JOINTS SMALL CON - CCIi.t TO IBEC` 562. 2) NISI RECESSED LIGHTING FIXTURES SHALL COFiOR1 TO IMAM 502.4 & 3) EACH DIM LING (NT Si4M.L. BE MIMED M'TN UNCLE HOME vE TEA►TIO NN SYSTEMS DESIGNED *D INSTALLED TO SAT IPir WI.YJ AQC SECTIONS 30312 (91TL.ATIAr C'RITE'RIA FOR ALLR' °MAMMIES FOR CONTHIOUISLY OPERATIC: Fib) 4) SOURCE SPE+CFC EIG4411ST FOR CONTIMUSLY O1°ERATiNra FANS. 5) ALL OTHER OCCUPANCIES SO44L.L. CONFORM TAD SISIEC, 304 i) ALL W GIoL:1P►APCEb SHALL COMM TO CHAPTER S "RADIAN! PIESISTIvE STAANtaAmdr. 16e c oF ANY DEVIATION N EXISTNG WITS) A EVERY SLEEPING ROM TO HAVE AT LEAST ONE OPERABLE 11610CW OR EXTERIOR DOOR APPROVED FOR EMEMENCY EGRESS OR RESCUE. 1) THE WINDOWS ULLL BE OPERABLE FlROT'1 THE INSIDE TO PROVIDE A FILL CLEAR OPT WITHOUT TIE USE OF SEPARATE TOOLS. 2) ALL EGRES6 OR RESCUE &WOWiS MOM SLEEPING IROO TS WILL HAVE A MNR'Ir1 PET CLEAR OPENING OF 51SQUARE FEET. 3) TIE MIINM,M PET CLEAR OPENING HEIGHT DIMENSION WILL BE 24 INCHES (24') TIE MNNMUM NET CLEAR OPENING WIDTH DIMEN- SION WILL BE 20 NOES (20). 4) &SERE WINDOWS ARE PRO DED AS MEANS OF ESCAPE OR RESCUE, THEY WILL HAVE A FINISHED SILL HEIGHT OF NO MORE THAN 44 INCHES (44') ABOVE THE FLOOR B. ALL HABITABLE R M S WNTHIIN A DUELLING MIT SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPE NNGS WITH AN AREA NOT LESS THAN ONE TENTH (1/10) OF THE FLOOR AREA OF SUCH ROCM WITH A MINIMIM OF 10 (TEN) eau =ram FEET. C ALL HABITABLE ROOMS, EXCEPT KITCHEN'S 1LITNN A DWELLING WiTS SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPeuELE EXTERIOR OPFINNNGS WITH AN AREA NOT LESS THAN ONE TUE1NlTETH (1/20) OF THE FLOOR AREA OF SUG'HH ROOMS WITH A M III Of FiVE (5) SQUARE FEET. D. ALL SHHOitER AREAS SILL BE MONIED WITH A SMiOOTN NONAEeOREENT MATERIAL TO A HEIGHT CF 10' ABOVE BRAN INLET. THiS PLATERL4L SHALL BE WALLED AS NOTED (OR F aTHERILISE NOT iNOTED) OVER &LATER- RESISTANT GYPSUM WALLBOARD. WATER RESISTANT GLIB SHALL NOT SE INSTALLED OVER A VAPOR RETARDER OR ON CELNG6: E. DOOM AND PANELS CF SHIOSETR AND 13ATHITU3 ENCLOSURES SHALL BE OF SAFETY GLAZING MATERIAL WITH P11NR1t123' OPEI4111G. KITCC1134 RANGE., DRYER BATHROOM AM LA L NDRY ROOM VENiTiLATION DUCTS SMALL HAVE SMOOTH#, NON -COL eUSTELE, MN- ABSORBENT SURFACE AND WIL PIE EQJiPPED WITH BACK -DRAFT DAMS (INSULATE PER MJSEC. WERE ATaPLICABLV F. III BATHNROOMIS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS, AND SIMILAR ROOMS, A MECUANICAL VENTILATION SYSTEM COMECIED DIRECTLY TO TIE OUTSIDE, CAPABLE OF PROVIDING 5 (FIVE) AIR CHANGES PER HOUR, WILL BE PROvDED SUCH SYSTEMS SHALL BE CONNECTED DIRECTLY TO THE CUTSIE AND THE pole' OF DISG4AME WILL BE AT LEAST FROM ANY OPENING INTO THE BUILDING. . (INSULATE PER W&EG. WHERE AFPLICABLE) G: EVERY MIT SHALL BE PROVIDED WITH HEATING FAQ ILITES CA4PASLE OF MANTANNG AN AVERAGE ROOM TEi"I°FJRATURE CF ID DEGREES FAHRENHEIT N ALL HABITABLE ROOMS AND P-ATHR00 MB MIEN OUTSIDE AR TEMPERATURE IS 24 DEGREES FAHRENHEIT. H. ALL OCC LPA4NCY ACCESSORIES SUCH AS GRAB BARS, TOME!. BARS, PAPER DISPENSERS, SOAP DISHES, ETC, PROVIDED ON OR WHIN WALLS, SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL. ELEMENTS FR.7MI MOISTURE. L EXTEND FIRE-RESOSTIvE ULALL PROTECTION TO TIE SILL PLATE BEHIND A11DK.TR INNDER THE TUBS IC waist LINTS III#CH ABUT A FIRE -RATED WALL_ J #EPIT CHASES SHALL DE CONSTRUCTED FOR FIRE-RESISTIVE SHAFTS MEN REQUIRED. K ALL NERi GLAZING WHIN 10° CF PUIPE NNG DRAIN i&ET SHALL BE SAFETY GLASS. L LMT SHAETR: FLQWI TO 25 GPM PER UP.C. WLASH 4 TON STATE AMENDRENTS VAC 34-36-11103 - OMER EFFICIENcy STAAPIDAAIRDS (b) (2). K IENTRANCE DOORS TO LISTS SHALL SE 20 PIN. . RATED APD SHALL HAVE A DEAD LATCH NTHN AT LEAST P 71I1:41 N10 i 'PEN'ETRATE'S TIE STRIKER NOT LESS THAN I ' DEAD BOLT OR LATCH TO BE M NUDE RTHCUT A KEY. EACH DOOFt ILL KNAVE AN OBSERVATION PORT 54• ABOVE THE FLOOR M. ALL $NO1/ER STALLS SHALL HAVE aL001G BETIEI94 SING& n aE IN MAINTENANCE. LAIINOIer. MIRAGE APO OTHER SORMCE ROM DOORS MIST BE SELF -C.06S AND S P , ✓ i Architecture and Urban Design 204 First Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 / FAX: (206) 622 1766 0 cc V W • ['H US] r DRAG ISSUE PEWIT 5E 1 AUG MST 12, 2003 FOR PER ONLY # 1ib pa'IIIIII RANI u MN I A!R« a0 sum= IDIOM, HD INNIC111116 R 101111.1111Ret I w MARX TT"RE GENERAL- _;:,::, NOTES: 4 L A 0 , , &E - -ti :+(` ALE_ WA PLOT DATE: C %D FILE: PROD. MGR.: DRAFTER: JFD T . . 04002 PEMOL.ITION NOTES: I. DEMOLITION REQUIRED FOR REPAIRS, (RENOVATION APv UPGRADES: FOLLOW STRUCTURAL DETAILS TO DETERMINE EXTENT OF DEMOLITION REQUIRED TO INSTALL PEW STRUCTURAL ELEiMEiNTS LEAVE AS MUCH OF THE EXISTING BUILDING AS POSSIBLE. 2. REMOVE ALL EXISTING FLOORING Aim MASTIC. REIMS WHOLE VINYL TILES, NOT 14 PECES, ALONG WITH MASTIC (SEE 44Z- MAT SPECIFICATIONS.) REMOVE ALL EXISTING VINYL FLOORING AND CARPET THROUGHOUT WITS REMOVE S J FLOORING NCLLDNG OUT NOT LIMITED TO THE FOLLOWING: A WIT KITCHEN B UNIT BATHROOM 4. REMOVE ALL EXISTING DRYWALL AT WALLS, CELNGS, AND OTHER LOCATIONS. REMOVE ALL EXISTING ACOUSTICAL. TILE CEILINGS APD MASTIC. (SEE HNAZ -MAT SPECFICATIONS.) 5. REFER TO N U FLOOR PLANS FOR LOCATION OF NEW &JORC, INCLUDING NEW PLUMBING AND ELECTRICAL SYSTEMS. CONTRACTORS ABILITY TO WORK WITHIN EXISTING CR& USPACES IS SPATIAL RESTRICTED. AT CONTRACTORS OPTION, AC.,CESS TO CRAILL.SPACE MAY BE GAINED SY REMOVING EXISTING PLYWOOD SLEFLOORNNG AND INSULATION. WHERE SUEFLOORING APID INSULATION iS REfMOYED, IT %L4LL BE REPLACED WITH NEW CDX PLYWOOD AND O INSULATION AT NO ADDITIONAL COST TO THE OM ER PROJECT BIDS SHALL ANTICIPATE. REMOVE EXISTING SUBFLOOR SEE STRUCTURAL PLANS FOR DI TIC: LAYOUT CF SLEJFLOOR REMOVAL/ REPLACEMENT ALONG WITH ASSOCIATED DETAILS 6. FOR DEMOLITION TO ALLOW FOR PEW MECHANICAL AND ELECTRICAL WORK, iREFER TO SPECFICATIONS AND DRA W11. C 3 PRIOR TO START OF DEMOLITION R N TRACERS TO DETERMINE EXISTING LINE LOCATIONS, F NECESSARY. PROVIDE PEW FLOOR Ale CEILING PENETRATIONS FOR PLUMBING, HEATING APD ELECTRICAL CONDUITS. ALL CORE DRILLING IS TO BE COORLDNNATED WiTH THE ARCHITECT, BUILDING OIJNER AND STRUCTURAL ENGINEER VERY ANY CORE DRILLING RESTRICTIONS IW ARICHHiTECT AND STRUCTURAL P1GINE,ER PRIOR TO START CF WORK S EXISTING FRAMED INTERIOR PARTITION WALLS ON AU.. FLOORS ARE PRIMARILY WOOD STUDS WITH GM EACH SIDE (EXIS1TN3 GIIE3 TO BE REMOVED.) s 'REIMS EXISTING WALL SECTIONS AS REQUIRED FOR PEW WOK, 10 REMOVE ALL EXISTING 114TER SUFFIX F'LUMI314G PIPE ANN? ELECTRICAL WIRING TO ACCOIMODATE NEW PLUMBIC AND ELECTRICAL. SYSTEM INNST4L.LATICNS 11. SEE SPECFICATIONNS FOR 144Z-MAT AT INFORMIATIOK ASSLPE ALL EXISTM CONDMONNS NCLU DING FLOORS, W4L.LS AND CEILINGS TO CONTAIN HAZARDOUS DOUS MATERIALS (ASBESTOS, ETC) LINS.ESS SPECFICALLY KNOWN (ANN? TESTED) OTHEIRIUISE. CONTRACTORIAY PROVIDE ADDITIONAL TESTING AT THEIR OPTION AND Ea PENSE. PROvDE ALL 1442 -MAT DE ICLiTION , REMOVAL AND C.ERTFICATIO N N ACCORDANCE WiTH ALL EXISTING CODES AND REGULATIONS NI 4ENEAL NOTE: Clainillaglaiintal A A 3-COLOR 4' x 5' PLYWOOD PROJECT SIGN AS DIi4ECTED BY TIE OWNER COINER WiLL PRO - VIDE SIGNAGE. LETTERING, PANTS AND M O(NTNG SHALL BE DETEF*1 ED aY OWNER ES. BRIAN 3: THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK CONTRACTORS WILL FEUD VERIFY EXISTING CO CATIONS APO ALERT ARCH/ OTHER TO ANY UNFORESEEN CONSTRUC- TION DFFINCIL.TES BEFORE BEGINNING 11kaRI( FIELD VERIFICATION SHALL INCLUDE, BUT NOT BE LIMITED TO THOSE REG UIRED FOR NEW DOORS, EASEWOiRK, AND CABINETRY. C. IUTILLITIES: THE CONTRACTOR WILL OE RESPONSIBLE FOR YERFICATION OF ALL EXISTING UTILITIES. THE CONTRACTOR WiLL BE RESPONSIBLE FOR TEMPORARY UTILITES. CARE MUST 8E TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING LITILiTES AND SERVICE. D. PRE - CONSTRUCTION MEETING: PRIOR TO ANY CONSTRUCTION OR PEVELOPT"ENT ACTIVITY, THE CONTRACTOR WILL SCHEME A PRE-CONSTRUCTION MEETING WITH THE LOCAL BUILDING DEPARTMENT OR LOCAL � PUBLIC &JIOR�c 5 � DEEPARTME � N y T. ♦ � VERIFY 1114104 AGENCY 11i{.IULD BE INVOLVED. ED. DURING THIS iEEETING,, THE CONTRACTOR WILL 'PROVIDE LOCAL. INSPECTOR WITH A PROPOSED CONSTRUCTION SCHEDULE. THE CONTRACTOR AND INSPECTOR WILL THEN Nl TENTATIVELY SCHEDULE SEVERAL PHL48ED NSPECTIO4& E. PHASING: THE PROJECT SHALL BE PHASED TO ALLOW PARTIAL OCCUPANCY ICY OF THE SITE TO REiM44IN &!IILE CONSTRL,icTION IS UNDERWAY. NECESSARY PRECAUTIONS 51441. BE TAKEN FOR SAFETY AND HELL -BEING OF ON -SITE RESIDENTS F. ABBREvIATIONNB: 714ROUGHOUt THE PLANS ARE ABBREvIATkON$ WHICH ARE N COMMON USE. REFER TO THE SPECIFICATIONS FOR DEFNITIONS. THE ARCHITECT WILL DEER ANY THAT ARE N QUESTION. G. REPETITIVE: TYPICAL WALL SECTIONS. TRIM FINISHES AND DETAILS ARE NOT INDICATED EVE THEY OCCUR ON PLANS. ELEVATIONS AND SECTION REFER TO DETAILED DRAWINGS. CONTRACTOR TO PROVIDE WUORK THROUGHOUT F DRAIN N FULL HL TIONS: CONTRACTOR WLL OBTAIN AND PAY FOR ALL PERMITS NECESSARY OTHER THAN THE BASIC BUILDING PERMIT. CON1TRACTOR WILL ALSO PAY FOR 4 SECURE THE PL O1131/6 PERMIT AND PAY ALL OTHER CHARGE& FEES, OR COSTS CHARGED BY THE BUILDING A4JND CONSTRUCTION DEPARTMENTS, UTLITY AGIENSIES, OR PRIVATE CoIMMPANES I141014 REQUIRE SUCH COSTS FOR OR PRIOR TO INSTALLATIONS. J. NOTHING 14 THE DRA I II S A DI R THE 5FECFICAT1ANS SHALL BE CONSTRED TO PERMIT AAN INNSiTALLAT10N N 'VIOLATION OF APPLICABLE CODES AND/OR REST " CTIOPNS. GILD ANY 04ANGE II THE DRM 4G03 BE NECESSARY Y N OVER TO COMPLY WIN APPLICABLE CODES AND/OR REQUIREMENTS, THE CONTRACTOR WILL NOTIFY THE ARCHITECT AT ONCE AND CEASE WORK . WORK ON ALL PARTS OF THIS CONTRACT WILL BE 14 FULL ACCORDANCE WITH THE LATEST RILES, REGIJLATONS, RESTFICTIOIS, REGUIRIEMENTS APE) CODES. ALL WORK KILL CONFORM TO TIE LATEST EDITiON, UNI FOiRM BE P G CODE (UB) INNCUDIN ALL AMENDMENTS ADOPTED BY THE CITY. K. C.C1FLICT N CASE OF API': CCPA,.,iCT MO EN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIAAL6 SPECVED DO NOT EGL4L OR E>CEED THE TREramIREPE?4T8 OF THE LM OR ORDN ANNCES, THE LAAILO OR ORDINANCES WILL GOVEIR t NOTFY THE OF ALL C.ON FUCTL L DIMENSIONS: SURVEY: DIMENSIONS OF SITE CONDIT CN6 AND VOWING BUILDINGS ARE BASED ON INFORMATION SUPPLED BY ORIGINAL CONSTRUCTION DRAWINGS. ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF PREVIOUS DRAWINGS. P. 4 . __ DIMENSIONS ARE TYPICALLY SHOWN FROM FAKE Of EXISTNG FINISHES TO FACE OF PEW STUDS AT INTERIOR WALLS, 'K ESS DETAILED OTHERWISE ON DRAWNGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIPEJNSIONS SHOW ON THE DRAWINGS A/0 ACTUAL FELD MEASUREM E NT5 NOTIFY THE ARCHITECT F ANY DISCREPANCIES ARE FOUND. THE CONTRACTOR WILL VERIFY ALL ROUGH -N DI"ENSIC P $ FOR THE EGUIP - T FURNISHED ANC► INSTALLED BY HIMSELF OR HERSELF OR OTH* 114E CONTRACTOR WILL CONSULT THE PLANS CF ALL TRADES FOR OPENINGS THROUGH UGHH SLABS, WALLS, CEILINGS AND 141XFS FOR DUCTS, PIPES, CONDUIT, CAD' STNS, AND EGUPMENIT, AND WILL VERIFY THE SAES AND LOCATIONS WiTH $ieC.ONTRAGTOItS. M, SHOP S: PROVIDE SHOP DRAWINGS FOR THE ARCHITECT'S / GOERS APF'RO'VAL AND AS REQUIRED BY THE CITY PRIOR TO CONSTRICTION. NO WORK RECIJIRING SHOP DRAW-4 OR APP'RO'VED SAMPLE INSTALLATIONS SHALL EE PONE PRIOR TO THEIR APPROVAL N. CONTRACTOR TO COORDINATE 4 SCIEDULE INSPECT- iONS WITH BUILDING DEPARTMENT 4 FIRE DEPART- MENT, CITY UTILITES, HEALTH DEPARTMENT AND ALL OTHER CITY 4 COUNTY AGENCIES, AND ALSO WITH SPECIAL NSFECTIOIS COORACTORS. O. APPROPRIATE NNE U FLOOR (NVAYMENTS SHALL BE WALLED TI#ROUGHOUT. CONTRACTOR TO OBTAIN WRITTEN ACCEPT ANCE OF ANY FLOOR U NDERLAYMENT PRODUCT. THE ARCHITECT ASSUMES NO LIABILITY FOR THE FLOORING PiRODUCT AND ITS C.ONNECTIO4 WITH ADJACENT MATERIALS CONTRACTOR WILL HAVE A COPY CF THE I WI ROM BULDNG CODE, LATEST EDITION, AND ALL CITY AMEND/EN% ON SiTE FOR REMRENCE TO REFERENCED SECTIONS MEN. Q. CONTRACTOR TO PROVIDE OWNNER WITH COMPLETE RECORD DRAWINGS FOR THE RENOVATION WORK ,AiND MID PLIMBNG 4 HEATING, VENTiLATION, 4 AIR CONDIT104143, ELECTRICAL. SY61 1S AS WELL AS OTHER WORK CONCEALED ED BY FISHED SURFACES FACES INSTALLED OR ENCOINTERED DURING THIS PRalECT. R PROVIDE PROiTECTION OF PEDESTRIAN RIGHT-CF-WAYS PER CITY q? TO PROVIDE STREET USE PERMITS FOR THIS PROJECT. 