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Permit D03-273 - RIVERTON TERRACE APARTMENT - KING COUNTY HOUSING AUTHORITY BUILDING A
KC HOUSING AUTHORITY -BLDG A 14440 41ST AVENUE SOUTH D03 -273 4 �.: >.+4L+.�:i✓...,:f7:j7a7 r��.f5,.,r,"jU z w • 2 O 0 CD 0 ILI _ H � w w 2 Owner: J Name: KING COUNTY HOUSING AUTHORITY Phone: w Address: 15455 65TH AVE S, TUKWILA, WA H W z z Phone: 206- 624 -7880 w O • w U � O N Phone: 01- w • O DESCRIPTION OF WORK: iu co INTERIOR REMODEL INCLUDING NEW FINISHES AND FIXTURES AND CABINETS. ASSOCAITED HAZ -MAT, PLUMBING AND H = ELECTRICAL UPGRADES. NEW DOORS AND WINDOW REPLACED, PRUDENT OWNER STRUCTRUAL UPGRADES WHERE c0 FEASIBLE. PROJECT ON WD #125 WATER; REFER TO D03 -274 (BLDG B) FOR PW APPROVAL OF (RPBA) REDUCED PRESSURE BACKFLOW ASSEMBLY ON DOMESTIC WATER SERVICE. Parcel No.: 0040000205 Address: 14440 41 AV S TUKW Suite No: Tenant: Name: RIVERTON TERRACE APARTMENTS Address: 14440 41 AV S, TUKWILA WA Contact Person: Name: JOHN D'AGNONE Address: 204 FIRST AV S, SEATTLE WA Contractor: Name: C E & C INC Address: 3221 CENTER ST, TACOMA WA Contractor License No: CEC * * * *346L7 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 Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doe: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N N N N N DEVELOPMENT PERMIT Private: N Profit: N D03 -273 Permit Number: D03 -273 Issue Date: 12/19/2003 Permit Expires On: 06/16/2004 Expiration Date:09 /30/2004 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: Public: N Non - Profit: N Printed: 12 -19 -2003 Water Main Extension: Water Meter: N doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N Private: N Public: N ** Continued Next Page ** D03 -273 Printed: 12 -19 -2003 Permit Center Authorized Signature: I hereby certify that I have read and examined t!t"iis permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction lay the performance of work. I am authorized to sign and obtain this development permit. c Signature: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Print Name: X1.:3k-k0 A C 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 -273 Date: 3 Date: I � D F-L Printed: 12 -19 -2003 ;,f4,?:1 #;,s "�i,,:;l�,:� k., w-• �S;: w: u« .�:.>i;i;.:,iwtt:a3.£�.5.�:i�,: �a Parcel No.: 0040000205 Permit Number: D03 -273 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 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS D03 -273 Printed: 12 -19 -2003 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 -273 1 :x v.+Yd411a4�:illle. 3." Printed: 12 -19 -2003 Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them 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 regulating construction or the performance of work. J otti-1 P/ktdkiniA-e_ D03 -273 as outlined. All provisions of law and ordinances cancel the provision of any other work or local laws Date: / P / D? Printed: 12 -19 -2003 aiLa. ��.: �r.. . i; tK+, ! >:o�wivr:a. %•;:;:.�'�a;YtN'.i �:. King Co Assessor's Tax No.: 5.r,g. f - ,4r-, ti , 1 '(',.i.,,�, Numbe /S,� Floor: .Z i /iv tr.‘f No Tenant Name: ,lr 4•10(4 f Property Owners Name: L._. Name: Mailing Address: E -Mail Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Contact Person: ., n rJ� o V e. ,applications\permit application (3.2003) 3/2003 Applications and plans must be complete in order to be accepted for plan rev vv ca.) 0/6/8 - Uy Applications will not be accepted through the mail or by fax. Pi/ U/a v11y * *Please Print ** AN/ el1 . �G�i".vS"� Mailing Address: 60 co ,e5,,.1 r -, M fl k- 1,1 f'4 F--") v- // C. - y r4g, / 014-.A. f. o4 A- d e E -Mail Address: •n c7 L1 alas. . 4 4.0 W.-. GENERAL. CONTRACTOR INFORMATION Page 1 a • /s per, Cit New Tenant: Day Telephone: TTI rz Cit ❑ ... Yes Stale 0 L ?. '' Zip (206,) co z4 -h5 State Fax Number: (zc,& Co Z - 17 (o State I8104 Zip Zip Company Name: Mailing Address: City Day Telephone: 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 ** ARCHITECT OF RECORD = Atl plans must be . wet stamped by :Architect. of Recor .� -,� k� ��1 t State Zip Day Telephone: (Z ) C0 '2 4 - 7 9 ) i, t 7 Fax Number: t 1.00 (, L - 17 (' ( ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Company Name: 1 Mailing Address: State Zip City Day Telephone: Fax Number: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): NEc..1 I kl 1.4 t45 I J dOP b• 1 2 . 0 I- t f P I f — tJ t +t . tt- - s h f L-?t Will there be new rack storage? ❑ ..Yes al<No If "yes ", see Handout No. rovide All Building Areas in Square Footage Below .1 '''Floor Floor 3 Floor •:•Floors• Basement Accessory Structure* .Attached Garage Detached Gara Attached Carport Detached Carport ; • Covered Deck Uncovered Deck Q, 0 9 $t, 0 Addition to Existing Structure cif Type of. Construction per UDC al — is Type of Occupancy per UBC PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 ....Yes p ..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 If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. lappliations \permit application (3 -2003) 3/2003 � tJ - € �. � n \y. ;; pi 4 - FIX 1- NV2,1C.'., /.t Existing Building Valuation: $ o D c 4+Ottil[7 r& • r G J Page 2 7 for requirements. X9 Qtf? ,P031 loop. Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0... Water District #I25 ❑ ...Water Availability Provided 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 ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... 91 WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size WO# ❑ ...Sewer Main Extension Public Private ❑...Water Main Extension Public Private lapplicationalpermit application (3.2003) 3/2003 cubic yards cubic yards 11 11 Call before you Dig: 1- 800 - 424 -5555 Please, refer. to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Highline 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. ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding Page 3 4 4 #0 +r..Frn±'rtivr , A'r,;VWNN°5 tv.fil P.2 rt ❑ .. .Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water Water Meter Refund/Billing: Name: Mailing Address: ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: City State Zip Day Telephone: 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/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <=10,000 CFM Incinerator — Comm/Ind Contact Person: E -Mail Address: Contractor Registration Number: MECHANICAL PE>71 1!IITINFO.��IATION; -= 20644313670 ': rat. r. • '. ��� +�. r �?�, t l ' ,.y v Yf ..} - MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: 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 ....0 Replacement ..., 0 Commercial: New ....0 Replacement ...• Fuel Type: Electric (] Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: City State Zip Day Telephone: Fax Number: PERMIT APPLICATION NOTES Applicable to all permits in this application 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 0 AUTHORIZED AGENT: Signature: • Print Name: ,,z.- 1 r- }i�y tJ f' 77 t( Mailing Address: Date Application Accepted: \applications■permit application (3 -2003) 3/2003 z Date Application Expires: Page 4 Date: e1 -4-0 Day Telephone: ( (p /Z 7S , () 'S T r lcld ` ji O4 State Zip City Staff ilials: Sr 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 D03 -274 D03 -275 D03 -276 D03 -277 D03 -278 TOTAL: TRANSACTION LIST: Type Method Description Amount Payment Check 20370 ACCOUNT ITEM LIST: Description PLAN CHECK - RES 463.94 418.44 463.94 287.14 352.79 463.94 2,450.19 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 Account Code Current Pmts 000/345.830 2,450.19 TOTAL: 2,450.19 PAYEE: TONKIN/HOYNE/ LOKAN ARCHITECTURE RECEIPT ISSUED BY: ADMIN INITIALS: BLH ENTERED DATE: 09/04/2003 TIME: 01:10 PM 2,450.19 TOTAL: 2,450.19 TOTAL r TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT 1 Z re w Parcel No.: 0040000205 Permit Number: D03-273 J0 Address: 14440 41 AV S TUKW Status: APPROVED 0 0 Suite No: Applied Date: 09/04/2003 u) w Applicant: RIVERTON TERRACE APARTMENTS Issue Date: w H co Li. w 2 27 Receipt No.: R03 -01511 Payment Amount: 718.25 g 5 Initials: SKS Payment Date: 12/19/2003 09:24 AM = w User ID: 1165 Balance: $0.00 Z H H0 Z I- w • W Payee: KING COUNTY HOUSING AUTHORITY n 0 O • ( .2 O I- w • W Typ Method Description Amount H H — O Payment Check 155693 718.25 �j Z U = O~ BUILDING - RES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 713.75 4.50 Total: 718.25 5773 12/19 9716 TOTAL 4896.50 \o Printed: 12 -19 -2003 r uS' C!. : z Projec . Avev" � Pv,rar -e Type of 1espectio : cv`ot Address: 1 ) 1 0 I— I \ AV Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 7 «yaw ;'iud -v INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7? PER 206)43 1 -3670 'Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: fr vv‘ \" ` (4-f ' —( ()\ -k--r) ( Date: Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W re /11 JU 0 W = F- 2 u_ W �Q = d F.. w Z = I— O ZI— W �p U O- � 1- W W H — O .. z U= Q Z Projec \.,Pf �C�: e rJU Uuv, ' spection: aU-1 ;ur- �01I ; Address: \ i l 0 1- t \ A J _S Date Called: - 7 -- )-6'0 1- 1 Special Instructions: Date Wanted: m. Requester: Phone No: 1 ,14 1 ,6t).ri.1 i is INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 10 ) PEi N (216)431 -3670 V Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ` 'C\PC'P t \f-P G i vN-A 1 ' P41 Inspector: O Date S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of In_s c c JS -Pc-t) t ■+' Ck_ 4.'s vVit i ' - f -II 4 r - -i-va vn `}SSA- \ Jo Li-- o ttouv ■.r, •• Special Instructions: I c l)o'kS i+.. Coy% — Gir►r Phone No: t ' ProJ T1V ' at4 r. T-rvt c, Type of In_s c c JS Address: \4 t L A l A J C Date Called: - 7-# 7 -6-024 .. Special Instructions: Date Wanted: - 7 `.1to-0 1-1 a.m .m. 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 (20.)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: ll $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: o. Inspectiop: 'l G{ } II C� Uhi� S , G9 1 4,,,P �-7 ` I Date Called: 1 Special Instructions: Date Wanted: ,v ico / o4 O L. 4T? V c c lJ • Requester: ,./ZC.'Yi i ' Phone No X53 ff o-c } c . , v-e,I A,-,.. r -. - 4- -0s+ rAt rp. i r r� �- - ��,,-,,l 1"0 Proj ct: 7 -- Type H (161 �2!1/)(c-e e/ o. Inspectiop: 'l G{ Add n o 4151 4v s Date Called: 1 Special Instructions: Date Wanted: ,v ico / o4 m. Requester: ,./ZC.'Yi Phone No X53 ff o-c INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7 3 PER NO 206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: ` b � !� Date: - 1 - 6)- 10 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: Proj : i k) &C Tt(440 M, Type of Inspection: (1�e L.�-- Ad e ss. V 1( • — I Date Called: Date ` , 2i c V Spe�ial Ingtrutctions: Date Wanted: R. Requester: Phor}e7No . 2 20- ! 5 ;....: ........... ,. 4.:. a: i is INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . 06j)/; PER (206)431 -3670 Corrections required prior to approval. COMMENTS: U V\ . NA s I (n -2 ) ( LO (n 7 ( __Nro pc( i —r Inspector: j gb, Date: r2 I - 0 1 - 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: I. � r 1�'C-tr 4 rct. Q p ru 1 Y`eI v t r-,94 c k r`a\ ` 1r 4 wt A--e s'\ t cn 3•) l....)y .4= t n &)u) ,- 1 - e, ∎ 1 c 60'1 -.r, ,, l \CDc)Ili` U) 41 Phone )21z5.-3 D 20 2 -) Uv t 4. s loci el rJ - 7 ' vJ+ c0VV .. \17'4- . A l)-\- `∎re 4- `t N A'I.nr - c,ch..e Cop, era J sir 1 U).. - 1 \ \L V C4rvPP V If 1- Pr f V VC..�p T c �/' Type of Insp��Lion� bate Called: T //4T7'1 r Date Wanted: a, Address: 0 `�T i� s f' V ,.. r1 � � � Special Ins rutdons: Requester: /] Phone )21z5.-3 D 20 r� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OP TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 ' • t)6.3-:a73 PER NO. I ,41 206)431 -3670 Ell Approved per applicable codes. Corrections required prior to approval. Inspector: 'D` Date: 1 _ 19 , 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: COMMENTS: Type of`Infpkcfia t • lnli.Ji ! t L-4r( I .., & = . 1 T Y n i k ( / I A / / 4 t9 — C 9 i 7 / --- A pp k iVen0 W,l' (I b611-•r d ( b I ' r m. r ate&`J j Gtr r • r P r ect: Type of`Infpkcfia t • lnli.Ji ! t L-4r( I .., & = . i t, 4 1 T. digs dQ / ,s q0 c/ ci Ave S Date Called: 1 -/o 4 Special Instructions: f 511; l G l � I ►/St, — A �� Date Wanted: � / 9/c m. Requester: Phone No: _ Co- 37a -g3t/ "3 1 INSPECTION NO. 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. INSPECTION RECORD Retain a copy with permit PERMI Air Date: 7-- 7 -d- '47.00 REINSPECTION FIE REQUIRED. Pri r to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Cail`to schedule reinspection. Receipt No.: 1. Date: Pr sect: i "-> n ca�Q j 4 Type of Inspection: . I /IA- . (icy ,(� (.(,) Ad s: L Date Called: Specill I structions: ` Date Wanted 7 ( D Li 'Lir: Requester: Pho 0 7? I ,, / 1Z 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. Corrections required prior to approval. COMMENTS: ( (Pr Date: - 47.00 REINSPECTION FEE REQUIREIi. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ector: Receipt No.: Date: k {ir.„6t� -SY Pr •ect: I \) mot, ri 1 ejt c.P {fit Type of Inspection:, K , are (( ,�.� .Q, dr ss S t- �� �' --- , Da: Called t� o L/ Speci 1 Instructions: ' Date Wanted: Requester: �/ Phone No: �� \\ � ) t 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. Corrections required prior to approval. COMMENTS: Date: '? - 1 - may $47.00 REINSPECTION FEE REQUIRED. l3rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr ct: Type # Inspecti n: A dr ess . 4 - Date Called: i} SpetiaP Instructions: Date Wanted: 'Requester: .. Ph ne No: - b - ( Jis' INSPECTION RECORD 1 _ Retain a copy with permit PER INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20•)4 1 -3670 `Si-Approved per applicable codes. O Corrections required prior to approval. COMMENTS: (c � c: . \ A - — A (,n ti1 J 1 Ins eder: c a-JC-Ai Date: / ) y r � $ )00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P oject: .:3 ,t- ,� - T 1� r e Typ f Inspection: - i 714 . Ad ress: 1 b Li I --- A Date Cblred ` .?n ° Spe structi Date Wante� 7 n1 �� p.m. Requester: i I/L . Phone No:- 0- bq 15 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 M Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PER (206)431 -3670 El Corrections required prior to approval. COMMENTS: �i�S Is k I (�� G5 r,� 45 ?l F 062- .%4 s u L.A T , tr (a D p reJec9 - e cr,", 1 io-fe Date: 7_ r_ "5' 47.00 REINSPECTIOtI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P ject: Type o ps y ction: \ Address • Li "' Itltlt Date C / S ecial I structions: D ate Wanted: 2 a.m. Requester: Phon o t./ ,'�� �:�.Sa�.alii4't ✓.iS fA+i.Sz:iD�'Y.e 1a..ey.':i.u„?�::�. :ri��:iv::'.1S'.:i'i; INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERM! 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: . )4 A( ow e�e�r Inspector: Date: (.0 8_ °L I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr 'ect: I Vell/i TO t e Alf Type of•Ins ection: Am % A dress Date Called: _ Speer I Instruction : Date Wanted: a.m. Requester: trti'� Phone No: '' 5 3- q-„2 D-- 69 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ')\ Ar I V\ ocf 7 Inspector`: Date: oct $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: 1 Z • W 6 J U O 0 U D U) W � U)w w J u_ = • a w Z = W • O W U � co 0 I— W W • 0 ti. O Iii U= O~ Z P ject: t �� ii'T4a te. Type of Inspection„ ; t,t (( I , A dress: 1 io Lk ko.c. Date Called: / Special Instructions: Date Wantec: �,( .,e 7 °c( a 64343.m Requester: Al LIDO a Phone N . 4 _ XX- -(7-11 b INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0.3 PE (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 1A( "A Date: �o 04-) $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 =cY: __.,..r- Type of Inspection: Address: it cioy V/ 19X-5 Date Called: % —.a3 ,() Special Instructions: Date Wanted: /O --,2y _� �a.m,, p.m. Request Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PER INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 Corrections required prior to approval. ' COMMENTS: ( T9 WW4t t( h� 1) v S 1 V" \CYJAA't t A t Inspector: Date: 1 - _U E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj c :: L _� // (th:( 7 !7( zee / (i Z Type of Inspection: /•' /,�� 7}, -... eelez_ i[ C/v , -lz -,,, //, Address: !/ / W () '4 // ` AA SO, Date D Called: • ? -) Special Instructions: Date Wanted: l- 2c/- a.m. `N.ni Requester: Phone No: S INSPECTION RECORD Retain a copy with permit lii)3,?.5 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: U p\;-‘) Cv I t^ rrA 623 Inspector( A ;11 , 0 Date: 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z CC 111 JU 0 0 co w J_ w w u_ ¢ i I... W Z = fr- Zo w U L] F- LU w LL t \ z ..Z U= I r Z Pr'ect: 1 -10 ie _ Type of Inspection: • i'141 . A ress: 0 �i/ 6 lyco /J Date Called: 6- LI'L Special Instruct o s : Date Wanted: 6 -97 -04 a. m. Requester: Phone No: , /�, :00- - f,� '",PM INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: INSPECTION RECORD Retain a copy with permit Uv‘sA, (ft I G,\a o 3 4)0( • I c V l Gt I f/1n — 61.001'0 l/ f C (I ( vCA`s }Op 1' Pl PERMIT (206)431 -3670 N Approved per applicable codes. Ei Corrections required prior to approval. Inspector 99< Date: -c),)- $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: Ti f U vN i A 5 (0 I G1 v. d (n 3 T y e of Inspeetio _ , 1 t c 1 �. J &l Ad r s ( r \Jr4 -`- 5a.r,, l,n !l WA t � k D e Called. Lp (/� - 1 -r{t r� r ► l k ),.} c � ^ a S p eci I I structions:s A tli Lil C4 tACtor 60 - ‘. 1 .. _ eSA"eVor kA C,iIC _ � m ` � p.m Requester ` ✓ C5V ''\:) - aohcli(OCI — C- P hong)N DU — "1 ' 2 3p ) ro \)\ 0- c t ro .Q- r( '� (A►k t p Pr t : Ti . T y e of Inspeetio _ , 1 t c 1 �. J &l Ad r s ( r . .s. D e Called. Lp (/� bLI S p eci I I structions:s • Date Wanted: p 'b � m ` � p.m Requester ` ✓ � a-T. P hong)N DU — "1 ' 2 3p 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 (206)431 -3670 ,'Corrections required prior to approval. Inspector.- . Date: to,_ -01/\ 7al s�,* i1��a�vw7ikritid «Y).�a:i:{ na "tip.1.'li.t:S $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: �I ^ �y t N t �� �•/ ( i t �c 7{ i , e Type t I ns ection: f ,,,��, ( � i� fi".�%i Date Called: . -S(1'7(O`f• Vi m, Date Wanted: 20 (( (( p`•1fi ) ddres : � LAL'. L t i valfi , \C) A 0 Special Instructions: Reques ,y ./� L 1Z1 �' G C)w;) Phone S S' 30/9 U`7 /�� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit PE TN (206)431 -3670 Corrections required prior to approval. COMMENTS: 7 Inspect Date: 3, $47.00 REINSPECTION I E REQUIRED. Prior to inspection, fee mu t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: S z �z W 6 U O 0 NO (/) W J H W O 2 J u_= W Z �- Z W 0 CI— WW H0 LIZ �Z co o � z Pro,�'er• , Fz 2 2UT "/".r C.0 Type of-Inspection: "f — 44,15 • • ,/11 /6 Address: / Y a / r4 Date Called: / - a3 - e l . Special Instructions: 1 )-.1 yid - v cT .30 Date Wanted / • / - OY .�� P.m. Requester: Phone � 3) u.'0‘ _ e)20 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. 0 Corrections required prior to approval COMMENTS: 11 _OW El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspectoni Date: ' 02.1 Receipt No.: Date: 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: 12 ► —/.f12-f 0,-I " r�.�Z�� U ,.l c� Site Address: 1 444¢ ' 4I h � �.Jc. S . i 14- 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) CITY OF TUKWILA B. ❑ Component Performance Approach — W.S.E.C. Chapter 5 (submit documentation) APPRmf_D C. P Prescriptive Option — W.S.E.C. Chapter 6 (for prescriptive, complete the following6 latign) 003 House Square Footage (heated space): . _ AS NOiEt) X 20 BTU /h Heating System Installed, (check system type below): 1. [r Electric Resistance 2. ❑ Electric (forced air) 3. ❑ Other Fuels (gas, heat pump) I FILE COPY 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. [r Prescriptive Ventilation Options - W.S.V.I.A.Q. Section 303 (select one of the following): 1. Er 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. ❑ 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.: 1)0 J2 �✓ Maximum BTU of Heating System Output .FM.Z4.i . RECEIVED CITY OF TUKWILA SEP - 4 2003 PERMIT CENTEt DWG ice nSU tromrs+r.... 6.Hr4a+..kiw{(`61i Floor Area, ft2 Minimum Flex Diameter Bedrooms Minimum Smooth Diameter Maximum Length Feet 2 or less 3 4 5 6 7 8 70 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 1501.2000 :' ';'65- . ' 98 . : 80 ; ` .. 120 • • 95. ' '143 1'10 ` 165 _` 125 : 188• : : 210 155 .233'' 2001 -2500 .. 70 105 85 128 100 150 115 173 130 195 145 218 160 240 -1.2501 -3000 70; - 75'. `.1.13 '.. 90' :135 :105'. 158 ' 120` 180'' • 135., ` 203. :225 • 1 ' `248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 `..'• 35014000 ' 85 128 ::100 ' 150. 115 :T73 " : 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';. t "203 ' : 150. .225 = '165 .• 248' ;180 , '•270': 495 i,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 ' ' 1 45 ` ;218 160": ; 240 ` 175';. 263 "190 ` 285, 205: ..308. 220'::5330::;235 .:,353 Fan Tested CFM Q 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 : .G ; : . 50 6 inch No Limit 6 inch No Limit 3 0 .. - 4 :inch .. NA . , 4"inch, , 20::i -' '. .. 3 _ ..., 80 5 inch 15 5 inch 100 3 80: • 6`inch • 90 6 inch'.. . .. ;No Liriiif . . . 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,in h :. r.,.. A• ':No:Li t ' .., . N.. , .. kfs��ci.�. ��;fi1+.�iinEr�• Effective: 7/1/02 v, iYv�J. � Gti ttr€�t+r•�Sa�Y.c,*.tl �kixi*i'ti. '.k 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. 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING MICRO COM SYSTEMS LTD. ATTENTION Ls n The next image may be a duplicate of the previous image. Please disregard previous image. Please disregard previous 2 images. Please disregard previous 3 images. Other: Floor Area, ft2 Bedrooms Minimum Flex Diameter 2 or less 3 4 5 6 7 8 50 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,,'.' :; :, :'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 -2000 ;'' '.: 65 '': 98 .. ' 80 • 120 ' 95 -: 143: '110 165 ' ..125 . 188 :.140 '. .210 155 233 2001 -2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 ' '75• - : ;113 '• 90-. 135 : 105'. 158 120 180 "135: `.203 150. ` 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 `•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:. • 203 150 225 '.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 ` 21 ;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 s> 9000' : , '. - : .`218 .160' . 240 175:... 263 190 • 285 ` 205: 308. 220' , :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 '50, -`` ' : ' '..90' .'5 inch' - .100. 3 ... 50 6 inch No Limit 6 inch No Limit 3 ; <80 ' : inCh . . I NA .' :: . .. .4'inch. 20. 3 80 5 inch 15 5 inch 100 3 ^'. °' ° a `:80 . .. "6',inch 90 6 inch ' . - No Limit 3. 100 5 inch NA 5 inch 50 3 . 100 -;:'. t, 6' inch' . . 45 . . • .6 'inch . .No:Ltmit 3 125 6 inch 15 6 inch . No Limit 3 .?,'?.• .125 7 inch:. 70 7 ..inch, , . . 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 for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. 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 -3 PRESCRIPTIVE EXHAUST DUCT SIZING J y/t. r�lt1'..lu! tit , 13 A'19,* *y' •a . 1- ! k ie''n lti:.Plf.9r'.v4Ktv , wSA«LM -+ '.. WIMPIWIIIS • 09/02/2003 16:58 4 d TRIATX,1 ., ___ ,. 2065277 n • • • nr”..*.annn:r-..... EVERGREN PAGE 02 • Y, ,._5?. efer.ef efitk kootr; z re 2 __S ..... / 0 - 0 0 K 2■:o .. #400 Z ° •.? '-/ 6 n -1 0 O 0 w w LLI i -J 1- .1•T••• ••■•••••••••••••■•■•••••■■• g 7./ UM < I a i _ m ui 1-- o +Ayz 4rit : ._, 4 k ,... _.„,........._. 4,- d.iwt /10rie d-rihr z 1- Ili uj 2 D .. __Z _ .. _19 , ':*) ( D a• O • ( A• 11 . --4 °all.° , 7$6. .. ...0./...? 0 1._ w L a I 0 U- r -- 0 o 1- iAr Agy •4 a' ' • g " 14 a_ 4 1 4 1? Z Ld titer? PT 7 5 drz.9 A/At /1 ek c rre r'=" 4 Axdtie- #.4? eyivet.0 _77__,,.,■eAsovx. F.444, ›rALet- dIerxermya- PROJECT MANUAL SPECIFICATIONS 1 for the RENOVATION OF FILE COPY 11 ! P I. IA _ e ;V WO 930 18 Place North • -A-ttktfft • 11 -445-Piek-efiftg-StFeet--- a a■ OA • • • • • • • • RIVERTON TERRACE — 30 units 14440 — 41s Avenue South Seattle, Washington Dtkiletiviep A, 13, L- D, e a444 OWNER: King County Housing Authority 600 Andover Park West Seattle, WA 98188 ARCHITECT: Tonkin / Hoyne / Lokan Architecture and Urban Design 204 First Avenue South Seattle, WA. 98104 (206) 624-7880 August, 2003 • n re CATY Of TUKIVIA APPROVED SEP 1 1 2003 As WAD tiVG FicAt* RECEIVED OITY OF TUKWILA SEP 0 5 2003 PERMIT CENTER - " -- POk a - 2-15 +lux 10)-vib KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE DIVISION 0 — 00020 00300 00410 00480 00490 Bidding Information, Contract Forms, and Conditions of Contract. Invitation to Bid Bid Form ( sample included herein 6 Bid Bond Non - Collusion Affidavit Statement of Non - Discrimination Verify Div, 0 wIKCHA 00500 Agreement Form ... . 00610 Performance and Payment Bond 00700 General Conditions 00810 Progress Payment, Retainages and Final Payment 00815 Supplemental General Conditions Prevailing Wage Rates for King County TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS TABLE OF CONTENTS 01000 Schedule of Drawings 3 01010 Statement of Work 9 01027 Application for Payment 2 01028 Proposal Request & Change Order Procedures 5 01030 Contract Time 3 01060 Regulatory Requirements 1 01070 Abbreviations and Definitions 7 01100 Base Bid and Alternate (& Unit Costs) 3 01150 Environmental Procedures 7 01200 Meetings 1 01300 Submittals 4 01350 General Installation . 1 01370 Schedule of Values 1 01400 Inspections and Tests 3 01450 Quality Control 2 01500 Temporary Facilities 2 01600 Material, Equipment and Product Substitutions 5 01700 Project Close -out 5 01720 Project Record Documents Table of Contents - 1 Table of Contents 1 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE Table of Contents DIVISION 2 - SITE WORK 02080 Hazardous Materials 1 02210 Selective Demolition 7 02700 Pipe Penetration Sealant 3 DIVISION 3 - CONCRETE 03100 Concrete Formwork 3 03200 Concrete Reinforcement 2 03300 Cast -in Place Concrete 4 DIVISION 4 - MASONRY None DIVISION 5 - MISCELLANEOUS METALS 05500 Miscellaneous Metals 4 DIVISION 6 - CARPENTRY 06070 Wood Preservative Treatment 3 06100 Carpentry at Site 6 06200 Millwork 3 06400 Cabinets 5 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07200 Insulation 3 07600 Flashing and Sheet Metal 3 07900 Sealants and Caulking 4 DIVISION 8 - 08100 08200 08210 08500 08700 DIVISION 9 - DIVISION 10 10200 10800 10900 DOORS AND WINDOWS Door Frames 2 Wood Doors 2 Fiberglass Doors 2 Vinyl Windows 3 Finish Hardware 7 FINISHES 09250 Gypsum Wallboard 09550 Carpeting 09650 Resilient Flooring 09900 Painting Table of Contents - 2 3 5 4 10 - SPECIALTIES Louvers and Vents 1 Toilet & Bath Accessories Miscellaneous Specialties 3 2 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE Table of Contents DIVISION 11 - EQUIPMENT 11400 Equipment and Appliances 2 DIVISION 12 - FURNISHINGS = z 12500 Blinds and Shades 1 'rt W DIVISION 13 - SPECIAL CONSTRUCTION v 0 13281 Asbestos Removal and Disposal 27 N W LLI DIVISION 14 - CONVEYING SYSTEMS None w O DIVISION 15 — MECHANICAL Q L i . 15000 Mechanical Requirements 4 co d I- w DIVISION 16 — ELECTRICAL z �. 16000 Electrical Requirements 5 z 0 w 0 O N 0 ** *End Table of Contents * ** w w F-� O .. w U S, O ff ' Table of Contents - 3 Z KCHA SECTION 00300 PICKERING COURT BID FORM BURNDALE HOMES RIVERTON TERRACE TO: FOR: BID FORM King County Housing Authority 600 Andover Park W. Seattle, WA 98188 -3326 Burndale Homes 930 18 Place North Auburn, WA Pickering Court 445 Pickering Street Snoqualmie, WA Riverton Terrace 14440 41 Avenue South Tukwila, WA Due: Thursday, September 15, 4:00 PM Having carefully examined the drawings, specifications and other Contract Documents entitled `Burndale Homes ", "Pickering Court", and "Riverton Terrace" as well as the site and all existing conditions and limitations affecting the work and having performed such site investigation, testing and analysis as may be necessary to become fully familiar with the existing conditions and limitations, the undersigned, in response to the Invitation for Bids and Instructions to Bidders, proposes to perform all work and furnish all labor, materials, equipment and other items required for and to complete the work called for by the above named documents for the following price: BASE BID: Part 1: Burndale Renovation: All costs for labor, equipment and materials to Renovate the Burndale Homes Housing Project complete as herein specified. Basic Bid Total Cost (excluding Sales Tax) Lump Sum Base Bid Price: ($ ) dollars (figures) 00300/1 KCHA SECTION 00300 PICKERING COURT BID FORM BURNDALE HOMES RIVERTON TERRACE Part 2: Pickering Court Renovation: All costs for labor, equipment and materials to Renovate the Pickering Court Housing Project complete as herein specified. ~ w Basic Bid Total Cost Q: (excluding Sales Tax) - co o LLI Lump Sum Base Bid Price: ($ ) dollars w Part 3: Riverton Terrace Renovation: All costs for labor, equipment and materials to Renovate the Riverton Terrace Housing Project complete as herein specified. = a Basic Bid Total Cost (excluding Sales Tax) Z f' O z (- Lump Sum Base Bid Price: ($ ) dollars 11.1 0 (figures) U ON 0 F- wW I-U U- O ..z w = 0I Part 4: Combined Bid: (figures) All costs for labor, equipment and materials for a combined bid should the three (3) above stated projects be awarded to one Contractor: (Combined Bid Total may be less than the additive sum of the three separate projects). Basic Combined Bid Total Cost (excluding Sales Tax) Lump Sum Combined Base Bid Price: ($ ) dollars (figures) SALES TAX None of the sums stated in the foregoing include Washington State Sales Tax. All other applicable taxes that the Contractor is required to pay shall be included by him/her in his/her various bid(s). ALTERNATE PRICES: The undersigned agrees to perform additional work called for under the contract if so requested as set forth herein. At owner's discretion, failure to provide prices for any of the items listed will make this proposal non - responsive. If any of the following alternates are not included in the Owner - Contractor Agreement, the undersigned agrees to hold these prices for duration of the construction contract. 