21 A HAZARDOUS MTATERIIALS: CONTRACTOR IS IRESPOISIBLE FOR ALL A4PPRO'VALS, REMOVAL, DISPOSAL 4 CERTIFICATION NOT COMPETED BY OWNER AND AS RECLINED BY LAW. B- SOIL cCP ITlalS: THE AIaIlECT 4 OWRNER ASSUME NO AS TO TIE PHYSICAL CHARACIEVOSTICS OF THE SOL., NOR VERFES AOCURACY CF DATA SUPPLIED BY OTHERS. PERMITS: CONTRACTOR TO MARE PECESEARY AR- RANGEMENTS OR SEGUE NECESSARY MERITS UN THE CITY OWE MOWED FOR WE WJORC OR TO F LOM SDEEWALJCS OR STREETS DIE TO CONSTRUCTICK SAFETY: Ca4TRACTCR WLL BE RESPONSIBLE FOR ALL SAFETY WS AND METHODS, TEC.FNG'NES, SEA, OR PROCEDURES REQUIRED TO PERFORM THE WORK E PROTECT ALL ADJACENT PROPERTY AND VEGETATION PROTECT A STREET TREES, , MUM, UTILITY EQUIPMENT AMID OTHER APFURTI34APCES ON REIM 30 SEE DRA ill6G6 *V NOTES FOR ADDITIONAL t A. HSILATTAN : PROVIDE GALVANIC i4SII ATON i"ETiAL& CONTRACTOR SHALL PANT ALL METAL STACKS, PETAL BEAM/POST Ca•EGT1lS, VENTS. GRILLS, OR LI'VER'S M1Q4 SGT 1MMO:ILLS OR ROOF AND ARE N VEE COLOR BY Ai1:14111EG"T. a ANAN.j, DIVVIED EXTERIOR PETAL a E GrALYAPoD! ENO 111117CUM1IJ0 A STOPS 4 DAMPERS: FIRE STOPS N WALL, 8O flED CEILINGS, ETC, SHALL OE PROVIDED PER UNIFORM DWLDNG CODE REQUIITS. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETIARNN AIR OUT- LETS, 'LETS OiR DUCTS PEi€TRATING FIRE RATED ASSEMBLES, ENCLOSURES, WALLS, FLOORS OR SU RFAACE6 AS RECIARED BY FIRE DEPARTMENT. O WOOD: ALL WOOD N CONTACT 1111TH CONCRETE TO BE PRESSUNRE TREATED PER UNIFORM DUILDNG CODE. ALL SUCH WOOD USED N CONSTRUCTION MUST BE LOCATED AT NON- BEARING PARTITION WALLS AND MIST BE USED N FIRE TREATED AS INDICATED N DRAWINGS. C, BLOCKING: PRO'V'IDE WHERE REQUIRED. NCLLDNG, BUT NOT LIMITED TO DOORSTOPS, TOWEL OAR *40 ID TOILET ACCESSORIES FOR ACCESSILE WITS, TEE ACCESSIBILITY GUIDELINES 200A iM A OPENINGS: ALL OPE74P GS TO BE CAULKED, SEALED OR 'LEATHER- STRIPPED. PROVIDE BAKER ROD PER SPECS 4 MANI,FACTURERS F ECOIMMETDATIONS. B VAPOR BARRER& CONTINUOUS UOUS APPROVED VAPOR BARRIERS WE L. OE INSTALLED ON THE HEATED SIDE OF ALL THERhLAL. INSULATION INSTALLED. INSLLATIONl: WARE NM OR UPGRADED INSULATION IS REQUIRED, PROVIDE INSULATION AS FOLLOWS AM AS INDICATED ON . A B. PERU ROCF WALL INSULATION FLOOR NSSL WALL BELOW GRADE NSU.L.. RacSidingai R-36 R -19 R -115 R -NO GLA ZINCx PROVIDE PEW GLAZING PER UNFORM BWLDING CODE AND WASIHIIGTO N ENEMY CODE (REF. CHAPTER 5,19UILDNG DESIGN BY COMPONENT PERFORMANCE APPROACH). GLAZING N LOCATIONS SUBJECT TO HUMAN IMPACT, SUCH AS PANES 14 DOORS, GLAZING WITHIN A 24' ARC OF A DOOR OPENING, GLAZNG WITHHIN W' CF THE FLOOR ( APB IS OVER 9 6a FEET PER PANEL) WILL BE TEMPERED OR LAMINATED SAFETY GLASS PER (INFORM BLDNNG CODE SECTION 2406. GLAZING U -VALUE U - AC M XV'tPt CONTRACTOR WILL PROVIDE COMPLETE OPERATING HARDWARE ANI7 DOOR STOPS FOR EACH DOOR OR WIDOW OPENING NOTED ON SCHEDULES NCLLVNG ALL ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION WHETHER NOTED OR NOT. E. MOM A THE CONTRACTOR WILL BE SOUND TO THE FINISH SCHEDULE OF ROOM'15 AN) SPACES, BUT WELL BE ALSO RESPONSIBLE TO PROVIDE OTHER MATERIALS NOT DESIGNATED N THE F REQUIRED N THE FIELD TO CREATE A RASED PRODUCT AT WAUC, FLOORS, CEILING, DOORS, WINDOW NDO W AND ALL OTHER SOFFTTS, TREADS, FURRING& LEVELING AND PATCHING NIG WHERE REQUIRED. OB'VICUSLY, ALL AREAS UTHNIN TIE LHTS APE TO BE FULLY RIMED, NEW FLASHES THROUGHOUT UGHHOUr SHALL BE REWIRED. AIRCHIfTECT SHALL CLARIFY Tram 5 APD COLOR CF MOMS MERE/ F 42E67100 ARISE. © PROVIDE WATER RESISTANT GYPSUM WALL- BOARD AT ALL INT BATHROOM, , AND POTENTIALLY 'MET AREA& WATER-RESISTANT GYi°SLM WALLBOARD LBOAR D SHALL NOT I E INSTALLED OVER A VAPOR RETARDER OR ON CELNC. C PRIOR TO INSTALLING GUIE'INSTALL PROVE W A K -THR"N LI WITH OOM AMID ARO4ITECT TO HELP BMW ALL NECESSARY eLCacluNlrs HAS BEM INSTALLED PRIOR TO COVERING FMPING WITH G D. GYPSUM WALLBOARD TO BE INSTALLED AS FOLLOWS AT NEW CONSTRUCTION UNLESS NOTED OTHERWISE: F. EXTERIOR WALLS: ,• TYPE 'X' GUS PARTY WALLS 4 • LATE R!! 'X' GuD OTHER NTERRIOR VALLE: CEILINGS MD" TYPE 'X' TO DE INSTALLED BEI410 ALL FIX /ORES NCLLDNG TUBS AND SIHOUERS TO MANTAN RECILURED FIRE - RESISTIVITY E. (LAME SPREAD CLASSIFICATIONS FOR FINISHES PER UBC SECTION 804. ALL HALLS AND CEILINGS SHALL SE TEXTURED (ORANGE PEEL) AV PANTED, SAFE SPECFICATIONS A. MECHANICAL WON( SHALL C.OiNFOR"1 TO DRAWINGS *0 TO INDICATED HEREIN B MECANICA4L WORD' SHALL BE COORDINATED BY TIE GENERAL CONTRACTOR WiTH THE WORK IICATED HEREIN. C. ALL EXIST143 SUPPLY WATER PLUMBING PIPE TO BE REPLACED D. PLUMBING AND SIIER PiPE SIZING AND MECHANICAL SIZING TO BE N ACCORDANCE WITH THE DRAWINGS AND WITH RECOMI"EN DED PRACTICES AS PER CURRENTLY ADOPTED NATIOiAL., STATE OR LOCAL REGULATIONS. L F. PROVIDE SHOP DRAWINGS► PRIOR TO FABRiCA- T1ON AND NSTALLATiON OF ITEMS FABRICATED N THE SHOP FOR APP'RO'VAL BY THE OWNER, AND THE ARRCHiTECT. NOTABLE MEMO INCL.LDE, BUT ARE NOT LIMITED TO CABINETS AND CONTRACTOR TO FRAME OPE3NNGS N WALLS, CEILINGS AND FLOORS FOR H1/AG AND OTHER PECI4AiHIC4L OR ELECTRICAL WORK 1.114ERE REG TIRED ANN:► NOT OTHERWISE SHOWN ON TIE PLANS. PROVIDE ACCESS DOORS WERE REQUIRED BY COME. J. PROVIDE FIRE- TREATED WOOD BNAOr.1 G,, FURRING, STRIPPING OR BLOCKIN G REWIRED FOR INSTALLATION AIV ATTACHMENT CF UI RC OF ALL ODER TRAAfE& PR'OV'IDE AND INSTALL VE+1TNG FOR ALL DRYER LOCATIONS, TO OUTSIDE, AS REQUIRED BY WFOM1 BUILDING CODE, LINFORM MECHANICAL CODE SECTION SSIS AND AS SHORN ON DRAAUNGS. G. 14 ALL SERVICE WATER PIPING WILL BE THERIAU.Y INSULATED TO R -5. ALL PIPS DUCTS AND CONDUIT SHALL BE LOCATED WITHIN NBA OR EXISTING WALLS 4 CEILINGS ISLESS NOTED OTHERWISE (OR CONCEALMENT IS NOT POSSIBLE OR RECC.d'BED.) M (MU b' TYPE 'X' GtiD A. ELECTRICAL WORT( IS TO CONFORM TO THE DRAULSNNGS AND TO IUORKAREQUIREPENTS WTC4TED WREN AiND BE SLITAELE FOR THE INTENDED USES OF THE SPACE B. ELECTRICAL WORK ILL BE COX, N:MA1ED BY THE GENERAL C 4TRACTOR WITH THE VOW IIDICCATED HEREIN. C ALL EXISTNG WIRING WALL. 8E IREPLACED. E1.ECTIRICAL. SERVICE REGIMENTS MIND Mks TO BE N ACCORDANCE WITH THE DRRAIW.16 AND RECOMMENDED PRACTICES AZ PER CURRENTLY NATIONAL, STATE, LOCAL D. THE CCWRACTOR ILL INCN.LDE APD MOVE* ALL POWER COMPANY'S COST TO INSTALL TEMPORARY CONSTRUCTION *V ANY NEW SERVICE TO POWER =Dam THESE CTS MU INCLUDE VAULTS, TRANI1FORIERS, SERVICE LINES,1410HOLD6 AND ALL OTHER EQUFMENT AND LABOR REQUIRED AND/OR NECESSARY% THE C.ONTIRACTOR MLL ALSO NCLLCE ALL OTHER COSTS TO PROVIDE ADECUATE S : VTGE FROM TIE FACILITY TO THE PONT CF TIE POWER COMPANY'S TI:Ri'RN ATICK E PNOM IDE 1W GOMM CIF POWER FOR EAT MGM AND EPERGEMY Off L1GHif14<s F. OUTLETS N SWITCH LOCATIONS AND BARRER- LINTS TO SE NSTALLFD PER 11.6141103TON STATE Br1IiREREE CODE. ' LIGHTING 4 SWINGING 14 GOWN AREAS PER 0 -275 A FIRE WARNING SYSTEMS PER UNFORMi BUILDING CODE AMENMENTS TO BE PROVIDED. D. TINE FIRE DETECTION AND ALARM SYSTEM SHALL MEET THE REQUIREMENTS ENTS OF THE LP4FOW BUILDING CODE AND AS SPECF1ED N THE U INFORM BUILDING CODE SECTION 3108 SHOP DRAWINGS WILL SE REQUIRED FOR ALARM SYSTEM. C. PROVIDE FiRE EXTNGUISIER6 AND SEM- RECESSED CABINETS AS IQC6WNIRED BY INFORM FIRE CODE STANDARD IO -I. D. PROVIDE AND INSTALL SMOKE DETECTORS PER DRAWINGS AND THE UNIFORM BULDNG CODE. SMOKE DETECTORS SHIAL.L RECENE THEIR PRIMARY POWER FROM TIE EUIL.DNG WIRING. E. PROVIDE FARE EXTINGUISHERS A10 CARNETS PER CITY CUII ,. ' TS LOCATE AS 8140UN ON ORAW8NG6 OR LOCATE ONE (I) PER 3000 SWAM FOOT AREA AND 15' MAXF I DISTANCE a TRAVEL F. INHERE SEMI - RECESSED C. BIETS (FIRE EXTINGUISHER; ETC.) OCCUR 14 FIRE RATED 'WALLS, LIE OPENING WITH %• TYPE . X° GYPSUM WALLBOARD, INC.LLDNG SWAGE BEHIND CABINET. G. MAINTAIN FIRE - PROTECTION REQUITIEMINTS HEHIND FIXTURES AND SWO11 H. FIRE BLOCKS A4ND DRAFT -STOPS PER LNFOR 1 BUILDNCs CODE SECTIONS 10S,109. 41w PROVIDE FIBRE - STOPPING AT ALL FLOOR 4 WALL PENETRATIONS AS REGUIRED BY FIRE DEPARR'NT. 120 tiega18dEal A AU. PARTY (WALLS, CORRIDOR WALLS AND FLOORS BETWEEN WiTS WILL MEET OR EXCEED AN STCC. 50 OR MORE. PROVIDE INSULATION AND ACCESSORIES REQUIRED TO MET STANDARD. B. CEILINGS WILL BE OF A CONTNJODUS FRE- RESISTiVE PE1 ERANE BUT MAY HAVE OPENINGS FOR COPPER SHEET STEEL. OR FERROUS PLLP1R I k PIPES, DUCTS, AND ELECTRICAL OUTLET BOXES, PROVIDED THE AREAS CF SUOI OPENINGS THROUGH TIE CEILING AGGREGATE NOT MORE TIA/4 i00 SWJARE NOES FOR ANY L00 SQUARE FEET OF CHILI AREA N IVIDIL4L ELECTRICA4L. OUTLET BOXES WILL BE OF STEEL AM NOT GREATER THAN 16 SQUARE INCHES N AREA C. STAIR NOTES ENSURE TIE FOLLOWING AND NOTIFY OWNER AND ARCI41TEGT OF ANY DEVIATIONS N EXISTNCs CONDITIONNd. 1) HEADROOM 6 MI+E"'UM, WIDTH 36• 2) TREAD ia' minim. RISER 1 I/2' MAAX11 1R'E 3) TOP OF HANDRAIL WELL BE 34' MINIM AI AND 38• MA7d'IM ABOVE TIE STAIR NOSING HANDRAIL HALL. BE AV MIiIMI AND 2' MAK111I1 N CROSS SECTLOk HANDRAIL WALL BE SPACED NOT LESS THAN II FRO' NALL RETLR4 006 OF 4) HANDRAILS N COMPIC N AREAS SHALL CCPIPLY WITH WAS 4I TON STATE BARRER -F EE REQUIRETIENTS, EXCEPT WHERE EXEMPT. 5) ALL 'INTERIOR STAIRS A/W EXISTING CONSTRUCTION E7NCEPT NEW LOBBY STAIR STATE ENERGY COVE AMID 1111ASHINSTON STATE VENTILATION ANC aW.tTY C017E , ALL NEW WORK SHALL COWORM TO THE VASH M TONN STATE EMMY COPE (II ECJ AiV TIE NIAW RGTO 4 STATE VENTILATION AND 11000 R AAiR QL4LRY CODE N ' .YJA QCI B. THE EEL= LISTED RECILIREMENTS AiRS MOT ALL ICUAI E AND ARE FOR TIE PURPOSE CF FEATURING KEY PORTICOS OF THE AA BMS REFEREINCED Cola I) ALL NCI EXTERIOR JOINTS SMALL CON - CCIi.t TO IBEC` 562. 2) NISI RECESSED LIGHTING FIXTURES SHALL COFiOR1 TO IMAM 502.4 & 3) EACH DIM LING (NT Si4M.L. BE MIMED M'TN UNCLE HOME vE TEA►TIO NN SYSTEMS DESIGNED *D INSTALLED TO SAT IPir WI.YJ AQC SECTIONS 30312 (91TL.ATIAr C'RITE'RIA FOR ALLR' °MAMMIES FOR CONTHIOUISLY OPERATIC: Fib) 4) SOURCE SPE+CFC EIG4411ST FOR CONTIMUSLY O1°ERATiNra FANS. 5) ALL OTHER OCCUPANCIES SO44L.L. CONFORM TAD SISIEC, 304 i) ALL W GIoL:1P►APCEb SHALL COMM TO CHAPTER S "RADIAN! PIESISTIvE STAANtaAmdr. 16e c oF ANY DEVIATION N EXISTNG WITS) A EVERY SLEEPING ROM TO HAVE AT LEAST ONE OPERABLE 11610CW OR EXTERIOR DOOR APPROVED FOR EMEMENCY EGRESS OR RESCUE. 1) THE WINDOWS ULLL BE OPERABLE FlROT'1 THE INSIDE TO PROVIDE A FILL CLEAR OPT WITHOUT TIE USE OF SEPARATE TOOLS. 2) ALL EGRES6 OR RESCUE &WOWiS MOM SLEEPING IROO TS WILL HAVE A MNR'Ir1 PET CLEAR OPENING OF 51SQUARE FEET. 3) TIE MIINM,M PET CLEAR OPENING HEIGHT DIMENSION WILL BE 24 INCHES (24') TIE MNNMUM NET CLEAR OPENING WIDTH DIMEN- SION WILL BE 20 NOES (20). 4) &SERE WINDOWS ARE PRO DED AS MEANS OF ESCAPE OR RESCUE, THEY WILL HAVE A FINISHED SILL HEIGHT OF NO MORE THAN 44 INCHES (44') ABOVE THE FLOOR B. ALL HABITABLE R M S WNTHIIN A DUELLING MIT SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPE NNGS WITH AN AREA NOT LESS THAN ONE TENTH (1/10) OF THE FLOOR AREA OF SUCH ROCM WITH A MINIMIM OF 10 (TEN) eau =ram FEET. C ALL HABITABLE ROOMS, EXCEPT KITCHEN'S 1LITNN A DWELLING WiTS SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPeuELE EXTERIOR OPFINNNGS WITH AN AREA NOT LESS THAN ONE TUE1NlTETH (1/20) OF THE FLOOR AREA OF SUG'HH ROOMS WITH A M III Of FiVE (5) SQUARE FEET. D. ALL SHHOitER AREAS SILL BE MONIED WITH A SMiOOTN NONAEeOREENT MATERIAL TO A HEIGHT CF 10' ABOVE BRAN INLET. THiS PLATERL4L SHALL BE WALLED AS NOTED (OR F aTHERILISE NOT iNOTED) OVER &LATER- RESISTANT GYPSUM WALLBOARD. WATER RESISTANT GLIB SHALL NOT SE INSTALLED OVER A VAPOR RETARDER OR ON CELNG6: E. DOOM AND PANELS CF SHIOSETR AND 13ATHITU3 ENCLOSURES SHALL BE OF SAFETY GLAZING MATERIAL WITH P11NR1t123' OPEI4111G. KITCC1134 RANGE., DRYER BATHROOM AM LA L NDRY ROOM VENiTiLATION DUCTS SMALL HAVE SMOOTH#, NON -COL eUSTELE, MN- ABSORBENT SURFACE AND WIL PIE EQJiPPED WITH BACK -DRAFT DAMS (INSULATE PER MJSEC. WERE ATaPLICABLV F. III BATHNROOMIS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS, AND SIMILAR ROOMS, A MECUANICAL VENTILATION SYSTEM COMECIED DIRECTLY TO TIE OUTSIDE, CAPABLE OF PROVIDING 5 (FIVE) AIR CHANGES PER HOUR, WILL BE PROvDED SUCH SYSTEMS SHALL BE CONNECTED DIRECTLY TO THE CUTSIE AND THE pole' OF DISG4AME WILL BE AT LEAST FROM ANY OPENING INTO THE BUILDING. . (INSULATE PER W&EG. WHERE AFPLICABLE) G: EVERY MIT SHALL BE PROVIDED WITH HEATING FAQ ILITES CA4PASLE OF MANTANNG AN AVERAGE ROOM TEi"I°FJRATURE CF ID DEGREES FAHRENHEIT N ALL HABITABLE ROOMS AND P-ATHR00 MB MIEN OUTSIDE AR TEMPERATURE IS 24 DEGREES FAHRENHEIT. H. ALL OCC LPA4NCY ACCESSORIES SUCH AS GRAB BARS, TOME!. BARS, PAPER DISPENSERS, SOAP DISHES, ETC, PROVIDED ON OR WHIN WALLS, SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL. ELEMENTS FR.7MI MOISTURE. L EXTEND FIRE-RESOSTIvE ULALL PROTECTION TO TIE SILL PLATE BEHIND A11DK.TR INNDER THE TUBS IC waist LINTS III#CH ABUT A FIRE -RATED WALL_ J #EPIT CHASES SHALL DE CONSTRUCTED FOR FIRE-RESISTIVE SHAFTS MEN REQUIRED. K ALL NERi GLAZING WHIN 10° CF PUIPE NNG DRAIN i&ET SHALL BE SAFETY GLASS. L LMT SHAETR: FLQWI TO 25 GPM PER UP.C. WLASH 4 TON STATE AMENDRENTS VAC 34-36-11103 - OMER EFFICIENcy STAAPIDAAIRDS (b) (2). K IENTRANCE DOORS TO LISTS SHALL SE 20 PIN. . RATED APD SHALL HAVE A DEAD LATCH NTHN AT LEAST P 71I1:41 N10 i 'PEN'ETRATE'S TIE STRIKER NOT LESS THAN I ' DEAD BOLT OR LATCH TO BE M NUDE RTHCUT A KEY. EACH DOOFt ILL KNAVE AN OBSERVATION PORT 54• ABOVE THE FLOOR M. ALL $NO1/ER STALLS SHALL HAVE aL001G BETIEI94 SING& n aE IN MAINTENANCE. LAIINOIer. MIRAGE APO OTHER SORMCE ROM DOORS MIST BE SELF -C.06S AND S P , t 1 1 1 1 SITE LEGEND � aeaN. SPACE VENT LOCATION, vERFr j� REPLACE vs+r COVER, SEE SPEcIFIcnnaNs RR REPLACE lteNT COVER AND REPAIR CGNCRETE CRACK At VENT OPENING, SEE S1RliC1 RAL CRAM N C.,ONCRETE F01HDATIGN WAIL SEE STRJC URAL • CRAY., SPACE veil LOCATION AT 11 c 4 GRADE SLOPES TCWARDS OPEING. N$TALL GALvANIYED YI0111 YELL SEE DETAIL 2 4 3 ON Sl EET AIIJ UNIT 1 4441 UNIT 14448 UNIT 14452 UNIT 14454 UNIT 14456 UNIT 14458 UNIT UNIT I UNIT 14438 I UNIT 14436 BLDG E 'MIT 14434 UNIT 14432 UNIT 14420 UNIT 14422 UNIT 14424 BLDG F _ UNIT 14426 UNIT 14428 UNIT 14430 UNIT 14468 UNIT 14466 J BLDG B UNIT 14464 UNIT 14462 • UNIT 14460 MOTE: ALL BUILDINGS AND UNITS WITHIN SMALL E3E RENOVATED EXCEPT BUILD INCA 1-I (5ENIOR DOUSING) AND NE COMMUNITY BU I L D INCA. SEE S1—IEET5 A21.1 THROUGH 421.4 FOR ENLARGED BUILDING PLANS. 