00300/2 r avices�1 ' 7�Y$;usi`su�Sc+�'k4%s:�+ z KCHA SECTION 00300 PICKERING COURT BID FORM BURNDALE HOMES RIVERTON TERRACE Bid Alternates (Additive and Deductive Alternates) Number and Description Refer to Section 01100 for complete description of all alternates. Additive Alternates: Burndale Homes: Additive Alternate #1 - Add seismic beam/column connection upgrade at crawlspace structural posts per Detail 10 /S.4.0 at all existing interior post locations. Riverton Terrace: Additive Alternate #1 - Add seismic beam/column connection upgrade at crawlspace structural posts per Detail 10 /S.4.0 at all existing interior post locations. UNIT PRICES The undersigned agrees to the following unit prices for additional and/or reduced work that may be requested by construction change order. Failure to provide prices for any of the items listed will make this proposal non - responsive. Burndale Homes Unit Prices: Unit Price Description 1. Base bid assumes plywood subfloor removal at unit kitchen, bath and laundry area as indicated on drawings. In the event that the existing condition of plywood subfloor is deemed adequate at areas scheduled to be removed, OR: If additional damaged areas beyond those scheduled are found: Provide SF cost for additional or reduced area of plywood subfloor replacement including replacement of existing floor insulation with new insulation: 00300/3 Price per unit /SF KCHA SECTION 00300 PICKERING COURT BID FORM BURNDALE HOMES RIVERTON TERRACE 2. For bid purposes, assume ten (10) existing crawlspace openings require repair per Detail 10 /S3.0 and an additional ten (10) existing crawlspace openings require repair per Detail 14/S3.0. -- -• w In the event that other crawl space ventilation openings require 6 additional repair beyond the work indicated in the base bid o and the site plan, provide unit cost for repair per opening co 0 based on the following: w = J H Unit cost per opening per Detail 10 /S3.0 /opening w 0 Unit cost per opening per Detail 14/S3.0 /opening u co ? ►- Riverton Terrace Unit Prices: 1- O z F- LU Lu Unit Price Description Price per unit ? o 0 c 3. Base bid assumes plywood subfloor removal at unit o F - kitchen, bath and laundry area as indicated on drawings. = v L In the event that the existing condition of plywood subfloor z is deemed adequate at areas scheduled to be removed, U 0 OR: If additional damaged areas beyond those scheduled are found: Provide SF cost for additional or reduced area of plywood subfloor replacement including replacement of existing floor insulation with new insulation: 4. For bid purposes, assume ten (10) existing crawlspace openings require repair per Detail 10/S3.0 and an additional ten (10) existing crawlspace openings require repair per Detail 14/S3.0. In the event that other crawl space ventilation openings require additional repair beyond the work indicated in the base bid and the site plan, provide unit cost for repair per opening based on the following: /SF Unit cost per opening per Detail 10 /S3.0 /opening Unit cost per opening per Detail 14/S3.0 00300/4 /opening • r z KCHA SECTION 00300 PICKERING COURT BID FORM BURNDALE HOMES RIVERTON TERRACE OVERHEAD AND PROFIT: All proposals listed in this bid form (including base bid and unit prices) include overhead, profit and all other expenses necessary to complete the scope of work. Overhead and Profit not to exceed 15 %. = w w PAYMENT AND PERFORMANCE BOND U If written notice to proceed of the acceptance of this Bid is delivered to the undersigned co 0 within sixty (60) days after the date of opening Bids, or any time thereafter before the Bid J is withdrawn, the Undersigned agrees that he /she will execute and deliver a contract in co u_ the form attached as required by the Contract Documents, in accordance with the bid as w 0 accepted and that he /she will furnish Payment and Performance Bonds as specified, with g good and sufficient surety or sureties, naming such parties as the Owner may designate, u. all within five (5) days after the prescribed forms are presented to him/her for signature. = w z= BID GUARANTEE !— It is agreed that if the Undersigned fails to execute said Contract and furnish said Bond w o within five (5) days after written notice of award of the Contract, then the Bid Guarantee 2 0 shall be retained by the Owner. If this bid is not accepted within sixty (60) days after the v to time set for the opening of bids, or if the Undersigned delivers said Contract and Bond, o � - then the check or cash shall be returned or the Bid Bond shall become void. w I- CERTIFICATION OF NON - SEGREGATED FACILITIES: u z The Undersigned certifies by submission of this bid that he or she does not and will not v z maintain any facilities he /she provides for his /her employees in a segregated manner, or p ( - permit his or her employees to perform their services at any location under his/her control z where segregated facilities are maintained, and further that he will obtain a similar certification prior to award of any non - exempt subcontract Bidder acknowledges receipt of Addenda No's.: initial Respectively submitted: Bidder: Signed: Title: Address: City /State /Zip: Washington State Contractor's License No. Telephone Number Date: 00300/5 .`?.. x� .& w' :.v �'`.L�^'�iau�..4 'x�, i ..v:e'4wlucnsw .w •:. .» � . ,nw e.. ..m,w - r t+.i� y} , lro .. ^ w• r,. KCHA SECTION 00300 PICKERING COURT BID FORM BURNDALE HOMES RIVERTON TERRACE List of Additional Partners or Corporate Officers: z NAME TITLE ADDRESS w 6 J U 00 co 0 co LiJ J F— w0 w., g Q 0 I d Note: i • 1. If the bidder is a co- partnership, so state, giving firm name under which business is Z transacted. z w 2. If the bidder is a corporation, this Proposal must be executed by its duly authorized 0- 0 f— w W 3. The bidder agrees, by submitting a bid under these specifications that in the event any �0 litigation should arise concerning the submission of bids or the award of contract under this Specification or Call for Bids, the venue of such action or litigation shall be v in the Superior Court of the State of Washington, in and for King County. Why are t= 0 we including this? I've never seen it before. Does it coordinate with the general and z supplementary conditions? officials. If no bid is submitted, please return bid documents to the Printer. The Owner intends to accept the lowest responsive qualified base bid and reserves the right to reject any and all bids and the right to waive all irregularities or informalities. Contractor shall receive lump sum payments less retainage. Payment requests must be submitted on AIA forms for approval. A 10% retainage will be held until receipt of all project close -out documents and an appropriately documented invoice and the satisfaction of applicable code and legal requirements. Final payment will not be approved until such documentation as required is received by the Architect. Why are we including this on the bid form? I don't think we normally do. END OF BID FORM 00300/6 ...a 's::..._( ........ ..,:..„...,s.....:F..,�t.t ;.._w .+r6,..,.:..::Y•:'i �ltl,urF»tiai_ti��ia': %:�>2w�Yff t2:itik..�r iSw`+n�k::, �fm l` c >N`P { k Rw'.i i.;47,fd3+,ii'4- KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 ENUMERATION OF DRAWINGS Following are the drawings (three separate sets) which shall form a part of this Contract: BURNDALE HOMES: Sheet No. Description A00.1 Title Sheet A00.2 General Notes A11.1 Existing Site Al2.1 Site Details A20.1 Unit Plan A A20.2 Unit Plan B A20.3 Unit Plan C A20.4 Unit Plan D A20.5 Unit Plan E A21.1 Building 1 Plan A21.2 Building 2 & 3 Plan A21.3 Building 4 Plans A21.4 Building 5, 6 & 7 Plan A21.5 Building 8 Plans A21.6 Building 9 Plans A21.7 Building 10 Plans A62.1 Interior Details A80.1 Interior Elevations A80.2 Interior Elevations F1.0 Building 1 Existing Foundation Plan F2.0 Building 2 & 3 Existing Foundation Plan F3.0 Building 4 Existing Foundation Plan F4.0 Building 5, 6 & 7 Existing Foundation Plan F5.0 Building 8 Existing Foundation Plan F6.0 Building 9 Existing Foundation Plan F7.0 Building 10 Existing Foundation Plan S1.0 Structural General Notes S3.0 Concrete Details S4.0 Wood Framing Details E10.1 E20.1 E20.2 E20.3 E20.4 E20.5 Symbols and Abbreviations Unit A Electrical Plans Unit B Electrical Plans Unit C Electrical Plans Unit D Electrical Plans Unit E Electrical Plans P01.1 Domestic Water Service P0.2 Schedule 01000 - 1 SECTION 01000 SCHEDULE OF DRAWINGS KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE PICKERING COURT: Sheet No. Description A00.1 A00.2 A11.1 A20.1 A20.2 A20.3 A20.4 A21.1 A21.2 A21.3 A21.4 A21.5 A21.6 A21.7 A21.8 A21.9 A21.10 A21.11 A21.12 A21.13 A50.1 A62.1 A80.1 A80.2 Title Sheet General Notes Existing Site 1 Bedroom Unit Plan 2 Bedroom Unit Plan 2 Bedroom ADA Unit 3 Bedroom Unit Plan Building 1 Basement Plan Building 1 Plans Building 2 Basement Plan Building 2 Plans Building 3 Basement Plan Building 3 Plans Building 4 Basement Plan Building 4 Plans Building 5 Plans Building 6 Basement Plan Building 6 Plans Building 7 Basement Plan Building 7 Plans Exterior Stair Plan, Section, Elevation Interior Details Interior Elevations Interior Elevations S1.0 Structural General Notes S3.0 Concrete Details S4.0 Wood Framing Details E0.01 Symbols and Abbreviations E10.1 Symbols and Abbreviations E20.1 1 Bedroom Unit Electrical Plans E20.2 2 Bedroom Unit Electrical Plans E20.3 2 Bedroom ADA Unit Electrical Plans E20.4 3 Bedroom Unit Electrical Plans 01000 - 2 SECTION 01000 SCHEDULE OF DRAWINGS ..a KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE RIVERTON TERRACE: Sheet No. Description A00.1 Title Sheet A00.2 General Notes A11.1 Existing Site A20.1 2 BR Unit Plan A20.2 3 BR Unit Plan A20,3 4 BR Unit Plan A20.4 5 BR Unit Plan A21.1 Building A, C & F Plan A21.2 Building B Plan A21.3 Building D Plans A21.4 Building E Plan A62.1 Interior Details A70.1 Window Details A80.1 Interior Elevations A80.2 Interior Elevations F1.0 Building A, C & F Existing Foundation Plan F2.0 Building B Existing Foundation Plan F3.0 Building D Existing Foundation Plan F4.0 Building E Existing Foundation Plan S1.0 Structural General Notes S3.0 Concrete Details S4.0 Wood Framing Details E10.1 E20.1 E20.2 E20.3 E20.4 Symbols and Abbreviations 2 BR Unit Electrical Plan 3 BR Unit Electrical Plan 4 BR Unit Electrical Plan 5 BR Unit Electrical Plan P01.1 Domestic Water Service P01.2 General Notes and Details P01.3 Schematic Risers, Typical Units ** *End of Section * ** 01000 - 3 SECTION 01000 SCHEDULE OF DRAWINGS 4141:44.144' GC/� roM1..°: ��qa�. i .::,fn:tc9.'CdwkaGih7ddis;Jit:s i, .? .;,.jitr:'`ti? KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL A. Perform all work required on plans and specifications for the renovation of residential units at King County Housing Authority housing developments at three separate sites all located within King County, Washington. Each project is located at the site listed on the cover sheet of the Construction Drawings. A separate set of drawings is provided for each project site, however the Project Manual is applicable to all three projects. B. The work of this contract consists of accepting the site in its existing condition at the date of this Contract, completion of all work, demolition and new construction shown or specified, all in strict accordance with the drawings and specifications. C. Where an item is shown on the drawings but not specified in detail in the technical specifications, use the best industry standard for this item. Submit product data to architect for approval. D. See Section 01100 for description of Alternates and Unit Costs. 2.0 EXTENT OF WORK : I enovation work includes, but is not limited to: Complete demolition of interior finishes including flooring, GWB, ceili m, plumbing fixtures and piping, electrical service, fixtures, outlet s Materials — Buildings and units are reported to co ssume all existing conditions to contain hazar otherwi known and tested. See Hazardous M is not limited to: S ring, interior tri appliances urnished ad i a. wi b. Hazar materials. unless of Section. c. New work includes, b upgrades, wall finishes, painting, cabinets, appli (FOIC), ventilation, plumbing up replacement) and electrical wirin d. Furnace replacement provided programmable thermostats per this contract. er separa uctwork insula 01010 - 1 SECTION 01010 STATEMENT OF WORK nd in hazardous us materials real Specification elec structural and carpentry , interior doors /frame hardware, Owner and installed by Contractor /fixtures (complete plumbing system ting and fixtures. contract, however new and other work to be provided 2. Major specific scope o ork items include, but are not limites •, the following: a. General — The fisting unit interiors shall be "gutted" to exists wood stud framing to a ommodate new interior doors, trims and finishes thr. shout; total replace t of the existing plumbing system; total replacement of the : ectrical/ lights ' systems including indicated upgrades, e.g. the hard wire installati. . of n (FOIC) smoke detectors. KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE g. 3) j. D 8) Install beam -to- column tie crawlspace beams. Millwork - New millwork all interior doors and the int: or s 01010 -2 SECTION 01010 STATEMENT OF WORK Work in crawlspace shall be as indicated and shall include a final cleaning o all debris (both existing and that resulting from the renovation work). Follow g the clean -up install a new 6 mil (minimum) poly sheeting barrier at grade. c. ' enovation of two existing one - bedroom units to serve as accessible un s. Site rk shall include new accessible ramps for accessible units. Provid interiors sp ial modifications to achieve proper clearance. d. Con • ete — Repair concrete where indicated on plans. Install new ' oncrete where indica d on plans. e. Existing oor finishes, underlayments, pads and mastics shall . removed and replaced t oughout. f. Carpentry — 1) Perform ' ming modifications to accommodate the •difications and upgrades in icated on the plans. 2) Reframe closet door openings where indicated on . ans. 3) Remove and re lace rotted plywood under bathr ' oms, laundry rooms and kitchens. Inspec 'oists for rot and replace tho • requiring replacement. At contractor's option . nd expense, additional s . flooring may be removed to provide access for w rking in crawlspace ( w replacement plywood subflooring and insula on shall be install d wherever plywood is removed). 4) Structurally anchor sill ate to foundati.n wall per structural. 5) Blocking for towel bars, or stops, et' shall be installed while framing cavities are exposed. 6) Replace all existing crawlspace ve s as indicated on plans. 7) Remove existing crawlspace ti• -r posts with rot on the bottom. For bid purposes, assume all perimeter • .ts require replacement. Replace with new pressure treated posts and pro ide ctural connections per drawings. Extend concrete footing pee stal per tructural. each side o the top of the posts that support the be installed t • ughout, including trim for all ide of all exterior ntry doors and windows. h. Cabinets - New replace ent cabinets and countert .. s shall be installed through- out all kitchens and b. ooms. New upper cabinet hall run up to the ceiling (or soffits where existin i. Insulation 1) Where subfl ooring is demolished and replaced, the ex be replace • ith new insulation. Any insulation remov new plu . ing and electrical installation, shall be replace Existin : insulation may remain where it is in good conditio distur• ed. Drooping, existing insulation in the floor joist sha 2) Wh- e existing wall insulation is removed from existing stud c be eplaced with new insulation. Existing insulation may remain i • good condition and not disturbed ew insulation shall be installed on ducts in crawlspace. ors, Frames and Hardware Remove /replace all interior doors, frames and hardware Re -frame closet door openings and install new sliding door systems. ting insulation shall d, e.g. to allow for with new. and not be resecured. vities it shall where it is KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3) All interior doors, frames and hardware shall be replaced with new per drawings and specifications. k. Finishes - ) Building interiors are to be taken down to existing framing and flo -.ring substrate, and to floor joists where indicated. 2 ) xisting floor finishes (tile, resilient flooring and carpeting) sh. 1 be stripped a d replaced with new, including new underlayment board t ,. ughout. 3) Pr . • ide finishes and trim as indicated on the drawings and i the specs cations. 4) Walls . d ceilings shall typically be finished with GWB textured (orange peel) an/ s ainted. 1. Appliances - - w appliances shall be furnished by Owne • and installed by Contractor. m. Blinds - New Wins . shall be provided throughout at a windows and glass sliding doors. n. Plumbing 1) Provide and install -w individual shut -off v.. yes for each unit. Maintain existing water meters •r each pair of units 2) Replace entire plumbin _ systems, includi ' g replacement of all galvanized pipes with copper and rep . cement of s itary piping in crawl space. 3) Provide new fixtures throu • out, incl : ing kitchen sinks, bathroom lavatories, water closets, tub/ ower urrounds and faucets. o. Heating 1) Furnaces to be (or have been) rep .ced under separate contract including replacement of the existing the o ats with new, programmable thermostats for new furnace. p. Ventilation (fans/hoods) 1) Provide new range hoods ith direct yen ng to outside. 2) Provide new, low sone b broom exhaust .. s on timers with direct venting to outside. 3) Install drier vents wit : hooded vent with back aft damper. 4) Ventilation — Clean :11 existing vents and ducts. q. Electrical (see Heatin & Ventilation) 1) Provide all new firing throughout. 2) Provide standa : KCHA operation of bathroom exhau ' fans on timers. 3) Replace ALL witches, outlets and cover plates. 4) Replace all ght fixtures and add new additional light fix es where indicated ► drawings. 5) Provide '• FI outlets where required by code and common sens practice as indicat; d on the drawings. 6) Insta new owner- furnished, hard wired smoke detectors. KCHA •hall pro de a sufficient quantity of smoke detectors for contractor to in .11. 7) Pr i vide new concealed wiring for telephone, cable and other low volt. le plications as indicated on drawings. Provide telephone wiring to livi rooms and all bedrooms. Provide TV /cable to living rooms and all bedro SECTION 01010 STATEMENT OF WORK 01010 - 3 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE Pickering Court Apartments: Renovation/Remodel work includes, but is not limited to: Major specific scop- o work items include, but are not limited to the following: a Selected removal /replacement of exterior carport structural posts, selec •-d demolition of interior finishes, floor sheathing in selected areas, exte or ors /frames, unit baseboard heaters, electrical fixtures, electrical rvice. b. Ha : ardous Materials — Buildings and units reported to contain ha ardous mate i als. Assume all existing conditions to contain hazardous ► aterials unless othe e known and tested. See Hazardous Material Specifi ' ation Section. c. New wo includes, but is not limited to: Reframing and in : allation of new exterior en ' doors, patch and repair of existing finishes • us new flooring, interior doo frames/hardware, interior trim, deck repa s, painting, cabinets, new appliance (Furnished by Owner and installed by ontractor, F.O.I.C.), ventilation and e haust fans, plumbing upgrades an . fixtures, all electrical /lighting : d fixtures, and "soft heat" he mg units. 2) Major specific scope of w General - All interior fi subfloor and GWB walls and replaced with new in ex a. k items include, but shes to be demolis d ceilings, (ex ting bathro b. Carpentry 1) Existing wood decks and rai ngs hall be repaired with railings reinforced, deteriorated decking replaced . d existing decks /railings sanded and refinished. 2) Reframe exterior door ope ngs a d interior closet door openings. 3) The plywood sub - flooring shall be r: slaced in the kitchen and bathrooms. 4) Blocking shall be instal - d for towel e : rs, door stops, etc. c. Millwork - New trim and • iliwork shall be ' stalled throughout, including all interior trim and exterio trim at the exterior e ' try doors. d. Cabinets - New repla • ment cabinets and count ops shall be installed throughout in all kit' ens and bathrooms. New c..inets shall run up to ceiling (or soffits where e isting). e. Insulation - Wh- e subflooring is demolished, the exi ing insulation shall be replaced with ► ew insulation per current standards. f. Doors, Fram & Hardware - 1) All int; for doors, frames, hardware and trim to be removed and replaced with ew. 2) Th= exterior entry doors, frames, hardware and trim shall b- removed, o• ening reframed, and new door, frame and hardware provid Fin' hes - Provide new interior finishes as indicated, including new nderlayment b ard, indicated floor finishes, GWB, texture and paint. h. • ppliances - New appliances to be furnished by Owner and installed b Contractor (F.O.I.C.) Blinds - Provide new blinds throughout at all windows and glazed door area g. 01010 - 4 SECTION 01010 STATEMENT OF WORK not limited to the following: d down to existing plywood pt GWB to be completely removed ms). ar 1'DY M'hXN,L7 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE umbing — Provide new fixtures throughout, including kitchen sinks, bathroo lay. •ries, water closets, tub /showers /shower surrounds and faucets. Prov' necessa plumbing re- routing, adjustments, connections and accessori s. k. Heating 1) Provide ne rogrammable thermostats throughout. 2) Existing elect' • .1 baseboard heaters shall be replac with new "soft heat" units. Locations a . sizes of new may vary fro existing. 1. Ventilation — clean all exis ' • : vents and ducts rovide new range hoods and bathroom exhaust fans ensurin: • irect venti g to outside. Provide timers for bathroom exhaust fans. m. Electrical (also see heating and v n) 1) Provide wiring as necessa for new ra e hoods and exhaust fans 2) Replace all switches ditlets and cover pla - . Provide new fixtures where indicated. 3) Replace all = fisting light fixtures and install additib al new light fixtures as indicat- : on drawings. 4) Pr, fide GFCI where required by code and as indicated on awings. 5 stall new, hard -wired smoke detectors (furnished by Owner d installed by Contractor). 6) Replace /install new doorbells. 7) Provide new telephone and cable wiring. C. Riverton Terrace: 1. Renovation work includes, but is not limited to: a. Complete demolition of interior finishes including flooring, GWB, ceiling, trim, plumbing fixtures and piping, electrical service wiring, fixtures, outlets and unit baseboard heaters. b. Hazardous Materials — Buildings and units reported to contain some hazardous materials. Assume all existing conditions to contain hazardous materials, unless otherwise known and tested. See Hazardous Material Specification Section. c. New work includes, but is not limited to: Exterior door/hardware and window replacements; selected structural and carpentry upgrades; wall finishes; flooring; interior doors /frames/hardware; drywall; painting; interior trim; cabinets; appliances (furnished by Owner and installed by Contractor); ventilation and exhaust fans; plumbing upgrades /fixtures (complete plumbing system replacement); electrical wiring, lighting, fixtures (complete electrical system replacement); and "soft heat" units. d. Work in crawlspace shall be as indicated and shall include a final cleaning of all debris (both existing and that resulting from the renovation work). Following the clean -up install a new 6 mil (minimum) poly sheeting barrier at grade. 2. Major specific scope of work items include, but are not limited to the following: a. • General - Existing units (interiors) shall be "gutted" down to the existing wood stud framing to accommodate new work and installations. 01010 -5 SECTION 01010 STATEMENT OF WORK ,V /, KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE b. Concrete 1) Repair existing concrete where indicated on plans. 2) Install new concrete where indicated on plans. c. Carpentry on Site 1) Reframe exterior door /window openings and interior closet door openings to accommodate new doors and windows. 2) Replace existing sills, trim and deteriorated framing at windows. 3) Replace rotten wood members below sliding doors at concrete patio steps. 4) Perform framing modifications to accommodate modifications and upgrades indicated on plans. 5) Existing floor finishes, underlayment, pads and mastics shall be removed and replaced throughout. 6) Plywood subflooring is presumed deteriorated in the kitchen, bathrooms and laundry areas and shall be removed and replaced. At contractor's option and expense, additional subflooring may be removed to allow accessibility for working in the crawlspace (new plywood subflooring and insulation shall be installed wherever plywood is removed). 7) Structurally anchor sill plate to foundation wall per structure. 8) As indicated on plans, provide wells to prevent water from entering crawl- space through existing crawlspace vents 9) Remove /replace existing crawlspace timber posts with rot at the bottom. For bid purposes, assume all perimeter posts require replacement. Add structural, connections per drawings. Extend concrete footing pedestals per structural. 10) Install beam -to- column ties each side of the top of the posts that support the crawlspace beams. 11) Provide blocking for towel bars, door stops, etc. while framing cavities are exposed. 12) Sand and seal existing exterior wood decks. Deck railings are to be scraped/ sanded and repainted. 13) Block in kitchen pass -thru. Increase size of opening to the kitchen in the five bedroom units. d. Millwork 1) Install new interior millwork throughout including at all interior doors and the interior /exterior sides of all exterior doors and windows. 2) Replace window sills throughout e. Cabinets - Install new replacement cabinets and countertops throughout all kitchens and bathrooms. New cabinets shall run up to the ceiling. f. Insulation 1) Where subflooring is demolished, the existing insulation shall be replaced with new insulation. Insulation removed to allow new plumbing and electrical installations shall be replaced with new. Existing insulation may remain where it is in good condition and not disturbed. Drooping existing insulation in floor joists shall be re- secured. 2) Where existing wall insulation that is removed from stud cavities, insulation shall be replaced with new insulation. Existing insulation may remain where it is in good condition and not disturbed. 01010 - 6 SECTION 01010 STATEMENT OF WORK ' - v4V dsz k st4 SF 'l ii! KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE SECTION 01010 STATEMENT OF WORK 3) Additional new insulation shall be provide at ceilings (below roofs) to meet current energy requirements. g. Doors, Frames and Hardware 1) Replace exterior entry doors, frames and hardware. 2) Reframe closet door openings and install new sliding door systems. 3) Exterior entry doors /frames/hardware and all interior doors /frames/hardware shall be replaced. 4) Thresholds, frames and doors shall be repaired/replaced following rot repairs at indicated sliding doors locations. h. Windows — All existing windows to be replaced. Associated demolition and rough carpentry shall be required to address adjacent deteriorated framing and sills. i. Finishes 1) Building interiors are to be taken down to existing GWB and flooring substrate. Existing floor finishes (tile, resilient floor and carpeting) shall be stripped and replaced with new. New underlayment board shall be installed throughout. 2) Provide finishes as indicated on drawings and in specifications. 3) Walls and ceilings shall typically be finished with GWB, textured (orange peel) and painted throughout. j. Appliances - New appliances to be furnished by Owner and installed by Contractor. k. Blinds - New blinds to be provided throughout at all windows and glass sliding doors. 1. Plumbing - Provide complete new plumbing system including new copper lines and new fixtures, i.e. kitchen sinks, bathroom lavatories, water closets, tub /showers /shower surrounds and faucets. m. Heating 1) Existing electrical baseboard heaters shall be replaced with new "soft heat" oil filled units. 2) New programmable thermostats shall be provided throughout. n. Ventilation 1) Clean all existing vents and ducts. 2) Provide new range hoods, ensuring direct venting to outside. 3) Provide new, low sone bathroom exhaust fans, ensuring direct venting to outside. Place fans on timers. 4) Provide new exhaust fans in laundry rooms (low sone exhaust fans) ensuring direct venting to outside. 5) Provide hooded vents with back draft dampers for dryers. o. Electrical (see heating and ventilation) 1) Provide new electrical systems throughout including all new wiring. 2) Replace ALL switches, outlets and cover plates. 3) Replace all light fixtures and install additional new light fixtures as indicated on drawings. 4) Provide GFCI where required by code and common sense practice as indicated on the drawings. KCHA SECTION 01010 PICKERING COURT STATEMENT OF WORK BURNDALE HOMES RIVERTON TERRACE 5) Install new owner- furnished, hard wired smoke detectors. KCHA shall provide a sufficient quantity of smoke detectors. 6) Provide and install new, programmable thermostats throughout. 7) Provide new concealed wiring for telephone, cable and other low voltage applications as indicated on drawings. Provide telephone wiring to living room and all bedrooms. Provide TV /cable to living room and all bedrooms. 