4 PROPERTY LINE RR� A R R A A PROPERTY LINE I TYPICAL EXISTING GALVANIZED VENT WELL � PROPERTY LINE 0 8[S868\ FRAME, PANTED 11 APPROXIMATE a"Xlie VENT COVER (VERFY) DO CEDAR VAT f , \///:‘,/>• SECTION AT CRAWL $PACE VENT is= leo (",./;/\\///' / \\ � % � , / � /ice /i sir GALV. STEEL. /�, / / \WI W LIEU. ; \ . \(: r' \// //� %�,,�� `�;lA v / \/ \ \ 2 PEA GRAVEL ; / / / 0 144,4 1 1 1 1 I* SOUTH 146 TH STREET SOUTH 144 TH STREET Architecture and Urban Design 204 First Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 f FAX: (206) 622 1766 o rx 3 W W ' • � PO rx USING ROM ISSUE PERM SET AUGUST 12, 2003 FOR PERMIT OILY MIMI APPIw .iQ10 Ap1INCIPI .011 .r.orwm.r mss MOM TTT1E SITE PLAN SCALE: WA PLOT DATE: CAD FILE: PROD_ VGR.: D DRAFTER: Aert No A11.1 t 1 1 1 1 SITE LEGEND � aeaN. SPACE VENT LOCATION, vERFr j� REPLACE vs+r COVER, SEE SPEcIFIcnnaNs RR REPLACE lteNT COVER AND REPAIR CGNCRETE CRACK At VENT OPENING, SEE S1RliC1 RAL CRAM N C.,ONCRETE F01HDATIGN WAIL SEE STRJC URAL • CRAY., SPACE veil LOCATION AT 11 c 4 GRADE SLOPES TCWARDS OPEING. N$TALL GALvANIYED YI0111 YELL SEE DETAIL 2 4 3 ON Sl EET AIIJ UNIT 1 4441 UNIT 14448 UNIT 14452 UNIT 14454 UNIT 14456 UNIT 14458 UNIT UNIT I UNIT 14438 I UNIT 14436 BLDG E 'MIT 14434 UNIT 14432 UNIT 14420 UNIT 14422 UNIT 14424 BLDG F _ UNIT 14426 UNIT 14428 UNIT 14430 UNIT 14468 UNIT 14466 J BLDG B UNIT 14464 UNIT 14462 • UNIT 14460 MOTE: ALL BUILDINGS AND UNITS WITHIN SMALL E3E RENOVATED EXCEPT BUILD INCA 1-I (5ENIOR DOUSING) AND NE COMMUNITY BU I L D INCA. SEE S1—IEET5 A21.1 THROUGH 421.4 FOR ENLARGED BUILDING PLANS. 4 PROPERTY LINE RR� A R R A A PROPERTY LINE I TYPICAL EXISTING GALVANIZED VENT WELL � PROPERTY LINE 0 8[S868\ FRAME, PANTED 11 APPROXIMATE a"Xlie VENT COVER (VERFY) DO CEDAR VAT f , \///:‘,/>• SECTION AT CRAWL $PACE VENT is= leo (",./;/\\///' / \\ � % � , / � /ice /i sir GALV. STEEL. /�, / / \WI W LIEU. ; \ . \(: r' \// //� %�,,�� `�;lA v / \/ \ \ 2 PEA GRAVEL ; / / / 0 144,4 1 1 1 1 I* SOUTH 146 TH STREET SOUTH 144 TH STREET V 120a rdio_ciEsEgaLsg2mo (TYPICAL ALL WITS) ALL WIT INTERIOR FINISHES SHALL BE REMOVED D011W TO EXPOSED WOOD FRAMING. (WOOD FRAMIM S TO REMAMN), NCLLDNG BUT NOT LIMITED TO CEILING AND WALL GIB, CABINETS, MILLWORK WOOD AND FIBER BASE, DOORS AND DOOR HARDWARE. FLOOR FINISHES TO OE RBMovED TO PLYWOOD SUBSTRATE. NOTE SPECIAL CONDITIONS AT WIt KITCHEN AND BATHROOM& REFER TO DEMOLITION MOTES BELOW AND THE BPECFICATION FOR ADDTICxNAt INFORMATION. . REFER TO FINISH SC.HEDtL.E TO INSURE ADEQUATE SL1SSTRATE PREPARATION FOR NEW FNISI4ES. SALVAGE ITEMS: SALVAGE FOR REIMS TO OWNER ALL ITEMS NOTED "SALVAGE". -- ASOE6tO6 CONTAI1P MATERIALS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: MEXIIINED CEILINGS, FLOOR TILES, FLOOR AND BASE MASTIC, GUS TAPE/COMPOUND. REFER TO kAZ -MAT ARTS, U141CH ARE INCLUDED N THE SPECFIC ATiONS. CONTRACTOR TO INSURE DEMOLITION GF THESE MATERIALS FOLLOW Ti•E GUIDELINES OF WASHNGTCN STATE LABOR AND PC)USTRES, PUGET SOLPV CLEAN AIiR AGENCY AND ALL OTHER APPLICABLE FEDERAL., STATE AND LOCAL AGETNCES DEMOLITION NOTES -- REPLACE 5ELEGTED FERPETER POSTS N GRATA .SPACE. OEM SOL IS N CONTACT WiTHI POSTS, POSTS SHALL BE RI31OVEDIREPLACED OR ELEVATED ONTO A CONCRETE PAD. AWE 2,500 BOARD FEET TO BE AFFECTED. SEE STRUCTURAL. -- DEMO FLOOR FINISHES AND PLYWOOD SUB- FLOORING TO EXPOSED FRAMING AT ALL KITCHENS BATH ROCMi8 AND LAINDRY ROOMS. NSPECT EXPOSED FRAMING FOR DRYROT AND REPORT MY STPLIG1 JR4L DAMAGES BEFORE APPLYING NEW FINISHES_ REFER TO WIT PLANS FOR LOCATIONS: - - REPLACE AND REFRAME ALL WINDOIU ROUGH OFe4NG6 C -- REMOVE ALL KITCHEN CABINETS, GOWTERTOP5, ANo BATMOOM VANITES INSULATION -- REMOVE DAMAGED EXISTING INSULATION N EXPOSED CAvITES AND CRAW. SPACES INCLUDING INSULATION WAD AT DUCT WORK POOR 4 WINDOU - - REMMOVE ALL INTERIOR DOOIRSFRA"ES AND INTERIOR CLoeET DOORS/FRAMES. REMOVE DOOR HLARDILARE. - RE 1OvE ALL EXTERIOR ENTRY POO . - - REMOVE ALL EXISTNCs ALAN' NU M WINDOW MO ' ALL ROUGH OPENINGS: -- RETIOVE EXISTING WINDOW 8L ES. FINISHES -- REMOVE ALL GMe AT MALLS AND CELNG& INSPECT AT EXISTING CAVATES FOR STRUCTURAL OR WATER DAMAGE REPORT MY DAMAGE P'twLATB.Y. -- R I10V€ EXISTING VC:T/SHEET AWL 14 LNDERLAYMENT DOMN TO 5(13- FLOOR REMOVE ALL FASTENERS PREPARE NEW TO RECENE NEW MMES. SPECIALTIES -- REMOVE/REPLACE OUTDATED SIG MACE gQUIFt " NT -- ALL Dd51 w G PRIOR TO RENO LNG FROM SUE ALLOW OMMINER OPPORitHTY TO 5r4 _vAtGE ANY APPUANCE THEY WISH TO KEEP! SUCH SALVAGED UNITS MALL BE HALED OFF -SfTE SY K044. MUNNs UNITS TO BE HAULED OFF-WE BY COORACTOR hEC.H'AUIcAL (SEE ALSO MECH. PUk 5JSPECS) _ - REMOVE ALL FLAMM FOCTUFNES AT ALL MTh, NCUDNS KITaei SINKS BiAIH/CC M LAYATORES, WATER GLOIETS, TtBISHHOMEIRS AND SIAM UNITS AND FAUCETS. SEE MECHANICAL NVAC: -- IEPTOYE ALL B.ECTI RICAL BASER A D HEATERS N ALL WT& -- 'IR1310VE ALL EASING ATS N ALL UHT& VENTILATI N: -- ITEMOVE ALL WT RANGE ICO0S. -- IEMOvE ALL I NT BAIH/A1Q1 Ds4ALET FrIE - -1)VE ALL WT DRYER lll5f17T DUCTS f - ALL ELECTRICAL 11111111‘ WOO& CUTLETS, COVER PLATES. SEE ELEC. -- ALL EARNS LAMMAS FOAMS, DOOMBIA me. Euscivecai. 021/ PEPIC11IE ALL ELECTRICAL PAIL& SEE ELM NEW CONSTRUCTION NOTES (TYPICAL ALL WITS) 14OU CARPENTRY' • ANCHOR SILL PLATES TO FOUNDATION WALLS FIFER TO BUILDNNG PLANS FOR PERIMETER DPEINSICNS. SEE STRUCTURAL.. •- REPLACE EXISTING CRAWL SPPACE VENTS TYPICALLY, (2) PER WIT EXTERIOR PERFETER FAKE. SEE DUILDNG PLAN. • WALL SELECTED NEW PERPETER POSTS N CRAMLSPACE. SEE STRUCTURAL. ASSUME 2$e OO6 iEET. -- INSTALL BEAM- TO- COW'EI TES EA04 SIDE AT TOP CF ALL GRAIL SPACE POSTS. SEE STRUCTURAL -- PROVIDE METAL STRAPS OR IOLDDOIINS FOR STRUCTURAL SYSTEM TO RESIST WM AND EARTI QUAKE FORCE& SEE STRUCTURAL -- REMM'E ALL WINDOW OPENI NG& - - ROW** ALL INTERIOR CLOSET DOOR OPENING, SEE ARCHITECTURAL DRAWING FOR iROUGW OPENING SIZES AND SEE 61RJCIVRAL DRAW.* FOR HEADER DETAILS. -- FRAME our ALL KITCHEN PAS6414RC k DNS, FINISHI WIN Gib AND PANT TO MtATO4 ADJACENT WALL AREA& - _ REFRAI"E KITCHEN OPENINGS, MERE INDICATED ONI ARCHITECTURAL DRAWINGS. -- INSTALL NET! 3/4" CDX PLYWOOD 5113- FLOORING AT WIT KITCHENS, AS NEEDED ANN? ALL BATHRROOM'I& - - PROViDE ELOCKMNG FOR ALL NEW TOWEL BARS, MIRRORS, DOOR STOPS, ETC. - - PROVIDE DRAFT STOPS AT ALL PARTY WALLS. SEE DETAL 5 ON SHEET A621 • PROVIDE ATTIC ACCES PANELS FOR ALL WiTS M1 SIZE SHALL BE 22"X30', SEE UNIT PLAN AND DETAIL 4 ON SHEET A621 MILLWORK -- INSTALL NM INTERIOR MILLWORK THROUGHOUT: NCL.VNCr DOOR JAMBS, WIDOW SILLS, WALL BASE, AND OTHER IIISC . TRM'1 PER ARCHITECTURAL INTERIOR ELEVATIONS. -- INSTALL NEW WOOD HANDRAILS AT ALL STAN& (I) PER STAiR CASEILIO C -- INSTALL ALL KITGI484 CABINETS, BATHROOM VANITES AND GOUMERTOPS REFER TO ARCHITU 6L NTEWOR ELEVATION& INSULATION -- REPLACE moms INBULAT1 N AT EXTERIOR PE RS"ETER WALLS, CEILINGS AND AREAS Pt4DE ACCESSIBLE AT REMOVED KRCHE,N•EI+41W SU lOGRS. NNSULATION AT CEILINGS, I ROOF, t1JST MEET CURRB4T ENERGY CODES (R -30). POOR I wINDOII a - - INSTALL NEW EXTERIOR BITR . -- INSTALL NCI MEW* DOORS AND NTEMOR CLOSET DOORS. (REFER TO DOOR 50-EDULE AND SPECIFICATIONS. - - INSTALL NEEI EXTERIOR MENDC . SEE SPECFIC4TION L FEFRAME SRI. AND AROUND MOO PERSIETER AS REQUIRED FOR PROPER INSTALLATIOK FINISHES • INSTALL NEW GM, TEXTURE (ORANGE REV AND PANT. -- WALL NEW CARPET AS PER ARC ITECT RAIN PHSw r - - MALL NEE( vNYL TLE AND SHEET VINYL PER FN614 Saw . EQ I1Ft 4T -- INSTALL Nom, KC 44 SUPPLED APPLANIGES. IFOICI K -- INSTALL NEW VERTMCALr BLINDS AT ALL UHT WINOaOIS AND SWING GLASS DOORS 1HRI7UISCIJT, SEE SPECFICATICRIA PLLM3NCv -- STALL NEE PURISM FIXTURES AT ALL UNTS tCL.tDla KITOEN 5N Z. DATIOXM LAVATO ES, WATER CLOSETS, IUDS, SEE SPEGF TTONS -- REPAIR MD ADAPT OWNS SEWER PPM *C CONNECTIONS TO ICCOMODIKIE NEW F UM& -- PROVIDE A i111 MEOWED FoossumE PIRSIC PAL ASSEMBLY), 111114 A HOT BOX. DOEd111E181 OF 1NE EXWO* DOMENiC WATER PETER MOYLE POWER SARA Fait MOT 00X. - METAL ALL NEW CODER PURISM UNISCONDIRS THIIIOUSCUt -_ PROVIDE CAPS MR Mira* AND WIRILAb Doer VCR WASHEITI -- MALL HOODED DINNER VW SIN ILACK -DAFT DAMPIA s�aw�+�woia P'EC�{ANIG4L ( -- MULL NEN'lC t NEAT aL FILM Wafts AND HEMS -- MAIN 1d PPlaWortveLE iismmagaik — swim -- MAL 1!B MME RWE ST ALL Mk WE E,ECTRICI., • - PRROVDE ALL NEW ELECTRICAL SYSTEM NNCLLDMNG PANELS ANC WIRING. PROVIDE FOURTH MARE FOR LAN DRY ROCK PROVIDE TELEPI4CNE AND CABLE WI RIO TO LIVING ROOM AND ALL BEDRoOF1b -- INSTALL NEW WOES, OUTLETS AND COVER PLATES - - INSTALL. NEW LIGHTING WIRES, SEE SPECIFICATIONS - - INSTALL NEW DOOROELLS. - - PROVIDE GPO MERE REWIRED BY CODE, SEE ELECTRICAL DRAMA. -- PROVIDE WIiRJNG, AS NEEDED, FOR NEW RANGE WOODS, 1:1414/06 DIRECT vENTNG TO OUTSIDE - - INSTALL NEW, 1444D -WIRED SMOKE DETECTORS. SMOKE DETECTORS 8141.1 BE MASHED BY OMNNER AND NSTAU.ED BY CONTRACTOR SEE SPECIFICATIONS. FLOOR PLAN ABBREVIATIONS AA • ATTIC ACCESS PANELS, DI'B4SIANS ARE 22' x 30•, MN. REF • REFRIGERATOR FE • FIRE EXTNGULSFER MIL • ELECTRIC HOT WATER HEATER F• ELECTRIC R RN CE. W • WASHER (NIC) PROVIDE HOOK -UP ONLY D• ORMR 0410) PROVIDE HOOK-UP C-UP ONLY R16 • DOUISLE SHELF I ROD TYPICAL • ALL BEDROCCI CLOSETS. MC • MEDIC E CABINET TB • TOMEL 13.4R PROVIDE BLOCK( MISR • MIRROR TPH • TOILET PAPER HOLDER uND. • UNLESS NOTED OTHERWISE I. L 2. 3. LEGEND DOOR TYPES A B ' AIED colEiuooD�� DOOR NOTES 0 ALL EXTERIOR DOORS AIE U • .19 **OWED FETAL. LEVER MARDI AN TO BE USED • ALL WITS. • ..■■•••• -. -- • ALL MAN ENTRANCE DOORS SHALL BE Pi OV DED IW ONE VIE/PORT l• 5' O'AiF) t A DEADEICLT OR DEAD- LOCKNG LATCH DOLT MV %' Mk TF#ROMI MRMCW PEPEIRAMS THE STRIKER l' Pik 0 D Ha WOO° MAN WOOD TRIM DOOR LEGEND 3068 RCN _TT T TYPE FINISH SCHEDULE BEY: ROOM xxx /x ,. 4 L 1ACT 2. SET VNYL 3. CARPET IW PAD IMera L PANTED I'VF TIRR1 2. NO BASE 3. btQ PANTED PVF STAIR SORT RT 4. 4' RIBBER BASE BALL: L PANTED TEXTIED GIB 2. PANTED TEXTURED WATER- IRE,SISTNNT GIB 1. PANTED TEXtU ED GUS FOR EACH( — I+DIVLxL4L DMELLNG UNIT SHALL COPPLY MN UDC 10 3336, m' IT II 15'-W LMNG 377171 CPI 'VNL. FRAI'E OUT KITCHB4 PAS6-11411421014. CONCRETE PAD DINING I i 1 I UNIT - FIRST FLOOR PLAN • HANDFULS FOR EACH INDiVIDU AL 0tE1LNt"s UNIT SNAIL CCP L.Y MATH UDC 1003336, TYP WINDOw LEGEyp (2) 2640 SL 1411eeR a wcai4J rT (2'49 iucnH --J (4 HEIGHT TYPE WINDOW NOTES L PRROVDE EVERY WOOD LATH VENT PORTS, OPBMLG AREA NOT LESS THAN 4 SQ. NCOE& 2. 1°RO VE DOTE PANED GLASS 14 ALL IENDOMB. ALL tome MVN W CIF DOOM IMAL.L HAVE TEMPERED GLASS. ALSO PiRoVDE TEM°EFED GLASS WIN W OF FLOOR 3. ALL I8E?t7MB AIE VNY1 I SHALL MEET THE FOLLOIENYs I ' ATE A VISIBLE IRANSMISSON GREATER THAN OR EGUIVALE It TO 66%. B. SI4 DING COEFFICIENT LEAS N A V OR EGIAVALE f TO AS OR SOLAR MEAT GAIN COEFFICIENT LESS THAN OR EGWYA1.BIT TO A3 C. MOLTER U -VALIE LESS THAN OR ECIAVALBET TO 33. 4. THE MALLOW EWEN 11/10010 B 404iDeL THE MAXIMUM M SI L HEIGWT FOR EGRESS IACOMB IS 44'. S PROVVE OBSCURED GLASS AT ALL BATHROOM WI NDOM 6. NEW WPM NA LL BE PLACED AT EXISTING RAJGN OPENINGS. HALL 3/7717 CENTER DOORS N OPEN INS LEGEND BEDROOM i71 /1 /1 I I I I I I I II i T WINDOW _ 4TH RIS BEDROOM 3 /1 /I /I OMER DOORS N MOMS 1 • a SHILL !E 1!i'1,ACIED Ulf T - SECOND FLOOR PLAN WNDOW TYPES EL - SW • SINGLE I&k F - FUCED C -GAIespit C ] DEMO IL AIIM WNW PLYWOOD 111041.0011 • CITY Of TU WI A CEP 1 1 Zi3e3 �-- =•t r,g � s / J I Architecture and Urban Design 204 First Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 / FAX: (206) 822 1768 F 3 , V rF U DiGm6 ISSUE FIRM SET AUGUST 12, 2003 FOR PEWIT ONLY •saoar.r sa u Ka rum APPurAme AD Imam 10 NMI •s► PEOrtANsIMMr MOM MOM TT LF 28R IPIIT FLOOR PLANS SCALE: PLOT D ATE: c FILE: PROD. MGR..: DRAFTIER: .gyp r 10 0 V 120a rdio_ciEsEgaLsg2mo (TYPICAL ALL WITS) ALL WIT INTERIOR FINISHES SHALL BE REMOVED D011W TO EXPOSED WOOD FRAMING. (WOOD FRAMIM S TO REMAMN), NCLLDNG BUT NOT LIMITED TO CEILING AND WALL GIB, CABINETS, MILLWORK WOOD AND FIBER BASE, DOORS AND DOOR HARDWARE. FLOOR FINISHES TO OE RBMovED TO PLYWOOD SUBSTRATE. NOTE SPECIAL CONDITIONS AT WIt KITCHEN AND BATHROOM& REFER TO DEMOLITION MOTES BELOW AND THE BPECFICATION FOR ADDTICxNAt INFORMATION. . REFER TO FINISH SC.HEDtL.E TO INSURE ADEQUATE SL1SSTRATE PREPARATION FOR NEW FNISI4ES. SALVAGE ITEMS: SALVAGE FOR REIMS TO OWNER ALL ITEMS NOTED "SALVAGE". -- ASOE6tO6 CONTAI1P MATERIALS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: MEXIIINED CEILINGS, FLOOR TILES, FLOOR AND BASE MASTIC, GUS TAPE/COMPOUND. REFER TO kAZ -MAT ARTS, U141CH ARE INCLUDED N THE SPECFIC ATiONS. CONTRACTOR TO INSURE DEMOLITION GF THESE MATERIALS FOLLOW Ti•E GUIDELINES OF WASHNGTCN STATE LABOR AND PC)USTRES, PUGET SOLPV CLEAN AIiR AGENCY AND ALL OTHER APPLICABLE FEDERAL., STATE AND LOCAL AGETNCES DEMOLITION NOTES -- REPLACE 5ELEGTED FERPETER POSTS N GRATA .SPACE. OEM SOL IS N CONTACT WiTHI POSTS, POSTS SHALL BE RI31OVEDIREPLACED OR ELEVATED ONTO A CONCRETE PAD. AWE 2,500 BOARD FEET TO BE AFFECTED. SEE STRUCTURAL. -- DEMO FLOOR FINISHES AND PLYWOOD SUB- FLOORING TO EXPOSED FRAMING AT ALL KITCHENS BATH ROCMi8 AND LAINDRY ROOMS. NSPECT EXPOSED FRAMING FOR DRYROT AND REPORT MY STPLIG1 JR4L DAMAGES BEFORE APPLYING NEW FINISHES_ REFER TO WIT PLANS FOR LOCATIONS: - - REPLACE AND REFRAME ALL WINDOIU ROUGH OFe4NG6 C -- REMOVE ALL KITCHEN CABINETS, GOWTERTOP5, ANo BATMOOM VANITES INSULATION -- REMOVE DAMAGED EXISTING INSULATION N EXPOSED CAvITES AND CRAW. SPACES INCLUDING INSULATION WAD AT DUCT WORK POOR 4 WINDOU - - REMMOVE ALL INTERIOR DOOIRSFRA"ES AND INTERIOR CLoeET DOORS/FRAMES. REMOVE DOOR HLARDILARE. - RE 1OvE ALL EXTERIOR ENTRY POO . - - REMOVE ALL EXISTNCs ALAN' NU M WINDOW MO ' ALL ROUGH OPENINGS: -- RETIOVE EXISTING WINDOW 8L ES. FINISHES -- REMOVE ALL GMe AT MALLS AND CELNG& INSPECT AT EXISTING CAVATES FOR STRUCTURAL OR WATER DAMAGE REPORT MY DAMAGE P'twLATB.Y. -- R I10V€ EXISTING VC:T/SHEET AWL 14 LNDERLAYMENT DOMN TO 5(13- FLOOR REMOVE ALL FASTENERS PREPARE NEW TO RECENE NEW MMES. SPECIALTIES -- REMOVE/REPLACE OUTDATED SIG MACE gQUIFt " NT -- ALL Dd51 w G PRIOR TO RENO LNG FROM SUE ALLOW OMMINER OPPORitHTY TO 5r4 _vAtGE ANY APPUANCE THEY WISH TO KEEP! SUCH SALVAGED UNITS MALL BE HALED OFF -SfTE SY K044. MUNNs UNITS TO BE HAULED OFF-WE BY COORACTOR hEC.H'AUIcAL (SEE ALSO MECH. PUk 5JSPECS) _ - REMOVE ALL FLAMM FOCTUFNES AT ALL MTh, NCUDNS KITaei SINKS BiAIH/CC M LAYATORES, WATER GLOIETS, TtBISHHOMEIRS AND SIAM UNITS AND FAUCETS. SEE MECHANICAL NVAC: -- IEPTOYE ALL B.ECTI RICAL BASER A D HEATERS N ALL WT& -- 'IR1310VE ALL EASING ATS N ALL UHT& VENTILATI N: -- ITEMOVE ALL WT RANGE ICO0S. -- IEMOvE ALL I NT BAIH/A1Q1 Ds4ALET FrIE - -1)VE ALL WT DRYER lll5f17T DUCTS f - ALL ELECTRICAL 11111111‘ WOO& CUTLETS, COVER PLATES. SEE ELEC. -- ALL EARNS LAMMAS FOAMS, DOOMBIA me. Euscivecai. 021/ PEPIC11IE ALL ELECTRICAL PAIL& SEE ELM NEW CONSTRUCTION NOTES (TYPICAL ALL WITS) 14OU CARPENTRY' • ANCHOR SILL PLATES TO FOUNDATION WALLS FIFER TO BUILDNNG PLANS FOR PERIMETER DPEINSICNS. SEE STRUCTURAL.. •- REPLACE EXISTING CRAWL SPPACE VENTS TYPICALLY, (2) PER WIT EXTERIOR PERFETER FAKE. SEE DUILDNG PLAN. • WALL SELECTED NEW PERPETER POSTS N CRAMLSPACE. SEE STRUCTURAL. ASSUME 2$e OO6 iEET. -- INSTALL BEAM- TO- COW'EI TES EA04 SIDE AT TOP CF ALL GRAIL SPACE POSTS. SEE STRUCTURAL -- PROVIDE METAL STRAPS OR IOLDDOIINS FOR STRUCTURAL SYSTEM TO RESIST WM AND EARTI QUAKE FORCE& SEE STRUCTURAL -- REMM'E ALL WINDOW OPENI NG& - - ROW** ALL INTERIOR CLOSET DOOR OPENING, SEE ARCHITECTURAL DRAWING FOR iROUGW OPENING SIZES AND SEE 61RJCIVRAL DRAW.* FOR HEADER DETAILS. -- FRAME our ALL KITCHEN PAS6414RC k DNS, FINISHI WIN Gib AND PANT TO MtATO4 ADJACENT WALL AREA& - _ REFRAI"E KITCHEN OPENINGS, MERE INDICATED ONI ARCHITECTURAL DRAWINGS. -- INSTALL NET! 3/4" CDX PLYWOOD 5113- FLOORING AT WIT KITCHENS, AS NEEDED ANN? ALL BATHRROOM'I& - - PROViDE ELOCKMNG FOR ALL NEW TOWEL BARS, MIRRORS, DOOR STOPS, ETC. - - PROVIDE DRAFT STOPS AT ALL PARTY WALLS. SEE DETAL 5 ON SHEET A621 • PROVIDE ATTIC ACCES PANELS FOR ALL WiTS M1 SIZE SHALL BE 22"X30', SEE UNIT PLAN AND DETAIL 4 ON SHEET A621 MILLWORK -- INSTALL NM INTERIOR MILLWORK THROUGHOUT: NCL.VNCr DOOR JAMBS, WIDOW SILLS, WALL BASE, AND OTHER IIISC . TRM'1 PER ARCHITECTURAL INTERIOR ELEVATIONS. -- INSTALL NEW WOOD HANDRAILS AT ALL STAN& (I) PER STAiR CASEILIO C -- INSTALL ALL KITGI484 CABINETS, BATHROOM VANITES AND GOUMERTOPS REFER TO ARCHITU 6L NTEWOR ELEVATION& INSULATION -- REPLACE moms INBULAT1 N AT EXTERIOR PE RS"ETER WALLS, CEILINGS AND AREAS Pt4DE ACCESSIBLE AT REMOVED KRCHE,N•EI+41W SU lOGRS. NNSULATION AT CEILINGS, I ROOF, t1JST MEET CURRB4T ENERGY CODES (R -30). POOR I wINDOII a - - INSTALL NEW EXTERIOR BITR . -- INSTALL NCI MEW* DOORS AND NTEMOR CLOSET DOORS. (REFER TO DOOR 50-EDULE AND SPECIFICATIONS. - - INSTALL NEEI EXTERIOR MENDC . SEE SPECFIC4TION L FEFRAME SRI. AND AROUND MOO PERSIETER AS REQUIRED FOR PROPER INSTALLATIOK FINISHES • INSTALL NEW GM, TEXTURE (ORANGE REV AND PANT. -- WALL NEW CARPET AS PER ARC ITECT RAIN PHSw r - - MALL NEE( vNYL TLE AND SHEET VINYL PER FN614 Saw . EQ I1Ft 4T -- INSTALL Nom, KC 44 SUPPLED APPLANIGES. IFOICI K -- INSTALL NEW VERTMCALr BLINDS AT ALL UHT WINOaOIS AND SWING GLASS DOORS 1HRI7UISCIJT, SEE SPECFICATICRIA PLLM3NCv -- STALL NEE PURISM FIXTURES AT ALL UNTS tCL.tDla KITOEN 5N Z. DATIOXM LAVATO ES, WATER CLOSETS, IUDS, SEE SPEGF TTONS -- REPAIR MD ADAPT OWNS SEWER PPM *C CONNECTIONS TO ICCOMODIKIE NEW F UM& -- PROVIDE A i111 MEOWED FoossumE PIRSIC PAL ASSEMBLY), 111114 A HOT BOX. DOEd111E181 OF 1NE EXWO* DOMENiC WATER PETER MOYLE POWER SARA Fait MOT 00X. - METAL ALL NEW CODER PURISM UNISCONDIRS THIIIOUSCUt -_ PROVIDE CAPS MR Mira* AND WIRILAb Doer VCR WASHEITI -- MALL HOODED DINNER VW SIN ILACK -DAFT DAMPIA s�aw�+�woia P'EC�{ANIG4L ( -- MULL NEN'lC t NEAT aL FILM Wafts AND HEMS -- MAIN 1d PPlaWortveLE iismmagaik — swim -- MAL 1!B MME RWE ST ALL Mk WE E,ECTRICI., • - PRROVDE ALL NEW ELECTRICAL SYSTEM NNCLLDMNG PANELS ANC WIRING. PROVIDE FOURTH MARE FOR LAN DRY ROCK PROVIDE TELEPI4CNE AND CABLE WI RIO TO LIVING ROOM AND ALL BEDRoOF1b -- INSTALL NEW WOES, OUTLETS AND COVER PLATES - - INSTALL. NEW LIGHTING WIRES, SEE SPECIFICATIONS - - INSTALL NEW DOOROELLS. - - PROVIDE GPO MERE REWIRED BY CODE, SEE ELECTRICAL DRAMA. -- PROVIDE WIiRJNG, AS NEEDED, FOR NEW RANGE WOODS, 1:1414/06 DIRECT vENTNG TO OUTSIDE - - INSTALL NEW, 1444D -WIRED SMOKE DETECTORS. SMOKE DETECTORS 8141.1 BE MASHED BY OMNNER AND NSTAU.ED BY CONTRACTOR SEE SPECIFICATIONS. FLOOR PLAN ABBREVIATIONS AA • ATTIC ACCESS PANELS, DI'B4SIANS ARE 22' x 30•, MN. REF • REFRIGERATOR FE • FIRE EXTNGULSFER MIL • ELECTRIC HOT WATER HEATER F• ELECTRIC R RN CE. W • WASHER (NIC) PROVIDE HOOK -UP ONLY D• ORMR 0410) PROVIDE HOOK-UP C-UP ONLY R16 • DOUISLE SHELF I ROD TYPICAL • ALL BEDROCCI CLOSETS. MC • MEDIC E CABINET TB • TOMEL 13.4R PROVIDE BLOCK( MISR • MIRROR TPH • TOILET PAPER HOLDER uND. • UNLESS NOTED OTHERWISE I. L 2. 3. LEGEND DOOR TYPES A B ' AIED colEiuooD�� DOOR NOTES 0 ALL EXTERIOR DOORS AIE U • .19 **OWED FETAL. LEVER MARDI AN TO BE USED • ALL WITS. • ..■■•••• -. -- • ALL MAN ENTRANCE DOORS SHALL BE Pi OV DED IW ONE VIE/PORT l• 5' O'AiF) t A DEADEICLT OR DEAD- LOCKNG LATCH DOLT MV %' Mk TF#ROMI MRMCW PEPEIRAMS THE STRIKER l' Pik 0 D Ha WOO° MAN WOOD TRIM DOOR LEGEND 3068 RCN _TT T TYPE FINISH SCHEDULE BEY: ROOM xxx /x ,. 4 L 1ACT 2. SET VNYL 3. CARPET IW PAD IMera L PANTED I'VF TIRR1 2. NO BASE 3. btQ PANTED PVF STAIR SORT RT 4. 4' RIBBER BASE BALL: L PANTED TEXTIED GIB 2. PANTED TEXTURED WATER- IRE,SISTNNT GIB 1. PANTED TEXtU ED GUS FOR EACH( — I+DIVLxL4L DMELLNG UNIT SHALL COPPLY MN UDC 10 3336, m' IT II 15'-W LMNG 377171 CPI 'VNL. FRAI'E OUT KITCHB4 PAS6-11411421014. CONCRETE PAD DINING I i 1 I UNIT - FIRST FLOOR PLAN • HANDFULS FOR EACH INDiVIDU AL 0tE1LNt"s UNIT SNAIL CCP L.Y MATH UDC 1003336, TYP WINDOw LEGEyp (2) 2640 SL 1411eeR a wcai4J rT (2'49 iucnH --J (4 HEIGHT TYPE WINDOW NOTES L PRROVDE EVERY WOOD LATH VENT PORTS, OPBMLG AREA NOT LESS THAN 4 SQ. NCOE& 2. 1°RO VE DOTE PANED GLASS 14 ALL IENDOMB. ALL tome MVN W CIF DOOM IMAL.L HAVE TEMPERED GLASS. ALSO PiRoVDE TEM°EFED GLASS WIN W OF FLOOR 3. ALL I8E?t7MB AIE VNY1 I SHALL MEET THE FOLLOIENYs I ' ATE A VISIBLE IRANSMISSON GREATER THAN OR EGUIVALE It TO 66%. B. SI4 DING COEFFICIENT LEAS N A V OR EGIAVALE f TO AS OR SOLAR MEAT GAIN COEFFICIENT LESS THAN OR EGWYA1.BIT TO A3 C. MOLTER U -VALIE LESS THAN OR ECIAVALBET TO 33. 4. THE MALLOW EWEN 11/10010 B 404iDeL THE MAXIMUM M SI L HEIGWT FOR EGRESS IACOMB IS 44'. S PROVVE OBSCURED GLASS AT ALL BATHROOM WI NDOM 6. NEW WPM NA LL BE PLACED AT EXISTING RAJGN OPENINGS. HALL 3/7717 CENTER DOORS N OPEN INS LEGEND BEDROOM i71 /1 /1 I I I I I I I II i T WINDOW _ 4TH RIS BEDROOM 3 /1 /I /I OMER DOORS N MOMS 1 • a SHILL !E 1!i'1,ACIED Ulf T - SECOND FLOOR PLAN WNDOW TYPES EL - SW • SINGLE I&k F - FUCED C -GAIespit C ] DEMO IL AIIM WNW PLYWOOD 111041.0011 • CITY Of TU WI A CEP 1 1 Zi3e3 �-- =•t r,g � s I i S V i ti 32' -0" 4 ►.0" iiiiiiiiiiimiiiiimiimmiiiil irami �`i•iiiiii tcr t �A � } g ; 1 32'.V mINE ammo mow i L II-O" S l U I I I U I U I I I I U U 8 L C v z 0 0 90 rn 0 0 z ri 8 -0 C z m c z o � 70 8 C z CO s - 8 4 z sa IC z w • 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 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 i - i i i i■iil•l••iiliiii ( 33' -0' I1 U 1 r1 1I iri- ii_iil•W•MIMEOS L - -J 11 11 • NOM arm 8LDGAC t F FLOOR PLANS PLOT D!?f_ CAD F11E- PROI. YGR: DRAFTER ..IFD 1 ii Iii a w ' - - Tonkin/Hoyne/Lokan I TERRACE RE�'�� 21. I � m 14440 41ST AVENUE SOUTH TUKWILA WASHINGTON KING COUNTY HOUSING AUTHORITY ;-' '' � s. "°"'E Architecture and Urban Design j STATE OF WASHINGTON 204 First Avenue South, Seattle, Washington 98104 I � � PHONE: (206) 624 7880 / FAX: (206) 622 1766 I i S V i ti 32' -0" 4 ►.0" iiiiiiiiiiimiiiiimiimmiiiil irami �`i•iiiiii tcr t �A � } g ; 1 32'.V mINE ammo mow i L II-O" S l U I I I U I U I I I I U U 8 L C v z 0 0 90 rn 0 0 z ri 8 -0 C z m c z o � 70 8 C z CO s - 8 4 z sa IC z w • 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 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 i - i i i i■iil•l••iiliiii ( 33' -0' I1 U 1 r1 1I iri- ii_iil•W•MIMEOS L - -J 11 11 • SENT v0 A62 PTTAILS SCALE: AS NOTED PLOT DATE: CAD FILE: PROD_ MGR.: 1I114/aR DRAFTER: JO ���� �i;I Ir _ 1 11: 9 1 RIVERTON TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY HOUSING AUTHORITY Tonkin /Hoyne /Lokan Architecture and Urban Design 204 First Avenue South, se.oue. Washington 98104 PHONE: (208) 624 7880 / FAX: (206) 822 1766 STATE "� � f • r.1 )4"• )0" ANOVI NOW t , ,, U . 4; i f ,„"; t � t7 ,z. , � cz \,?3 ., • • ELSE` i•e" TO Pk FLOOR •_ 4$" IY ?. gimp tiq 8 1 - g • • • • ■3 • V ps gt � I is g • i • t 4 • i.3 to J - ±v z 1 . 0 r • J.� MIA , , EWA WPWrat wrimie RIVERTON TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY HOUSING AUTHORITY REGISTERED ARCHITECT S"HOYNE STATE Of WASHINGTON :6 tV oze • 43 A ° Fir Tonkin /Hoyne /Lokan Architecture and Urban Design 204 First Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 / FAX: (206) 622 1766 V W/C E BATHROOM LIGHT - TYPICAL NEW 1u4 - TYPICAL RUBBER BASE - TYPICAL - AWE a PANT, TYRCAL. cozioioi FE 1M28 SP 2418 N N r 3.330 C�IIe - PRIME t PANT - TYPICAL tau MERlOR DOOR INLRX2 V4• SIAOD 1 TYPICAL. Me WIRT - PRIME t PANT, TYPICAL 8533 P -L�1 BACKIIIPLAW I COUNTIR TYPICAL BUILDING B -- INTERIORS 1I2 =1'-O BATHROOM LIGHT -r nor-AL 1 T - - -- 2' -4" x 3' -0" MIRROR E 1230 305 3330 TOWEL LIAR PROVIDE OLOCKIM GIIE - PRIME t PANT - TYPICAL - LANE OF NEDICpE CABINET P -LAM BACKSPLAWH 4 COWTERTOP - TYPIC.AL RIMER BASE, TYP. 5P °Oa �c a F- INTERIORS R40 00 0000 a ♦ ♦ w N Gte - PRI* 4 PANT - TYPICAL LSATVI ROcM LIGHT - TYPICAL MIRROR- T-6° X 3'-0" P-LAM BACKSFLASH t CO NTERTOP - TYPICAL 4 1230 3018 1230 I -° B 135530 8512 I MD SOFFIT - PRIME 1 PIIM, TYPICAL 3015 1230 M R4O E3 N F 00 0000 N 1 2418 1 �— xeAace�ae�+ � =INTER. J DE •12 FE 1 4.) t AMER BASE - TYPICAL CAE - PRIME 4 PANT, TYPICAL. RIBBER BASE, nr. 530 245 SP TOUEL- BAR PROVIDE eLOOCIM - TYP NE111 T ll3NO IR WT, TYP. INEiI ILAIERCLO1ET - C N N 1 G C GiWI� - PRIME I PANT - TYP TONEL DAR, PROVIDE eLOCiCNG sAT1#ROOI'1 LIC#TT - TYF'ICAL. LEE OF MIRROR MEDICINE CARNET, TYP, I-4' X 2'-0" RIBBER BASE - TYPICAL MEDICINE CAABNET, TYP. r-4' x TYPICAL NEW ILA T - TYPICAL P -LAM eAC SPLASH I COUNTERTOP, --� TYP. I PEw WATERCLOSET - T ma c& 616 - PIN t PAM - TYPICAL BATHROOM LICIT - TYPICAL LSE OF I"ROIR TO113. BAR PROVIDE BLOOC - TYP P -L. M1 BAOK2PLASH 4 CCINTER?OP - RIBBER sAeE - TYPICAL GIB - PRIM t PANT, TYPICAL NEW raCCO, AS PER PLAN. MH DO T"DF IRK PANTED EATI4011 LIGHT, TYP. LIE OF Fors BAR PROVIDE BLOOMS PEI SUWaoeET TYP. 