3.0 ORGANIZATION OF SPECIFICATIONS RELATIVE TO SUBCONTRACTOR BIDDING AND SUBCONTRACTS 3.1 Division of these specifications into trade Sections conforms roughly to customary practice. They are used for convenience only. Neither the specifications nor the Architect are bound to define the limits of any subcontract or subcontractor's bid. The Architect will not enter into disputes between the General Contractor and his employees, including subcontractors. It is the responsibility of the General Contractor to determine the scope of subcontracts and subcontractor's bids. 3.2 Format of Specifications These specifications are of the abbreviated or "streamlined" type and frequently include incomplete sentences. Words such as "will ", "shall ", "shall be ", "the Contractor shall ", and similar mandatory phrases shall be supplied by inference in the same manner as they are in a note on the drawings. Phrases following a heading for material or item of equip- ment and listing required features or characteristics of the items shall be construed as meaning, "The item shall be ...," or "The item shall include...," and the Contractor shall provide all items, articles, materials and operations listed, including all labor, material, equipment, and incidentals required for satisfactory installation and completion of the work. 4.0 NUMBER OF SPECIFIED OR DRAWN ITEMS REQUIRED Wherever in these specifications or drawings an article, device, or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on the drawings or required to complete the installation. 5.0 SEQUENCE The Contractor may choose any sequence of operations that is compatible with the completion date and allowable project (building) phasing indicated. Operations shall include all Mechanical and Electrical work, etc. The Contractor shall submit a complete "Progress Schedule" within five days after the award of the Contract, and before the "Notice to Proceed" is issued. The Contractor shall submit 5 copies of the "Progress Schedule" to the Owner for review and comment. The Progress Schedule maybe a bar chart, critical path or other industry standard format... See Section 01300. 6.0 BUILDING PERMIT SET OF PRINTS The Contractor shall keep the building permit set of drawings in good condition at the job during construction. Just prior to final acceptance, the Contractor shall deliver to the Architect the approved set of plans. The permit set shall not be used as as -built drawings. 01010 - 8 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 7.0 INSPECTION BY PUBLIC OFFICIALS AND INSPECTIONS AGENCIES The Contractor shall call for all special inspections, private inspections and inspections required by public agencies having jurisdiction in the area. Final payment will not be made until the appropriate officials have made a final inspection and all deficient items noted have been corrected. 8.0 CONFLICTS AND OMISSIONS IN DRAWINGS AND SPECIFICATIONS See General Conditions. ** *End of Section ** 01010 - 9 SECTION 01010 STATEMENT OF WORK _...uc.. .�..,... ,�n.t..J t :: av;:...... dx... tt��.:...;: ti✓: ciad :,wa:..:.::r[+w,..i.a._c.;:c. _. ... . -... .. ., ,.. -. u....�wuu.nva3aiS. ' .__............;��: �.,...w�... C«:w:w.i..,.... KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL SECTION 01027 APPLICATION FOR PAYMENT z 1.1 RELATED REQUIREMENTS w A. Coordinate related work specified in other parts of the project manual, including but not 6 0 limited to the following: a 1. Section 00810, Progress Payments, Retainages and Final Payment: General co p Conditions and Modifications to General Conditions w = 2. Section 01370, Schedule of Values -J � 3. Section 01700, Project Close -Out w O 2 1.2 FORMAT AND DATA REQUIRED Q A. Submit applications on MA Form G702, with itemized data typed on AIA continuation = w sheets including values established on Schedule of Values. Z F- 1— 0 1.3 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT w 1- A. Application Form: Agreeable to Owner and Architect; fill in required information. c 1. Include change orders approved prior to application submittal date. p H 2. Fill in summary of dollar values to agree with respective total indicated on any w continuation sheet. H U 3. Sign by responsible officer of contract firm. L I p 4. Sign all copies; no photocopies of signatures permitted. iii z U � O F- B. Continuation Sheets 1. Totally fill in all scheduled component work items. Show item number/ scheduled dollar value /item/schedule of values /01370. 2. Fill in dollar value in each column for each scheduled line item. a. Round off values to nearest dollar /tally sheet. b. If no work has been performed /0. 3. At end of continuation sheets, list each change order approved prior to submission date. List by change order number and description, as for an original component item of work. 1.4 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS A. When Owner or Architect requires substantiating data, submit suitable information with cover letter. 1 Identify project. 2. Show application number and date 3. Give detailed list of enclosures 4. For stored products: a. Identify item as shown on application b. Describe specific material B. Submit one copy of data and cover letter for each copy of application. 1 . ..: i;+::::' i; sw: i `. z5d ;>,.,;, tE.++ SL�;ii?s:.;5xt��ui'`";t;ki.+y •'' : ,'s GU: 143 z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE END OF SECTION 2 SECTION 01027 APPLICATION FOR PAYMENT C. Upon request, provide current record documents per Section 01720 for review by the Architect and/or Owner. Documents must be current as a prerequisite for the Architect to certify progress payments. 1.5 PREPARATION OF APPLICATION FOR FINAL PAYMENT Fill in application form as specified for progress payments. Use continuation sheet for presenting final accounting statement, as specified in Section 01700 - Project Close -out. 1.6 SUBMITTAL PROCEDURE 1. Submit application for payment at times stipulated in agreement. Allow stipulated time for processing. 2. Number: Five (5) copies of each application, unless otherwise directed at preconstruction meeting/01200. 3. When Architect finds application properly complete and correct, he /she transmits payment certificate to Owner. 4. If Architect finds application improperly or incorrectly executed, an annotated copy is returned for NEW SUBMITTAL. a'1./f�[.f7Tr ":�F.'a�'ti4.f{iyi 121:1 KCHA SECTION 01028 PICKERING COURT PROPOSAL REQUEST & BURNDALE HOMES CHANGE ORDER PROCEDURES RIVERTON TERRACE 1.0 GENERAL 1.1 Work Included A. Coordinate related requirements specified in other parts of the project manual, including but not limited to the following conditions. 1.2 Description A. Promptly implement procedures. 1. Provide full written data required to evaluate changes. 2. Maintain detailed records of work done on a time - and - materials /force account basis. Document each quotation for a change in cost or time with sufficient data to allow evaluation. B. Designate in writing the names of authorized members of Contractor's organization who accept changes in the work and are responsible for informing other workers of the authorized changes. C. Contractor agrees; Architect approves; Owner authorizes. D. The Contractor shall provide a detailed cost estimate for the proposed change. This cost estimate must include full documentation for all costs including all subcontractor and lower tier subcontractor costs. All cost estimates must be signed and dated including all subcontractor and lower tier subcontractor cost estimates. E. The Contractor is entitled to a maximum of 10% total overhead and profit for all change order work performed by the general contractor. Overhead is considered to be all costs attributed to the change with exception of direct labor, material costs and equipment rental. Supervision will not be considered as a direct labor cost. Subcontractors are entitled to a maximum of 10% overhead and 10% profit for all change order work performed by them- selves, and are entitled to a maximum of 10% combined overhead and profit for all change order work performed by lower tier subcontractors. 1.3 Definitions A. Change Order: See General Conditions, Article 7. 1.4 Preliminary Initiation/Changes A. Reference Document: Proposal Request form by Tonkin/Hoyne /Lokan. B. Changes may be initiated by Owner and Architect through proposal request submitted to Contractor. Request will include: 1. Detailed description of changes, products, and location of change in project (paragraph one of form). 1 5.;% .r.,i �ttiiz 'dli4J':H:d'4 nb1S+i:'4F;�wu- fiA; k t�1r *?�ii z 6 UO 0 w I- N LL uu J u_? N a =w H I z F .. z0 � D U O - O I- W W H r- u O z w U = 0 z J 1 KCHA SECTION 01028 PICKERING COURT PROPOSAL REQUEST & BURNDALE HOMES CHANGE ORDER PROCEDURES RIVERTON TERRACE 2. Supplementary or revised drawing and specifications. 3. Projected time span for making changes. Statement as to whether overtime work is or is not authorized. 4. A specific period of time during which requested price will be considered valid. 5. Such request is for information only, and is not an instruction to execute changes, or to stop work in progress. C. Contractor may initiate changes by submitting the above change proposal form to Architect including: 1. Completion of proposal (part 1) a. Description of proposed changes b. Reason for making changes c. Effect on contract sum and contract time d. Documentation supporting any change in contract sum or contract, as appropriate. D. In situations where time is of the essence or an emergency condition exists, the Architect and Owner's representative may directly order a change to the work without a previous request for a price quote on written field directive signed by Architect and Owner's representative. E. Support each claim for additional costs, and for work done on a time and material/ force account basis, with additional information. 1. Origin and date of claim 2. Dates and times work was performed and by whom 3. Time records and wage rates paid 4. Invoices and receipts for products, equipment and subcontracts, similarly documented. 1.5 Construction Authorization A. Recommendation of proposal request indicated by Architect's signature and corresponding date. B. After recommending the approval of the proposal request, the Architect forwards the proposal request to the Owner for final disposition. C. The Owner upon accepting the proposal will authorize the performance or the changes specified. The signed contract proposal request constitutes authority to proceed with the changed work. A formal change order in the amount of the work will follow. Billings for the changed work cannot be honored until the issuance of the formal change order. D. Owner's representative's acceptance signature and corresponding date are required for Contractor to proceed with a change of subsequent inclusion in change order. E. If either the Architect or Owner disapproves proposal, he will also state reason for disapproval, indicating if a revised proposal is requested or if the proposal is to be canceled, by separate correspondence. 2 i KCHA SECTION 01028 PICKERING COURT PROPOSAL REQUEST & BURNDALE HOMES CHANGE ORDER PROCEDURES RIVERTON TERRACE 1.6 Documentation of Proposals and Claims A. Support each lump sum proposal quotation, and each unit price (not previously established) with sufficient substantiating data. B. Provide additional data to support time and cost computations with all requests for changes including: 1. Labor required 2. Equipment required. 3. Products required. a. Recommended source of purchase and unit cost b. Quantities required 4. Taxes, Insurance and bonds 5. Documented credit for work deleted from contract 6. Overhead and profit 7. Justification for any change in contract time C. Document requests for substitutions for products as specified. 1.7 Preparation of Change Orders A. Architect will prepare change orders. B. Form of Change Order: AIA Document G701. C. Change order lists and describes previously approved proposal requests with additions and deletions, and attachments of revised contract documents to define change details. D. Change order provides accounting of any contract sum and contract time adjustment. E. Stipulated Sum Change Order: Based on proposal request and Contractor's fixed maximum price quotation. F. Unit Price change Order 1. For predetermined unit prices and quantities, the change order will be executed on a fixed unit price basis. 2. For unit costs or quantities of units in work which are not predetermined, execute work under a Contractor change directive. 3. Changes in contract sum or contract time will be computed as specified for time and material /force account change order. G. Time and Material/Force Account Change Order 1. Submit itemized account and support data after completion of change, within time limits indicated in the conditions of the contract. 2. Architect will determine the change allowable in contract sum and contract time as provided in the contract documents. 3 o. c t a zatwstde .r iG�':;a,,;c3 deb f s lssv,'.,Ud6 ikii' A, , KCHA SECTION 01028 PICKERING COURT PROPOSAL REQUEST & BURNDALE HOMES CHANGE ORDER PROCEDURES RIVERTON TERRACE 3. Maintain detailed records of work done on time and material /force account basis. 4. Provide full information required for evaluation of proposed changes, and substantive costs for changes in the work. z e Order Execution Procedure ~ w 1.8 Change cCg A. Content of change orders will be based on completion of proposal request forms and field 0 0 directives, including Owner's approval. co W J = B. Change orders will be prepared monthly prior to progress payment submittal or at such co LL intervals as the Architect deems most practical. Change orders shall be submitted within w 0 30 calendar days from their first occurrence. Change orders will not be considered or 2 valid if submitted after 30 calendar days from first occurrence. g C. Upon preparation, the change order will be provided to the Contractor for his agreement = w and signature, and then all five copies forwarded to the Architect who, following z H recommendations, forwards the copies to the Owner's representative for final approval. z O w D. Upon signature and acceptance by the Owner, the change order becomes part of the 2 o contract documents and alters the contract time and cost as needed. 0 w 0 H 1.9 Construction Change Directive w w I H A. Architect may issue a document instructing the Contractor to proceed with a change in the - O work for subsequent inclusion in a change order. w z Ucr �S B. The document will describe changes in the work and will designate method of O'- determining any change in contract sum or contract time. C. Promptly execute the change in work. 1.10 Correlation with Contractor's Submittals A. Contractor to periodically revise schedule of values and request for payment forms to record each change as a separate item of work. Record adjusted contract sums. B. Periodically revise construction schedule reflecting each change in contract time. Revise subschedules to show changes for other items of work affected by changes. C. Upon completion of work under change order, enter pertinent changes in record documents. 1.11 Distribution A. Send copies to all concerned parties. 1. Change orders: Upon authorization, Owner transmits one signed copy each to Contractor and Architect. 4 z KCHA SECTION 01028 PICKERING COURT PROPOSAL REQUEST & BURNDALE HOMES CHANGE ORDER PROCEDURES RIVERTON TERRACE 2. Construction proposal change authorization: Distribution of copies: a. One to Owner b. One to Contractor c. One to Architect B. Standard Reference Documents 1. Change Order: AIA G701 2. Proposal Request: Tonkin/Hoyne/Lokan form ** *END* ** 5 Z =H w JU 0 w� U) u. w o g u. < co I a; I- al Z = I- O Z �- w O • D 0 - w w . u. 0 ▪ , ui Z U N• F-= 0 Z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 RELATED DOCUMENTS A. Section 01100, Base Bid and Alternates B. Section 01010, Statement of Work C. Section 01700, Project Closeout 2.0 CONTRACT TIME AND LIQUIDATED DAMAGES 2.1 Contract Time A. The Contractor shall achieve Substantial Completion of the entire work not later than the following from the date of commencement (Notice to Proceed): 2.2 Liquidated Damages 1. Burndale Homes: 180 calendar days 2. Riverton Terrace: 150 calendar days 3. Pickering Court: 150 calendar days SECTION 01030 CONTRACT TIME B. The three project sites shall remain partially occupied during the renovation period. Units shall be vacated and made available by the King County Housing Authority (KCHA) to the contractor as possible. KCHA ensures a minimum of the following number of units to be vacant and available to the Contractor for their renovation work at any given time. Burndale Homes: Pickering Court: Riverton Terrace: Six (6) units Five (5) units Ten (10) units No new units shall be made available by KCHA to the Contractor during the holiday season dated from November 24, 2003 to January 5, 2004. It is therefore highly important that the Contractor's Construction Schedule plans for the completion of fully renovated units in November 2003 (prior to November 24, 2003) so that new units can be made available for renovation during the above noted holiday period. C. Contract time may be changed only by amendment to the Contract, signed by both parties A. For each calendar day after the date fixed for completion that the work remains uncompleted, the Contractor shall pay the Owner the Sum of three hundred and fifty dollars ($350.00) per day (for each project which is incomplete) as fixed, agreed, liquidated damages, but not as a penalty. 01030 - 1 . Zs i :174.1W $r KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE SECTION 01030 CONTRACT TIME B. Time is of the essence of each and every portion of this Contract and of the specifications wherein a definite and certain length of time is fixed for the performance of any act whatsoever; and where under the Contract an additional period of time is allowed for the completion of any work, the new time limit fixed by such an extension shall be of the essence of this Contract. C. Liquidated damages or any excess cost will not be charged when the delay in completion of the work is due to the following: 1. To any preference, priority of allocation order duly issued by the government. 2. To an unforeseeable cause beyond the control and without the fault or negligence of the Contractor, including but not restricted to acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes and unusually severe weather. 3. To any delays of Subcontractors occasioned by any of the causes specified in subsections 1 and 2 of this article. D. Within five (5) days from the beginning of such delay, or when Contractor becomes aware of such delay the Contractor shall notify the Owner per the General Conditions. 3.0 CONTRACT SEQUENCE 3.1 Definition A. Contract Administration shall proceed per the following sequence. Any deviations must be approved by the Owner in advance. B. Refer to Divisions 1 -16 technical specifications for further requirements. 3.2 Pre - Construction Conference A. Prior to commencing work, the Owner, Architect and Contractor shall meet at a time and place set by the Owner to discuss the Project Schedule, storage of materials and any other special requirements that concern the project. B. The Contractor shall submit a draft Project Schedule to the Owner and Architect prior to the Conference, and shall submit the final Project Schedule within one week following the Conference. C. Terms and Conditions mutually agreed upon at this Conference may be incorporated into this contract. 01030 - 2 i KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.3 Commencement of Work SECTION 01030 CONTRACT TIME A. The Contractor shall not regard receipt of the executed Contract as authorization to begin work. B. The Contractor shall commence work upon receipt of a written Notice to Proceed from the Owner, after the Pre - Construction Conference. 3.4 Preliminary and Final Punch List A. At a time prior to the Contractor's request for Final Inspection, the Architect and/or Owner will perform inspections of the work and provide to the Contractor a list (the "Punch List ") of items found to be deficient, if any exist. B. The Contractor shall correct all items appearing on any Punch List and shall notify the Architect in writing before requesting additional punch list inspections or Final Inspections. C. The Contractor shall notify the Architect in writing that he has completed the work and requests the Final Inspection. The Architect will arrange for the date and time of this inspection. 3.5 Final Acceptance A. At such time as the Contractor has fulfilled all conditions of the Contract Documents, as determined in the Final Inspection, the Owner will determine the date of Final Acceptance. B. The date of Final Acceptance shall establish the beginning of the Contractor's one year warranty period, all other guarantees and warranties set forth in the Contract Documents, and the Release and Settlement Agreement. 3.06 Project Closeout; General A. At the completion or near completion of the construction of the project, certain items of work and submittals as specified elsewhere are required prior to the Owner's acceptance and final payment for the project. B. See Section 01700, Contract Closeout, for specific submittals, procedures and requirements. ** *End of Section * ** 01030 - 3 • ...... �,. w. u.. ivat✓, xt' �: ac�1 `:r�r'!c}3i�:iKJ�','ux��•ik �i: i''• Tiot t'��`s�;ii:P'sT %.u�:l.';:: tM,i:G';.:��t:'i:z:i KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.3 Zoning Code A. The governing code is the Local Jurisdiction. END OF SECTION 1 SECTION 01060 REGULATORY REQUIREMENTS 1.0 GENERAL z 1.1 Description ;= w A. This section states general regulation requirements and standards for project construction 6 v use. 0 co 0 0 co w 1.2 Applicable Codes and Ordinances _I H w0 A. The following are some of the laws, regulations and codes applicable to this project 2 provided to Contractor's information. This list is not to be deemed exclusive and does not relieve the contractor of the obligation to comply with all applicable codes, laws and u_ regulations. = CI 1. Uniform Building Code, latest edition as amended and adopted by local jurisdiction, F— _ e.g. the City. z i' 2. Life Safety Code. z O 3. Uniform Mechanical Code. w w 4. Uniform Fire Code. v 0 5. Uniform Plumbing Code. 0 H 6. National Electrical Code, State edition. w - -, 7. State Environmental Protection Act. = w 8. Occupational Safety and Health Act of 1920 and all revisions. u. O 9. Washington State Health Department Rules and Regulations. iti Z 10. State Fire Marshal. 0 11. Washington State Regulations for Barrier Free Facilities P. I-- 12. Washington State Energy Code, latest edition Z 1.4 Standards by Reference A. Any material and/or procedure specified by reference to the number, symbol or title of a specific standard such as a commercial standard, Federal specification, a trade association standard, technical society standard, or other similar standard, will comply with the requirements of the latest revision thereof and any amendment or supplement thereto, in effect on the date of the Contract, except as limited to type, class or grade, or modified in such reference. The standards referred to, except as modified in the specification, will have full force and effect as though printed in the specifications. • uni s>ks f�4; 4L;4:zi : 44 , '4 Ufa �i.?l'4f.9xL is KCHA SECTION 01070 PICKERING COURT ABBREVIATIONS & DEFINITIONS BURNDALE HOMES RIVERTON TERRACE 1.0 ABBREVIATIONS The following definitions apply to abbreviations used on the drawings and in the specifications of this project. Certain common usage abbreviations have not been included. Others may appear in supplementary schedules on drawings. Abbreviation Meaning Abbreviation Meaning A.B. A.D. A.D.S. ACOUS. ADJ. AFF ALT. ANCH. APPROX. ARCH. ASB. ASPH. ATTEN. AUTO. ALUM. AWN BOT. BD. BETW. BITUM. BLDG. B.F. BLKG. BM. BRG. CAB. C.B. CEM. C.I. C.J. CKT. CL. CLKG. CEIL. or CLG. C.L. CLR. C.O. Anchor Bolt Area Drain Advanced Drainage System Acoustic Adjacent/Adjustable Above Finished Floor Alternate Anchor Approximately Architect or Architectural Asbestos Asphalt Attenuation Automatic Aluminum Awning Bottom Board Between Bituminous Building Bi -Fold Blocking Beam Bearing Cabinet Catch Basin Cement Cast Iron Construction Joint Circuit Center Line Calking, Caulking Ceiling Chain Link Clear Clean Out COL. CONC. CONN. CONST. CONT. COORD. C.R. CSMNT C.T. CTR. CMU DBL. DEPT. DET. D.F. DIA. DIAG. DIM. DISC. DIST. DN. or DWN. DP. DR. DWG. D.S. DWR. E. EA. EE. EF. E.J. ELEC. ELEV. EMER. ENCL. E.P. EQ. EQUIP. EQUIV. 1 Column Concrete Connection Construction Continuous Coordinate Cold Rolled Casement Ceramic Tile Center Concrete Masonry Unit Double Department Detail Douglas Fir Diameter Diagonal Dimension Disconnect Distribution Down Deep Door Drawing Downspout Drawer East Each Each End Each Face Expansion Joint Electrical Elevation or Elevator Emergency Enclosure Electric Panelboard Equal Equipment Equivalent KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE E.S. Each Side H.B. Hose Bib ETC. Et Cetera H.C. Hollow Core or E.W. Each Way Handicapped EX. or EXIST Existing HDR. Header EXP. Expansion HDWD. Hardwood EXT. Exterior HDW. Hardware EWH. Electric Hot Water Tank HGR. Hanger HI. High FA. Face H.M. Hollow Metal F.A. Fire Alarm HORIZ. Horizontal F.E. Fire Extinguisher HR. Hour FDN. Foundation HT. Height F.F. Factory Finish or HWT. Hot Water Tank Finish Floor FL. EL. Floor Elevations F.H.C. Fire Hose Cabinet I.D. Inside Diameter FIN. Finish INSP. Inspection FIX. Fixed INST. Installation FIXT. Fixture INSUL. Insulation FLASH. Flashing INT. Interior FLUOR. Fluorescent FLR. Floor F.O.B. Face of Brick JAN. Janitor F.O.C. Face of Concrete J.B. Junction Box F.O.F. Face of Finish JT. Joint F.O.M. Face of Masonry F.O.S. Face of Studs F.S. Full Size K.D. Kiln dried FT. Foot or Feet FTG. Footing FUT. Future L. Left F.O.I.C. Furnished by Owner, LAM. Laminated Installed by Contractor LAV. Lavatory LB. Pound GA. Gauge LDG. Landing GALV. Galvanized L.L. Live Load G.B. Grab Bar LOC. Location GL. Glass LT. Light G.I. Galvanized Iron L.W. Long Way GLB. Glue Laminated Beam GND. Ground GR. Grade MANUF. Manufacture G.W.B. or Gypsum Board MAS. Masonry GYP. BD. MAT'L., MAT. Material GYP. Gypsum MAX. Maximum 2 SECTION 01070 ABBREVIATIONS & DEFINITIONS KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE M.B. M.C. M.D.O. MECH. MEMB. MEZZ. MFD. MFR. MH. MIN. MIR. MISC. M.O. MTL. M.U. MUL. N. N.I.C. No. or # NOM. N.T.S. O.A. OBS. O.C. O.D. O.H. OPNG or OPG. OPP. OPPOS'G. OZ. P. PART. PERF. PL. P. LAM. PLS. PLYWD. P.P. PR. PRCST. PRIMER P.S. P.S.F. P.T. PT. Machine Bolt Medicine Cabinet Medium Density Overlay Mechanical Membrane Mezzanine Manufactured Manufacturer Manhole Minimum Mirror Miscellaneous Masonry Opening Metal Masonry Unit Mullion North Not in Contract Number Nominal Not to Scale Overall Obscure On Center Outside Diameter Overhead or Opposite Hand Opening Opposite Opposing Ounce Paint Partition Perforated Plate or Property Line Plastic Laminate Plaster Plywood Power Pole Pair Precast Primer Paint Painted Steel Pound Per Square Foot Preservative Treated Point R. R.A. RAD. R.B., RE -BAR R.D. RECEPT. REF. PT. REFR. REINF. REQ., REQ'D. RESIL. RET. RM. R.O. R.P. R.S. S. SAN. SBC S.C. SCHED. SEAL. SECT. S.D. S.G. SH. SHR. or SHWR SHT. SIM. SL. S.M. S.O.G. SOL. SPECS. S.C.L. SPKLR. SQ. S.S. S &R ST. STD. STL. STR. STRUCT. SUBFL. SUSP. S.W. SW. SYM. 3 SECTION 01070 ABBREVIATIONS & DEFINITIONS Riser or Right Return air Radius Reinforcing Bar Roof Drain Receptical Reference Point Refrigerator Reinforcing Required Resilient Retaining Room Rough Opening Radius Point Rough Sawn Sink or South Sanitary Seattle Building Code Solid Core Schedule Sealer or Sealant Section Smoke Detector Safety Glass Shelf or Single Hung Shower Sheet Similar Slider Sheet metal Slab on Grade Solid Specifications Seattle City Light Sprinkler Square Stainless Steel, Service Sink, or Sanitary Sewer Shelf and Rod Stone, Station, Street Standard Steel Stirrup Structural Subfloor Suspended Short Way Switch Symmetrical KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE SECTION 01070 ABBREVIATIONS & DEFINITIONS T. Tread or top W. West T.B. Towel Bar W/ With T. & B. Top and bottom W.C. Water Closet T. & G. Tongue & Grouve WD. Wood TEL. Telephone WDO. or WDW. Window TEMP. Tempered, Temporary WF. Wide Flange or Temperature WGHT/WT Weight THK. Thick W.M. Wire Mold T.O.F. Top of Footing W/O Without T.O.S. Top of Slab W.P. Waterproofing or T.O.W. Top of Wall Weather Proof T.P. H. Toilet Paper Holder WSCT. Wainscot T.V. Television WT. Weight TYP. Typical W.W.M. Welded Wire Mesh U.B.C. Uniform Building Code @ At U.G. Underground & And UNF. Unfinished U.O.N. Unless Otherwise Noted L Angle U.N.O. Unless Noted Otherwise ❑ Square UPR. Upper 0 Round UR. Urinal VAT Vinyl Asbestos Tile VERT. Vertical V.T.O. Vent to outside 2.0 ABBREVIATIONS Standard data of the following organizations may be referenced in specifications and the organization names abbreviated as noted. ACI American Concrete Institute P.O.Box 4754, Redford Station Detroit, Michigan 48219 AGA American Gas Association 605 Third Avenue New York, New York 10016 AIA American Institute of Architects 1735 New York Avenue Washington, D.C. 20006 AIMA Acoustical and Insulating Materials Association 205 West Touhy Avenue Park Ridge, IL 60068 AISC American Institute of Steel Construction 101 Park Avenue New York, New York 10017 4 c..n...,,: IViiw;.411.1 : ,;,i. j,. .�b�4s 'e:.EuCSaiss:�.i..m+ ..`.:1.i ; :4 5 '.3ct, %j:iu� s9i¢ti�i;+�.':'S ':rl'ks�:� >+tSC� ' ;a::si.tw6cr' �tiir�54L ':i{da'.:f5.f.;Ya$.y.»a:a.,�s1u KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE AISI American Iron and Steel Institute 150 East 42nd Street New York, New York 10017 AMCA Air Moving & Conditioning Association, Inc. 30 West University Drive Arlington Heights, IL. 60004 ANSI American National Standards Institute 1430 Broadway New York, New York 10018 APA American Plywood Association P.O. Box 11700 Tacoma, Washington 98411 APWA American Public Works Association Washington State Chapter Olympia, Washington ARIB Asphalt Roofing Industry Bureau 757 Third Avenue New York, New York 10017 ASME American Society of Mechanical Engineers 29 West 39th Street New York, New York 10018 ASTM American Society for Testing & Materials 1916 Race Street Philadelphia, PA. AWI Architectural Woodwork Institute Chesterfield House, Suite A 5055 S. Chesterfield Road Arlington, VA. 22206 AWS American Welding Society 33 West 39th Street New York, New York 10018 AWWA American Water Works Association 2 Park Avenue New York, New York 10000 CRSI Concrete Reinforcing Steel Institute 38 South Dearborn Street Chicago, IL CS Commercial Standard of the U.S. Department of Commerce Washington, D.C. 20025 5 SECTION 01070 ABBREVIATIONS & DEFINITIONS ... ...,..