'TOILET PAPHt I C L ER Mkt & L TYP- - t GI&e - PRIME a PANT, TYPICAL NEW CLOSET DOOR LEAD HEIGHT TO MATCH NIERIOR DOOR- TYPICAL NISI INTERIOR DOOR WIMl"d V4' WOOD TTY, TYPICAL 1/2•41/4 BASE, TYPICAL Lau P -LAM TURISICIER WIT TOUEL BAR PROVIDE FLOCKNS C�ILe - PR1"'E t PANT - TYPICAL DATHNR CM LIGHT - TYPIa& LIE OF P'EDICPE CABINET MIRROR- 3'-O' X 3'-0" P -LAM eACKSPLASH t COUNTERTOP - TYPICAI. FIBBER BASE, TYP. D Gle - PRItE t PANT, TYPICAL LEI CLOSET DOM,,1 EAD HEIGNT TO MATCH INTERIOR DOOR TYPICAL V2')2 V4• WOOD BARE, TYPICAL 1 1 it 4436 NOM CCNTRACTOR SMALL FIELD VERIFY ALL DIMENSIONS CABINET LEGEND cep cue saw eo: eOSE COMET r aPNet eak RILL BASE CABINET (ND cR,NeV OM epee cIeNEr r MK ewe •Ilt WALL wSS CABINET (UPPER) IP: SPACE Wit VANITY ND DEAD contrite ILL �NDt1E PCITATIONS SCAN OM AE aEvA7 s M A ARE TYPICAL R ILL ELEIRAllaili M 'FIST OMNI *t_ NOTED O'eERMIIE RT-E -8 c r n .0 inner I / a/ / Architecture and Urban Design 204 First Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 / FAX: (206) 822 1786 = 2 vs Ce NTH DUS] ....... BRAII iG ISSUE I FERMI SET AUGAJST 12, 2003 FOR PEST MT yr taoarer SO a•*t wraur KIR NNW AMMO= AND BMW 112 NW .a waowr t■CIr IMMI PP... MOO KA mu INTERICR ELEVATIONS SCALE: V2' = r-,0. PLOT DATE: CAD FILE: PROJ. VGR.: DRIFTER` ID SIM Me AEAD.1 V W/C E BATHROOM LIGHT - TYPICAL NEW 1u4 - TYPICAL RUBBER BASE - TYPICAL - AWE a PANT, TYRCAL. cozioioi FE 1M28 SP 2418 N N r 3.330 C�IIe - PRIME t PANT - TYPICAL tau MERlOR DOOR INLRX2 V4• SIAOD 1 TYPICAL. Me WIRT - PRIME t PANT, TYPICAL 8533 P -L�1 BACKIIIPLAW I COUNTIR TYPICAL BUILDING B -- INTERIORS 1I2 =1'-O BATHROOM LIGHT -r nor-AL 1 T - - -- 2' -4" x 3' -0" MIRROR E 1230 305 3330 TOWEL LIAR PROVIDE OLOCKIM GIIE - PRIME t PANT - TYPICAL - LANE OF NEDICpE CABINET P -LAM BACKSPLAWH 4 COWTERTOP - TYPIC.AL RIMER BASE, TYP. 5P °Oa �c a F- INTERIORS R40 00 0000 a ♦ ♦ w N Gte - PRI* 4 PANT - TYPICAL LSATVI ROcM LIGHT - TYPICAL MIRROR- T-6° X 3'-0" P-LAM BACKSFLASH t CO NTERTOP - TYPICAL 4 1230 3018 1230 I -° B 135530 8512 I MD SOFFIT - PRIME 1 PIIM, TYPICAL 3015 1230 M R4O E3 N F 00 0000 N 1 2418 1 �— xeAace�ae�+ � =INTER. J DE •12 FE 1 4.) t AMER BASE - TYPICAL CAE - PRIME 4 PANT, TYPICAL. RIBBER BASE, nr. 530 245 SP TOUEL- BAR PROVIDE eLOOCIM - TYP NE111 T ll3NO IR WT, TYP. INEiI ILAIERCLO1ET - C N N 1 G C GiWI� - PRIME I PANT - TYP TONEL DAR, PROVIDE eLOCiCNG sAT1#ROOI'1 LIC#TT - TYF'ICAL. LEE OF MIRROR MEDICINE CARNET, TYP, I-4' X 2'-0" RIBBER BASE - TYPICAL MEDICINE CAABNET, TYP. r-4' x TYPICAL NEW ILA T - TYPICAL P -LAM eAC SPLASH I COUNTERTOP, --� TYP. I PEw WATERCLOSET - T ma c& 616 - PIN t PAM - TYPICAL BATHROOM LICIT - TYPICAL LSE OF I"ROIR TO113. BAR PROVIDE BLOOC - TYP P -L. M1 BAOK2PLASH 4 CCINTER?OP - RIBBER sAeE - TYPICAL GIB - PRIM t PANT, TYPICAL NEW raCCO, AS PER PLAN. MH DO T"DF IRK PANTED EATI4011 LIGHT, TYP. LIE OF Fors BAR PROVIDE BLOOMS PEI SUWaoeET TYP. 'TOILET PAPHt I C L ER Mkt & L TYP- - t GI&e - PRIME a PANT, TYPICAL NEW CLOSET DOOR LEAD HEIGHT TO MATCH NIERIOR DOOR- TYPICAL NISI INTERIOR DOOR WIMl"d V4' WOOD TTY, TYPICAL 1/2•41/4 BASE, TYPICAL Lau P -LAM TURISICIER WIT TOUEL BAR PROVIDE FLOCKNS C�ILe - PR1"'E t PANT - TYPICAL DATHNR CM LIGHT - TYPIa& LIE OF P'EDICPE CABINET MIRROR- 3'-O' X 3'-0" P -LAM eACKSPLASH t COUNTERTOP - TYPICAI. FIBBER BASE, TYP. D Gle - PRItE t PANT, TYPICAL LEI CLOSET DOM,,1 EAD HEIGNT TO MATCH INTERIOR DOOR TYPICAL V2')2 V4• WOOD BARE, TYPICAL 1 1 it 4436 NOM CCNTRACTOR SMALL FIELD VERIFY ALL DIMENSIONS CABINET LEGEND cep cue saw eo: eOSE COMET r aPNet eak RILL BASE CABINET (ND cR,NeV OM epee cIeNEr r MK ewe •Ilt WALL wSS CABINET (UPPER) IP: SPACE Wit VANITY ND DEAD contrite ILL �NDt1E PCITATIONS SCAN OM AE aEvA7 s M A ARE TYPICAL R ILL ELEIRAllaili M 'FIST OMNI *t_ NOTED O'eERMIIE RT-E -8 c r n .0 inner GAB SOFFIT - PRIM t PAINT, 'TYPICAL BUILDING E -- INTERIORS ,12 =1'-O Gib - PRIME t PANT - TYPICAL BATHROOM LKIW'T - TYPICAL I'-4' x 3'-4 ' MIRROR TYP. TOWEI. BAR •4'-0• AFF., PROVIDE BLOCKING, TAP_ P - LAM BACKSPLASH I COUNTERTOP - TYPK,AL NEW W ATERC OSET - TYPIGAL RIMER BASE - TYPICAL A E A 3018 1530 3630 -- BATH XM /WI -TYPICAL '812 8536 8536 E 4830 P -LAM BACKSPLASH t CONTERTOP - TYPICAL VN28 NEW TUISASHONER WIT, TYP. TOLL SAR PROVIDE BLOCKING GM • PRIME I PANT - TYPIGAL FLNE OF MEDICINE CABINET 4'•1' X 3' •ffP" MIRROR. TYPICAL RUBBER We, TIP. 8636 4830 •o 01 GIS - PRIM t PANT', TYPICAL P-L 11 BACKSPLASI t GIANR3It TYPICAL F GIB SOW - PRI E t PANT, TYPICAL J i r r-° 1 FE 1230 3015 1130 FE' RANGE HOOD 00 0000 1230 I f r 00 0000 B - PRIME 4 PANT • TYPICAL BATHROOM LIGHT, TYP. P"EDICNE GANNET, TYP. 1' -4' X 2' TOWEL BAR •4' -D'' AFF, PROVIDE l�LOCIGNG, Ti. P P -LAM DA K PLASH i COWTERTOP - TYPIC.AL NEW INTERIOR DOOR 111/DO TIM TRIM, TYPICAL IOU tibtIERCLOSET,TYPICAL 5P 85633 123. - 8812 3122 -- _>_ 4 INDERCALIDET -J USW tJ Dell E1563.1) D812 FE 4 1 t AR GW�3 - PRIME t PANT, TYPICAL NEW NTERIOR DOOR 1W2 )Q 114' WOO TRH, TYPICAL. NEIU CLOSET DOOR, LEAD LEICL1T TO MATCH INTERIOR DOOR- TYPICAL vl•)a V4' WOOD ems, TYPICAL • G GAO - PRIM I PANT • TYPICAL BATHROOM M LIGHT - TYPICAL NEW P -LAM SHOIIER t &MOUND W/ClTAN ROD 2'-4• X 3'-0" MIRROR, TYPICAL P -LAM BACKSPLASW I COUNTERTOP TYPICAL. NEW ILLATERCLOSET, TYP. Name ooze, TYP_ BMA I G G GAS • PRIME 4 PANT, TYPICAL. NEW CLOSET DOOR LEAD LEIGHT TO MATCH 11TER'IOR DOOR- TYPICAL V4' VOID BASE, TYPICAL G BATI.ROO 1 LIG -TYPICAL NEW M7NCLCIET, TIT. ctr MEER eta TM 'i NEI P - I.AP1 SHAER t WMCURTA 4 POD GAB - PIRI'E t PANT - TYPICAL 7-4• x 3 PW1v1CR, TYPCAL TOC3. Mk PROVIDE a.CI i B528 p-LAT1 BAOMPLASH t CabeBOCIP - TYPICAL 43 -27' NOT = CONTRACTOR SNALL FIELD VERIFY ALL DIMENSIONS CABINET LEGEND DB: DRAWER BANC ISD: BASE CABINET W/ ORMER 156: FULL SASE CAD ET (NO BRAYER) auk EASE CABINET WI SINK PANEL . WALL LONG CABINET (WPM FE: WISED ENb PANEL SP: SPACE VN: VANITY NO DEAD CODERS ULL. ACCEPTED. NOTE: NOTATIONS SHOW ON ONE ELEVATION N A SERE8 ARE TYPICAL. FOR ALL ELEVATION6 N THAT SERIES II .ES6 NOTED OTLERIUME. cm of 11 10 priktYlitp 5E? 2 ^C3 I D GM • PRIME I PANT - TYPICAL SHOWER CURTAN ROD, TYP. BATHROOM LIGHT, TYP. LINE OF MIRROR TOWEL BAR •4'-D' AFF„ PROVCE BLOCKING, TYP. P -LAM Br4CKSFLABH t =INTERIM - TYPICAL RIMER BASE - TYPICAL le RT-E-E SEA "0, tj1 -. - • I Architecture and Urban Design 204 First Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 / FAX: (208) 622 1766 Ai W W rT �, - 1 SOUTI ['Y HOU DRAWING ISS1.T FORM SET AUCAST Q, 2003 Fait PEST us ociammr now sow FRIFEEED out AID ICIDICaris wr aolooppor MOM Al TITLE INTERIOR ELEVATIONS SCALE: IR' = T-0" PLOT DATE: CAD FILE: PROD. WGR_: DRAFTER: JD VO A80 2 GAB SOFFIT - PRIM t PAINT, 'TYPICAL BUILDING E -- INTERIORS ,12 =1'-O Gib - PRIME t PANT - TYPICAL BATHROOM LKIW'T - TYPICAL I'-4' x 3'-4 ' MIRROR TYP. TOWEI. BAR •4'-0• AFF., PROVIDE BLOCKING, TAP_ P - LAM BACKSPLASH I COUNTERTOP - TYPK,AL NEW W ATERC OSET - TYPIGAL RIMER BASE - TYPICAL A E A 3018 1530 3630 -- BATH XM /WI -TYPICAL '812 8536 8536 E 4830 P -LAM BACKSPLASH t CONTERTOP - TYPICAL VN28 NEW TUISASHONER WIT, TYP. TOLL SAR PROVIDE BLOCKING GM • PRIME I PANT - TYPIGAL FLNE OF MEDICINE CABINET 4'•1' X 3' •ffP" MIRROR. TYPICAL RUBBER We, TIP. 8636 4830 •o 01 GIS - PRIM t PANT', TYPICAL P-L 11 BACKSPLASI t GIANR3It TYPICAL F GIB SOW - PRI E t PANT, TYPICAL J i r r-° 1 FE 1230 3015 1130 FE' RANGE HOOD 00 0000 1230 I f r 00 0000 B - PRIME 4 PANT • TYPICAL BATHROOM LIGHT, TYP. P"EDICNE GANNET, TYP. 1' -4' X 2' TOWEL BAR •4' -D'' AFF, PROVIDE l�LOCIGNG, Ti. P P -LAM DA K PLASH i COWTERTOP - TYPIC.AL NEW INTERIOR DOOR 111/DO TIM TRIM, TYPICAL IOU tibtIERCLOSET,TYPICAL 5P 85633 123. - 8812 3122 -- _>_ 4 INDERCALIDET -J USW tJ Dell E1563.1) D812 FE 4 1 t AR GW�3 - PRIME t PANT, TYPICAL NEW NTERIOR DOOR 1W2 )Q 114' WOO TRH, TYPICAL. NEIU CLOSET DOOR, LEAD LEICL1T TO MATCH INTERIOR DOOR- TYPICAL vl•)a V4' WOOD ems, TYPICAL • G GAO - PRIM I PANT • TYPICAL BATHROOM M LIGHT - TYPICAL NEW P -LAM SHOIIER t &MOUND W/ClTAN ROD 2'-4• X 3'-0" MIRROR, TYPICAL P -LAM BACKSPLASW I COUNTERTOP TYPICAL. NEW ILLATERCLOSET, TYP. Name ooze, TYP_ BMA I G G GAS • PRIME 4 PANT, TYPICAL. NEW CLOSET DOOR LEAD LEIGHT TO MATCH 11TER'IOR DOOR- TYPICAL V4' VOID BASE, TYPICAL G BATI.ROO 1 LIG -TYPICAL NEW M7NCLCIET, TIT. ctr MEER eta TM 'i NEI P - I.AP1 SHAER t WMCURTA 4 POD GAB - PIRI'E t PANT - TYPICAL 7-4• x 3 PW1v1CR, TYPCAL TOC3. Mk PROVIDE a.CI i B528 p-LAT1 BAOMPLASH t CabeBOCIP - TYPICAL 43 -27' NOT = CONTRACTOR SNALL FIELD VERIFY ALL DIMENSIONS CABINET LEGEND DB: DRAWER BANC ISD: BASE CABINET W/ ORMER 156: FULL SASE CAD ET (NO BRAYER) auk EASE CABINET WI SINK PANEL . WALL LONG CABINET (WPM FE: WISED ENb PANEL SP: SPACE VN: VANITY NO DEAD CODERS ULL. ACCEPTED. NOTE: NOTATIONS SHOW ON ONE ELEVATION N A SERE8 ARE TYPICAL. FOR ALL ELEVATION6 N THAT SERIES II .ES6 NOTED OTLERIUME. cm of 11 10 priktYlitp 5E? 2 ^C3 I D GM • PRIME I PANT - TYPICAL SHOWER CURTAN ROD, TYP. BATHROOM LIGHT, TYP. LINE OF MIRROR TOWEL BAR •4'-D' AFF„ PROVCE BLOCKING, TYP. P -LAM Br4CKSFLABH t =INTERIM - TYPICAL RIMER BASE - TYPICAL le RT-E-E SEA "0, tj1 -. - • I • 4 a ■ ■••• 7. New manor ,loar.a *1it01habl• IOW i 1lal.i11•11 a•NO•ilsl/1ars Y! WNW ainolo INNINaAa•i saawa7► /an. amiabXima► S 41••• r •••••••••••••••••••• • • mow. .••••■••• • • • • • :r.• 1 6 , 1 4=0' • • 1 •••••. • • ■• ...• hp. ..._ *L•a .•ir• •r .•W••W•.r•• •... Mr. .VIM .• •• . way •.. .. .. •••••• ... . .rW ... ..... •••• N . _ .f.• • •••••• . .........w.• w •..••r • w • • • • 16 L-0 s • a AIM • 4: 1 � j s rri s s • c ° Tpi '4 6 6 Dm%�mu =3 `V 111 SET AUGUST Q, 2003 RIVERTON TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY HOUSING AUTHORITY Tonkin /Hoyne /Lokan Architecture and Urban Design 204 First Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 / FAX: (208) 622 1766 IC nnr 5TING DGA,C 4 I1DATI4 E: r DATE: FILE: I. MGR.: TER .FD REGISTERED - CHfTECT • -- S. "°'� STATE a WASHINGTON 1.0 • 4 a ■ ■••• 7. New manor ,loar.a *1it01habl• IOW i 1lal.i11•11 a•NO•ilsl/1ars Y! WNW ainolo INNINaAa•i saawa7► /an. amiabXima► S 41••• r •••••••••••••••••••• • • mow. .••••■••• • • • • • :r.• 1 6 , 1 4=0' • • 1 •••••. • • ■• ...• hp. ..._ *L•a .•ir• •r .•W••W•.r•• •... Mr. .VIM .• •• . way •.. .. .. •••••• ... . .rW ... ..... •••• N . _ .f.• • •••••• . .........w.• w •..••r • w • • • • 16 L-0 s • a AIM • 4: 1 � j s rri s s • c ° Tpi '4 6 6 • 2. DESIGN LOADING CRITERIA DESIGN c I1'ERIA t ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CGFOf 1 TO NE DRAWINGS, SPECIFICATIONS, AND TIME UNIFORM BUILDING CODE (1991 EDITION). 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 PSF STAIR AND CORRIDOR LIVE LOAD 100 PSI` WIND 80 MPH, EXPOSURE "B" EARTHQUAKE ZONE 3, R : 55 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WIN ARCHITECTURAL AND ALL OTHER DISCIPLINES' DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. DISCREPANCIES: THE CONTRACTOR SHALL INFORM NE ENGINEER IN WRITING, DURING THE BIDDING PERIOD, OF ANY DISCREPANCIES OR OMISSIONS NOTED ON TI$ DRAWINGS OR IN THE SPECIFICATIONS OR OF ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODES, RULES AND REGULATIONS. UPON RECEIPT OF SUCH INFORMATION, NE ENGII+E:ER WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND W RK 514ALL BE PERFORMED N A MANNER AS DIRECTED BY TIE ENGINEER: 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY UJORK. ALL DIMENSIONS 01` EXISTING CONSTRUCTION SHOUW ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE FIELD VERIFIED BY THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTOR 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRICTURE AND STRUCTURAL COMPONENTS lNtIL ALL FINAL CONNECTIONS DAVE BEEN COMPLETED IN ACCORDANCE WITH TIE PLANS. ERECTION PLANS AND DETAILS OF SNORING SYSTEMS SHALL BE PROVIDED BY TI-E CONTRACTOR DESIGN CALCULATIONS AND DRAWINGS ARE TO BE STAMPED BY A LICENSED STRUCTURAL ENGINEER N TIE STATE OF WASHINGTON. TWO SETS OF CALCULATIONS AND DRAWWaS ARE TO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. NI5 CURSORY REvIEW WILL CHECK UJ -ETI.ER NE CONTRACTORS ENGINEER HA5 COMPLETED THE LOAD PAN TRANSFER(% ALL THE BUILDING'S DEAD LOADS AND CONSTRUCTION LIVE LOADS DOUN TO NATIVE SOILS. THE SHORING SHALL NOT BE SUPPORTING ON TI-E EXISTING STRUCTURE. CHANGES IN FIELD CONDITIONS DURING CONSTRUCTION WILL REWIRE RE- EVALUATION BY TI•E CONTRACTOR'S SHORING E■IGINEER 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND TIC METHODS, TECMIIQUES, SEQUENCES OR PROCEDURES REWIRED TO PERFORM THE WORK. 1. CONTRACTOR INITIATED CHANGES 5NALL BE SUBMITTED IN URITI% TO TI-E ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES 51`k71Lt1 ONLY ON SHOP DR411INCSS WILL NOT SATISFY THIS REQUIREMENT. 8 DRAWN65 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. 11,11-ERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOUJI, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED ACT TO REVIEW AND APPROVAL BY THE ARCHITECT AND NE STRUCTURAL ENGINEER e. INSPECTION: CONCRETE CONSTRUCTION, DRILLED AND EPDXIED BOLTS, RODS AND AVCI-IOR5, SHALL BE SUPERVISED IN ACCORDANCE WIN SECTION 108 AND SECTION 1101 OF NE 1,14 FORM BUILDING CODE AND NE PROJECT SPECIFICATIONS BY A WALFIED TESTING AGENCY DESIGNATED BY NE ARCHITECT. NE ARCHITECT AND STRUCTURAL ENGINEER MALL BE FINISHED WITH COPIES CF ALL INSPECTION REPORTS AND TEST RESULTS. FEIVVATICN 10. DEMOLITION: CONTRACTOR SHALL vERFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DE-]MOLITIO L SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRICTION AS REWIRED AND IN A Mot* ER SUITABLE TO NE WOW SEaENCES. EXISTING REIW-ORCMG SHALL BE SAVED UI -ERE AND AS NOTED ON THE PLANS. SAW CUTTINGS, IF AND WERE USED, 5144LL NOT CUT EXISTING REIFFORCNG THAT IS TO BE SAVED. DEMOLITION DEBRIS 514A LL NOT BE ALLOUED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRICTION LOADING (MCLUDMG DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. A4 ALL NEW OPENINGS TIROUG#I EXISTING WALLS, SLABS AND BEAMS SI4AALL BE ACCOMPLISHED BY SAW CUrnNG 111-E ZEVER POSSIBLE. B. CONTRACTOR SHALL vERFY ALL EXISTING CONDMCN5 AND LOCATION OF MEMBERS PRIOR TO CUTTMCs ANY O E NINGS C. SMALL ROIAD OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, F POSSIBLE It ALL EXTERIOR MASONRY AND CONCRETE WALLS SHALL BE INSPECTED AND REPAIRED AS FOLLOWS: FOR MASONRY, SCRAPE ALL LOOSE AND UEA1GENED MORTAR OUT TO FULL. DEPTH OF THE DETERIORATION. REMOTE 411L REPLACE ANY LOOSE MASONRY LNITS. FOR CONCRETE, SEE STRUCUTI+RAL DETAILS FOR EPDXY- GRXTINCs CRACKS. NE CONTRACTOR SHALL NOTIFY NE STRUCTURAL SWAN ER AS TO NE Fft'4S. 12_ CONTRACTOR SHALL CI-ECK FOR ROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS 5140U/N6 WATER STAINS, AND ALL WOOD MB"BEIRS M BASEMENT AND CRAW- SPACES ALL RIOT SHALL BE REMOVED AK) DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY TI STRUCTURAL ENGINEER OR ARCHITECT_ B. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE W 4 LBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF rc : 2,500 P51 AND MIX SHALL CONTAIN NOT LESS TI1AN 5 1/2 SACK5 OF cEIENT PER QBC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLIJ'P OF 5" OR LESS. TIME MPIP UM AMOUNTS OF CEMENT AND MAXIMUM AIMOINTS OF WATER MAY BE CI{4NGSED F A CITE FE5FOWIANDE MIX IS SUBMITTED TO TILE STRUCTURAL AND TI.E BUILDING DEPARTMENT FOR APPRCT/AL TWO SEEKS PRIOR TO PLAC.W ANY CONCRETE TIE CONCRETE PERFOIa TANGS rnx SHALL INCLUDE TIC AMOU+ITS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS HELL AS 11-E YWTER CEMENT RATIO, SUMP, CONCRETE YIELD AICD 5UB6TANTIATNG STRENGTH DATA IN ACCORDANCE usrw LOC SECTION 19053_ REVIEW OF Mix SUEMITTALS BY TINE ENKSPEER OF RECORD INDICATES ONLY T.44T NFOFN'tATION PRESENTED CO FOR!"B GEl+ERALLY IUTH CONTRACT DOC/rEKTS. CONTRACTOR OR SUFPLER MAI4TANS FILL RESPONSIBILITY FOR SPECFIED PERFORMAXE ALL CONCRETE WIN SURFACES ExPO ED TO STANDING WATER SuALL HE AR-ENTRAINED WTN AN AIR-ENTRAINING AGENT COW-041146 TO ASTA1 C2b0-94, 0494 -92, Cb113-94a, :989 -93 AM CI01-92. TOTAL AR CONTENT %ALL BE P4 ACCORDANCE WITH TABLE 19-A -1 OF NE UNIFORM BUILDING CODE_ 14. STEEL ARE SHALL CONFORM TO A51T Est E+AOXT I AD1.E51VE rieIS SPECIFIED Oh TAE DRAILING5 514,4 4. BE SIBEDED YI14 4T 14Y -80 4D4.E51vE SYSTEMS 45 MAKFACTURED BY ! ,.T1, NC:. OR AN APPROVED ALTERNATE NAT 4A5 1030 TEST DATA FOR *MEIR 5PECFIG PRODICT .*C AFPLICATIM INSTAL N 5TRICT ACCORDANCE TINT ;CBD. REPORT'S FOR BPEGFIC EPDXY IRE56 NOTED aneWEE ON TZE STRLICILIRAL ORAL►_ HOLE SCE 514&LL BE 143" LARGER TI4AN B OR BCC' 5IE NOS : NO G IS TO TAKE PLC LINN 24" OF «ice EPDXT OR •41>Esivs_ MASONCiir 16. C 7c 1E MASONRY SHALL BE CO45 CT GRADE k : HT'S. CONFORMS TO A.5111 C30. LAD h , RINNO6 BOND. ''MORTAR 5■+4.1. BE TYcE 5 PER TABLE 21-A OF 1 CUNT COFCJR 1 ?0 uBC REQUIREMNTS All) ATTAIN A MIMI COMPRESSIVE STREPG1 a: 2;000 Ps Al" 28 DA 5. Mo. re : 61010 PSI. F 9` ! 'E5T1P6 6 REWIRED h CE *Oro.' 5EC?10Mi 11053_ ALL cL.:.5 CO:41406 REPFCRCErfair OR EMEDDED MIS IC ALL CEL+..S BEM GRADE WT4+ GRIXT. C•DNC:RETE e GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plane) ROOD 11. FRAMING LUMBER SHALL BE KILN DRIED, AND GRADED AND MARKED IN CONFORMANCE WITH W.CLB. STANDARD GRADING RULES FOR VEST COAST LUMBER NO 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS, UNLESS ° ERW15E NOTED ON THE PLANS: JOISTS: (2 X MEMBERS) DOUG FIR • 2 MINIMUM BASIC DESIGN STRESS, Fb = 900 PSI (3 X AND 4 X MEMBERS) DOUG FIR • I MINIMA BASIC DESIGN STRESS, Fb : 1000 P51 BEAMS AND STRINGERS: (INCLUDING 6 x 10 AND LARGER h'IfT'BERS) DOUG FIR • 2 MINIMUM BASIC DESIGN STRESS, Fb = 815 PSI POSTS AND TIMBERS: (6 X 6 AND LARGER) STUDS, PLATES t MISCELLANEOUS LIGHT FRAMING: BOLTED FRAMING: STUDS, LEDGERS, AND PLATES DOUG FIR • I MINIMUM BASIC DESIGN STRESS, Po = 1200 PSI DOUG FIR STANDARD GRADE MINIMUM BASIC DESIGN STRESS, Fb : 515 P51 DOUG= FIR •2 MINIMUM BASIC DESIGN STRESS, Fb : 500 P51 18. PLYWOOD SHEATHING SHALL BE GRADE C D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WIN UBC STANDARD 23 -2. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING RECIIREMENTS. I9. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE55URE?TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT - IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 20. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SMALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN TI$IR CATALOG NO.C- 2003. EQUIVALENT DEVICES BY OTHER MANLFACTURERS MAY BE SUBSTITUTED, PROVIDED 11-EY HAVE IC80 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER CONVECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NE MAN,FAC'IURER'S RECCIMENDATIONS. WI-ERE CONNECTOR STRAPS CONECT TWO MEMBERS, PLACE ONE -HALF OF NE NAILS OR BOLTS N EACH DER ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM 4301. PROVIDE WASHERS UNDER NE HEADS AND NITS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTIERWISE, ALL NAILS SHALL BE Ca ICN. ALL SWIMS SHALL BE SEASONED AND DRIED AND TIE SAME GRADE (MINIM( M) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WIN 'U" SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "I-1U" SERIES JOIST HANGERS. ALL TRIPLE -JOIST BEAMS SHALL BE COMECTED TO FLUSH BEAMS WIN "i1J' SERIES JOIST HANGERS. 21. WOOD FRAMING NOTES -- NE FOLLOWING APPLY UNLESS OTHERWISE 51•IO1iN ON NE PLANS: A ALL WOOD FRAMING DETAILS NOT SHOJI OTT- ERWISE SHALL BE CONSTRUCTED TO NE MINIMUM STANDARDS OF NE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23- II -B -I OF NE UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. COORDINATE NE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE (LASERS UNDER NE DADS AND NUTS OF ALL BOLTS AND LAOS SCREWS BEARING ON WOOD. B. FLOOR AND ROOF FRAMNCx PROVIDE DOUBLE JOISTS AROUND ALL OPENINGS IN FLOOR OR ROOFS LNLESS OTHERWISE NOTED. PROVIDE BRIDGING • 8' OC. AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE NE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWfl4 5. TOENAIL JOISTS TO BEARING SUPPORTS WITH TWO 16d NAILS. ATTACH TIMER JOISTS TO FLUSH FADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETIER WITH I6d • 12" OC. STAGGERED. tNLESS OTHERWISE NOTED ON NE PLANS, PLYWOOD ROOF AND FLOOR SHEATHNG SHALL BE LAID UP WITH GRAN PERPENDICULAR TO SUPPORTS AND NAILED WITH 10d NAILS • 4" OC. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS 51-1OIIN ON PLANS AND • 12" OC. AT FLOORS TO INTERMEDIATE SUPPORTS. ALL FLOOR 51-EATHNG EDGES SW AU_ HAVE APPROVED TONGUE ?ANID GROOVE JOINTS AT LNISLOCKED EDGES OR SHALL BE SUPPORTED WIN SOLID BLOCKJ•Cx. TOENAIL BLOCKING TO PLATE WITH 16d • 12" O.C. OR (3) 16d EACH END AT SUPPORTS UNLESS On-1M SE NOTED. ABBREVIATION AB AN BOLT JST JOIST ADD'L ADDITIONAL Ld DEVELOPMENT LENGTH ADJ ADJACENT LG LONG ALT ALTERNATE Ls SPLICE LENGTH ARCH'L ARCHITECTURAL LSH LONG SLOTTED HOLE ATR ALL THREAD ROD LSL LAMINATED STRAND LUMBER BLDG BUILDING LVL LAMINATED VENEER LUMBER BLKG BLOCKING MATL MATERIAL BM BEAM MAX MAXI MU M BOF BOTTOM OF FOOTING MB MACHINE BOLT BOT of B BOTTOM MECH MECHANICAL BR BRACE MIN MINIMUM BTWN BETWEEN MISC. MISCELLANEOUS C CAMBER MTL METAL GIP CAST IN PLAGE NTS NOT TO SCALE CJP COMPLETE JOINT PENETRATION 4 DIAMETER CL CENTERUNE oc ON CENTER GMU CONCRETE MASONRY UNIT OD OUTSIDE DIAMETER COL COLUMN OH OPPOSITE HAND GONG CONCRETE OPNG OPENING CONN CONNECTION OPP OPPOSITE CONT CONTINUOUS OSB ORIENTED STRAND LUMBER CTRD CENTERED OVS OVERSIZED ROUND HOLES CTSK COUNTERSINK P. T. POST TENSIONED DB DOUBLER PLATE 1PERM PERIMETER DBA DEFORMED BAR ANCHOR PERP PERPEN DIG JLAR DET DETAIL PL PLATE DF DOUG FIR PLYWD PLYWOOD DIAG DIAGONAL PSL PARALLEL STRAND LUMBER (PARALAr- DWG DRAWING PT PRESSURE TREATED DWL DOWEL REINF REINFCRC STEEL EA EACH REQT7 REQUIRED EF EACH FACE SC SUP :RmTICAL EL ELEVATION SIM SIMILAR EMBED EMBEDMENT SS SELECT STRUG`URAL EP GR 'ENGINEER SSL SHORT SLOTTED HO FS CS" I T ES EACH SDE STD STANDARD JLNU EW EACI- WAY STIFF S IFFENER EX EXIS-'TNG STL S-FFI E E P f 1 21C3 EXP EXPANS'ON STxRUCT S'RtiCTIiRA._ ik.: i t ! - EECT EX"ERIQR SUPT SUPPORT PB FLAT BAR SW SHEAR WALL r- �4r�i F DN FOUNDATION TOP RF N FIT`IS • - t a TON a U ' E AND GROOVE FL R FLOOR — HR D THREADED IFTG FOO + HRU T'H ROuGp --1 GA GAGE `[?C TOP GP GONGR'E'""E GE . GENERA ' - OF TOP CF FOOTING GL GLUE LAP'INA ED TOW' TOP OF WALL &R GRADE GYP TYPICAL GWB GYIPS&J W'AL.L BOARD UON 11M..ESS OTHERWISE NOTED HO HOLDCWN VERT o V VERTICAL IHOQIZ or -4 HORIZONTAL VF-V VERFs. S HOLLOW STEEL SECTION WI wrr,. Kr FNEI HT WD WOOD I"3 MNIS:E DkAMETER WTS WELDED D STUDS ILG IRA L GROSS WWr' wEwev WIRE PIESti NV' INTERIOR r Cri = c0 O be a . = c) 0. .bL cG tiS U Q . d: 0 eTJ �d •-fi. cr, 5. a '- 1 b 0 co 0 co *-„,„, co cn N U 0m • '■■l ca .. 0.� �. • 0 f) 4 4 i z E IMI.4 4;;t4 � 1Z■ EXPIRES 3/15/2004 FOR R'" r ae =rec. .., am agemIllE =OR "Orr '_ G , oI .c b srs.w. ' : EV/E3 ac "mss er soarrrer Jame O E-4 ;?._; -etis -4e4 1;24 C:4 x w w E" E L 4 x 0 E"'" pi Prl 1 H CID 0 MAVV ,. rvr •• I .? ci rib RAM mu GE \E fin!— N r✓ ..v SCALE: PLOT DATE: 47_ CAD FILE: - PROJ- MGR.: "NC NAME ••-•- MOT N. +a ca • 11 12 13 11 PD 18 SE 0/53,0 FOR ADDL NOTES 4Ib 6 (2) 10 GA. GALv. WIRES APPLY ENDING AGENT TO EXPOSED CONCRETE EXIST. d INTERIOR illy GRADE II U I 10 GA. GALV. WIRES EMBEDED 3" N EPDXY. SPACE • l'-0"oc AT t OF WALL II DRY PACK SOLID ui NON-51-1RW GROUT 7 vENT / 7 PER ARCI41 APPLY SCIONS AGENT TO EXPOSED CCNC. MICR 94T REPAIR (t = < 3") DRY PAO: SOLID vil NCN-SilaK GROUT SCION c.c? er,R NOTE. WALL ABOVE NOT 5140EN FOR CLARITY SILL 1E OF WALL ABOVE ANCI-IOR PER 5/540 il b" NEW VENT IYP.1 PER ARCI-1'L 14 II 11 fi tIAJOR VENT liEPAIR :> 3") 1 1. Erl'Oxv• IN,ECTE"; GRCV 5EE 5:55t DR' g 50.: Not-s4a4: GRCV E4e5 CONOCE EX. EXTERIOR 5L.4E3 — EXTERIOR REPAIR AT EXIST DOORWAY (LOCATE PER ARC-4'L) liamsm4 III-3. a RETAIN SOIL AS NECESSARY PER AROI4'L SECTIal HILL CRACK FOR ALL WIDTW 4' PER ARCI-1'L I I I • C. INTERIOR 1 0 )e-DNIT2 F45TENER5 I8"oc, (2) MIN. • OF 5!Li. WEMOvE AND REPACE (PLY 45 NECESSARY EXIST. EXTERIOR GRADE IQ ! REMOVE Ex. WOOD SILL PLATE AND REPLACE u.,/ 2x TREX (or EQUAL) WOOD POLYMER WISER FILL. CRACK ti/ EPDXY INJECTED GROUT FOR RILL WIDT14 4 ;..Eic OF CRACK ExisTG catairrE FACADE WALL TYPICAL EXTINOR WALL CRAC( REPAIR is NO 5CE 111011101 CCOCRETE NOLL REPAIR AT OPENS% 20 11 .0 11 ••■••■•■•••=1PRIMIIIIIMEr......... 10 A6 firdalED Nh REMO --- EXPIRES 3/15/2004 I UMW ISSUE ("TT* 0 4 liu3 PERINI"! .M■til'EN r-oge =.9z- 1-4.