�............... ... tie ._.. _..»..._.M.'. l»":'::, ...........:...,..r_..:::'..... . . KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE CSI Construction Specifications Institute 1717 Massachusetts Avenue NW Washington, D.C. 20036 FGMA Flat Glass Marketing Association 3310 Harrison, White Lakes Prof. Bldg. Topeka, KS. 66611 IEEE Institute of Electrical & Electronic Engineers 33 West 39th Street New York, New York 10018 IPCEA Insulated Power Cable Engineer Assoc. 283 Valley Road Montclair, NJ 07042 MLA Metal Lath Association 12703 Triskett Street Cleveland, OH. 44111 NAAMM National Association of Architectural Metal Manuf. 228 North LaSalle Street Chicago, IL. 60601 NEMA National Electrical Manufacturer's Association 155 East 44th Street New York, New York 10017 NFPA National Fire Protection Association 60 Batterymarch Street Boston, MA. 02110 NWMA National Woodwork Manufacturer's Association 400 West Madison Street Chicago, IL. 60600 PS Product Standard of U.S. Department of Commerce Washington, D.C. 20025 SDI Steel Deck Institute 9836 West Roosevelt Road Westchester, IL. 60153 SDI Steel Door Institute 1230 Keith Building Cleveland, OH 44115 SMCNA Sheet Metal & Air Conditioning Contractors NationalAssociation 107 Center Street Elgin, IL 60210 6 SECTION 01070 ABBREVIATIONS & DEFINITIONS KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE SSPC Steel Structures Painting Council 4400 Fifty Avenue Pittsburg, PA. 15213 TCA Tile Council of America 800 Second Avenue New York, New York 10017 SECTION 01070 ABBREVIATIONS & DEFINITIONS UBC Uniform Building Code of International Conference of Building Officials 530 South Workman Hill Road Whittier, CA. 90601 UL Underwriter's Laboratories 333 Pfingsten Road Northbook, IL 60062 WWPA Western Wood Products Association Yeon Building Portland, OR 97204 2.1 DATES OF STANDARDS Except where a specific date of issue is mentioned hereinafter, references to specifications issued by the above names and other organizations shall mean the edition current on the date of the Invitation to Bid. 3.0 DEFINITIONS The word "approved" means "approved by Architect ". "For Approval" means "for architect's approval ". "Selected" means "selected by Architect ". "Provided" means "pay for, furnish and install, complete, in place and ready for operation and use ". Where "or approved equal" is used, Architect is sole judge of quality and suitability of proposed substitution. "Indicated" means "where drawn, specified or both drawn and specified ". "Indicated" also means "where reasonably implied and necessary in conformance with the work shown or required for proper completion ". "Occupy" means "inhabit for purposes intended ". "Specialist" means "an individual or firm of established reputation or, if newly organized, whose personnel have previously established a reputation in the same field "). This individual or firm must be regularly engaged in and maintain a regular force of workmen skilled in either (as applicable): manufacturing, fabricating, or otherwise performing required work. Either the manufacturer, or an individual or firm who will perform the work under manufacturer's direct supervision, is the implication. "Directed" means "directed by Architect ". "Replaced" means remove existing and "provide" new item to match existing unless noted otherwise. "Required" means to provide all items and labor necessary to make work or items provided function as intended. End of Section 7 +:i.aa: :. r: ;'Liic•::::,di.:ti::d::riirt;i.. KCHA SECTION 01100 PICKERING COURT BASE BID & ALTERNATES BURNDALE HOMES (AND UNIT COSTS) RIVERTON TERRACE 1.0 GENERAL A. Each bidder shall state in his bid, in the spaces provided therefore in the Form of Bid, his z or her proposal for performing the work of the Base Bid and Additives and/or Deductives as defined below. Where there are conflicts between this section and other sections re 2 or drawings, this section shall govern. 6 J U UO 1.1 BASE BID co W J = A. All work indicated on the drawings or specified except the work defined in this section co as Alternate Bid Items, or called out as N.I.C. (not in contract). w 0 2 1.2 ADDITIVES AND DEDUCTIVES A. Alternates shall be as described in outline form hereinafter. = d '- w Z = 1.3 DESCRIPTION OF ADDITIVE AND DEDUCTIVE ALTERNATES z O w A. Only the basic information is listed herein. No attempt has been made to list all items or M details. Refer to the Bid Form and technical divisions of the specifications and the 0 O N drawings for detailed information. a I-- Lu 1.4 UNIT COSTS O ..z A. Unit costs shall be s described in outline form hereinafter. w U= B. Unit costs shall be used to calculate additive and/or deductive costs as applicable. O~ 1.5 OWNER DECISION TIMELINE A. Alternates and unit costs shall be assumed to remain in effect at bid price for the duration of the construction contract. If this is not possible, the apparent low bid contractor(s) shall notify the Owner and the Architect. B. Provide the owner and architect with a critical path timeline for reinstating alternates not taken at bid time, at no additional cost. The timeline shall include the alternate item(s) and description(s), cost and critical path date at which point the item(s) cannot be reinstated and/or the cost increases. This timeline shall be provided no later than 7 days after acceptance of the Contract. 2.0 ADDITIVE ALTERNATES: A. Burndale Homes: Additive Alternate No. 1 Add seismic beam/column connection at crawlspace structural posts per Detail 10 /S.4.0 at all existing interior post locations. 1 KCHA SECTION 01100 PICKERING COURT BASE BID & ALTERNATES BURNDALE HOMES (AND UNIT COSTS) RIVERTON TERRACE B. Riverton Terrace: Additive Alternate No. 1 3.0 UNIT PRICES: A. Burndale Homes Unit Prices: Unit Price Description Add seismic beam/column connection at crawlspace structural posts per Detail 10 /S.4.0 at all existing interior post locations 1. Base bid assumes plywood subfloor removal at unit kitchen, bath and laundry area as indicated on drawings. In the event that the existing condition of plywood subfloor is deemed adequate at areas scheduled to be removed, OR: If additional damaged areas beyond those scheduled are found: Provide SF cost for additional or reduced area of plywood subfloor replacement including replacement of existing floor insulation with new insulation: 2. For bid purposes, assume ten (10) existing crawlspace openings require repair per Detail 10 /S3.0 and an additional ten (10) existing crawlspace openings require repair per Detail 14/S3.0. In the event that other crawl space ventilation openings require additional repair beyond the work indicated in the base bid and the site plan, provide unit cost for repair per opening based on the following: Unit cost per opening per Detail 10 /S3.0 /opening Unit cost per opening per Detail 14/S3.0 /opening 2 Price per unit /SF KCHA SECTION 01100 PICKERING COURT BASE BID & ALTERNATES BURNDALE HOMES (AND UNIT COSTS) RIVERTON TERRACE B. Riverton Terrace Unit Prices: Unit Price Description Price per unit ,- z 1. Base bid assumes plywood subfloor removal at unit cc kitchen, bath and laundry area as indicated on drawings. v U 0 In the event that the existing condition of plywood subfloor w z is deemed adequate at areas scheduled to be removed, J w0 OR: 2 If additional damaged areas beyond those scheduled are found: "' co a = w Provide SF cost for additional or reduced area of plywood I-- W _ I — subfloor replacement including replacement of existing floor z O insulation with new insulation: /SF z uj U � 2. For bid purposes, assume ten (10) existing crawlspace openings O N . require repair per Detail 10 /S3.0 and an additional ten (10) ° I ILJ existing crawlspace openings require repair per Detail 14/S3.0. F 0 "-' 0 In the event that other crawl space ventilation openings require Ili Z additional repair beyond the work indicated in the base bid v and the site plan, provide unit cost for repair per opening 0 ~ based on the following: Unit cost per opening per Detail 10 /S3.0 /opening Unit cost per opening per Detail 14/S3.0 /opening * ** END * ** 3 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL attempt to: SECTION 01150 ENVIRONMENTAL PROCEDURES z 1.1 The work of this section includes recommended procedures for achieving the most . z environmentally - conscious work feasible, and a complete program for implementation of et 2 waste management controls and methods for the duration of the work. The Architect and the Owner highly encourage such environmental procedures and construction practices, ti 0 and assume such procedures and practices to be in effect where feasible and cost u) effective. F- 1.2 RELATED WORK IN OTHER SECTIONS w O A. Preconstruction Meeting, 01200 B. Hazardous Materials, 02080 u. C. Selective Demolition, 02210 w 1.3 INTENT z F- O ZH A. This project shall generate the least amount of waste as is practical. The Contractor shall w • w • 0 O D 1. Participate in and facilitate the efforts of the Owner and Architect to create an 01- energy - efficient and environmentally - sensitive structure. u' O 2. Employ processes, techniques and methods that minimize waste - generation, water Z . use and energy use. U = H,- 3. Use recycled- content, toxic -free, environmentally - sensitive materials, equipment and z products, and products with resource - efficient characteristics, where these options are available to the Contractor. a. Use the least -toxic cleaners, sealants, adhesives, primers and finishes necessary to comply with work requirements. b. Use low -VOC products for cleaners, sealants, adhesives, primers, paint, carpet, and other finishes. 4. Use environmentally - sensitive procedures: a. Protect the environment, both on- and off -site, during demolition and construction. b. Prevent environmental pollution and damage. c. Effect optimum control of solid wastes. 5. Reuse, salvage or recycle as much of the generated waste as is feasible. Minimize waste disposal in landfills. 1.4 PRECONSTRUCTION MEETING A. At the Preconstruction Meeting per Section 01200, the Contractor is encouraged to propose a Waste Management Plan for discussion to develop a mutual understanding of the details of environmental protection, salvage and recycling programs. 01150 -1 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.5 REGULATORY REQUIREMENTS A. Comply with all relevant requirements of the King County Solid Waste Division and other governing authorities having jurisdiction. 2.0 PRODUCTS — N/A 3.0 EXECUTION 3.1 RECYCLING AND REUSE A. Collection: Contractor is encouraged to implement a recycling/reuse program that includes separate collection of waste materials of the following types: 1. Concrete 2. Porcelain plumbing fixtures 3. Ferrous and non - ferrous metals. 4. Unpainted wood (nails and staples allowed) 5. Painted wood 6. Debris 7. Glass 8. Red clay brick 9. Paper (separated as required for local recycling) 10. Plastic a. High - density polyethylene (HDPE) b. Low - density polyethylene (LDPE) c. Other plastics accepted by local recyclers 11. Gypsum 12. Paint and paint cans. 13. Soil — uncontaminated and excavated carpet 14. Miscellaneous 3.2 RECYCLING - Contractor is encouraged to perform the following recycling activities and practices: A. Recycle concrete and concrete rubble. Separate reinforcing steel. B. Remove bricks whole whenever possible. Palletize brick for reuse. C. Recycle metal, including but not limited to: 1. Aluminum such as flashing, etc. 2. Structural beams 3. Reinforcing steel D. Segregate and recycle unpainted and untreated wood. 01150 - 2 SECTION 01150 ENVIRONMENTAL PROCEDURES z . i � re J 00 co co w w H co w w } 0 g u. < = • d F.w Z = zI- W • w O • N oI- wW H 1 u- - 0 U= 0 z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.3 WASTE MANAGEMENT PLAN IMPLEMENTATION SECTION 01150 ENVIRONMENTAL PROCEDURES A. The Contractor is encouraged to create a Waste Management Plan to address the following: 1. Analysis of the wastes to be generated, including types and estimated quantities. 2. Final list of materials to be salvaged, materials to be recycled, and materials to be disposed of as garbage. 3. Salvage and recycling vendors and facilities: Name of the hauler, processor, or end - user of all salvageable and recyclable materials. 4. Garbage disposal location. 5. Estimated recycling rate for the project, in percentage by weight, including weight of salvage materials. 6. Estimated costs for salvaging and recycling each material and any anticipated payments for materials. 7. Materials handling requirements including separation and on -site storage requirements and any special procedures for removing and protecting materials. 8. Plan for communicating salvage and recycling requirements to the crew and subcontractors and assuring the waste management plan will be fully implemented. B. The Contractor is encouraged to designate an on -site person responsible for instructing workers and overseeing and documenting results of the Waste Management Plan for the Project. C. The Contractor is encouraged to distribute copies of the Waste Management Plan to the Job Site Foreman, each Subcontractor, the Owner, and the Contracting Officer. D. The Contractor is encouraged to provide on -site instruction of appropriate separation, handling, and recycling, salvage, reuse, and return methods to be used by all parties at the appropriate stages of the Project. E. Separation facilities: The Contractor is encouraged to lay out and label a specific area to facilitate separation of materials for potential recycling, salvage, reuse, and return. Recycling and waste bin areas are to be kept neat and clean and clearly marked in order to avoid contamination of materials. F. Hazardous wastes: The Contractor shall separate, store, and dispose of hazardous wastes according to local regulations. G. Progress Reports Submission of Progress Reports: On a monthly basis, concurrent with the Application for Payment, the Contractor shall report on waste generated on the Project. The Summary shall be submitted on a form acceptable to the Owner and shall contain the following information: 01150 -3 z iI- ~ w QQ 6 W V 00 cn CD W J �w w g Q I I— Ill Z = zI- w Lij U� 0 . o 1 - w W L I O w z U N — _ O 1 ' z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1. For each material recycled, reused or salvaged from the Project, the amount (in tons or cubic yards), the receiving party, and the net total cost or savings of salvage or recycling the material. Attached manifests, weight tickets, receipts or invoices. 2. The amount (in tons or cubic yard of material) of material disposed of as garbage from the Project, the location of the Receiving Facility, and the total disposal cost. Include manifests, weight tickets, receipts and invoices. 3.4 CONSTRUCTION MATERIAL RECYCLING GUIDE (Note: Items listed below may not be up -to -date nor include local companies and organizations. Refer to yellow pages under Recycling Services for current listings) A. Wood Recycling: Wood Drop -off Facilities for Land clearing and Clean, Untreated Wood. 1. Facilities located in King County; a. King County Enumclaw Transfer Station 296 -4466 b. NW Wood and Fibre Recovery 939 -5497 c. Pacific Topsoils 1- 800 - 884 -SOIL d. Rainier Wood Recyclers 630 -3565 e. Recycling Northwest 833 -6861 f. Regional Disposal Company 228 -6137 g. Squak Mountain Quarry 392 -1433 h. Sunset Materials 226 -4140 i. Waste Management of Washington 762 -3000 j. Seattle Transfer Stations 684 -7600 2. Facilities located in Snohomish County: a. Goodnight Construction (360) 794 -6220 b. Fruhling Sand and Topsoil 485-1442 c. Mann's Woodwaste Recycling and Soils (360) 658 -1616 d. Pacific Topsoils 1- 800 - 884 -SOIL e. Weyerhaeuser Wood Recycling (206) 303 -0774 f. D4 Care Construction 774 -3740 3. Facilities located in Pierce County: a. Purdy Topsoils 857 -5850 b. Recovery 1, Inc. (253)627 -1180 c. Northwest Cascade 848 -2371 B. Land clearing material processed at job -site: 1. Corbett Logging 863 -4061 2. D4 Care Construction (360) 774 -3740 3. D &R Excavating (Vashon) 463 -3655 4. Enviro -Waste Recyclers 852 -2515 5. Frontier Shavings 922 -0376 6. Goodnight Construction (360) 794 -6220 7. Preferred Brush Chipping 271 -6908 01150 - 4 SECTION 01150 ENVIRONMENTAL PROCEDURES KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 8. Rainier Wood Recyclers 630 -3563 9. Sunset Materials 226 -4140 10. TWF Construction 852 -3053 11. Alltree Chipping (Pacific) 804 -6240 C. Pallet Recyclers: 1. Pallet City 838 -2933 2. Rainier Pallet Corp. 872 -8543 3. Tharco 1- 800 - 223 -2307 4. Pallet Services 872 -6991 D. Salvage Services: 1. Earthwise 365 -0471 2.GTMSelect 255 -1224 3.J Squared Timbers 633 -0504 4. R.W. Rhine 537 -5852 5. Resource Woodworks 474 -3757 6. Second Use Building Materials 402 -0961 7. Construction Waste Management (425)646 -8832 8.Auburn Recycling / Salvage 939 -5309 9.Sea- Tac/Kent Disposal & Recycling (253)872 -7220 E. Yardwaste Services: 1. Cascade Envirosystems (206) 926 -3837 2. Cedar Grove Composting (206)764 -1236 3. Northwest Cascade (206) 848 -2371 4. Pacific Topsoils 1- 800 - 884 -SOIL F. Concrete, Asphalt, Rock and Brick 1. Facilities located in King County: a. Lloyd's Enterprises 874 -6692 b. Renton Concrete Recyclers 772 -2278 c. Stoneway Rock & Recycling 226 -1000 d. Squak Mountain Quarry, Inc. 392 -1433 e. Watson Asphalt Paving 868 -4377 f. Cadman Inc. 622 -2065 g. Facilities located in Snohomish Co. h. Associated Sand & Gravel 355-2111 i. Fruhling Sand and Topsoil 485 -1442 j. Pacific Topsoils 1- 800 - 884 -SOIL k. ACE Seattle Corp. 776 -4314 1. King County Department of Development and Environmental Services 296 -6610 m. Resource Recovery Services Inc.. (425)486 -2761 n. Palmer Coking Coal Co. 886 -2841 01150 - 5 SECTION 01150 ENVIRONMENTAL PROCEDURES KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2. Facilities located in Pierce County a. Woodworth & Company (253)941 -3389 b. The Soils Registry 488 -4447 c. E.R.I. 836 -8448 d. New West Gypsum (253) 922 -9343 e. James Hardie Drywall 426 -3669 G. Metals: Ferrous and Non - ferrous Drop -off Facilities 1. Facilities located in King County a. Arrow Metals Corp. 481 -1828 b. Auburn Recycling /Salvage 939 -5309 c. Bloch Steel Industries 763 -0200 d. Burien Recycling Center 246 -2346 e. City Junk, Inc. 763 -3024 f. Independent Metals Company 763 -9033 g. Jon's Recycling 763 -2520 h. Medalia Salvage 523 -8835 i. Noble Metals Recycling 783 -6321 j. Non - Ferrous Metals, Inc. 624 -8414 k. Northwest Metal & Salvage 525 -0814 1. Pacific Iron & Metal Company 628 -6232 m. Proler Recycling 767 -4337 n. Puget Sound Iron & Metals 767 -5179 o. Recycling Depot 325 -7288 p. Riverside Salvage & Metal Co., Inc. 932 -7262 q. Seattle Iron & Metals Corp. 682 -0040 r. Seattle Transfer Stations 684 -7600 s. Waste Management of Washington 762 -3003 t. West Seattle Recycling Center 935 -4255 u. AAA Service Co. Inc. 803 -3032 2. Facilities located in Pierce County a. Tacoma Metals, Inc. 627 -1440 b. Joseph Simon & Sons, Inc. 838 -1993 H. Cardboard 1. Cardboard Drop -off Facilities a. Burien Recycling 246 -2346 b. Cedar Recycling Center 432 -9893 c. Community Enterprises of Issaquah 391 -0650 d. Fibres International / BFI 455 -9811 e. Keppler Feed & Recycling 226 -5239 f. King Co. Transfer Stations 296 -4466 g. Lloyd Wibbleman &Co. 392 -8884 h. Rabanco Recycling Company 646 -2400 i. Recycling Depot 325 -7288 01150 - 6 SECTION 01150 ENVIRONMENTAL PROCEDURES KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE j. Recycling Northwest 833 -6861 k. Redmond Green Survival 885-4004 1. Sam's Recycling 776 -6265 m. Sea Dru -Nar Recycling 467 -7550 n. Seattle Transfer Stations 684 -7600 o. Smurfit Recycling Co. 723 -4490 p. Waste Management of Washington 762 -3003 q. West Seattle Recycling Center 935 -4255 r. Weyerhaeuser Recycling 682 -1035 or952 -4777 s. Recycling / Hauling Services t. A -i Heavenly Hauling 328 -1539 u. Bobby Wolford Trucking &Salvage 481 -1800 v. Browning Ferris Industries 392 -6651 w. Construction Waste Management 646 -8832 x. ElREnterprise 392 -8990 y. D.M. Murrey Disposal 922 -6681 z. Goodnight Construction (360) 794 -6220 aa. Nick Raffo Garbage Company 939 -9792 ab. North West Wood Recycling Services 1- 800 - 611 -9663 ac. Northwest Waste Industries 763 -2800 ad. Regional Disposal Company 646 -2400 ae. Waste Management of Washington 762 -3000 3.5 CONSTRUCTION PRACTICES A. The contractor is encouraged to make every attempt to provide or follow the practices outlined below. Where practice is not applicable or achievable, the contractor shall inform the architect of the condition. Excessive cost and/or labor intensive rationale shall not be considered valid in determining whether a practice is applicable /achievable or not. All related costs and labor shall be incorporated accordingly into the contractor's bid. 1. Establish and Post Cleanup Procedures for Spills to Prevent Illegal Discharges. 2. Use less toxic cleaners. Avoid products that are given a health hazard rating higher than "1" per the manufacturer's Material Safety Data Sheets (MSDS). Use environmentally friendly alternatives including bio- degradable products and those that are zero -VOC or low -VOC. 3. Require workers to use VOC -safe masks where exposed to off - gassing or fine particulates from paint solvents, adhesives, molds or finishes. 4. Where solvents must be used, reuse spent solvent for cleaning. 5. Ventilate with fans where paints or solvents are in use. 6. Do not use unvented heaters during construction. 7. Involve sub - contractors in implementing healthy job -site planning. 8. Sell or give away wood scraps. 9. Sell or donate leftover useable items. 10. Encourage suppliers to use reusable or recyclable packaging. ** *END OF SECTION * ** 01150 - 7 SECTION 01150 ENVIRONMENTAL PROCEDURES . «. mN•.sIWSWII'!9�f�H W /M��kMM1Yt . 'f4 . re � KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 PRECONSTRUCTION CONFERENCE A. This meeting will be held prior to commencement of the work. The Architect and/or Owner will notify the Contractor of the time and place of meeting. 2.0 PROGRESS MEETINGS A. Regular weekly progress meetings with Architect and Owner's representative will be scheduled at a pre - construction conference to be held after Award of Contract. Weekly meetings will be held. Representatives of the Contractor (superintendents) will be required to attend. Architect will compile meeting minutes to be furnished to all participants. A representative of the Contractor or Project Manger who is capable of making executive decisions is required to attend each meeting. The Contractor shall have an updated schedule on a monthly basis. 3.0 As -Built Review SECTION 01200 MEETINGS A. Once a month at the weekly progress meeting proceedings the billing meeting, part of each designated progress meeting will be scheduled as an As -Built Review. The as -built set shall be reviewed by the Owner, Architect and Contractor to ensure accurate and complete as -built records have been maintained. If as- builts are found incomplete or inaccurate the Contractor shall have one week to satisfactorily update the as- builts. Contractor's payment applications will not be reviewed (or paid) at the billing meeting if the as- builts have not been accepted for the months. 4.0 BILLING MEETING A. Once a month part of each designated progress meeting will be scheduled as a billing meeting with the Owner and the Architect for the purpose of establishing the amount to be requested in the Application for Payment, AIA Form G702. The Contractor shall submit to the Architect a preliminary rough draft payment application for approval no less than three days prior to this meeting. Contractor shall prepare the final payment forms for signing and transmittal. ** *END* ** 1 z ~ w 6 4 2 U UO • UJ � o J � w w J � • d = ▪ w z � I- w uj • 0 O • -. o I- w W f-� O .. z W U = Off"' z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL SECTION 01300 SUBMITTALS A. Also see General and Supplementary Conditions and individual technical specification sections. B. Shop Drawings C. Product Data D. Samples E. Administrative Submittals: 1. Permits 2. Applications for Payment 3. Performance & Payment Bonds 4. Insurance Certificates 5. Construction Schedule 6. Submittal Schedule, use AIA Form #G712 7. General Contractor's Daily Construction Log Reports when requested by Architect or Owner 8. Close -out Documents 9. Testing and Inspection Reports 10. Schedule of Values 11. List of Sub - Contractors 1.1 TIMING A. The apparent low bid contractor shall submit a `Schedule of Values' and List of Sub - Contractors to Architect/Owner within three (3) working days following the bid date. B. Submit all other submittals within the first one month of the contract, or in accordance with a schedule prearranged with the Architect, to afford ample time for the consideration, checking, correcting, rechecking, and coordination with other submittals, by both the Contractor and the Architect. Allow sufficient time for submittal processing so as not to delay the work. 1.2 SUBMITTAL PREPARATION AND TRANSMITTAL a. Submittal Schedule: Within five days of the contract, review submittal requirements and list, provide a complete schedule (list) of all items required by the Contract Documents to be submitted for coordination and verification by the architect. Refer to each Section of the Specifications for required submittal items. B. The Architect will receive Submittals from the Contractor only (not directly from any Subcontractor) and must be complete; all others will be returned without action. 01300 -1 K KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE C. Provide a transmittal form with each submittal. D. Submit five copies of each submittal. E. Fully label each submittal with: 1. Project Name 2. Date 3. Name and Address of Architect, Contractor, Subcontractor, Supplier, Manufacturer, or as pertinent 4. Pertinent Spec Section 5. Reference to drawings /specs. 6. Submittal number, including resubmittals. SECTION 01300 SUBMITTALS F. Shop Drawings/Product Data /Sample Submittals shall include the following information; as pertinent. 1. Dimensions 2. Products, materials identified, including reference specifications section or division. 3. Compliance with specified standards and testing agencies 4. Coordination requirements 5. Deviation from specifications 6. Manufacturer's recommendations 7. Availability and delivery times 8. Contractor's Approval Stamp 9. Contractor's submittal number for tracking 2.0 PROGRESS SCHEDULE 2.1 Bar Chart: Not more than 5 days after the Award of the Contract, the Contractor shall submit a bar -chart type Progress Schedule indicating a properly sequenced Critical Path for each major category or unit of work to be performed. The schedule shall accurately show the plan to complete the project within the allowed time, with special attention paid to indicated restrictions during the holiday season. 2.2 Value: Superimpose a dollar value schedule to show the total dollar volume of work expected to be included in each payment request during contract period. A bar chart amended to show value is due with the first request for payment. 3.0 ITEMIZED SCHEDULE OF VALUES Schedule of Values: Prepare a complete breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of payment requests and progress reports. Break down the principal subcontract amounts into several line items reflecting major categories within each subcontract or division. Submit the schedule no less than 3 days after the bid and an updated schedule 7 days prior to the first payment request. Revise the schedule each time it is affected by a change order or another value revision. 01300 -2 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 4.0 INITIAL PAYMENT APPLICATION A. The principal administrative actions and submittals which must precede or coincide with the submittal of the first payment application can be summarized as follows, but are not necessarily limited to: 1. Listing of subcontractors and principal suppliers and fabricators 2. Progress Schedule 3. Itemized Schedule of Values 4. Evidence of Insurance Coverage 5.0 FINAL PAYMENT APPLICATION: A. In addition to the requirements of General Conditions, the following must precede or coincide with the submittal of the final payment application. 1. Complete the project closeout requirements 2. Transmit required project construction records to the Architect. 3. Remove temporary facilities, services, surplus materials, rubbish and similar elements. 4. Change -over all door locks and other access provisions. 5. Submit tools and spare materials: Refer to individual sections for required quantities of extra stock, maintenance devices, keys and similar units to be submitted. 6. Deliver to the Owner two full sets of original construction and supplemental drawings documenting as -built conditions. One set may be a full sized copy. 7. All notes and marks on the As -Built set shall be clearly and legibly written in dark colored ink so that the sheets can be reproduced (at owner's expense). As -Built drawings shall be submitted for review to Architect as a single, complete set. Co- ordinate with Section 01700, Project Closeout. 6.0 SHOP DRAWINGS, PRODUCT DATA, SAMPLES: See General Conditions, paragraph 3.12, and Supplementary Conditions. 7.0 QUALITY CONTROL SET: A. Maintain the approved final set of samples at the project site, in suitable condition and available for quality control comparisons by the Architect and by others. 