• =come SEL% olle :06 °TNT 4 480 11,11M OF.156 40 1 SCMIRIeler MECO SWIM MU e SCALE: PLOT DATE: (c," C3 PM MGR DRAFT $30 V V r 11 REPLACE MN. ONE SPACING OF EX. JOIST 3/4" PLYWOOD TO COVER ACCESS MOLE. NAIL w/ 10d b "oc AT EDGES I lb" EX. Y � JOIST SPA6IN6 (VERIFY) NOTE: CRAWLSPACE ACCESS IS RESTRICTIVE IN SOME AREAS DUE TO DUCTS, PIPES, AND LOW WEADROM. AT EXISTING WALL uN/ JOISTS 1' EIcU� j, NEW 3/4" PLYWOOD TO COVER ACCESS HOLE EX. JOISTS EX. CONC. FDN. WALL 12 1� NEW 3/4" PLYWOOD TO COVER ACCESS I4OLE EX. JOISTS EX BLOCKING EX CONG. FDN. WALL ALEXIMAIIALL Nil JOISTS PARALLEL CUT EX. PLYWOOD TO CENTERLINE OF EX. JOISTS EX. PLYWOOD OPTION - PLYWOOD WOAD AND REPLACED FOR ACCESS TO Cif.: SPACE / NEW NAILING NEW PLYWOOD EX. JOISTS REPLACE AS NECESSARY (VERY RARE) 13 leo lb" Ex JOIST SPACING (VERIFY) EX. I- LEADER OR DOUBLE TOP RE NEW DOUBLE 2x'S FLAT MATC+ WALL TI4ICKNESS --- - --�"` « REPLACE MIN. ONE SPACING OF EX. JOIST CUT EX. PLYWOOD TO CENTERLINE OF EX. JOISTS ----- EX. PLYWOOD NOTE: 1.1.11-IERE PLYWOOD or JOISTS ARE ROTTINrs, 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 NEIGHBORING JOISTS. NEW PLYWOOD PIECES TO BEAR ON Heeeevir 3 EX JOISTS. NAIL I0d a b" oc AT EDGES AND NAIL 10d • 12" oC FIELD. fl s 4' tichtnd oYev 3 jD* DY bG >0Wd #ft.0 NEW PLYIDOOD AT KITCHENS, BATHROOMS AND LAUNDRY ROCCIS VARIES b'-O" MAX. NEW CL06ET OPENICs P e”.. 27 5 - , NAIL fNG PLYWOOD EX. JOISTS REPLACE AS NECESSARY (VERY RARE) NEW SIMPSON A34 TAB EA END. NEW 2x a Ib" oc MATC44 WALL TRICK 1E55 EX WALL STUDS. 1(B 0 U4 Walla 5/54 -D 1 4 FIRST FLOOR .u� g ig SIMP. UFP ANCI -TORS • 48" oc EMBED , FIRST FLOOR BOLTS w/ EPDXY — _ .s< EX. JOISTS EX. CONC. STEM WALL AtoIOluCsE OF SILL (ENTIRE aWLDING) CRAILLBPACE EEC C.ONtCTION b' II U . • a• PLAN AT CONTRACTOR'S OPTION MAX GUT I REPLACE PLYWOOD SUB -FLOOR PER 3/S40 SIMPSON AGE POST CAP ES. REPLACE ROTTED, SOFT OR TED WOOD POSTS WITW NEW PRESSURE TREATED POST OF SAME 5IM (4x4 OR 4b) t.2" MD( GAP (2) LAYERS b' BLDG PAPER Ex GRADE II =III: =1 III= E !€W - + C OR CONCRETE F SEPARATION OF IICCO FR O1 SOIL FLA CRAt LSPACE COLU14 REPLA $IMP. 435 • 46" oc INSTALL w/ Iadxl1/2 NAILS CONTRACTOR'S OPTION: TO DRILL THRU EX. BOT. PLATE OF WALL. TO DRILL ANCHOR MOLES IN : TE 1 3 /4 "A5•4' -0 "oc EMBED 1" w/ EPDXY CONTRACTORS OPTION TO REMOVE 4 REPLACE PLYWOOD PER 3/S4.0 FOR ACCESS. TOE OF EX FOOTI NEW P1 POST (4x4 or 4x6) 15 20 .4- • !1 Eloy .d Urban Desi uth, Seattle, Was '80 / FAX: (206) C 4, A 01 &9I� `V r t o / ti .16 - I do , 03 TONAL %'G`_ 1 EXPIRES 3/15/2004 N iT] [Ot DRAWING ISSUE AMCWEID p,.,,... - T Ste` 0 4 903 PE$W CIEWEA 1'b =caw sele MIN 04 11041011M ^?F ' m*LCA73% ac a .. - - :ir 40' e. _o. s ,roV TIEV c) .1 111 "41 t1 g ( ( 1 1 —.3 11 ( 1 c.. IIINV Mk S 4 . G 0 I V V r 11 REPLACE MN. ONE SPACING OF EX. JOIST 3/4" PLYWOOD TO COVER ACCESS MOLE. NAIL w/ 10d b "oc AT EDGES I lb" EX. Y � JOIST SPA6IN6 (VERIFY) NOTE: CRAWLSPACE ACCESS IS RESTRICTIVE IN SOME AREAS DUE TO DUCTS, PIPES, AND LOW WEADROM. AT EXISTING WALL uN/ JOISTS 1' EIcU� j, NEW 3/4" PLYWOOD TO COVER ACCESS HOLE EX. JOISTS EX. CONC. FDN. WALL 12 1� NEW 3/4" PLYWOOD TO COVER ACCESS I4OLE EX. JOISTS EX BLOCKING EX CONG. FDN. WALL ALEXIMAIIALL Nil JOISTS PARALLEL CUT EX. PLYWOOD TO CENTERLINE OF EX. JOISTS EX. PLYWOOD OPTION - PLYWOOD WOAD AND REPLACED FOR ACCESS TO Cif.: SPACE / NEW NAILING NEW PLYWOOD EX. JOISTS REPLACE AS NECESSARY (VERY RARE) 13 leo lb" Ex JOIST SPACING (VERIFY) EX. I- LEADER OR DOUBLE TOP RE NEW DOUBLE 2x'S FLAT MATC+ WALL TI4ICKNESS --- - --�"` « REPLACE MIN. ONE SPACING OF EX. JOIST CUT EX. PLYWOOD TO CENTERLINE OF EX. JOISTS ----- EX. PLYWOOD NOTE: 1.1.11-IERE PLYWOOD or JOISTS ARE ROTTINrs, 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 NEIGHBORING JOISTS. NEW PLYWOOD PIECES TO BEAR ON Heeeevir 3 EX JOISTS. NAIL I0d a b" oc AT EDGES AND NAIL 10d • 12" oC FIELD. fl s 4' tichtnd oYev 3 jD* DY bG >0Wd #ft.0 NEW PLYIDOOD AT KITCHENS, BATHROOMS AND LAUNDRY ROCCIS VARIES b'-O" MAX. NEW CL06ET OPENICs P e”.. 27 5 - , NAIL fNG PLYWOOD EX. JOISTS REPLACE AS NECESSARY (VERY RARE) NEW SIMPSON A34 TAB EA END. NEW 2x a Ib" oc MATC44 WALL TRICK 1E55 EX WALL STUDS. 1(B 0 U4 Walla 5/54 -D 1 4 FIRST FLOOR .u� g ig SIMP. UFP ANCI -TORS • 48" oc EMBED , FIRST FLOOR BOLTS w/ EPDXY — _ .s< EX. JOISTS EX. CONC. STEM WALL AtoIOluCsE OF SILL (ENTIRE aWLDING) CRAILLBPACE EEC C.ONtCTION b' II U . • a• PLAN AT CONTRACTOR'S OPTION MAX GUT I REPLACE PLYWOOD SUB -FLOOR PER 3/S40 SIMPSON AGE POST CAP ES. REPLACE ROTTED, SOFT OR TED WOOD POSTS WITW NEW PRESSURE TREATED POST OF SAME 5IM (4x4 OR 4b) t.2" MD( GAP (2) LAYERS b' BLDG PAPER Ex GRADE II =III: =1 III= E !€W - + C OR CONCRETE F SEPARATION OF IICCO FR O1 SOIL FLA CRAt LSPACE COLU14 REPLA $IMP. 435 • 46" oc INSTALL w/ Iadxl1/2 NAILS CONTRACTOR'S OPTION: TO DRILL THRU EX. BOT. PLATE OF WALL. TO DRILL ANCHOR MOLES IN : TE 1 3 /4 "A5•4' -0 "oc EMBED 1" w/ EPDXY CONTRACTORS OPTION TO REMOVE 4 REPLACE PLYWOOD PER 3/S4.0 FOR ACCESS. TOE OF EX FOOTI NEW P1 POST (4x4 or 4x6) 15 20 .4- • !1 I DESCRIPTION 'A Eloy Ld Urban Desi uth, Seattle, Was 180 / FAX: (206) LAMPS MANUFACTURER ' BEDROOM FIXTURE, CEILING MOUNTED • • (2) 20W T -4 SELF- BALLASTED KICHLER K- 8102WH 8 I CORRIDOR, CEILING MOUNT ' C (2) 20W T -4 SELF- BALLASTED KICHLERK- 8102WH jBATHROO4 WALL MOUNT OVER MIRROR (2) 20W T -4 SELF - BALLASTED f r� it SEAGULL 4452-15 D , BATHROOM HEAT LAMP, RECESSED 300W HEAT LAMP BROAN 161 E DINING ROOM PENDENT KICHLER K- 7350#1 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 - CEIUNG LAMPHOLDER WITH PULL CHAIN 60W A -19 INCAND. BRYANT 5228 PC J1 CEIUNG LAMPHOLDER 60W A -19 INCAND. BRYANT 5228 K 'L ' UNDERCABINET FLUORESCENT STAIRWAY WALL MOUNT - 20W 17W T -8 (24 ") T -4 SELF- BALLASTED - PROGRESS UTHONIA 2UC17 120 P5703 -31 M CEIUNG LAMPHOLDER, WEATHERPROOF r 20W T -4 SELF- BALLASTED BRYANT 5228 • LIGHT FIXTURE SCHEDULE SCOPE OF ELECTRICAL WORK - RIVERTON TERRACE 1. REPLACE ALL ELECTRICAL DEIACES LOAD CENTERS, UGH11NG FIXTURES. HARING AND DEVICE BOXES WITHIN EACH DMIEWNG UNIT. REFUGE 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 DOSTNG LIGHT STANDARD AND 150W FIXTURE MEND 120V CIRCUIT TO HOT BOX, CONNECT TO 500 VA HEATER PARTIAL SITE PLAN ,rs VD RECEPTACLE ABOVE COUNTER AT +4' ABOVE BAgCSPUSH OR +6' ABOVE COUNTERS WITHOUT BAgCSPLASH. GA OR Gil PROTECTED HALF — SNATCHED DUPLEX RECPTACI.E O SPEgAL RECEPTACLE, TYPE AS NOTED gig"! PANEL — 208 VOLT SYSTEM, +6' TO TOP U.N.O. ® EQUIPMENT CONNECTION D' DISCONNECT SWITCH 1; 175.1* 1=63 ELECTRIC BASEBOARD HEATER AY EXHAUST FAN CRCUITNG SYMBOLS SOU _N ' 46' -- S TR E E NEW 'HOT BOX" SEE MECHANICAL SYMBOLS & ABBREVIATIONS I I **I `% CONTROL CONNECTION, FOR INFORMATION ONLY leo a dD DUPLEX RECEPTACLE 120V DOUBLE DUPLEX RECEPTACLE 120V GA GROUND FAULT INTERRUPTER IG ISOLATED GROUND S SAFETY TYPE 0 tos AC AFT A. ALE' AwG CB OCT DED (E FQOIC FH Gm GR. CFO HT Miff DOOR CHIME CIRCUIT BREAKER UGFMNG SYMBO;.S 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 SIGNAL & COMMUNICATION SYMBOLS SMOKE DETECTOR COMMUNICATION OUTLET T.V. OUTLET PUSHBUTTON FOR DOOR CHIME GROUND FAULT PROTECTION RISER SYMBOLS ABBREVIAflO INDICATES ABOVE COUNTER MOUNTING ABOVE FINISHED FLOOR AIAPERE AMERICAN SIRE GAGE CmCUIT BREAKER CIRONT DEDICATED EXISTING FURNISHED BY OTHERS. INSTALLED BY CONTRACTOR FAN HOOD GROUND GROUND FART CIROJT INTERRUPTER HEIGHT HOT WATER TANK .BOX KW N P Pfd RO RECEPT SSW 7ElE T1rP 1110 llC v w N/b IP JUNCTION BOX KILOWATT NEUTRAL POLE PANEL RACEWAY ONLY RECEPTACLE SWITCHBOARD TELEPHONE TIPNCAL UNLESS NOTED OTHERWISE UNDERCABINET VOLT EIRE OR W11TT PHASE WITHOUT WEATHERPROOF D.E. SP a110wcAL somas 211Ith Ammo NE se.ee*. VA 9111,15 214- 322 -2r¢9 21111r- 525 -533 F� ICJ IND D Eloy Ld Urban Desi uth, Seattle, Was 180 / FAX: (206) I I f r� it WANK ISSUE MECEN SE= n 4 :C:3 asirr1--m., FCC FECr7 CNC' O samara" MI OM werl+� ION I MEM APPLICallai AV s e SINCT C WAS AV MONK 6016 Or per MOM IIIM: SY 5 i A$15. \I 4",� SCALE: PLOT DATE: $. CAD Fay: PfDOt. MGT.: DES • LIGHT FIXTURE SCHEDULE SCOPE OF ELECTRICAL WORK - RIVERTON TERRACE 1. REPLACE ALL ELECTRICAL DEIACES LOAD CENTERS, UGH11NG FIXTURES. HARING AND DEVICE BOXES WITHIN EACH DMIEWNG UNIT. REFUGE 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 DOSTNG LIGHT STANDARD AND 150W FIXTURE MEND 120V CIRCUIT TO HOT BOX, CONNECT TO 500 VA HEATER PARTIAL SITE PLAN ,rs VD RECEPTACLE ABOVE COUNTER AT +4' ABOVE BAgCSPUSH OR +6' ABOVE COUNTERS WITHOUT BAgCSPLASH. GA OR Gil PROTECTED HALF — SNATCHED DUPLEX RECPTACI.E O SPEgAL RECEPTACLE, TYPE AS NOTED gig"! PANEL — 208 VOLT SYSTEM, +6' TO TOP U.N.O. ® EQUIPMENT CONNECTION D' DISCONNECT SWITCH 1; 175.1* 1=63 ELECTRIC BASEBOARD HEATER AY EXHAUST FAN CRCUITNG SYMBOLS SOU _N ' 46' -- S TR E E NEW 'HOT BOX" SEE MECHANICAL SYMBOLS & ABBREVIATIONS I I **I `% CONTROL CONNECTION, FOR INFORMATION ONLY leo a dD DUPLEX RECEPTACLE 120V DOUBLE DUPLEX RECEPTACLE 120V GA GROUND FAULT INTERRUPTER IG ISOLATED GROUND S SAFETY TYPE 0 tos AC AFT A. ALE' AwG CB OCT DED (E FQOIC FH Gm GR. CFO HT Miff DOOR CHIME CIRCUIT BREAKER UGFMNG SYMBO;.S 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 SIGNAL & COMMUNICATION SYMBOLS SMOKE DETECTOR COMMUNICATION OUTLET T.V. OUTLET PUSHBUTTON FOR DOOR CHIME GROUND FAULT PROTECTION RISER SYMBOLS ABBREVIAflO INDICATES ABOVE COUNTER MOUNTING ABOVE FINISHED FLOOR AIAPERE AMERICAN SIRE GAGE CmCUIT BREAKER CIRONT DEDICATED EXISTING FURNISHED BY OTHERS. INSTALLED BY CONTRACTOR FAN HOOD GROUND GROUND FART CIROJT INTERRUPTER HEIGHT HOT WATER TANK .BOX KW N P Pfd RO RECEPT SSW 7ElE T1rP 1110 llC v w N/b IP JUNCTION BOX KILOWATT NEUTRAL POLE PANEL RACEWAY ONLY RECEPTACLE SWITCHBOARD TELEPHONE TIPNCAL UNLESS NOTED OTHERWISE UNDERCABINET VOLT EIRE OR W11TT PHASE WITHOUT WEATHERPROOF D.E. SP a110wcAL somas 211Ith Ammo NE se.ee*. VA 9111,15 214- 322 -2r¢9 21111r- 525 -533 F� ICJ IND D Pit . .. h i � 41 ir i P s 8s ; h lb is gi • y §88 ii — " " - ' 'gig i HUM 115 P PPPP PPP 888 s8 88§ 8881 Minn iii §§§§§§§§g§§, !!!!!!!I#i �� i v r V as ® 1 1 e o Tonkin /Hoyne /Lokan Architecture and Urban Design BASEBOARD HEATER SCHEDULE I TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON 2 ' KING COUNTY HOUSIGN AUTHORITY 5' J '' 1 ,, Lo.saw PAM TWO BEDROOM MAIM MOM VOLTS' 240 Y/ 120 P 1 lb 3 Ail■ 100 Ilia ❑ ras (x] 0r MOM 10.000 MOM U aWAIM J wur+ TYlli 4nuis J tar [x] DMA LOAD C1E1M I111fIMLB 100E Pe PROM PANEL SCIODULII . . II I - I -_ , , 8 8888gig N N r r r • • 15 1 11 J . 13 1 e.-aw -. •s•s•s•s:: ISM 1001E3 PAW 10 REPLACE O2S1110 - MO LOAD MAN DE 2 t Jl1S 1. 3. 5. 7 1O aE AFC O ERIE RS AWN b 0.00 KVA NMI i 0.00 KVA 10 12 14 S 10 O or N .... 14 111 88ll 410 i ll 1.59 1.a0 i l WAD TEAT I I 101004 PPR. 10704DI MIL IPAU I ---- In 1 1 o ® 8 e o Tonkin /Hoyne /Lokan Architecture and Urban Design BASEBOARD HEATER SCHEDULE I TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON 2 ' KING COUNTY HOUSIGN AUTHORITY 5' J '' 1 _ Lo.saw . 1.0 uw . . . ---- In 1 iqg F RIVERTON � , ��r� °gin 1 f t 4 1 4 0 11 m IIRMING SEMI ot _ t Tonkin /Hoyne /Lokan Architecture and Urban Design TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON `" KING COUNTY HOUSIGN AUTHORITY iN3 204 First Avenue South, SeelUe, Washington 98I04 PHONE: (206) 624 7880 / FAX: (206) 622 1766 • I E 7 8 N D . 1 8 8 N N 1 V • • ff •s N s • N • ff N • s 9 a N 8 8 8 • • r 8 s • • • 8 r w • 4. r 8 8 r • N r 8 i I 9i i{ I# • •1 s11 •1 111 �f 1f I t .11 I 00 I D m co X T 0 2 g i g .4 R q12- C g (21§ E 11111111 511 iii iiiii i i i 8§ 1$§1§§§118§ :311ir SS i i E p 11 E e i 8 8 N N _ , , , Cosrosz •s•1,•s • - I - 2a8SS N x N 8 480 ti •s•s•s Fri E 1*PPPP 6,1111 N r r r r ::Iova•• ! N 88 0 4 , r 8 8 I E E 00 gg ii i $1 H § O i F i I t 11011111 11111111111: 111111111 ii:i:i 111111111 i;i;i;;;;i 111111111 GRIGH111111 1111111111° �1�9000�0�0i'� IIIIIIIIIIG709�99�oi0� � IIIHhIIIIIIGIIIIIHI I iiinonii;i;i;;;;; i 11111111111�1�13139�99I� OlIIIII1IIII1III1IIIi • >■ •to 0 i M 1K 3 � � � � � P ' �� � t IH� Hi � � ; j � 14440 41ST RIVERTON KING COUNTY HOUSIGN E WASHINGTON AUTHORITY Tonkin/Hoyne/Lokan First Fit Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 / FAX: (206) 622 1766 i V t • it t 4 i • 888 Z C -1 r M V r r 4 BR UNIT - FIRST FLOOR PLAN 114" =1'-0" 2.0 Kw 10.12 6 • 6 4 1 o 12 6 i Ci 1 STORAGE • - 4 LWING/DINING 3 /1 /I /I i ) UNIT -FIRST FLOOR PLAN KITCHEN in II A /e"..1 lb Q E I RT- UP-48R q,19 BEDROOM 3/1/1/ HALL BEDROOM 30/1/1 1 II II I I 11 1.5 KW 1 I1 /2( BEDROOM 3/ I /I/ 1 1.5 KW BEDROOM 3/I /III i 1.5 KW 4 BR UNIT - SECOND FLOOR PLAN 114'=1' -0" UN� - SEOND FLOOR PLAN LC_ RT- UP -48R Or FLAG NOTES: NEW UNDERCABINET FIXTURE AND SNATCH. I>. RANGE HOOD CONNECTION SEE EXHAUST FAN CONTROL DETAIL DE SPARUNG 7 a PC Seth. VA 90115 216 ran «� 4,4) %, '4 t At', 4+D e 0 ao r oh CO Plow 0 O CO ois 0 0 et 0.4 .ete ..., cv coo Co co **'■.■, E �� CL) A .0 Z sg .6.) iti '''44:$.! Cl1 Lj• 0 •`�. = 1:1 °D 04 Sa CAN CD " it z g 0 • rioll 0 a a �() d o ININ �v OD . - .. •A c C� V a rni 44.4 0 = 11011101111G SEIB P C! Pew cr,v4 lie DOOM" FOR PER! C140' I WS 1M mew APPLCATION AND II OW 1 0 AV was BY folirrar NOM 110111016 TITLE 35 LT FLOOR P 4 \5 SCALE: PLOT DATE: &141e3 CAD PI PE u. IIGL: DES E20 • i I 5 BR UNIT - FIRST FLOOR PLAN 1 =1 ?Ar3 UNIT - SECOND FLOOR PLAN • Oh FLAG NOTES: p>. NEW UNDERCABINET FIXTURE AND SNATCH. DI> RANGE HOOD CONNECTION 13::> SEE EXHAUST FAN CONTROL DETAIL RT 21!)-• izi750 DE SPARLt'IG aern�rx �o�s 7549 2eth Avow, NE S•ttie. VA 99il5 Mr- 525 -M Fax •ti ,. Q Z Co ca C c° 0 g 0 . �co co %..a it 0 h . ` C) /\' CI W �./ �1 4 I ) Cz+1 c - � = 7 )4 b1.4 5 co °! 0m 1. sr-4 4, ..... 1�1 U dietO r�l cv Co .. c Q wz o NP E ....4 CV III D C 1 0 - .=) E-+ w NI E-4 ‹::) <:› &nil Cr) x ri w PC: -1 - 0 1 0 MOM MIN t'1T " � sr.. • SEP 0 , r - , Pia: MW APPLCMCOl al> • SSW Mit ��• Br MI/C latah MOM mu 5BIR L11%4"7 FLOOR PL N6 SCALE: PLOT DATE: 844 CAD FILL P1011. MCL: DES DRAFTElk A • a STOP do WASTE VALVE S 3/4" SEE NOTE 1, THIS SHEET STOP & WASTE VALVE --♦-- EE ram i. THIS SHEET 1 /2' 1 /2" 3/4" UNDER FLOOR 4 BEDROOM UNIT - BLDG. E 1/2' UNDER �.\\ FLOOR 1/2' 2 BEDROOM UNIT - BLDGS. A, C F NO SCALE NOTE: UNITS A, C & E SHOWN UNITS B, D & F OPP. ND SCALE NOTE: IA/1S A & C SHOWN TITS S t D OPP. 1 /2" 3/4' UNDER FLOOR 1/2" y'0 I zik: 1 3/4" 1 /2" \�� C I rr FLOOR 3/4" 3/ 4" STOP & WASTE VALVE ---+w- SEE NOTE 1, / THIS SHEET ‘111T FLOOR „- UNDER 1 /2" UNDER FLOOR 3 BEDROOM UNIT - BLDG. B NO SCALE NOM UNITS A, B & D SHOWN UNITS C & E OPP. 3/4" UNDER FLOOR "N› 5 BEDROOM UNIT - BLDG. D • 3/4 3/4' UNDER FLOOR ND SCALE NOTE: UNIT A MOM IA�R C OPP. 1 /2" 3/4" I 3/4" STOP & WASTE VALVE SEE NOTE 1, MIS SHEET Oh t; w3z7g . 1 /2" I �--- 3/4' 44 k ' I SEE NOTE 1, t I THIS SHEET ^\ 1 /2" 1 I 1 /2 ✓ 1/2 UNDER FLOOR 3/4' UNDER FLOOR 5 BEDROOM UNIT - BLDG. D GENERAL NOTES: 2. STOP VALVES AT FIXTURES NOT SHOWN. 3. INSULATE HOT AND COLD WATERLINES. STOP & WASTE ,� I NO SCALE NOM: INR t S ID N 1. CONNECT NEW TO EXISTING WATER SERVICE. CONTRACTOR TO VERIFY EXACT LOCATION. I r- 3 • 49,, • :"Iir I ,74", _4 .p-p wi ' 4) ci# Aiaih EVERGREEN ENGINEERIN r Mechanical & Electrical Engineering Services 4062 ME SIN Si. 525 525 SwRw, All WanWan s (�206 0i s S27 -T71! 0 DRAW% MT PERMIT SET AUGUST 12AP cm- '1.+ tr SEP 0 4 :::3 T MI DOc.Or Me NM w Rgely roe AIM APMLIG.01 . SSW l - Ap11aow=0110 r .o s1, • - -- MURK nn' DGE 5TIC WATER C SC %LE: AS NOTED PLOT DATE: CAD FILE: ,PRcu. MGR.: ARAFTF. R: mix F:011 STOP do WASTE VALVE S 3/4" SEE NOTE 1, THIS SHEET STOP & WASTE VALVE --♦-- EE ram i. THIS SHEET 1 /2' 1 /2" 3/4" UNDER FLOOR 4 BEDROOM UNIT - BLDG. E 1/2' UNDER �.\\ FLOOR 1/2' 2 BEDROOM UNIT - BLDGS. A, C F NO SCALE NOTE: UNITS A, C & E SHOWN UNITS B, D & F OPP. ND SCALE NOTE: IA/1S A & C SHOWN TITS S t D OPP. 1 /2" 3/4' UNDER FLOOR 1/2" y'0 I zik: 1 3/4" 1 /2" \�� C I rr FLOOR 3/4" 3/ 4" STOP & WASTE VALVE ---+w- SEE NOTE 1, / THIS SHEET ‘111T FLOOR „- UNDER 1 /2" UNDER FLOOR 3 BEDROOM UNIT - BLDG. B NO SCALE NOM UNITS A, B & D SHOWN UNITS C & E OPP. 3/4" UNDER FLOOR "N› 5 BEDROOM UNIT - BLDG. D • 3/4 3/4' UNDER FLOOR ND SCALE NOTE: UNIT A MOM IA�R C OPP. 1 /2" 3/4" I 3/4" STOP & WASTE VALVE SEE NOTE 1, MIS SHEET Oh t; w3z7g . 1 /2" I �--- 3/4' 44 k ' I SEE NOTE 1, t I THIS SHEET ^\ 1 /2" 1 I 1 /2 ✓ 1/2 UNDER FLOOR 3/4' UNDER FLOOR 5 BEDROOM UNIT - BLDG. D GENERAL NOTES: 2. STOP VALVES AT FIXTURES NOT SHOWN. 3. INSULATE HOT AND COLD WATERLINES. STOP & WASTE ,� I NO SCALE NOM: INR t S ID N 1. CONNECT NEW TO EXISTING WATER SERVICE. CONTRACTOR TO VERIFY EXACT LOCATION. I r- 3 • 49,, • :"Iir I ,74", _4 .p-p wi ' 4) ci# Aiaih EVERGREEN ENGINEERIN r Mechanical & Electrical Engineering Services 4062 ME SIN Si. 525 525 SwRw, All WanWan s (�206 0i s S27 -T71! 0 • APPROX. 3'-0" • 4'-0" EXISTING 4" EXISTING WATER METER • LIGHT POLE SOUTH 146TH STREET PARTIAL PLOT PLAN NO SCALE PIPE SUPPORT LONG RADIUS ELBOW (Inv) RPBP PIPING DETAIL 1/2" = 1'41' 18" --� UNDER S.O. VALVES HOT BOX ENCLOSURE I BLDG. RPBP WATER METER ARE PLUG A scpuA.IE p&t»'r4 pa+C tie 1 D03.215 teprolcdu HOT BOX 117"X4814" CONCRETE SLAB - -0-- -- CONDUIT SEE ELECTRICAL ,.1 EXISTING 4" Ira DESCRIPTION, OF THE WORK PICKERING COURT; REPLACE ALL PLUMBING FIXTURES WITH NEW AND INSTALL SEISMIC BRACING FOR EXISTING WATER HEATERS. RIVERTOl 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. DURNDALE HOMESJ 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. MUMS WATER PIPE COPPER WATER TUBE; ASTM B 88, TYPE 'L' WITHIN THE BUILDING AND TYPE 'K' WHERE UNDER GROUND OR IN CONTACT WITH EARTH. CONSTRUCTION NOTES 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 FITTTINGS, ASME B16.22 AND CAST – COPPER SOLDER JOINT PRESSURE FITTTINGS, ASME 816.18 COPPER UNIONS: ASME 816.18, 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: ASTM B16.4 GALVINIZED CAST –IRON THREADED RECESSED DRAINAGE PATTERN WITH THREADS CONFORMING TO ASME 81.20.1. 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. QUALITY ASSURANCE 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 JURISTIC 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 AND RETEST SYTEM OR PORTION THEREOF UNTIL SATIFACTORY RESULTS ARE OBTAINED. ANAL PLUMBING TEST: AFTER PLUMBING FMS HAVE BEEN SET ;;ND THEIR TRAPS FILLED WITH WATER, PLUG STACK OPENINGS ON ROOF OF BUILDING AND BUILDING DRAIN WHERE IT LEAVES THE BUILDING. INTRODUCE HAIR 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 AIR FOR 4 HOURS. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYTEM OR PORTION THEREOF UNTIL SATIFACTORY RESULTS ARE OBTAINED. PREPARE REPORTS OF TESTS AND CORRECTNE ACTION. RUN PIPES GENERALLY AS SHOWN AID PARALLEL TO THE BUILDING WALLS. MAKE MEASUREMENTS AT SITE BEFORE CUTTING AND FABRICATING PIPING ASSEMBLIES. CONFORM TO THE FOLLOWING TABLE FOR MAXAIUM SPACING AND AUM ROD SAES FOR HANGERS AND SUPPORTS: PPE Ir1AT'L COPPER NO–HUB CALV. ABS MAX. HOR MAL VERT. SPACING SPACING 5' 5' 7' 4' 10' 10' 15' 4' ISOLATE ALL PIPES FROM BUILDING STRUCTURE IN ROO 3/8" 3/8" 3/8" 3/8" INSULATE HOT AND COLD WATER PIPES USING %" TICK E1ASTOMERIC INSULATION. CLEAN AND DISINFECT THE POT5N3LE WATER SYSTEM PRIOR TO USE FLUSH WITH CLENI WATER UNTIL DIRTY WATER DOES NOT APPEAR AT THE OUTLETS. OR M 4 THE SYSTEX nu. THE SYSTEM WITH A RATERAHLORME SOLUTION CONTAINING AT LEAST 50 PM CHLORINE NID ALLOW ORM THE SY'S'TEM_ Fxl. THESVSTEN WITH A SOLUTION CONTAINING AT LEAST 200 PPM CHLORINE AID ALLOW FLUSH THE SYSTEM WITH CLEAN POTABLE WATER UNTIL. CHLORINE LEVEL. I5 EQUAL TO THE WATER SUPPLY SUBliff 'NITER SIi' .E'S IN STERILE BOTTLES TO THE MINORITY HONIG Rea paccauumes E UOLOGICM. DANDIMMON SHOWS EVIDENCE of CONTAINNOOPL TO SUMO FOR 24 HOUR'S. TD SIN MD FOR 3 HOUR'S. MOINE LEVEL NOTE: ITEMS IN THIS SCHEDUOLE ARE THE PREFERRED ITEMS. SIMILAR ITEMS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED WHEN APPROVED BY THE OWNER. NARK DESCRIPTION TUB LAUND WASHING MACHINE SUPPLY do DRAIN: GUY GRAY MANUFACTURING CO., INC. MODEL 8150. W.C. RPBP PLUMBING SCHEDULE TOILET: KOHLER DEVONSHIRE TOILET MODEL K -3457 WITH K -4653 SEAT AND K --7637 ANGLE SUPPLY WITH STOP. SINK KITCHEN SINK: ELKAY MODEL STLR- 3322 –R DOUBLE BOWL STAINLESS STEEL SINK WITH LK- 35BASKET STRAINER AND DELTA 400WF FAUCET WITH SPRAY. LAV BATHROOM LAVATORY: CRANE 1 -319 WITH DELTA 520 WF MPU FAUCET. SHWR 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 DIVERTER SPOUT, K- 704216 BATH DOOR AND DELTA DM3641 SHOWER VALVE. HOT WA ' T , . • NOT IN CO REDUCED PRESSURE BACKFLOW PREVENTER: WATTS SERIES 909, 4" SIZE. HOT BOX RPBP FREEZE PROTECTION: HOT BOX MODEL HB6E WITH 500W HEATER. (,LhS&f a xparatc flo# pIM1 a{ Per*' • OO.Z1pOv't4 03 -27 • r $FA 0 4 PERma T *11 a-a4/44 . A:;' EVERGREEN ENGINEERING `c Mechanical & Electrical Engineering Services 4062 NE 9111 ST. Sort M 94115 Td (206) 525 -1071 Fag 206 527 - 2719 • 4 ■• I*AIINC ISSUE PE'd1T SET AUCILIST 12, 2003 FOR PEWIT ONLY se aas+rirMriiiil MIR AFFLICwrsMD Sri MAIM GBERAL NOTES AND DETAILS SCALE: AS NOTED PLOT D ATE: CAD FILE: - RO.I_ !MGR. . 0 6thirAi MUM. R: PVE " • APPROX. 3'-0" • 4'-0" EXISTING 4" EXISTING WATER METER • LIGHT POLE SOUTH 146TH STREET PARTIAL PLOT PLAN NO SCALE PIPE SUPPORT LONG RADIUS ELBOW (Inv) RPBP PIPING DETAIL 1/2" = 1'41' 18" --� UNDER S.O. VALVES HOT BOX ENCLOSURE I BLDG. RPBP WATER METER ARE PLUG A scpuA.IE p&t»'r4 pa+C tie 1 D03.215 teprolcdu HOT BOX 117"X4814" CONCRETE SLAB - -0-- -- CONDUIT SEE ELECTRICAL ,.1 EXISTING 4" Ira DESCRIPTION, OF THE WORK PICKERING COURT; REPLACE ALL PLUMBING FIXTURES WITH NEW AND INSTALL SEISMIC BRACING FOR EXISTING WATER HEATERS. RIVERTOl 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. DURNDALE HOMESJ 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. MUMS WATER PIPE COPPER WATER TUBE; ASTM B 88, TYPE 'L' WITHIN THE BUILDING AND TYPE 'K' WHERE UNDER GROUND OR IN CONTACT WITH EARTH. CONSTRUCTION NOTES 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 FITTTINGS, ASME B16.22 AND CAST – COPPER SOLDER JOINT PRESSURE FITTTINGS, ASME 816.18 COPPER UNIONS: ASME 816.18, 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: ASTM B16.4 GALVINIZED CAST –IRON THREADED RECESSED DRAINAGE PATTERN WITH THREADS CONFORMING TO ASME 81.20.1. 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. QUALITY ASSURANCE 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 JURISTIC 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 AND RETEST SYTEM OR PORTION THEREOF UNTIL SATIFACTORY RESULTS ARE OBTAINED. ANAL PLUMBING TEST: AFTER PLUMBING FMS HAVE BEEN SET ;;ND THEIR TRAPS FILLED WITH WATER, PLUG STACK OPENINGS ON ROOF OF BUILDING AND BUILDING DRAIN WHERE IT LEAVES THE BUILDING. INTRODUCE HAIR 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 AIR FOR 4 HOURS. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYTEM OR PORTION THEREOF UNTIL SATIFACTORY RESULTS ARE OBTAINED. PREPARE REPORTS OF TESTS AND CORRECTNE ACTION. RUN PIPES GENERALLY AS SHOWN AID PARALLEL TO THE BUILDING WALLS. MAKE MEASUREMENTS AT SITE BEFORE CUTTING AND FABRICATING PIPING ASSEMBLIES. CONFORM TO THE FOLLOWING TABLE FOR MAXAIUM SPACING AND AUM ROD SAES FOR HANGERS AND SUPPORTS: PPE Ir1AT'L COPPER NO–HUB CALV. ABS MAX. HOR MAL VERT. SPACING SPACING 5' 5' 7' 4' 10' 10' 15' 4' ISOLATE ALL PIPES FROM BUILDING STRUCTURE IN ROO 3/8" 3/8" 3/8" 3/8" INSULATE HOT AND COLD WATER PIPES USING %" TICK E1ASTOMERIC INSULATION. CLEAN AND DISINFECT THE POT5N3LE WATER SYSTEM PRIOR TO USE FLUSH WITH CLENI WATER UNTIL DIRTY WATER DOES NOT APPEAR AT THE OUTLETS. OR M 4 THE SYSTEX nu. THE SYSTEM WITH A RATERAHLORME SOLUTION CONTAINING AT LEAST 50 PM CHLORINE NID ALLOW ORM THE SY'S'TEM_ Fxl. THESVSTEN WITH A SOLUTION CONTAINING AT LEAST 200 PPM CHLORINE AID ALLOW FLUSH THE SYSTEM WITH CLEAN POTABLE WATER UNTIL. CHLORINE LEVEL. I5 EQUAL TO THE WATER SUPPLY SUBliff 'NITER SIi' .E'S IN STERILE BOTTLES TO THE MINORITY HONIG Rea paccauumes E UOLOGICM. DANDIMMON SHOWS EVIDENCE of CONTAINNOOPL TO SUMO FOR 24 HOUR'S. TD SIN MD FOR 3 HOUR'S. MOINE LEVEL NOTE: ITEMS IN THIS SCHEDUOLE ARE THE PREFERRED ITEMS. SIMILAR ITEMS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED WHEN APPROVED BY THE OWNER. NARK DESCRIPTION TUB LAUND WASHING MACHINE SUPPLY do DRAIN: GUY GRAY MANUFACTURING CO., INC. MODEL 8150. W.C. RPBP PLUMBING SCHEDULE TOILET: KOHLER DEVONSHIRE TOILET MODEL K -3457 WITH K -4653 SEAT AND K --7637 ANGLE SUPPLY WITH STOP. SINK KITCHEN SINK: ELKAY MODEL STLR- 3322 –R DOUBLE BOWL STAINLESS STEEL SINK WITH LK- 35BASKET STRAINER AND DELTA 400WF FAUCET WITH SPRAY. LAV BATHROOM LAVATORY: CRANE 1 -319 WITH DELTA 520 WF MPU FAUCET. SHWR 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 DIVERTER SPOUT, K- 704216 BATH DOOR AND DELTA DM3641 SHOWER VALVE. HOT WA ' T , . • NOT IN CO REDUCED PRESSURE BACKFLOW PREVENTER: WATTS SERIES 909, 4" SIZE. HOT BOX RPBP FREEZE PROTECTION: HOT BOX MODEL HB6E WITH 500W HEATER. (,LhS&f a xparatc flo# pIM1 a{ Per*' • OO.Z1pOv't4 03 -27 • r $FA 0 4 PERma T *11 a-a4/44 . A:;' EVERGREEN ENGINEERING `c Mechanical & Electrical Engineering Services 4062 NE 9111 ST. Sort M 94115 Td (206) 525 -1071 Fag 206 527 - 2719 • 4 1.3 WAR% MU SCQ'1ATIC RISERS TYPICAL WITS SCALE: As Norte PLOT WY.: CAD FILE: PRtU 1MGR.: � . �R�FTF.R MpE iji I 6� e < ft � � � , � RIVERTON TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY HOUSING AUTHORITY Tonkin /Hoyne /Lokan Architecture and Urban Design 204 First Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 / FAX: (208) 622 1788 v 99 r ..:.., FIXTURE WATERCLOSEr LAVATORY TUB SHOWER SINK URINAL WASHER T J .... N N N N N V r i I I CA J J was J :ONI N N N N N N isivie it W WASTE W 1V Is.) N IV (+ 1 '; W (rfV N N N N �s it 46 • it 4 o 1 � 11 Ill! i n Q 2i n 0 +, R• t� p "*"' I. n I L' bn a I•j .‘ icz:3 1 t444 4N4 ust 1 —1 /2 1 - 1/2" 9 — () 1 -1/2" V.T.R. 3 Y.T.R. C 1 1 -1/2" ) V.T.R.