8.0 OTHER SUBMITTALS: A. With the list of submittals, submit a list of all major products proposed for use, with name of manufacturer, trade name and model number of each product. Refer to Technical Sections following for required quantities, warranties, and compliance certificates. 01300 - 3 SECTION 01300 SUBMITTALS z w ct J U O 0 ( 0 J H CO Li_ w 5 u a = • d E ._w Z = 1--0 Z 1- w • w O • 5 O 1-- w W IL. O ..z w U= 0 1— O z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 9.0 SUBMITTAL SCHEDULE (to be developed) ** *END OF SECTION * ** 01300 - 4 SECTION 01300 SUBMITTALS ' d.1/i4t{JIJ:�LUiSIvSISAi�'✓ mei z I z c W J U' 0 (0 O LLI WO H uj 2 o U O- OH W UJ U u- O .. Z W co O z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 INSPECTION OF CONDITIONS A. Require the installer of each major component to inspect both the substrate and z conditions under which Work is to be performed. Do not proceed until unsatisfactory i z conditions have been corrected in an acceptable manner. w 2.0 MANUFACTURER'S INSTRUCTIONS v p cn J = A. Comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents. u. w 3.0 Inspect materials or equipment immediately upon delivery and again prior to installation. = d � 4.0 Provide attachment and connection devices and methods necessary for securing Work. z Secure Work true to line and level. Allow for expansion and building movement. z O Reject damaged and defective items. w • w C.) O D. w O .. Z U= O ~ A. Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated. Refer questionable mounting height decisions to the Architect for final decision. All mounting heights in barrier -free units and common building to meet Washington State requirements. 5.0 VISUAL EFFECTS A. Provide uniform joint widths in exposed Work. Arrange joints in exposed Work to obtain the best visual effect. Refer questionable choices to the Architect for final decision. 6.0 MOUNTING HEIGHTS SECTION 01350 GENERAL INSTALLATION 7.0 During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration. 8.0 Clean and maintain completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damage. ** *END* ** 1 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 WORK INCLUDED A. Within five days after contract award, submit schedule of values to Architect. B. Submit quantities as requested. C. Coordinate related requirements specified in other parts of the project manual. See General Conditions /Article 8, Payments and Completion. 1.2 FORM AND CONTENT OF SUBMITTAL A. Follow project manual Table of Contents, as the format for listing components. 1. Identify each line item with number and title of respective major specifications section. 2. Include in each item a directly proportionate amount of Contractor's overhead and profit 3. For items on which progress payments will be requested for stored materials, break down the cost into the cost of materials, delivered and unloaded, with taxes and the like paid, and indicate total installed value. 4. Provide separate line item for project close -out, including time to pick -up and resolve final punch list items. 5. For each line item of installed value exceeding $10,000, show breakdown by major products or operations under each item. 6. Round off figures to nearest dollar amount. 7. Make sum of total scheduled costs equal to contract sum. END OF SECTION 01370 -1 SECTION 01370 SCHEDULE OF VALUES KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.3 BUILDING CODE 0140 -1 SECTION 01400 INSPECTION & TESTS A. Special Inspections as per requirements of local code enforcing jurisdiction. - z 1.1 WORK IN OTHER SECTIONS 6 JU 00 w= 1.2 INSPECTION AND TESTS (as required by local jurisdiction) cn w0 A. The Owner will contract with an Independent Construction Inspector and Geotechnical g Consultant for all concrete and soils special inspections required by the UBC, Chapter u Q 306 and local jurisdictions. All other inspections and tests shall be made according to N a the General Conditions. H = z � I-0 Z- w • w U O P- O I- A. All work in accordance with Uniform Building Code, latest edition, as currently = 0 amended by the local jurisdiction. 0 Z 1.4 SPECIAL INSPECTOR v cn A. The testing laboratory shall be employed by Owner under a separate contract. z 1.5 DUTIES OF THE SPECIAL INSPECTOR A. Previously - established tests of manufactured items (See Sections referring to specific items.) See also the General and Supplementary Conditions. B. The expression "Testing Laboratory" used in the Contract Drawings or Specifications refers to either Owner's Special Inspector or an Independent Testing Laboratory. A. Make required tests in accordance with Code. 1. Submit written reports to the Owner, Architect, and General Contractor (and City as required). 2. Submit test reports as soon as they are made. 3. Submit inspection reports when required. B. Concrete Special Inspection Reports (as required by local jurisdiction): Reports shall include the following data: 1. Weather and date of pour. 2. Exact mix used and maximum size of aggregate. 3. Location in building where pour occurred. 4. Cylinder identification. 5. Date cylinder received in laboratory. 6. Slump data. 7. Concrete supplier's name. 8. Brand and type of cement used. 9. Date and records of test cylinders. 10. Name of inspector. 11. An analysis of the reason in the event any cylinder tests low. .:a. 4. ,4;. t,:' n' r' a: 1 ii : ".Ui.'1.1.4Ti:e4alai.;i' 1L•1�+uw:uxroawkn. +s - ! :. vw::u.w .w< -u KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.6 DUTIES OF THE CONTRACTOR A. The Contractor shall allow the Special Inspector access to the work at all times. The Contractor shall provide facilities for such access so that the Special Inspector may properly perform his/her function. 1.7 AUTHORITY A. The Special Inspector observes the work and makes tests as required. The Special Inspector has authority to request that the Architect/Engineer stop work on Owner's behalf if, in his/her opinion, the Contractor is not proceeding according to plans and specifications. The Special Inspector shall notify Owner as soon as possible of stoppage and follow -up in writing. If stoppage occurs, the Contractor shall not resume work until notified in writing by Architect. 1.8 NOTICES A. The Contractor shall notify the Architect and the Special Inspector at least 48 hours before work requiring inspection is started. 1.9 COSTS A. Fees for special inspections and tests described in this section and required by the City will be paid by the Owner. Additional inspection and tests required because of defective work or ill -timed notices shall be paid by the Contractor. Additional inspection or testing performed at the Contractor's request shall be the sole responsibility of the Contractor. The first of each soils- compaction test shall be paid for by the Owner. The Contractor shall pay for any retesting of subsurface compaction. 1.9 REQUIREMENTS A. No work that requires shop drawing review shall be done prior to the Architect's/ Engineer's approval of the relevant shop drawings. The Special Inspector of concrete, steel and other work requiring special inspection shall check that required shop drawings have been approved. If this work is being done without the approval of shop drawings, the Inspector shall notify the Contractor and the Architect immediately. B. Geotechnical: 01400 - 2 SECTION 01400 INSPECTION & TESTS 1. Per the Local Jurisdiction Building Department Special Inspection Requirements (Chapter 70 of the U.B.C.) and the soils report included in this project manual, a. Verify soil bearing capacity b. Verify structural fill and required compaction c. Monitor excavation d. Monitor Installation of subsurface drainage installation twi kWVNd! rtNA+ bw' 14ro :.kdW %"rAR'GMM+51�i,�"b?,`Y. - KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE ** *END OF SECTION * ** 01400 - 3 SECTION 01400 INSPECTION & TESTS 2. The Contractor shall give advance notice to the Owner's Geotechnical consultant of all excavation, backfill, compaction, drainage installation and rockery construction. A Geotechnical engineer will be on -site each day during excavation, backfill and compaction, and will make regular inspections of rockery and sub - surface drainage installations. C. Cast -in -Place Structural Concrete with f c greater than 2500 psi - Per the City Building Department Special Inspection Schedule 1. Test or obtain certificates for tests of cement as specified. 2. Determine exact proportion of mix; submit to Architect for approval. Make slump test each pour per ASTM C143 and see that batches are consistent. 3. For pours five yards and greater, make and cure 3 compression test cylinders of each day's pour, for each structural category, per ASTM C31. 4. Make proper provisions for delivery of test cylinders to laboratory. Make compression tests per ASTM C39; break one cylinder at 7 days and two at 28 days, unless otherwise directed. KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 REQUIREMENTS INCLUDED A. General Quality Control B. Workmanship C. Manufacturer's Instructions D. Manufacturer's Certificates E. Mockups F. Manufacturer's Field Services G. Testing Laboratory Services 1.2 RELATED REQUIREMENTS A. Document AIA A201 - General Conditions: Inspection and testing required by governing authorities B. Section 01300 - Submittals: Submittal of Manufacturer's Instructions. C. Section 03300 - Cast -in -Place Concrete: Tests required for concrete. 1.3 QUALITY CONTROL, GENERAL SECTION 01450 QUALITY CONTROL A. Maintain quality control over subcontractors and suppliers, manufacturers, products, services, site conditions, delivery schedules and workmanship to produce work of specified quality. 1.4 WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration and racking. 1.5 MANUFACTURERS' INSTRUCTIONS A. Comply with instructions in full detail, including each step in sequence. Should instructions conflict with the Contract Documents, obtain clarification from the Architect before proceeding. 1.6 MANUFACTURERS' CERTIFICATES A. When required by an individual Specifications Section, submit manufacturer's certification, in duplicate, that products meet or exceed specified requirements. 01450-1 .lw :- i:- ..:.,:.,.. i :,,;l.— .vi.:....:u- iw:ti;:. 1.. 1..u.Y 4.i:::uiw:3�Ld..it:': :At,:iWiL:.0 »rwuru...;. we. .+».. �.H.w:.. w, H,.4 u&i. 9SMLM.x .:Sei "17:tdx KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.7 MOCKUPS A. When required by an individual Specifications Section, erect complete, full -scale mockup of the assembly at the Project site. 1.8 MANUFACTURERS' FIELD SERVICES A. When specified in a Specifications Section, a selected manufacturer shall provide qualified personnel to observe field conditions, conditions of surfaces and installation, quality of workmanship, as applicable, and to make appropriate recommendations. 1.9 TESTING LABORATORY SERVICES A. Services will be performed in accordance with requirements of governing authorities and with specified standards. B. Reports will be submitted to Architect/Engineer /Owner in triplicate giving observations and results of tests, indicating compliance or non - compliance with specified acceptable standards and with Contract Documents. C. The Contractor shall cooperate with Testing Laboratory personnel; furnish tools, samples of materials, access to work, design mix, equipment, storage and assistance as requested. 1. Notify Architect/Engineer and Testing Laboratory 24 hours prior to expected time for operations requiring testing services. 2. Schedule testing with Testing laboratory. 3. If the Contractor desires additional samples and testing for the Contractor's convenience, the Contractor shall arrange for and pay for such testing. 2.0 RECORD DRAWINGS A. Contractor shall be responsible to and shall keep an up to date drawing record on site of as -built conditions for all building systems. Contractor to provide full set of drawings (redlined plan set) of as -built conditions. As -built drawings to be reviewed at progress meetings (see 01200, Meetings). Owner and Architect acceptance of as -built record drawings is a requirement for approval of the contractor's monthly pay application and a requirement of project closeout. (see 01700, Project Close -out) ** *END OF SECTION * ** 0 145 0 -2 SECTION 01450 QUALITY CONTROL KCHA -- PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 2.4 Contractor's Salvage and Debris Removal: 3.0 SECURITY AND PROTECTION 3.1 General: 01500 - 1 SECTION 01500 TEMPORARY FACILITIES A. See General Conditions and Supplemental Conditions. 1 ~ ~ w 2.0 TEMPORARY UTILITY SERVICES 6 n .i U A. Pay for any and all metered services. Use existing services on site, if they are present. u) o Any extensions shall be made at the Contractor's expense. Comply with regulations for w w obtaining services or supplies and for the discharge of liquid and dry wastes, including -' H control of runoff. w O 2.1 Water for Construction Purposes: g CO A. The Contractor shall provide an adequate supply of water for drinking and construction I purposes. Z = H I— O 2.2 Temporary Power and Lighting: w ill A. The Contractor shall provide for temporary lighting and power as required by the work. v N O — O H 2.3 Toilets: w • w A. Where permitted by governing regulations, provide single- occupant self - contained toilet u_ z units of either chemical aerated, recirculation type or combustion type; glass fiber w z reinforced polyester enclosure; equipped with both urinal and stool fixtures. Supply H units with tissue and, where not located near separate wash facilities, supply with wet- 0 (— type hand towels and waste containers. Provide the quantity of units required by codes. Dispose of wastes as required to prevent unhealthy or smelly conditions. A. Allow no materials to accumulate in the structure, or on the sidewalks and streets. Collect and containerize materials daily; remove materials from site at timely intervals. Refer to Section 01150 for environmental procedures. A. Provide facilities, fencing and services as necessary to effectively protect the Project from losses, and persons from injury, during the course of construction. Secure and pay for all necessary materials and permits. A.1,4.14 .:riw..w , a...... .u.. a • ...was. KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.2 Fire Protection: 3.3 Barricades 4.0 TEMPORARY SUPPORT FACILITIES 4.1 General A. Provide whatever facilities and services may be needed. 5.0 FENCING 5.1 General ** *END OF SECTION * ** 01500 - 2 SECTION 01500 TEMPORARY FACILITIES z A. In addition to permanent fire protection facilities, provide fire extinguishers of types and = H sizes recommended by NFPA No. 10. Provide Type A extinguishers; Type ABC in w construction areas. Locate extinguishers at several locations on site in an arrangement where they can be easily locked up each night. _10 ND J B. Provide barricades at hazardous locations, complete with signs, warning lights and w 0 similar devices where appropriate. Comply with all standards and code requirements. 2 J 3.4 Lockup and Security N 1- A. Provide security enclosures, doors and locks and/or a security system as necessary to z = prevent unauthorized entrance. Deliver, store and lock up materials and equipment in a �. 0 manner which will prevent theft and vandalism. w w w U � O Y O H W W L I O w z U = O • 1— A. Provide all barricades, fencing or walkways required by code or City ordinance. Secure and pay for all necessary permits. B. Pay for any required use permits and comply with all requirements and regulations of Chapter 44 UBC, 1991, and local ordinances. C. Protect any existing fencing bordering the property. Repair or replace all fencing damaged or lost for any reason during construction. D. Place fencing around all trees and landscaping requiring protection. Owner and Architect reserve right to request additional protection (at no additional cost) if protection provided by Contractor is deemed inadequate to protect trees and landscaping. Any damage to trees and landscape shall be repaired or replaced to a level equal or better than existing conditions. m. reanvx raxtt5er�+ PW17k' nA. 4N9N�Kt ,$wy}ydllY�fJIYaII��ADAIYVeB z KCHA SECTION 01600 PICKERING COURT MATERIALS, EQUIPMENT BURNDALE HOMES AND PRODUCT SUBSTITUTIONS RIVERTON TERRACE 1.0 GENERAL 1.1 REQUIREMENTS INCLUDED A. Products B. Transportation and Handling C. Storage and Protection D. Product Options E. Products List F. Substitutions G. Systems Demonstration 1.2 RELATED REQUIREMENTS A. Section 01450 - Quality Control: Submittal of manufacturer's certificates. B. Section 01700 - Project Close -out: Operation and maintenance data. 1.3 PRODUCTS A. Products include material, equipment and systems B. Comply with Specifications and referenced standards as minimum requirements. C. Components required to be supplied in quantity within a Specification section shall be the same, and shall be interchangeable. D. Do not use materials and equipment removed from existing structure, except as specifically required, or allowed by Contract Documents. 1.4 TRANSPORTATION AND HANDLING A. Transport products by methods to avoid product damage; deliver in undamaged condition in manufacturer's unopened containers or packaging, dry and ready for installation. B. Provide equipment and personnel to handle products by methods to prevent soiling or damage. C. Promptly inspect shipments to assure that products comply with specified requirements, quantities are correct, and products are undamaged. 1.5 STORAGE AND PROTECTION A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather -tight enclosures; maintain within temperature and humidity ranges required by manufacturer's instructions. B. For exterior storage of fabricated products, place on dry supports above ground. Cover products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation or damage. C. Store loose granular materials on solid surfaces in a well- drained area; prevent mixing with foreign matter. 01600 -1 ¢a;:wiW,Y. ". :'yes::• ... ...,..w:a. ...u....a,.. — s.w..r. .,,... a,rtm:.kia: .. t,: tbsdn{. s ..dtM:tun'�n'�'.i'= ;Sfi�' KCHA SECTION 01600 PICKERING COURT MATERIALS, EQUIPMENT BURNDALE HOMES AND PRODUCT SUBSTITUTIONS RIVERTON TERRACE D. Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged, and are maintained under required conditions. 1.6 PRODUCT OPTIONS A. 1.6.1 Products Specified by Reference Standards or by Description Only: Any product meeting with those standards and specification in all ways. B. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not specifically named. 1.7 PRODUCTS LIST A. With submittal list, submit complete list of major products proposed for use, with name of manufacturer, trade name and model number of each product. 1.8 SUBSTITUTIONS A. The Architect and the Owner will consider requests from the Contractor for substitutions of specified products. B. ALL SUBSTITUTIONS MUST BE SUBMITTED WITH SUFFICIENT TIME FOR REVIEW AND APPROVAL PRIOR TO THE PROJECT BID. NO PRODUCT SUBSTITUTIONS SHALL BE PROPOSED OR REVIEWED UNLESS ORIGINALLY SPECIFIED PRODUCTS ARE NOT AVAILABLE OR DO NOT STAISFY EXISTING FIELD CONDITIONS. C. Proposed substitutions with associated cost savings to the Contractor shall include the applicable credit to the owner. D. Make substitution requests in a timely manner, to allow proper consideration of the request as if it were a submittal per Section 01300, Submittals. E. Use the CSI "Substitution Request Form" or a similar form, with approval check boxes and signature lines. F. Document each Request for Substitution with such drawings, specifications, samples, manufacturer's literature, performance data, and other information necessary to substantiate the compliance of the proposed substitution with the Contract Documents, and sufficient for the Architect to evaluate the proposed substitution completely. The burden of proof shall be on the Contractor. G. A Request for Substitution constitutes a representation that the Contractor: 1. Has investigated the proposed product and has determined that it meets or exceeds, in all respects, the specified product. 01600 -2 r MI �� .I� '' 4. z.. �I I�Ili . wti mgisiwwms 3y ,�.7.�'�?MS^� 2.4* h KCHA SECTION 01600 PICKERING COURT MATERIALS, EQUIPMENT BURNDALE HOMES AND PRODUCT SUBSTITUTIONS RIVERTON TERRACE 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate the installation of the substitution and will make other changes which may be required for the Work to be completed equally in all respects. z 4. Waives claims for additional costs or time delays which may subsequently become z apparent. ce w H. Substitutions will not be considered when they are indicated or implied on shop v p drawings or product data submittals without a separate written Request for Substitution, co o or when acceptance will require substantial revision of the Contract Documents. co i CO u_ I. The Architect will determine the acceptability of the proposed substitution, and will iii 0 notify the Contractor in writing of acceptance or rejection within a reasonable time. J u_ Q J. Acceptance of a substitution will not relieve the Contractor, any subcontractor, co manufacturer, fabricator, or supplier from responsibility for any deficiency that may exist = H w in the substituted product or for any departures or deviations from the requirements of z i the Contract Documents. Except as otherwise expressly specified by the Contractor in z O the Request for Substitution and expressly approved by the Architect, the Contractor will w w be deemed to warrant by the request that the proposed substitute product will satisfy all 2 o standards and requirements satisfied by the originally specified product. 0 i o1- K. Proof of Compliance: Whenever the Contract Documents require that a product be in = w accordance with federal specification, ASTM designation, ANSI specification, or other 1 ' H association standard, the Contractor shall present an affidavit from the manufacturer — O z certifying that the substituted product complies therewith. Where requested or specified, v co submit supporting test data to substantiate compliance. I L. If any substitutions will affect a correlated function, adjacent construction, or the work of other trades or contractors, the necessary changes and modifications to the affected work will be considered as an essential part of the proposed substitution, and shall be performed by the Contractor without additional expense to the Owner if and when accepted. 1.9 SYSTEMS DEMONSTRATION A. Prior to final inspection, demonstrate operation of each system to Architect and Owner. B. Instruct Owner's personnel in operation, adjustment, and maintenance of equipment and systems, using the operation and maintenance data as the basis of instruction. C. Supply in three ring notebook a copy of all written materials related to the installation, maintenance and warranty of all products and services supplied on the project. ** *END OF SECTION * ** (Form follows) 01600 -3 ...•.: t`: ...... i�,.' t. :.�.t...J- _ /.:i•:�:i;..�...a .,.` -ai «.,w,. {asiCwi:.�;i:i: ^,i:i.a i4.. r�4..:. tC1:" ci.L• z KCHA SECTION 01600 PICKERING COURT MATERIALS, EQUIPMENT BURNDALE HOMES AND PRODUCT SUBSTITUTIONS RIVERTON TERRACE project: SUBSTITUTION REQUEST FORM * z TO ARCHITECT: Tonkin/Hoyne /Lokan H w 204 First Avenue South r Seattle, WA 98104 _I 0 00 PROJECT NAME: KCHA RENOVATIONS w w0 CONTRACTOR: u_ ¢ co d We hereby submit for consideration the following product instead of specified item for above I' _ zF- I- O Z F- Section Paragraph Specified Item g 0 uj U � ON Fill in the blanks below: (attach additional sheets as required) w uj = w , U No. 1: Attach complete product data/literature: u_ O z . U= No. 2: Will the substitution affect the dimensions on the drawings? If yes, provide 0 I z drawings showing dimensional changes and other changes to drawings. No. 3: Provide complete description of all installation changes. No. 4: Provide complete description of all changes to Drawings and Specifications. No. 5: Provide description of effect on other trades, other Contracts and Contract completion date. No. 6: Provide list of differences between proposed and specified items. No. 7: Provide any changes to manufacturer's warranties from originally specified item. No. 8: Provide cost impacts. 01600-4 KCHA SECTION 01600 PICKERING COURT MATERIALS, EQUIPMENT BURNDALE HOMES AND PRODUCT SUBSTITUTIONS RIVERTON TERRACE Undersigned attests function and quality equivalent or superior to specified item. z '~ w Submitted by: (Person and firm) 0 Date Phone Signature co W J = I- By: Accepted N LL. O Date: Accepted as Noted w Remarks: Not Accepted g 5 u_¢ END OF FORM = a w * Field changes approved by Owner /Architect shall not require use of this substitution request ? form, but still should be documented that a change is being made (as well as documented on O g as- builts). Ill 'Li U O N 0 I- W W ' tL 0 . .. W O ~ 01600 -5 wi • Z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL Drawings and general provisions of Contract, including General and Supplementary Conditions of the Contract for Construction and other Division 1 Specification Sections, apply to this section. SECTION 01700 PROJECT CLOSEOUT z NOTE — FINAL PAYMENT TO CONTRACTOR IS SUBJECT TO FULL COMPLETION OF ;� z THIS SECTION. c W J 0 N 1.1 Description L _ Q u A. Work Includes: w 0 1. Record Drawings 2. Operation & Maintenance Manuals g 3. Warranty and Guarantees c d 4. Substantial Completion w 5. Final Completion and Owner's Acceptance z 6. Final Clean -up zF- w ui • o U O - D 1— w U - 2 O z 1.2 Record Drawings A. Continually record the actual installations on a set of prints kept readily available at the project during construction. These prints shall be used for this purpose alone. Provide very detailed record drawings as indicated in Part 4 of the General Conditions of the Contract for Construction and as indicated in the applicable specification section. Drawings shall indicate locations of all installations. At the completion of the work, Contractor shall furnish a set of record drawings accurately documenting the final "as- built" conditions. 1. The drawings shall consist of a redlined set of prints, with "as- built" conditions clearly and legibly scribed in dark ink. Co- ordinate with Section 01300 -4.0. 2. Final payment to the Contractor shall not be authorized until these completed drawings have been submitted and accepted by the Owner. B. Bring record drawings to each construction progress meeting and share progress at meeting as requested. (See 01200 Meetings) 1.3 Operation and Maintenance Manuals A. The Contractor shall prepare O &M manuals for all equipment furnished under this Contract. Three copies shall be furnished as provided under close -out procedures. B. The information included must pertain to the exact equipment installed, not the complete line of the manufacturer. Where sheets show the installed equipment and existing equipment, the installed equipment shall be neatly and clearly identified on such sheets. C. These O &M manuals shall contain all the information needed to operate and maintain all systems and equipment provided in the project. It shall be presented and arranged in a logical manner for efficient use by the owner's operations personnel. The information provided shall include but not be limited to the following: 1 ;3;' L tds4u N.cxSt w U= 0 z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE D. The information contained in the manuals shall be grouped in an orderly arrangement. The completed manuals shall be bound. The covers shall be imprinted with the name of the building, Contractor(s) and year of completion. 1.4 Warranty SECTION 01700 PROJECT CLOSEOUT 1. Full list of project team, including General Contractor, Sub - Contractors, manufacturers, suppliers. Include address, phone numbers, contact person and email address. 2. Material manufacturer, make, model number, etc. 3. Equipment nameplate data. 4. Description of system configuration and operation including component identification and interrelations. A master control schematic drawing(s) shall be required for this purpose. 5. Dimensional and performance data for specific unit provided as appropriate 6. Manufacturer's recommended operation instruction as appropriate. 7. Manufacturer's recommended servicing data including frequency as appropriate 8. Complete parts list including re- ordering information, recommended spares and anticipated useful life (if appropriate). Parts lists shall give full ordering information assigned by the original parts manufacturer. Relabeled and/or renumbered parts as assigned by equipment supplier are not acceptable. 9. Shop drawings. 10. Wiring diagrams. 11. Device schedules. 12. Two set of record (as- built) drawings. One set may be a copy. Co- ordinate with Sections 01300.4.0. and 01720. A. The Contractor shall guarantee all work installed under this contract. Contractor shall repair or replace, at Contractor's own expense, any defective work, materials or parts that are discovered within one (1) year after final acceptance of final punch list, if said defect is the result of imperfections in material, design or workmanship provided by the Contractor. 2.0 PRODUCTS (Not used) 3.0 EXECUTION 3.1 Preparation for Acceptance (Prior to Final Inspection) A. Temporary facilities and utilities shall be properly disconnected, removed and disposed of legally. B. All systems, equipment and devices shall be in full and proper adjustment and operation, and properly labeled and identified. C. All materials shall be neat, clean and unmarred, and parts securely attached. 2 PIO KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE D. All broken work, including glass, raised flooring and supports, ceiling tiles and supports, walls, doors, etc., shall be replaced or properly repaired, and debris cleaned up and . Q properly disposed. z cL w E. All extra materials as specified shall be delivered and stored at the premises as directed by Owner. 0 0 co o al F. Test reports of each system and each component, as -built project drawings shall be w complete and available for inspection and delivery as directed by Owner. co w 0 . 3.2 System Acceptance Requirements J U_ A. Before final acceptance of the Work, the Contractor shall perform all work as stated cn herein. w z �. 3.3 Substantial Completion and Punch List Procedure z O uj A. The Contractor shall initiate process of determination for Substantial Completion by: 1. Giving written notice to the Owner that the building is substantially complete 0 0 D- 2. That the system has been installed and tested, and that the Appropriate Housing 0 F- Jurisdiction has approved of the system, and/or granted permission or = U certification for occupancy. B. Perform the following procedures for project close -out of electrical portions of the u_ O z work: U Cl) 1. Perform testing, tests and documentation. P 2. Refinish electrical equipment finishes which are damaged. z 3. Clean up. 4. Obtain final electrical inspection. Include copies in O &M manual. 5. Give written warranty in O &M per Division 1. 6. Furnish Record Drawings. 7. Furnish O &M Manuals C. Deficiency List 1. Prior to the Contractor giving notice of substantial completion, the Owner may walk the worksite with the Contractor to point out work needing completion. The lists of such work, to be called the Deficiency Lists, shall be compiled and written by the Contractor during walk throughs. 2. Deficiency Lists are not the Punch List. D. Determination of Substantial Completion 1. Upon receipt of the Contractor's lists the Architect shall review the lists as to whether or not a determination of Substantial Completion can be recommended to the Owner. If the determination cannot be made, the Contractor shall be so notified. 2. If the determination can be made, the Architect shall prepare a Certificate of Substantial Completion for the Contractor's signature and the Owner's acceptance. 3 SECTION 01700 PROJECT CLOSEOUT nJ. KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.2 Guarantee Letter A. Prepare guarantee and warranty documents. B. Submit one (1) preliminary copy to Architect for approval. 3.3 Clean -Up SECTION 01700 PROJECT CLOSEOUT 3. Prior to the time of substantial completion the Contractor shall apply and receive from the Inspectors having jurisdiction an approved Certificate of Testing. This must be a part of granting the Substantial Completion Certificate. Owner shall not grant a certificate of Substantial Completion until an accepted and approved Certificate of Testing is received by the Owner. E. Issuance of Punch List 1. Attached to the Certificates of Substantial completion, the Architect shall provide the Punch List indicating items of work which must be completed prior to Final Acceptance. Final payment and release of retainage shall not be granted until all punch list items are complete. Each punch list item, when completed by the Contractor, must be initialed by the Project Superintendent prior to re- submission to the Architect. 2. Upon receipt of punch list, with all items initialed as complete, a re -check shall be performed. C. Upon approval of preliminary copy, prepare and submit two (2) final copies to Architect and one (1) in each Project Manual to owner. A. Clean -up required for specific trades or work is specified in Sections pertaining to that trade of work. B. Provide Final Cleaning for the building as required per Part 5 of the General Conditions of the Contract for Construction. 3.4 Final Acceptance Procedure A. Requirements Prior to Final Acceptance Include: 1. Submission and approval of guarantees 2. Issuance of Final Certificate of Testing for each building, if not already obtained at time of Substantial Completion. 3. Final clean -up by Contractor. 4. Execution of all Change Orders. 5. Completion of all Punch List items. 6. Submission and approval of Record Drawings. 7. Submission and approval of O &M Manuals B. Final Acceptance Process: When all items described above have been completed, the following are required: 1. Architect's recommendation of Final Acceptance to the Owner. 4 �inp3tiia;uts,; KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2. Contractor's submission of final request for. 100% payment and payment of retainage with supporting documents. C. Final Payment and Release of retainage shall be in accordance with the conditions of the Contract upon final acceptance by the Owner and receipt of properly prepared invoice vouchers from the Contractor. 3.5 Warranty List Items A. Definition: Any work, materials or parts pursuant to the Contract Documents, which were discovered to be defective after the Punch List. B. The Contractor guarantees that all warranty work shall be completed during the warranty period. Items affecting the operation or reliability of any life safety systems shall be repaired to operating condition within 48 hours of notification. During the warranty period, the Contractor shall be responsible for any costs incurred by the Owner in providing interim safety measures, such as but not limited to fire -watch or security, until Contractor has completed repairs and restored the system(s) to full operation. ** *END OF SECTION * ** 5 SECTION 01700 PROJECT CLOSEOUT :.z.:wv.c.vw:... u...:i.i« . i.. u: Wl l 5� r: 1 . 2 :: st .r..:_+ . .rSYta .ud W;:._.:u.:su�. KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE SECTION 01720 PROJECT RECORD DOCUMENTS 1.0 GENERAL Drawings and Division I Specification Sections including Addenda to the General and Special Conditions apply to this work. z 2.0 RECORD DOCUMENT SUBMITTALS F" w re 2 2.1 General Specific requirements for record documents are indicated in individual sections of these u 0 specifications. Other requirements are indicated in General Conditions. General w = submittal requirements are indicated in "Submittals" sections. N LL w0 2.2 Record Drawings 2 Continually record the actual installations on a set of prints kept readily available at the g Q project during construction. These prints shall be used for this purpose alone. Provide co n very detailed record drawings as indicated in Part 4 of the General Conditions of the z w ILI Contract for Construction and as indicated in the applicable specification section. Z = Drawings shall indicate locations of all installations. At the completion of the work, i-.- 0 Contractor shall furnish a set of record drawings to Architect accurately documenting the w ~ final "as- built" conditions. w 1. The drawings shall consist of a reproducible set of prints, with "as- built" conditions v clearly and legibly scribed in dark ink. Co- ordinate with Section 01300 -4.0. p E- 2. Monthly payment requests from the Contractor shall not be reviewed nor shall = w monthly payments be authorized until the record "as- built" drawings have been P- reviewed and accepted. (See 01200, Meetings). L I O 3. Final payment to the Contractor shall not be authorized until these completed ui drawings have been submitted and accepted by the Owner. � v — , H 0 Z 2.3 Miscellaneous Record Submittals Immediately prior to date(s) of substantial completion, complete miscellaneous records and place in good order, properly identified and bound or filed, ready for continued use and reference. Submit to Architect for Owner's record. 2.4 Miscellaneous Manuals Organize maintenance and operating manual information into individual binders properly identified and indexed. Include emergency instructions, spare parts listing, warranties, wiring diagrams, recommended "turn- around" cycles, inspection procedures, shop drawings, product data, master keying index and similar applicable binder. Mark identification on front of each binder. END OF SECTION 1720 01720 -1 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 Environmental Site Assessment Reports and Asbestos Abatement Specification Z A. Environmental Site Assessment Reports and Asbestos Abatement Specification are per ,H w King County Housing Authority (KCHA) and are included as Section 13281 of this specification. Information regarding Hazardous Materials shall be provided by KCHA 0 and is for the contractor's reference, information and use. Renovation work performed w a on this project shall be performed in accordance with all governing regulations and ordinances. _J H B. The Phase One Environmental Site Assessment, Hazardous Material technical specification or other materials regarding hazardous materials were not prepared by the g Architect, and therefore the Architect shall not be responsible for the content thereof nor N a for the work done thereunder. W Z C. Questions relating to this subject should be addressed to KCHA or to a qualified F- O Hazardous Materials Consultant/Subcontractor retained by KCHA. w ui � 2.0 Scope of Hazardous Materials Work: (0 0 � v a A. (Refer to Section 01010 for Statement of Work for description of all work in this W u B. Assume all existing materials to contain hazardous materials unless otherwise known and w Z tested. contract) C. Additional testing may be performed at Contractor's option and expense. 2.1 Pickering Court: Refer to Environmental Site Assessment Report and Section 13281. Environmental Surveys by others indicate the presence of Asbestos containing materials. All existing ceiling "popcorn" texture and floor finishes shall be removed. Selective ceiling/wall demolition is necessary to allow access to utilities. It is the Contractor's responsibility to properly phase and sequence selective demolition of these materials to prevent any interruption of work schedule. 2.2 Burndale Homes: Refer to Environmental Site Assessment Report and Section 13281. Environmental Surveys by others indicate the presence of Asbestos containing materials. Selective demolition is scheduled. It is the Contractor's responsibility to properly phase and sequence selective demolition of these materials to prevent any interruption of work schedule. 2.3 Riverton Terrace: Refer to Environmental Site Assessment Report and Section 13281. Environmental Surveys by others indicate the presence of Asbestos containing materials. Selective demolition is scheduled. It is the Contractor's responsibility to properly phase and sequence selective demolition of these materials to prevent any interruption of work schedule. END OF SECTION 02080 -1 SECTION 02080 HAZARDOUS MATERIALS U = 0 Z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 RELATED WORK IN OTHER SECTIONS 1.2 REMOVAL RESPONSIBILITY 1.3 STRUCTURE PRIOR TO DEMOLITION 1.4 PERMITS & LICENSES 1.5 PROTECTION 1of7 SECTION 02210 SELECTIVE DEMOLITION A. Removal as specified and as shown on drawings. Coordinate related requirements in other parts of the specifications including but not limited to the following: Haz -Mat, 02080 Carpentry at Site, 06100 Asbestos Removal and Disposal, 13281 Mechanical Division 15 Electrical Division 16 A. The General Contractor is responsible for all removal work and must retain and direct all trades, workmen and specialties necessary to accomplish the required work indicated on the drawings and as noted in this Section. A. Accept buildings and premises on an as -is condition. Owner assumes no responsibility for building and premises condition at time of notice to proceed, nor thereafter. Contractor to assume all risks from damage or loss to buildings and premises by means of fire, theft, injury and all other causes which are as a result of the work. Damage or loss resulting from any cause to buildings, persons and/or property will not relieve the Contractor from his obligation to complete all work under the contract. A. Obtain shall obtain and pay for any required permits or licenses for demolition, including those required for the hazardous material removal. Contractor to be licensed for demolition work in the area of the project. A. Keep those portions of existing buildings which are to remain, clean and free of damage. Repair any damage that occurs to these areas to a like condition prior to damage. Use rubber tired equipment or buggies over floors of areas to remain. Leave existing roof in place. Roof work to include the minor repairs and upgrades necessary for associated work, e.g. installation of new vents. Enclose building as soon as possible following existing door /window replacements and other scheduled work. Remove or control access to any hazards. Secure premises at close of each work period. Existing plastered walls and ceilings scheduled to remain shall remain intact as much as possible by confining the damage to those areas where new work or removal occurs. KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.0 EXTENT OF WORK IN THIS SECTION 2.1 PICKERING COURT: B. Removal includes, but is not limited to: 2.2 BURNDALE HOUSING: 2 of 7 SECTION 02210 SELECTIVE DEMOLITION A. The basic buildings shall remain intact with no demolition work occurring at the exterior except as otherwise noted below and in the drawings. Exterior grounds and sitework and the basic building exterior walls, trim, roof structure, foundation, windows, interior wall /ceiling finishes and framing shall remain intact and protected during other demolition and removal. Refer to Hazardous Materials section of the specification. 1. All interior doors, hardware and frames. 2. Sheet vinyl, VCT and other floor finishes including pads, underlayments and mastics at all locations. 3. Existing wall and ceiling finish at all bathrooms. 4. Interior, floor, wall and ceiling drywall and finishes as necessary for structural and other repairs and upgrading, e.g. electrical and mechanical work. Cleanly remove all damaged surface finishes to allow for patching and repair. 5. Residential appliances. Verify with Owner existing appliances to salvage for Owner. 6. Window coverings. 7. Indicated exterior stairs per building plans. 8. Exterior metal entry doors and frames 9. Building components including but not limited to: Bathroom and kitchen plywood subfloors, rotten floor joists and floor sheathing, indicated exterior structural posts, damaged decking. 10. Mechanical components including but not limited to: Plumbing fixtures and plumbing connections, accessories and areas requiring plumbing adjustments. 11. Electrical components including but not limited to: Electrical panels, lighting fixtures, baseboard heaters, thermostats, smoke detectors, exhaust fans, switches, outlets, cover plates, telephone /cable and other wiring abandoned or to be abandoned. 12. A tear -off chute shall be constructed and installed to control and direct demolition materials into a truck or dumpster at each building. 13. See Demolition Plans for further details and notes. A. The basic buildings shall remain intact with no demolition work occurring at the exterior except as otherwise noted below and in the drawings. Exterior grounds and sitework and the basic building exterior walls, trim, roof structure, foundation, windows and exterior /interior wall framing shall remain intact and protected during other demolition and removal. Refer to Hazardous Materials section of the specification. v., aY.t.+NSat!gplct�OS. . • n KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE B. Removal includes, but is not limited to: 2.3 RIVERTON TERRACE: SECTION 02210 SELECTIVE DEMOLITION 1. All interior doors, hardware and frames. 2. Removal of sheet vinyl, VCT and other floor finishes, including pads, underlayments and mastic at all locations. 3. Existing interior wall and ceiling drywall finishes throughout. 4. Residential appliances. Verify with Owner existing appliances to salvage for Owner. 5. Window coverings. 6. Building components including but not limited to: Bathroom and kitchen plywood subflooring, (as well as other plywood subflooring required for accessibility to crawlspace), rotten floor joists and floor sheathing, select exterior structural posts, select crawlspace structural posts. 7. Damaged insulation, including but not limited to all floor joist insulation removed or affected by plywood subflooring removal and mechanical /electrical system upgrades and installations. 8. Mechanical components including but not limited to: Plumbing fixtures and existing galvanized piping. (Existing plumbing system to be fully replaced.) 9. Electrical components including but not limited to: Electrical panels, electrical wiring, lighting fixtures, thermostats, smoke detectors, exhaust fans, switches, outlets, cover plates, and abandoned (or to be abandoned) telephone, cabling and other wiring. 10. A tear -off chute shall be constructed and installed to control and direct demolition materials into a truck or dumpster at each building. 11. Crawlspace areas shall be completely cleaned of debris and all abandoned pipes, lines and wiring removed. 12. See Demolition Plans for further details and notes. A. The basic buildings shall remain intact with no demolition work occurring at the exterior except as otherwise noted below and in the drawings. Exterior grounds and sitework and the basic building exterior walls, trim, roof structure, foundation, exterior /interior wall framing shall remain intact and protected during other demolition and removal. Refer to Hazardous Materials section of the specification. B. Removal includes, but is not limited to: 1. All interior doors, hardware and frames. 2. All exterior windows and damaged/deteriorated framing and sills at general window locations. 3. Removal of sheet vinyl, VCT and other floor finishes (including pads, underlayment and mastics) at all locations. 4. Existing interior wall and ceiling drywall and finishes. 5. Residential appliances. Verify with Owner existing appliances to salvage for owner. 6. Window coverings 3of KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 7. Building components including but not limited to: Bathroom and kitchen plywood subflooring (as well as other plywood subflooring required for working accessibility in crawlspace), rotten floor joists and floor sheathing per plan, select exterior structural posts, select crawlspace structural posts. 8. Damaged insulation, including but not limited to, all floor joist insulation removed or affected by plywood subflooring removal, mechanical /electrical systems upgrades and installation. 9. Mechanical components including but not limited to: Plumbing fixtures, existing galvanized piping/sanitary piping. (Existing plumbing system to be fully replaced.) 10. Electrical components including but not limited to: Electrical panels, electrical wiring, lighting fixtures, baseboard heaters, thermostats, smoke detectors, exhaust fans, switches, outlets, cover plates, and abandoned (or to be abandoned) telephone, cabling and other wiring. (Existing electrical system to be fully replaced.) 11. A tear -off chute shall be constructed and installed to control and direct demolition materials into a truck or dumpster at each building. 12. Crawlspace areas shall be completely cleaned of debris and all abandoned pipes, lines and wiring removed. 13. See Demolition Plans for further details and notes. 2.4 UTILITIES SECTION 02210 SELECTIVE DEMOLITION A. Keep active utilities intact and in continuous operation, roof drains, street drains and sewers open for free drainage at all times as required. Refer to Division 16000 for Temporary Power and Emergency Power Facilities. 2.5 NOISE A. Do work requiring use of air hammers, or any other noisy equipment only as indicated in Section 00900 and with specific approval of Architect and Owner. 2.6 ENVIRONMENTAL PROTECTION A. The Contractor will provide and maintain environmental protection during the life of the contract. Environmental protection will be provided to control pollution that develops during normal construction or demolition practices. The Contractor's operation will comply with all Federal, State and local regulations pertaining to water, air, solid waste and noise pollution. 3.0 DISPOSITION OF MATERIALS 3.1 GENERAL A. Retain salvage for the Owner as noted in other sections, specifically indicated on drawings or as noted for reuse. Where items are not specifically scheduled or listed make Owner aware of demolition schedule and time table for identifying items to be salvaged. Store as directed below. 4 of 7 V ••••.4 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.2 TITLE TO MATERIALS A. Title to all materials and equipment to be demolished, except owner reserved items, is vested in the Contractor upon notice to proceed. The Owner will not be responsible for the condition, loss or damage to such property after notice to proceed. 3.3 DEBRIS A. Remove all debris from buildings and premises, haul away in an approved manner to an approved disposal site as the work progresses. Contractor to secure and pay for all permits and disposal costs. Allow no debris to accumulate or become a hazard. All debris to be removed from building in accordance with City codes. 3.4 CONTRACTOR SALVAGE SECTION 02210 SELECTIVE DEMOLITION A. Material for salvage and reuse by contractor will not be stored on site once removed from original position. Store only owner's salvage and protect for reuse. Public sales of any Contractor salvage material will not be held on the site. 3.5 HAZARDOUS MATERIALS A. Refer to Hazardous Materials section of the specification, and testing and reports by KCHA. B. If during the process of demolition any additional or unsurveyed hazardous materials are discovered, the Contractor shall proceed as follows: 1. Isolate the suspected area and notify the Architect immediately. The Owner has the option to utilize the Contractor's Hazardous Removal Specialist or contract with other specialists qualified to remove and dispose of such materials. 2. Contractor shall stop work in the suspected area. Delays encountered because of inability to work during this action shall not be counted against previously agreed schedules. Adjustments to schedules and costs will be negotiated between the Owner and Contractor. 4.0 EXECUTION - REMOVAL WORK 4.1 DAMAGE DURING DEMOLITION A. Replace entirely or satisfactorily repair as required by Architect/Engineer any portion of new or existing structure or finish damaged during removal. 4.2 AREAS AFFECTED BY REMOVAL WORK A. All areas affected by removal work will be patched and repaired to match adjacent surfaces unless noted otherwise. When removing doors, remove jamb also unless noted otherwise on drawings, and provide finish opening or close in to match adjacent wall surfaces, as shown on plans. When providing new openings, provide finish assembly and surrounding surfaces. Provide all removal and relocation of miscellaneous trim, wires and pipes for new openings, even if not shown on the plans. 5 of 7 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 4.5 DEMOLITION, STRUCTURAL SECTION 02210 SELECTIVE DEMOLITION 4.3 Saw cut new openings in lieu of other methods as possible, or approved by Architect. 4.4 NON - STRUCTURAL A. Remove as specified in this Section and in accordance with the plans. B. Inspection: After completion of removal of plaster from walls, floors and roof, for placement of structural elements or roofing, notify Architect/Engineer for visual inspection of exposed structural components. A. The Contractor will comply with the bracing, shoring and procedure plans as approved by the local jurisdiction. B. New Openings: Cut new openings for new walls, pilasters, mechanical openings and others as required for new systems. Keep openings to a minimum to fit new systems. Existing masonry or concrete shall not be saw cut or damaged/penetrated unless otherwise approved by Architect. Do not cut structural members or supports until full shoring has been provided and approved. Do not cut existing reinforcing except as approved. C. Roof Penetration: Provide temporary weather protection for all new roof penetrations. 4.6 DEMOLITION, MECHANICAL A. Drawings do not show complete existing mechanical systems on the drawings. Refer to plans for diagrammatic location of existing systems effecting work. B. Selective water supply /piping will be temporarily removed and rerouted per mechanical plumbing drawings. Notify and coordinate with Owner and fire marshal prior to doing work. C. Avoid work on any hazardous materials during demolition unless specifically authorized to do so. If discovered during demolition, notify Architect and Owner of discovery immediately. D. Abandoned mechanical systems piping and the like located in existing walls, shall be removed where possible. Where not possible and when pipe , which do not interfere with the installation of the work, will be cut back 1/2 inch below the finished surface and capped for future use. E. Refer to Section 01500, Temporary Facilities for temporary water and sewer. 6 of KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 4.7 DEMOLITION, ELECTRICAL SECTION 02210 SELECTIVE DEMOLITION A. Exposed raceways not able to be completely removed shall be cut back 1/2 inch below finish surfaces of ceilings, walls and floors. Fill with grout. B. Emergency Power: Generator to remain operational throughout construction. Coordinate and get approvals from THE City Fire Marshal prior to relocation and/or downtime. C. Any existing fire alarm panel shall remain operational throughout construction. Coordinate and get approvals for relocation and down time with the local jurisdiction's Fire Marshal prior to any work. Copy architect and owner with information and timing. 4.8 SERVICES TO EXISTING RESIDENTS A. Service Utilities: Utility service to the occupied residential portions of the building is to be maintained throughout construction, except for short, scheduled hours of disruption. Provide 24 hours notice prior to downtime, typical. Utility service to occupied commercial portions of the building, i.e. Food Bank, shall remain at all times. If this is not possible for any reason please notify Owner /Architect immediately. (Such work would only be allowed after close of business operations.) END OF SECTION 7of . el ?iirr. ��: ?:i.�i4^�Ua•Fiu.K. Zk:' 2e47 :1.:iSi•.`'.aiiti;L.Y.�.iim::, KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.4 DELIVERY AND STORAGE 1.5 SEALANT FORMULATION 1.6 SAMPLE JOINT 1 of 3 SECTION 02700 PIPE PENETRATION SEALANT 1.1 RELATED WORK z I I-= A. Coordinate related requirements specified in other parts of the specifications including w but not limited to: 1. Caulking & Sealants, 07900 -J v0 2. Metal Doors and Frames, 08110 cn 0 3. Gypsum Wallboard, 09250 w w J I. 1.2 GENERAL w O A. Caulking or sealant shall be provided in wall floor penetrations as indicated or specified. Q Materials shall conform to the respective specifications and other requirements specified. co The work specified herein shall be performed by workmen skilled in such work. H W Z 1.3 ENVIRONMENTAL CONDITIONS I. O zf— ww A. The ambient temperature shall be within the limits of 40 and 90 degrees F. when the caulking and sealants are applied. 0 N 0H w A. Materials shall be delivered to the job in the manufacturer's original unopened u' O containers. The containers shall include the following information on the label: ui � supplier, name of material, formula or specification number, lot number, color, date of v — manufacture, mixing instructions, shelf life, and curing time when applicable at the O standard conditions for laboratory tests. All materials shall be carefully handled and stored to prevent inclusion of foreign materials, or exposure to temperature exceeding 90 degrees F. Sealing compound or components outdated as indicated by shelf life shall not be used. A. Each container brought to the job site with a different sealant formulation shall be marked for the intended use. For each intended use, the color shall be one of the manufacturer's standard colors as closely matching the adjacent surfaces as possible. The sealant formulation shall conform to the requirements specified herein. B. Before caulking and sealant work is started, a sample of each type of joint shall be caulked or sealed where directed. The sample shall show the workmanship, bond and color of caulking material. The workmanship, bond and color as appropriate of caulking throughout the project shall match that of the approved sample joint. =,ti :.rta ..$w...:;w.:s "• . Z. 6 " sui5+:14:4i Ctii i3':�{: ui�., KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.7 EXTENT OF CAULKING AND SEALANTS A. Openings where items pass through exterior wall or floors. B. Metal -to -metal joints where sealing or "caulking" is shown or specified. C. Any other joint as necessary for a finished and complete job. 2.0 PRODUCTS 2.2 PRIMER: As recommended by manufacturer of sealant. 2.3 BACKUP MATERIAL: As recommended by manufacturer of sealant. 2.1 Sealing compound conforming to ASTM E814 and rated for Smoke and Fire per applicable assembly. Sealing compound shall be UL rated for smoke and fire. HILTI FS 506 or approved equal. 3.0 EXECUTION 3.1 SURFACE PREPARATION SECTION 02700 PIPE PENETRATION SEALANT A. The surfaces of penetrations shall be sealed and dry. Oil, grease, dirt, chalk, particles of mortar, dust, loose rust, loose mill scale, and other foreign substances shall be removed from all joint surfaces to be sealed. Oil or grease shall be removed with solvent and surfaces shall be wiped with clean cloth. 3.2 EXISTING JOINTS TO BE RECAULKED/RESEALED A. Break out existing material (including loose mortar, laitance or efflorescence) to a solid backing and at least to the depth recommended. Clean joint with a stiff wire brush and prepare surface as above. Recaulking required only at joints abutting or affected by new work unless noted otherwise. 3.3 Steel surfaces and pipe to be in contact with sealant shall be scraped and wire brushed to remove loose mill scale. Protective coatings on steel surfaces shall be removed by a solvent that leaves no residue. 3.4 Aluminum surfaces in contact with sealants shall be cleaned of temporary protective coatings. When masking tape is used for a protective cover, the tape and any residual adhesive shall be removed just prior to applying the sealant. Solvents used to remove protective coating shall be as recommended by the manufacturer of the aluminum work and shall be nonstaining. 3.5 Comply with sealant manufacturer's printed instructions, except where more stringent requirements are shown or specified and except where manufacturer's technical representative directs otherwise. 3.6 Prime or seal the joint surfaces wherever shown or recommended by the sealant manufacturer. Do not allow primer /sealer to spill or migrate onto adjoining surfaces. aw] :..t..�u.0 N4gNYUYAV• ' 2 of 3 z = 1- '~ w a: J 0 U 0 ui � u_ 0 u.a i z = t- 0 w ~ • p U O - O H w W u. O Z W U= O ~ z • KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.7 Install sealant backer rod for liquid elastomeric sealants, except where recommended to be omitted by sealant manufacturer for the application shown. 3.8 Install bond breaker tape where required by manufacturer's recommendations to ensure ' re w that elastomeric sealants will perform properly. 6 JU 3.9 Employ only proven installation techniques. Except as otherwise indicated, fill sealant u) o rabbet to a slightly concave surface, slightly below adjoining surfaces. Where horizontal w = joints are between a horizontal surface and a vertical surface, fill joint to form a slight cove, so that joint will not trap moisture and dirt. w 0 3.10 Install sealants to depths as shown or, if not shown, as recommended by the sealant g manufacturer. N d w 3.11 Acoustical sealant shall be applied only to concealed surfaces. A full bead shall be z gunned into joints or openings. Piping and backs of electrical boxes shall be covered 0 z with a sealant and perimeters sealed. Acoustical sealant shall be required at perimeters w w and at penetrations of new common walls at apartment units. Sealant is not required where joint has been covered with tape and compound. 0 a '- 3.12 CLEANING = w The surface adjoining the caulked and sealed joints shall be cleaned of smears and other ►— soiling resulting from the caulking and sealing application as work progresses. IL z w 3.13 All cracks and joints shall be sealed. All fixtures, equipment and concealed spaces shall � be sealed to prevent insect infiltration and eliminate all gaps. 0 z 3.14 Seal all plumbing fixtures not supplied with integral or factory gasketing to the walls and floor. This shall include showers, urinals and toilets. END OF SECTION 3 of 3 SECTION 02700 PIPE PENETRATION SEALANT KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 Formwork as specified. Environmental Procedures, 01150 Concrete Reinforcement, 03200 Cast -in -Place Concrete, 03300 1.2 BUILDING CODE A. Conform to requirements of the latest edition of the Uniform Building Code and ACI 318 -77. 1.3 STANDARD SPECIFICATIONS A. "ACI Standard Specification for Structural Concrete Buildings" (ACI 301 -72), published by American Concrete Institute. "Recommended Practice for Concrete Formwork" (ACI 347 -78). 2.0 PRODUCTS 2.1 GENERAL A. The Contractor is responsible for design, engineering and construction of formwork and shoring in accordance with referenced ACI Specification, and building code, whichever more rigid. Size of facing materials, studs, walers, shores, joists, etc., to safely carry loads at rate placed. Design by Structural or Civil Engineer licensed, as applicable, to do work in Washington State. Special inspection paid for by Owner when required by City. Provide Owner and Architect copies of inspections prior to pouring. B. Conform to shapes, lines, and dimensions shown on drawings. C. Build forms tight to prevent mortar leakage. Provide access openings as required for reinforcement, cleaning, and inspection. 2.2 CHAMFERS SECTION 03100 CONCRETE FORMWORK A. Chamfer external corners of exposed concrete except at flush joints between masonry and concrete, and as detailed. Use 3/4 inch triangular strip in form. Dimension is parallel to face of wall. 2.3 EMBEDDED ITEMS AND PIPE SLEEVES A. Position in forms, location shown. Install reglets, nailers, frames, etc. B. Provide adequate support to prevent displacement. C. Allow other trades ample time and facilities for placing and installing. 03100 -1 :ti:7Z.1'�ci;,s.:;:5.: KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE D. Provide sleeves and blockouts in foundations and footings for future installation of pipes, conduits and other items to be installed by others. 2.4 ANCHOR BOLTS FOR ATTACHED ITEMS A. As per referenced ASTM A307, hot -dip galvanized in accordance with ASTM A153 -67. Embedment and projection as shown or as required. Set perpendicular to surface of concrete. 3.0 EXECUTION 3.1 Arrangement of joints and ties for board or plywood forms subject to Architect's approval. Forms for exposed concrete will be inspected by Architect and Engineer. 3.2 Set forms true to line and grade and maintain so as to ensure completed work within the allowable tolerances specified, and make mortar tight. Construct forms so that they can be removed without damaging the concrete. Set and maintain concrete forms to ensure that after removal of the forms no portion of the concrete work will exceed any of the tolerances specified in ACI 347. A. Materials as specified. B. Specified texture or finished product. C. Clean and free of foreign materials. D. Prior to concrete placement, footing and slab areas are to be protected from rain. Disassemble and rebuild formwork in areas where subgrade is deteriorated by rain; replace /repair subgrade per earthwork specifications. 3.3 FORM TREATMENT A. APPLICATION 1 Apply in accordance with manufacturer's instructions. 2. Apply before placing reinforcement. 3. Apply for each re -use of form. 4. Use minimum quantity required. 5. Do not allow to contact concrete against which fresh concrete will be placed. 6. Use less toxic form releasers. Avoid using forms coated with fuel oil. Use less toxic releasers such as "kick- hard ", vegetable oil spray or waxing or painting. B. BOARD AND PLYWOOD FORMS 1. "Non- Crete" Form Coating manufactured by Nox -Crete Company, 20th and Williams Streets, Omaha, Nebraska 68108; telephone: ME4 -3000; or approved. 03100 -2 SECTION 03100 CONCRETE FORMWORK `iM dNM'1 • KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE C. METAL FORMS - "Non -Crete Form" Coating, or approved. 3.4 FORMING TIES AND BRACING 03100 -3 SECTION 03100 CONCRETE FORMWORK A. No wood ties or bracing shall be cast into the concrete. All wood in contact with concrete shall be treated. Use cone ties on exposed work. 3.5 RE -USE OF FORMWORK A. Every attempt to re -use and recycle form work should be considered by the contractor. * ** END OF SECTION * ** ..1 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL SECTION 03200 CONCRETE REINFORCEMENT A. References in this section to equipment, material, articles or patented processes by trade name, make, or catalog number shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. B. All concrete shall be reinforced. See drawings for specific requirements. Provide wire mesh/fabric reinforcing in non - structural walkway and patio areas for which reinforcing is not specifically indicated. Confirm with Architect. 1.1 RELATED WORK IN OTHER SECTIONS A. Conventional Reinforcement Work in this section for: 1. Cast -in -Place Concrete, 03300 1.2 STANDARD SPECIFICATION A. "ACI Standard Specification for Structural Concrete Buildings" (ACI 301 -72), published by American Concrete Institute, except as otherwise shown or called for. B. "ACI Detailing Manual Publication" SP -66. C. "Recommended Practices for Welding Reinforcing Steel, Metal Inserts and Connections in Reinforced Concrete Construction," AWS D12.1 -61. 2.0 PRODUCTS 2.1 BARS A. Deformed billet steel bars for concrete reinforcement - ASTM A615, Grade 60. Deformed billet steel bars for concrete reinforcement - ASTM A615, Grade 40. All bars shall be clean and free from loose rust and scale. 2.2 TIE WIRE A. No. 16 double annealed iron wire. 2.3 FIBER MESH Per ASTM. 2.4 ACCESSORIES A. Provide devices for proper placing, spacing, supporting and fastening reinforcement. Use standard steel chairs or well cured concrete blocks. 03200 -1 : tx+ ni:. xlw7: iVciw :�'�tlr;t4ai::t4:d.t.wada.;a. z il- w re w2 JU U O WI Wo u_ < U o =d 1- III z = zo L1.1 uj U O D- o E— W • W O .. z w co O ~ z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.0 SUBMITTALS A. Submit shop drawings in accordance with Section 01340 and as directed by Architect. 4.0 INSTALLATION 4.1 Clean, bend and splice reinforcement in accordance with Building Code and SP -66. 4.2 Hooks shall conform to Table 2 -1 of SP -66. 4.3 Welding shall be performed by welders certified by City and W.A.B.O. 4.4 Conform to ACI 301 -72 except as otherwise called for. 4.5 Place accessories as per SP -66. Include all necessary devices. Place steel accurately as per drawings and plan. Fasten securely in place. Prevent displacement before and during concrete pour. Place to provide sufficient concrete cover as shown on drawings. Do not drive nails in forms for supporting steel. Place and secure dowels, studs and other projecting bars before pouring. * ** END OF SECTION * ** 03200 - 2 SECTION 03200 CONCRETE REINFORCEMENT f1 iiY„ 1 kuu, n,»d.r;w?Lslo.7i:�z'.1..�4Sill� 7a�i.Y= w, �a# 7`. XS74�F: i1+ nS" t�yte.' ; a :'�:idiwti . .. • . �. . tt KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 RELATED WORK IN OTHER SECTIONS Concrete Formwork, 03100 Concrete Reinforcing, 03200 1.2 BUILDING CODE A. Requirements of the UBC, latest edition amended and adopted by the City. 1.3 STANDARD SPECIFICATIONS A. Conform to "ACI Standard Specification for Structural Concrete Buildings" (ACI 301- 74), published by American Concrete Institute, except as otherwise shown or called for. 1.4 Submit batch certificates for each concrete pour confirming test results required on drawings. 2.0 PRODUCTS 2.1 CEMENT 2.1.1 FLYASH A. ASTM C 618, class F. Minimum cement replacement of 15 %. 2.1.2 BLENDED CEMENTS A. ASTM C 595, Type IS, IP, I(PM), I(SM) 2.2 ADMIXTURES 2.3 AGGREGATES A. Conform to UBC STD 26 -2. 1 SECTION 03300 CAST IN PLACE CONCRETE A. Standard approved brand of Portland cement, conforming to UBC STD16 -1, Type 1 normal; Type III for high -early strength, with approval of Engineer. All cement by one manufacturer. A. All admixtures conform with UBC STD 26 -9. No admixture shall be used without Architect's approval. Air entrain as required in General Structural Notes. B. Maximum size is 1 -1/2 ", but not larger than one -fifth of the narrowest dimensions between the sides of forms of the member for which concrete is intended, nor larger than three - fourths of the minimum clear spacing between reinforcing bars. KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE co 0 2.6 SLUMP J A. Maximum slump per structural notes. Measure slump per ASTM C -143. W 0 2 2.7 CONCRETE BASES FOR EQUIPMENT - IL Q co �. - A. Use typical slab on grade. a 1— w z = 2.8 NON - SHRINK GROUT AND MORTAR O z � 2 � A. Embeco #602, #636 or #411 -A mortar as manufactured by Master Builders. Sonneborn 0 is an approved manufacturer. O 0 2.9 EXPANSION JOINTS IN SLABS = v A. Preformed non - extruding resilient material, ASTM D -1752, Type I, 1/2 inch wide by L I O z depth required to bring top to within 1/2 inch of slab surface. Sonoflex cane fiber U U) expansion joint or approved. H H O z 2.4 WATER A. Use clean, fresh and potable water. 2.5 READY -MIX w A. Ready -mix concrete, conform with UBC. See structural notes 0 v 0 3.0 EXECUTION 3.1 MIXING AND PLACING CONCRETE SECTION 03300 CAST IN PLACE CONCRETE A. Mixing and placing in accordance with UBC's 2604 and ACI 301. See ACI Standard "Recommended Practice for Measuring, Mixing and Placing Concrete ", (ACI 614 -59) for standard practice. B. Mix in accordance with minimum stated proportions. Select ingredient proportions producing workable mix and attaining required 28 -day strength. Produce durable, abrasion resistant water -tight concrete, uniform in appearance. C. Placing Conditions 1. All conveying equipment shall be clean. All formwork, reinforcing and embedded items shall be in place, and approval granted, before placing concrete. 2. Use conveying equipment of a size that ensures continuous concrete flow without separation or loss of ingredients. Do not place any concrete pumping slurry in forms. 2 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE SECTION 03300 CAST IN PLACE CONCRETE 3. Consolidate all concrete by mechanical vibration. Vibration frequency shall be 7000 revolutions per minute minimum. Insert and withdraw at many points, 18 to 30 inches apart. Insertion duration shall be sufficient to consolidate concrete without causing segregation (5 to 15 seconds). Insert into the previous lift to ensure mixing of lifts. Have a spare vibrator on hand. See ACI Standard "Consolidation of Concrete" for standard practice. 4. Do not use aluminum pipe for pumping concrete. 3.2 NOTICE OF INTENTION TO POUR A. Notify the Architect and Engineer at least 48 hours before the intended pour. Approval to pour will not be given until all steel, forms and devices are in place. 3.3 COLD WEATHER A. See ACI Standard "Recommended Practice for Cold Weather Concreting" (ACI 306 -66) for standard practice. 3.4 HOT WEATHER A. See ACI Standard "Recommended Practice for Hot Weather Concreting" (ACI 605 -59) for standard practice. B. Maximum temperature of fresh concrete at time of placing 80 degrees F. C. Moist cure for 24 hours following placing whenever temperature exceeds 85 degrees F. After 24 hours concrete may be cured by conventional method. D. Whenever temperature exceeds 85 degrees F., use water fog spray as required during finishing to prevent plastic shrinkage. E. Do not add water to concrete unless additional cement is added to maintain approved water - cement ratio. F. Wet all placing equipment, forms, reinforcing and subgrade prior to placing concrete. 3.5 CURING CONCRETE A. Not less than 7 days for Type I cement. Three days for Type III cement. Review structural notes and foundation plans for possible additional requirements. B. Use moisture- retaining cover: ASTM C 171, polyethelene film or white burlap. C. Apply evaporation retarder to exposed concrete surfaces if hot, dry or windy conditions exist according to manufacturers recommendations. 3 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.6 CLEANING AND REPAIRING CONCRETE A. Finished Exposed Surfaces: Knock fins off smooth. Patch imperfections to match adjacent surfaces. Rub surfaces with carborundum stone where directed. Leave surfaces clean and smooth. If directed to correct imperfections, sack surfaces with grout mixed with 1 Cu. Ft. Portland cement, 1 Cu. Ft. sand and sufficient water to allow grout to be rubbed into surface. Do sacking immediately after forms are removed. 3.7 LEVELING GROUT A. Acrylic latex base liquid for interior and exterior dressing grout for concrete slabs, for filling holes and cracks not exceeding 3/4 inches deep. For holes exceeding 3/4 inches deep, initially fill to within 3/4 inch of surface with standard concrete or mortar mixes. "Sonocrete" as manufactured by Sonneborn. 3.8 NONSHRINK GROUT AND MORTAR A. Use per manufacturer's instructions. 4.0 CONCRET MIXES WITH FLYASH CONTENT A. General recommendations for fly ash concrete: B. Keep water cement ratios low to limit wait time to finish. SECTION 03300 CAST IN PLACE CONCRETE C. Open slab surfaces with a wood float to allow concrete to bleed sooner in cold conditions. D. Neglected, high fly ash slab surfaces can be prone to plastic shrinkage cracking — mitigate with evaporation control materials. 4.1 FOOTINGS /CRAWLSPACE REPAIRS A. Use of a fly ash contents of 15 -20% is encouraged. 4.2 SLAB ON GRADE A. Use of a fly ash contents of 15 -20% is encouraged. END OF SECTION 4 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 RELATED WORK A. Coordinate related requirements specified in other parts of the specifications including, but not limited to the following: 1. Finish Carpentry/Millwork, 06200 2. Painting, 09900 1.2 QUALITY ASSURANCE SECTION 05500 MISCELLANEOUS METAL A. Conform to the following codes and standards: 1. Structural Steel Fabrication and Erection: AISC Specification for Design, Fabrication and Erection of Structural Steel for Buildings. 2. Welding: AWS requirements for welding in building construction, American Society for Testing and Materials (ASTM). B. FIELD MEASUREMENTS 1. Take field measurements prior to preparation of shop drawings and fabrication. Allow for trimming and fitting where taking field measurements. C. SHOP ASSEMBLY 1. Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. 1.3 SUBMITTALS A. SHOP DRAWINGS 1. Submit shop drawings for fabrication and erection of miscellaneous fabrications. Include plans, elevations, and details of sections and connections. Show anchorage and bolt installation. B. PRODUCT DATA 1. Submit manufacturer's specifications, anchor details and installation instructions for products used in miscellaneous metal fabrications, including paint products and grout. C. Submit sample of finish of all metal fabrications to be used. 2.0 PRODUCTS 2.1 GENERAL A. For fabrication of miscellaneous metal work which will be exposed to view, use only materials which are smooth and free of surface blemishes including pitting, seam marks, roller marks, rolled trade names and roughness. 1 of z ~ Z re w 6 00 N c J H w co —0 w Z = F- O Z !- W • W U 0- a '- W • u j LL- O Ili z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2 of 4 SECTION 05500 MISCELLANEOUS METAL 1. Extruded shapes: ASTM B455 2. Plates and bars: ASTM A525 3. Seamless tube: ASTM B135 4. Castings: ASTM B584 re B. See General Structural Notes, sheet S10 -1, for additional and specific information. v 0 2.2 Steel Plates, Shapes and Base: ASTM A36 z E- N u, 2.3 Steel Pipe: ASTM A53, Grade B, standard weight, black finish unless galvanized as w O indicated. gQ 2.4 Structural tubing: ASTM A500, Grade B N = a i .. w 2.5 Miscellaneous Steel Connectors and Pieces: Furnish matching finish color and textures ? as adjoining metal. z O 2.6 Anchoring Devices p 1. Provide anchoring devices as required for the installation of ornamental items. 0 N Provide toothed steel or lead shield expansion bolt devices for drilled in place 1-- anchors. Provide anchoring devices with exposed surfaces matching the texture and = U finish of the metal item anchored. Rawlplug Company, Inc., or approved. u_ 2.7 Bituminous Paint SSPC - Paint 12 (Cold - applied asphalt mastic). v O~ 3.0 EXECUTION Z 3.1 GENERAL A. Design components to allow for expansion and contraction for a minimum ambient temperature range of 100 degrees F., without causing buckling, excessive opening of joints or overstressing of welds and fasteners. B. Form metalwork to the required shapes and sizes, with true curves, lines and angles. Provide necessary rebates, lugs and brackets for assembly of units. Use concealed fasteners wherever possible. C. Comply with AWS for recommended practices in shop welding. Provide welds behind finished surfaces without distortion or discoloration of the exposed side. Clean exposed welded joints of all welding flux, and dress on all exposed and contact surfaces. D. Mill joints to a tight, hairline fit. Cope or miter corner joints. Form joints exposed to weather to exclude water penetration. E. Provide castings that are sound and free of warp or defects which impair strength and appearance. Mill joints to a close fit, and finish exposed surfaces to smooth, sharp, well - defined lines and arises. " 3Ml vM+# C9. 1'? Y1. 1CF!{ R�dI�M LIk` tk� 'i1!1�F:8L'PYC��.�.'�l,�o'Ci. '�:•r a. ., M,�-�,,;�I;�,TC9:b �. w.' hcn'", �. � .�GSw�'J3:m''vu?>'ri:�'.(+f},�. •�•'SF}:%�pe KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.2 SHOP FINISHING SECTION 05500 MISCELLANEOUS METAL A. GENERAL: Comply with ANNMM "Metal Finishes Manual" for recommendations and designations of finishes, except as otherwise indicated. B. All items indicated on the drawings or specified "Galvanized" shall be hot- dipped galvanized after fabrication. No field fitting or grinding. Surfaces damaged in erection shall be touched up with "Gal - Weld ", "Galvicon ", or approved. Coat other metal as follows. C. Clean steel to SSPC- SP -2 -63 requirements. Use Tnemec 99 Red Metal Primer. Apply in accordance with manufacturer's instructions to 4.0 wet mil thickness (2.0 dry mils). D. Protect mechanical finishes on exposed surfaces from damage by application of strippable temporary protective covering prior to shipment. 3.3 CORROSION PROTECTION A. Coat concealed surfaces which will be in contact with concrete, masonry, wood, or dissimilar metals, in exterior work and work to be built into exterior and below grade walls and decks, with a heavy coat of bituminous paint. Do not extend coating onto exposed surfaces. 3.4 INSTALLATION A. Provide anchorage devices and fasteners where necessary for securing ornamental metal items to in -place construction; including threaded fasteners for concrete and masonry inserts, toggle bolts, through - bolts, lag bolts, wood screws and other connectors as required. B. Perform all cutting, drilling and fitting required for the installation of the ornamental metal items. Set the work accurately in location, alignment and elevation, plumb, level and true, measured from established lines and levels. C. Form tight joints with exposed connections accurately fitted with uniform reveals and spaces for sealants and joint fillers. Where cutting, welding and grinding are required for proper shop fitting and jointing of the work, restore finishes to eliminate any evidence of such corrective work. D. Do not cut or abrade finishes which cannot be completely restored in the field. Return items with such finishes to the shop for required alterations, followed by complete refinishing or provide new units at Contractor's option. 3 of4 ......a: }:i:i-A' iii: u /d:r!:5;'!;'; Na,.ft:._i�t�:�:.luY`:`. +';'i .s' ?ai �u15,�'wluff�xa �.: KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE Officials (W.A.B.O.). 4 of4 SECTION 05500 MISCELLANEOUS METAL E. Restore protective coverings which have been damaged during shipment or installation of the work. Remove protective coverings only when there is no possibility of damage from other work yet to be performed at the same location. < . tr F. Retain protective coverings intact and remove simultaneously from similarly finished 6 items to preclude nonuniform oxidation and discoloration. ry 0 0 G. Field Welding: Comply with AWS Code for the procedures of manual shielded metal w = arc welding, the appearance and quality of welds made, and the methods used in correcting welding work. co u_ W 0 H. All welding shall be by welders certified by Washington Association of Building g ¢. CO = W END OF SECTION Z 1- 0 Z LLI • 0 O - ` lil `n•ai.awr`n+•dicljri`�i�i'};.it �,n.S;.c..:�ert ���L 0H W W H 9- .. Z W U = O~ Z KCHA — PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL SECTION 06070 WOOD PRESERVATION TREATMENT A. This section covers requirements for preservative pressure - treatment of wood for use in applications where protection from decay is required. Provide treated wood for all work designated in this Section, specified elsewhere or noted on drawings. 1.1 RELATED WORK IN OTHER SECTIONS A. Carpentry, 06100 B. Millwork, 06220 C. Painting, 09900 1.2 STANDARDS A. AWPA Cl — All Timber Products — Preservative Treatment by Pressure Processes; American Wood - Preservers' Association. B. AWPA C2 - Lumber, Timber - Preservative Treatment by Pressure Processes; American Wood - Preservers' Association. C. AWPA C9 — Plywood - Preservative Treatment by Pressure Processes; American Wood - Preservers' Association D. AWPA C14- Wood For Highway Construction- Preservative Treatment by Pressure Processes; American Wood- Preservers' Association. E. AWPA C15 — Wood for Commercial- Residential Construction - Preservative Treatment by Pressure Processes; American Wood - Preservers' Association. F. AWPA C17 — Playground equipment treated with Inorganic Preservatives — Preservative Treatment by Pressure Processes; American Wood - Preservers' Association. G. AWPA P5 — Waterborne Preservatives; American Wood- Preservers' Association. H. AWPA M4 — Standard for the Care of Preservative Treated Wood Products; American Wood - Preservers' Association. 1.3 CERTIFICATION MARKS A. Stamp label all treated members inconspicuously. Unlabeled treatments shall be delivered with a treatment certificate which shall be transmitted to the Architect. 1.4 TREATING PLANT A. Wood shall be preservative pressure - treated by a lumber - treating company or mill authorized by the preservative manufacturer and approved by the Architect. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Treating plant's instructions for use, including requirements for storage, cutting, and finishing. C. Preservative Treatment Certification: Treating plant's certification of compliance with specified standards, process employed, and preservative retention values. 06070 -1 ru., u3iL: wJ,':._...,.., itias .;,l::::��?i.�L✓r,ACicat�;�{ y a ^...,� +,; _l,S:.s[�.ts:i:s.,w.:�....i.5 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.6 DELIVERY, STORAGE, AND HANDLING A. Protect wood products against moisture and dimensional changes, in accordance with instructions from treating plant. 1.7 WARRANTY A. Manufacturer's Warranty: Provide manufacturer's standard lifetime warranty for pressure - treated wood. 2.0 PRODUCTS 2.1 MANUFACTURERS A. Provide wood treatment by or under license from Chemical Specialties, Inc., One Woodlawn Green, Suite 250, 200 E. Woodlawn Road, Charlotte, NC 28217. ASD. Tel: (800) 421 -8661. B. Substitutions: Other chromium- and arsenic -free products will be considered. Requests for substitutions will be considered in accordance with provisions of Section 01600. 2.2 PRESSURE PRESERVATIVE WOOD TREATMENT A. Wood treatments and treated wood shall contain no arsenic or chromium. B. Preservative Treatment for Above Ground Use: 1. Treatment: "ACQ Preserve" in accordance with AWPA Cl and P5. 2. Use 0.25 lb /cu ft (4.0 kg/cu m) of "ACQ Preserve" retention in accordance with AWPA C2, C9, C14, C15, C16, C17 or ICBO ER4981 as appropriate. 3. Kiln drying after treatment to 19 percent maximum moisture content for lumber and 18 percent for plywood is recommended. C. Preservative Treatment, Ground and Fresh Water Contact: 1. Treatment: "ACQ Preserve" in accordance with AWPA Cl and P5. 2. Use 0.40 lb /cu ft (6.4 kg/cu m) of "ACQ Preserve" retention in accordance with AWPA C2, C4, C9, C14, C15, C16, C17 or ICBO ER4981 as appropriate. 3. Kiln drying after treatment to 19 percent maximum moisture content for lumber and 18 percent for plywood is recommended. 2.3 MATERIALS TO BE PRESSURE PRESERVATIVE TREATED A. Provide treated wood in the following locations: 1. Wood in contact with roofing, flashing, or waterproofing, such as (but not limited to) wood cant strips and nailers. 2. Wood contacting concrete or masonry such as (but not limited to) sill plates and studs abutting concrete walls. 3. Wood within 8 inches of grade. 06070 -2 SECTION 06070 WOOD PRESERVATION TREATMENT KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 4. Wood exposed to weather, such as (but not limited to) all exterior exposed framing lumber at decks and porches. 5. Other locations as specified and as called for on drawings or specs. 2.3 FASTENERS FOR TREATED WOOD A. For treated wood and where wood is in ground contact, subject to high relative humidity, or exposed to weather, provide steel fasteners with hot -dip zinc coating per ASTM A 153/A 153M or stainless steel fasteners. 3.0 EXECUTION 3.1 INSTALLATION OF TREATED WOOD: See applicable section. 3.2 CUTTING TREATED MATERIAL ON JOB SITE SECTION 06070 WOOD PRESERVATION TREATMENT A. Provide additional gallon containers of the same preservative solution for treating surfaces cut in field. Field -treat all field cuts on members that provide structural support to a permanent structure in accordance with AWPA M4. ** *END OF SECTION * ** 06070 -3 . T+ i.:i.Li/N.�iil:i..7nWiJJ.::': .+ow.. -i.11 - ..ava..aur:..v.:..�.x •.�..�.v� . r........ 1' �.+.' Y. a.: �Y.: i4w�: wi:. O. Jt.wi1+'A:Yriir'L:i}r:LUyu`..a^ KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 RELATED WORK IN OTHER SECTIONS A. Millwork, 06200 B. Cabinets, 06400 C. Door Frames, 08100 D. Doors, 08200 E. Fiberglass Doors, 08210 F. Hardware, 08700 G. Gypsum Wallboard, 09250 H. Painting, 09900 2.0 GENERAL 06100 - 1 SECTION 06100 CARPENTRY AT SITE 2.1 Lumber grading and wood species will be in conformance with Voluntary Product Standard PS 20: Grading Rules of following associations apply to materials furnished. A. Western Wood Products Association (WWPA) B. Northern Hardwood and Pine Manufacturer's Association (NHPMA) 2.2 PLYWOOD GRADING RULES A. Softwood Plywood: Construction and Industrial; Voluntary Product Standard PS 1. B. Hardwood: Voluntary Product Standard PS 51. 2.3 GRADE MARKS A. Identify all lumber and plywood by appropriate official grade marks. 2.4 MILLWORK A. Millwork will comply with provisions of Architectural Woodwork Institutes (AWI) "Quality Standards ". 2.5 MOISTURE CONTENT (when delivered) A. Millwork and Finish: 9% maximum B. Lumber: 19% maximum C. Wood to be Embedded in Concrete: 12% maximum 2.6 EVIDENCE OF GRADE A. Each piece of lumber and plywood stamped with grademark and trademark of the association having jurisdiction, or each shipment accompanied by official certificate of inspection. :ti is1T>?W 31k.'.u.�lr,eu..oau,.u« W.WM.r.M •. yLr�1 +yY+jiY�4iJ:bea.Lel'w'.ifiw'SJ KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.7 FIRE TREATMENT A. All lumber used in non - bearing partitions must be fire retardant treated wood. Wood impregnated with chemicals by a pressure process, when tested in accordance with UBC Standard 8 -1 for 30 minutes shall have a flame spread of not over 25 and show no evidence of progressive combustion. 3.0 PRODUCTS 3.1 ROUGH CARPENTRY SECTION 06100 CARPENTRY AT SITE A. Lumber: Lumber sizes as shown on the drawings with tolerance to closely match existing material, or obtain oversize and saw to size as required. Use of lumber is limited to non - bearing partitions in this type of construction. B. Structural light framing, studs and structural joists and planks. 1. Douglas fir graded in accordance with referenced Standard Grading Rules for West Coast Lumber, latest edition. 2. Lumber graded by other rules will be accepted provided Contractor submits statement certifying that it meets both appearance and structural requirements of specified rules. 3. All pieces, construction grade or better, or as noted on drawings. C. Beams, stringers, joists, columns, decking, posts, timbers, ledgers and cants. 1. Douglas fir graded in accordance with referenced Number 15, Standard Grading and Dressing Rules, latest edition. 2. All pieces, construction grade or better, unless otherwise noted on drawings. 3. Sizes and grades as shown on drawings 3.2 FIRE STOPPING A. Provide fire stopping throughout, in accordance with the Uniform Building Code, County Fire Department, and other applicable standards. (UBC Section 708) Follow listed requirements and materials, but minimum quality no less than F.H.A. Provide at all walls at ceiling line. 3.3 PLYWOOD A. All plywood to be in accordance with U.S. Products Standard PS1 -174, WAC 51- 13-401 and meeting minimum standards of DFPA. Nail as shown on the drawings. B. Plywood subfloor and decking will conform to U.S. Products Standard PS 1 -92. Grades APA CD X is acceptable, minimum 3/4" thickness. C. Plywood underlayments 06100 -2 r1. - +wua4+ Si�i� i�S±. q ua`.$ ���Y�l :'vA�i:C�yy�nC�`iflfriklllC Cl.+:. z Z 6 U W CO a, 0 H O2 0 ..z w U = F. z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.4 STORAGE AND PROTECTION 06100 -3 SECTION 06100 CARPENTRY AT SITE 1. Underlayments for resilient and other floor finishes should be structurally sound and designed for resilient flooring and other flooring underlayment purposes. Underlayment board shall be 1/2" typical with a minimum thickness of 1 /4" for special conditions and only with architect and owner approval. 2. The panels should be smooth enough so that the texture or graining will not show through the finished flooring. They should also resist dents and punctures from concentrated loads. The panels should not contain any substance that may stain vinyl, such as edge patching compounds, marking inks, paints, solvents, adhesives, asphalt, dye, etc. Check with your supplier or panel manufacturer. Install the underlayment in strict accordance with the board manufacturer's recommendations. 3. Provide plywood or approved underlayment as follows: a. APA trademarked plywood rated as suitable underlayment for resilient floor coverings such as tile or sheet vinyl is acceptable under all Armstrong resilient floors. It should have an Exterior or Exposure 1 exposure durability classification and a fully sanded face. APA plywood underlayment grades recommended for areas to be covered with resilient nontextile flooring are Underlayment, Underlayment A -C or B -C or C -C Plugged or COC Plugged EXT when marked "sanded face'. Also, Marine EXT or sanded plywood grades (A -C, B -C, A -D or B -D) marked "Plugged Crossbands Under Face," "Plugged Crossbands (or Core) ", "Plugged Inner Plies" or "Meets Underlayment Requirements ". b. Poplar Plywood with a fully sanded face, exterior glue and recommended by the manufacturer as underlayment for resilient flooring is acceptable under all Armstrong resilient floors. c. Lauan — When used as an underlayment, lauan plywood should be Type 1 (exterior). The best grade is BB and the next best is CC, while OVL (Overlay grade) is the minimum acceptable face grade. Lauan is acceptable under all Armstrong resilient floors. However, there is a wide variety of quality and species classified as lauan. Some may present severe problems such as discoloration, indentation, bonding and delamination when used as an underlayment. 4. Underlayment board shall be installed throughout. Provide written guarantee and installation instructions from the supplier or manufacturer of the specific underlayment board being used. A. Air drying material on the site; store under cover and out of direct sunlight with spacer insertions. Frame cover to provide minimum of 1' -0" clear air space at sides and end of pile. Provide 2' -0" minimum air space from ground to lower edge of cover. Polyethylene film if used as cover will be black. Protect lumber, plywood, millwork and casework from weather. Store in existing building under thoroughly dry conditions. 14'4 to KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.5 MAXIMUM MOISTURE CONTENT 3.6 EVIDENCE OF GRADE 3.7 ROUGH HARDWARE 3.8 ATTACHMENTS 3.9 WOOD BLOCKING 3.10 METAL ACCESSORIES 06100 - 4 SECTION 06100 CARPENTRY AT SITE A. Moisture content when delivered to project: 1. Wood to be embedded in concrete or masonry - 12% 2. All other material - 19 %. 3. Purchase air dried stock if available, or immediately after signing contract, purchase material as dry as the market affords and follow this procedure. a. Saw to size specified or to match existing framing as required. b. Store on site as specified. 4. Furnish moisture content certificate. 5. Redly pressure - treated material to 19 %. A. Grademark and trademark of association having jurisdiction must appear on each piece of material, or a certificate of inspection must accompany each inspection. A. Provide all necessary rough hardware for installation of work specified herein, sizes and quantities required by the Building Code and local jurisdictions, or herein specified, or as shown on drawings, or as approved by Architect/Engineer. A. Where wood engages concrete or masonry, use attachments as detailed on drawing. Space as required for a rigid and permanent installation unless noted otherwise. Wood embedded in concrete not permitted unless shown on drawings or specified, then must be kiln -dried and preservative - treated as specified. An approved system of power driven fastening devices may be used as directed where not otherwise detailed. Do not use without Architect/Engineer approval. A. Unless otherwise called for, provide necessary wood stripping and blocking. Verify exact location at time of construction. Provide continuous blocking at handrail brackets, grab bars, (WSBFR Sec. 1106.11.11.3), closet rods and shelves. Block at door bumpers. All pieces, standard or better. A. General: Hot -dip galvanize exterior work in accordance with ASTM Al23 or A153. B. Standard Items: Joist hangers and framing connectors, where indicated, manufactured by Simpson Company, Strong Tie, or approved. Submit details for approval. Secure with galvanized nails, screws or bolts recommended by manufacturer. May be fabricated from galvanized steel strip or hot -dip after fabrication per ASTM Al23. ■ a�iYhYdmnkLCiwalbar� iVdfvt�trui6S=kSib� Ati�yfl _ , KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE SECTION 06100 CARPENTRY AT SITE C. Special Items: Fabricate from shapes and plates in accordance with Section 05100. D. All nuts and bolts hex -head will be ASTM A307. Rods with threaded ends will be ASTM A7. Provide standard cut washers where bolt heads or nuts bear on wood. E. In existing concrete and masonry, use "Redhead" anchors or approved as called for on the drawings. Rawlplug Company, Inc. approved manufacturer. F. Nails and Spikes: Use common nails or spikes as shown or called for in accordance with Table 23 -1 -Q of UBC. Pre -drill with slightly undersized holes if splitting occurs, or if larger than 20d. Provide necessary end and edge distances. 3.11 EXISTING LUMBER A. Do not reuse existing framing, plywood or trim material. B. Where existing plywood subflooring is removed for accessibility to the existing crawlspace, new CDX plywood of the same thickness as the existing shall be used for subflooring replacement. 4.0 EXECUTION 4.1 ROUGH AND FINISH CARPENTRY A. Workmanship: Carefully lay out, cut, fit and install rough carpentry items. Use sufficient nails, spikes, screws and bolts to insure rigidity and permanence. Drive nails perpendicular to grain of wood in lieu of toe - nailing, where feasible. Provide for installation and support of plumbing, heating, ventilating and electrical work. Take care to isolate acoustically from other members. Install work to true lines, plumb and level, unless indicated otherwise. Develop full length and width of bearing intended at all supports. Members cut too short or for any other reason do not develop this bearing will have to be replaced, minimum acceptable bearing - 2 inches. B. Construction: Set joists with crown side up. Block at supports as shown on drawings. Use framing anchors for all members framing openings. For members on ledger, toenail both sides of joists to ledger at bottom and top to beam at top. Make allowance for cross -grain shrinkages where new and existing lumber is combined or jointed. Install shims, sleepers, blocking, or other required method to maintain level plane. C. Plywood: Install as detailed and provide thickness and attachment as shown on drawings for items including, but not limited to, subflooring, underlayment board. D. Holes and Notches in Joists or Rafters: No holes within 2 inches of top or bottom, no holes larger than 1/3 the depth, no notches that exceed 1/5 the depth, and no notches in the middle third. 06100 -5 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE SECTION 06100 CARPENTRY AT SITE E. Existing Wood Framing (Columns, Beams, Ledgers, Joists, and Decking): Existing framing lumber may be used and/or reused at the Building Official's option. All reused pieces shall be reasonably sound and free of checks and splits and be grade stamped. Remove all nails. Make allowance for cross grain shrinkage where new and existing lumber is combined or jointed. Architect and Building Official reserve the right to reject any existing wood they consider unsuitable. F. Replacement of Deteriorated Wood Framing (Columns, Beams, Ledgers, Joists and Decking): Contractor shall replace all deteriorated wood framing as required during construction when deteriorated framing is uncovered and found, and as directed by the Architect/Engineer. G. Miscellaneous: Provide required wood blocking, backing, heading off of new or existing framing as required, including but not limited to: towel bars, door stops, provisions for mechanical and electrical where wood carpentry is required. Except as otherwise noted, install any other work normal to this section. H. At Contractor's option concrete drilling for anchor bolts may be drilled from the first floor level above (through bottom plate of wall framing and plywood subfloor). 4.2 WORK TO BE FURNISHED UNDER THIS OR OTHER SECTIONS AND INSTALLED UNDER THIS SECTION. List includes, but is not limited to, the following: A. Installation of Millwork and Trim: Install millwork and finish hereinafter specified or shown on drawings. Employ only skilled carpenters to do work to Architect's satisfaction. Install running trim in as long lengths as practical. Make joints tight; glue interior joints. Use finish nails except where screws are shown; set nail heads for puttying. Miter casings and moldings. Clean up after installation with steel wool; ease external corners. B. Installation of Finish Hardware: Install hardware hereinafter specified or required to complete the building. Employ only skilled carpenters to do work to Architect's satisfaction. Adjust movable parts to operate perfectly at time of final acceptance. Make further adjustments required during one -year guarantee period. C. Windows (Wood Trim): Use trim, repair and replace as required or as shown on drawings. All reused pieces shall be reasonably sound and free of cracks and splits. See plans for window schedule D. Doors and Frames: Except as otherwise noted, install all doors and frames called for on drawings or under other sections. END OF SECTION 06100 -6 ,t KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 RELATED WORK IN OTHER SECTIONS A. Carpentry at Site, 06100 B. Wood Preservative Treatment, 06070 C. Cabinets, 06400 D. Painting, 09900 1.2 WORK INCLUDED IN THIS SECTION A. All other finish woodwork, both exterior and interior shown on drawings, specified herein. 1.3 GRADING RULES 1.4 QUALITY STANDARDS 1.8 SHOP DRAWINGS SECTION 06200 MILLWORK A. Official rules of association having jurisdiction. 1. For Hardwood: National Hardwood Lumber Association. 2. For Softwood: West Coast Lumberman's Association. Furnish official certificate of inspection if and when required. A. Quality standards throughout will be established for "CUSTOM" standards by Architectural Woodwork Institute's Quality Standards, Guide Specifications and Quality Certification Program Manual, latest edition, except as otherwise modified. 1.5 MILLWORK MANUFACTURER A. Experienced in woodwork of the quality specified herein and approved by the Architect. 1.6 MOISTURE CONTENT OF FINISH WOODS A. Not more than 9% when delivered to building. Furnish moisture content certificates if and when requested. 1.7 PRESERVATIVE TREATMENT A. Treat all exterior millwork including trim and jambs with wood preservative. Apply liberal brush coat of same solution to surfaces cut in fitting on job. A. Show profiles of molding, details of joints, and other pertinent items. Show connections of casework to adjoining construction, whether or not all items are furnished by the subcontractor. Submit in accordance with general conditions. Submit samples of actual trim material, minimum 6" long. 1 of 3 z � c w 6 � w J 0 00 N 0 w = J � w LQ = I- w Z = H 0 Z I- w • w O • N O I-- w W u. O w Z = O Z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.0 PRODUCTS 2.1 FINISH LUMBER SECTION 06200 MILLWORK A. Where wood trim, flooring and paneling both, exterior and interior, are called for on plans to match existing, the Contractor shall select millwork materials that are matching in grade, species, grain pattern, color, size, shape and finish. Submit samples to Architect for approval prior to installation. B. Veneer stock will be considered. Provide samples and shop drawings to show all edge and joint details. C. Wood Handrails — Vertical grain, Douglas Fir, Grade "C and Better ". Joints glued and fastened, as specified AWI -800. Grip dimensions to meet UBC requirements. D. No exposed pitchpockets permitted in any wood. E. Fir Plywood: 1. Commercial product standard PSI EXTA -AFA. 2. Hardwood Plywood: US commercial standard CS35. 3. Overlaid Plywood: Commercial product standard, EXT -APA Group I. 2.2 INTERIOR MILLWORK AND TRIM A. Medium density fiberboard casings and trim shall be nominal 1/2" thick in preformed sizes to correspond to wood trim sizes. Industrial grade, Medium Density Fiberboard (MDF). Average physical properties: Density — 48 lbs /cubic foot, internal bond - 110 lbs /sq. inch min., moisture content 4 - 7 %, screw hold edge - 250 lbs. min. No average value of a single panel in a multi -panel sampling shall be more than ten percent out of compliance with the requirement of ANSI A208.2 — 1994, product class MD. B. Windows and Door Casings 1 Window Casings: None. 5/8" W.R. GWB wrap with metal edge at any areas schedule for window replacement. 2. Window Sills and Apron: 1 x prime coat finger joint Hemlock to match existing profile and trim pattern. 3. Door Casings: ' /2" x 2 ' /2" preformed medium density fiberboard vertical casing. Pre - primed. "Beveled" profile. C. Running and Standing Trim: 1. Wall Caps and Trim: 1 x 5 / 1 x 6 prime coat finger joint Hemlock - cap 1 x 2 prime coat with eased edge — trim 2. Wood Base: '' /Z" x 2' /2" preformed medium density fiberboard vertical casing. Pre - primed. "Beveled" profile. D. Interior Door Jambs: Finger jointed Hemlock, ease edges, with applied stop. 2 of 3 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE E. Unit Interior Prehung Doors 1. '' /z" x 2 ' /z" preformed medium density fiberboard vertical casing. 2. Pre - primed. 3. "Beveled" profile. F. Unit Bifold Doors, and Prehung Pairs Closet Doors: 1. Room Side /Closet side: 2. ' /2" x 2 ' /z" preformed medium density fiberboard vertical casing. 3. Pre - primed. 4. "Beveled" profile. SECTION 06200 MILLWORK 3.0 EXECUTION 3.1 INSTALLATION A. Work of this section is installed under "Carpentry" Section and as shown on drawings. 3.2 MISCELLANEOUS A. Provide any miscellaneous items shown on drawings. 3.3 WORKMANSHIP A. Assemble and finish material at the mill as far as practicable. Finish exposed surfaces smooth, free from tool and machine marks. Use concealed fastenings, wherever possible; where necessary to nailing, rant back of wood trim, ease exposed corners, kerf backs of members more than 5 inches wide and 1 inch nominal thickness. 3.4 JOINTS A. Make tight, form to conceal shrinkages as far as possible. Glue and lock shop miters which are more than 4" from head to point. Make dowels and tenons to drive fit. Form outside joints to exclude water; set in white lead paste, taking care that none is exposed on surface. Glue joints of interior work with water- resistant glue. Keep glue joints under pressure until glue has set and hardened. END OF SECTION 3 of 3 '.�.� fsi:;..0 .:=<,. 1s ;ri= s,�i.3,'�.:a.�is;- at.tLkkL• su'}u;.:�.a.:.a.; 1 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL SECTION 06400 CABINETS A. References in this section to equipment, material, articles or patented processes by trade name, make, or catalog number shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. 1.1 RELATED WORK IN OTHER SECTIONS co O A. Carpentry, 06000 W s B . Millwork, 06200 cn C. Miscellaneous Specialties, 10900 1.2 WORK INCLUDED IN THIS SECTION u. = I- 1 . 1 - 1 Linen Shelving. z I=- F- O Z I- 1.3 QUALITY STANDARD w U � O D • I- w w I- H LL 0 W 2 O A. Faced Cabinets including kitchens, bathrooms and medicine cabinets, laundry, Pantry, A. Conform to "Quality Standards of the Architectural Woodwork Industry ", latest edition, published by Architectural Woodwork Institute, hereinafter called AWI, Arlington, Virginia 22206, as modified herein and on the drawings. Cabinets shall also comply with ANSI A161.1. B. Standard AWI "Custom" Grade. 1.4 SHOP DRAWINGS A. Elevations, plans and typical sections showing shop dimensions, details, and connections of cabinets to other work, whether or not furnished by this subcontractor. Submit in accordance with General Conditions, Supplementary Conditions, and Submittals, Section 01300. Submit drawings of actual proposed installation. Submit for approval prior to proceeding. B. Architectural elevations and plans are intended to be schematic only. Shop drawing submittal must show filler strips, finished ends and sides, clearances for ranges and refrigerators, clearances for drawers and doors adjacent to refrigerator and range doors, sink locations, and similar detailed design and construction considerations. Show means of suspending cabinets from ceiling where shown on drawings. 1.5 SAMPLES A. Submit samples of facing and countertop materials for approval and color selections, as requested. Obtain Architect's written approval before proceeding. 06400 -1 z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE SECTION 06400 CABINETS 1.6 DELIVERY AND STORAGE A. Deliver materials in manufacturer's original unopened containers or packaging with zz labels intact and legible. Deliver, store, and handle materials so as to prevent damage. H z Replace all defective or damaged materials. w 1.7 JOB DIMENSIONS _i 0 N 0 A. Verify dimensions of all cabinet locations, sizes and fit and appliance sizes at building w = before proceeding. Fabricate countertops and back for scribe fit, where and as required. u) H Provide scribe trim and filler panels as required. All kitchen base cabinets shall be 24" w 0 deep minimum. All vanity base cabinets shall be 21" deep minimum. 2 5 u.¢ 2.0 PRODUCTS N Ili 2.1 CABINETS Z F- 0 A. Acceptable manufacturer: Armstrong Cabinets, Contact Rick Nation, 253- 395 -2994. w H w B. Acceptable and approved equal meeting all technical specifications. °+ v 0 O D. 0 I— w w 2.2.1 WALL AND BASE CABINETSNANITIES 0 z 2.2 CONSTRUCTION Li' A. Wall and base cabinets shall be of the same construction and outside appearance and v must have face frames. Construct cabinets and countertops of solid lumber and exterior 0 H grade plywood with wood veneer core. No particleboard, flakeboard, fiberboard or z hardboard shall be accepted. All parts touching floor must be of pressure treated solid lumber. Brace cabinets as necessary to produce sturdy and rigid construction. Provide an integral toe space of at least 3" X 3 ". Only first quality methods, materials and workmanship shall be used and accepted. NOTE: Use of particleboard, flakeboard, fiberboard, or tempered hardboard in the construction of kitchen cabinets and countertops will not be accepted in this project. 2.2.2 FACE FRAMES A. 3/4" thick of kiln dried solid lumber, free of knots and selected for light uniform color suitable for natural finish. Frames to be mortised and tenoned, dovetailed, or doweled, glued and stapled under pressure and filled and sanded. Vertical end members (stiles) to be 1 "- 2" wide. Vertical center members between doors and drawers (mulls) to be minimum 2" wide. Horizontal members (rails) to be 1 -3/4" wide. Stiles and top and bottom rails to be dadoed to receive ends, bottoms and tops. (All to be 3/4" thickness.) 06400 -2 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.2.3 END PANEL A. Exposed end shall be minimum solid core 3/4" thick 5 -ply exterior hardwood veneer plywood, selected for light uniform color. Ends not exposed can be exterior softwood plywood, grade A -D, with "A" side to inside of cabinet. Ends shall be dadoed to receive shelves, bottoms, and tops. Ends must be let into dadoe in frame. Base cabinet end panels shall stop 3 -1/2" above the floor and be supported by 3/4" X 3 -1/2" pressure treated solid lumber member. 2.2.4 BACKS A. Required on all cabinets, (waived on sink bases depending on job conditions). Minimum 1/4" thick solid core exterior hardwood of A -D grade exterior softwood plywood. Must be securely glued and stapled to ends, cleats and shelves of cabinet. Back may be let into dadoe of ends and installation cleats or may be applied flush with ends of cabinets and installation cleats. 2.2.5 INSTALLATION CLEATS A. Minimum of 3/4" X 3 -1/2" S4S, "C" grade, and kiln dried solid lumber, dadoed to receive bottoms and tops. Two horizontal members running full length of cabinet at top and bottom required. Base cabinets with drawers must have a third member at drawer height to receive side mount drawer slide bracket rigidly attached to a h" thick plywood or wood block which is rigidly attached to the top cleat. 2.2.6 SHELVES AND WALL CABINET BOTTOM 2.2.7 CABINET DOORS 2.2.8 BASE BOTTOMS SECTION 06400 CABINETS A. 1/2" thick 2 -2 grade exterior hardwood or A -2 grade exterior softwood plywood with wood banded front edge, or 3/4" thick solid lumber. Shelves to be let into dadoes of end panels and braced behind mulls. Bottoms to be let into dadoes in ends, installation cleats, and front frames. Both must be glued and stapled. A. 3/4" thick, 7 -ply, A -2 grade exterior hardwood plywood with no more than one veneer joint on face. Shall be of overlay type with edges reversed shaped to form continuous finger grip around all sides. Edges shall be filled and sanded smooth prior to finish. Acceptable hardwoods shall be beech, birch, maple or oak. A. 1/2" thick solid core grade exterior hardwood or A -C grade exterior hardwood plywood. Bottoms shall be let into end panels, front rails and installation cleats. Bottom shall be supported by 3/4" thick pressure treated solid lumber braces 24" O.C. running front to rear of cabinet and resting on floor. 06400 -3 l:i:�'.'4�.'.�.i<.�.).a u�51�1 ... .._.. •. .�1'.+M.W'e/.'.0 w. u.,.. w wu..n.0 I'.l. Rj{ Yl..:. yiV4���•i.�ilti(ai�l.aA_iyf�•1� :iNpdy36k�a.��w�.24(�rZeli'i.. KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.2.9 TOE KICKS z A. 3/4" thick pressure treated solid lumber. 4.- w p re 2 2.2.10 DRAWERS v v 0 (i)o A. Drawer fronts shall be same material and treatment as doors. Sides and backs shall J = be minimum of 3/4" thick "C" grade solid lumber with sides dovetailed or mortised and co u_ tenoned into fronts. Backs shall be dadoed into sides. Drawer bottoms shall be w 0 minimum 1/4" hardwood exterior plywood let into front, sides and back. All drawer M parts shall be glued, and nailed or stapled together. Mount on drawers on pair of 75 -1b. g capacity side mounted metal guides. Cabinet member of guides must be attached at rear co d to 3/4" solid lumber hanging rail by use of metal rear mount brackets or by continuous = w 1 - wraparound method. z H 1- O Z I- w Lu U 0 A. Exposed surfaces and interior of cabinet shall be factory finished consisting of stain, N sealer and polyurethane coats, or an equivalent coating system, lightly sanded between o'- application. Sealer and topcoats must be oven dried. The Housing Authority from = w manufacturer's standard colors shall select color. Toe kick shall be covered by glue -on I- 4" black vinyl cove base. High- Pressure Decorative Laminates (HPDL) may be supplied L' Z in this solicitation in lieu of the finish described above. However, the HPDL shall meet v N the performance requirements of NEMA LD3 -1985 or the latest edition. P H O 2.2.11 FINISH 2.2.12 HARDWARE A. Provide corrosion resisting hardware. Hinges shall be manufacturer's standard heavy duty with self - closing feature and shall be the face mount or the semiconcealed type. Cabinet drawers shall be mounted on metal side rails with 75 lb. loading capacity - Washington Manufacturing Model B2310, Knap Voglt Manufacturing Model Ky 1300, Grant Manufacturer Model 336 or approved equal. 2.3 COUNTERTOPS SECTION 06400 CABINETS A. Plastic laminate, "Formica ", "Wilsonart", Nevamar or approved, solid color, selected by Architect from manufacturer's standard. Countertops shall be high pressure plastic laminate. Polyester and low- pressure plastic laminates are not acceptable. Installation shall conform to AWI 400, custom grade. Provide self -edges of 4 inch end splashes, and 4 inch back splashes. Splashes shall be P.Lam over plywood. Provide splashes as shown at other locations. All countertops shall be square- edged. All countertop and backsplash edges shall be square. No pre - formed counter and splash units will be accepted. 06400 -4 z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE B. Core shall be 3/4" Fire treated plywood. Contact bond adhesives shall meet the performance requirements of Federal Specification GSA -FSS L -T -0044 lb. Provide continuous blocking at stud wall at countertops. 3.0 EXECUTION 06400 -5 SECTION 06400 CABINETS A. Install doors and drawers plumb, level and square, and flat to face frames. Install cabinets, countertops, and shelving level, plumb, true to line and tight against adjacent walls. Secure cabinets to walls with concealed screws or toggle bolts, and secure tops to cabinets with concealed screws. Joints in countertops shall be drawn up tight with special concealed fasteners. Joints shall be flush within .01 inch and watertight. To mount vanity and kitchen countertops without base cabinets, secure to the wall with concealed metal brackets. B. Bubbles, blisters or delamination are not permitted. C. Caulk solid behind and at all edges of cabinets and splashes where they come into contact with walls and ceilings. ** *END OF SECTION * ** KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 RELATED WORK IN OTHER SECTIONS Carpentry, 06100 1.2 GENERAL REQUIREMENTS 1.3 DELIVERY, STORAGE AND HANDLING A. All material shall be delivered, stored and handled as to prevent the inclusion of foreign materials and the damage of materials by water or breakage. Package materials shall be delivered and stored in original packages until ready for use. Packages or materials showing evidence of water or other damage will be rejected. 1.4 LABELING OF INSULATION SHALL BE AS FOLLOWS: SECTION 07200 INSULATION A. Batt or Blanket: Type, manufacturer or distributor, R value of the fiber at the labeled thickness. B. Reflective. Type, manufacturer, R -value for direction of heat flow, type of facing. C. Blowing or Pouring Type for Use in Open Horizontal Areas (Attics). Name, manufacturer, recommended installation density, R value, marking on bag of conformance with FS HH -I -1030 or HH -I -515. D. Labeling and marking of all other insulation materials shall comply with the appropriate standards. E. Insulation baffles shall be certified and labeled for use as such. 1.5 CONDITIONS OF USE A. Foam plastic insulation surfaces shall have a flame spread rating of 0 -75 tested in accordance with ASTM E -84. 1.6 SUBMITTALS A. Submit certificates and product data confirming that all products to be used will conform to specifications and drawings. B. A certification card giving the data of Section 2.2, date of installation, and the name of the installer shall be affixed to the structure in an accessible but inconspicuous location and given to the Architect. 07200 -1 • KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.0 PRODUCTS z 2.1 INSULATION _ .i z �w A. Insulation shall meet or exceed ASTM C665 or Federal Specification HH- 1 -521E, Type - 6 v III. Minimum thermal resistance of values per architectural drawings. 0 O B. Recycled Content: Insulation products shall contain a minimum of 25% recycled or post A J H consumer products. to w wo 2.2 Blanket Insulation: Provide formaldehyde -free fiberglass blanket insulation at all crawl g space floors, exterior wood floors, wood stud walls, and at attic ceiling and at interior w Q walls and floors where indicated on drawings. w a = 2.3 Blown Insulation: Formaldehyde -free Blown fiberglass insulation as manufactured by z H Johns Manville, Owens /Corning or approved manufacturer, or rock wool insulation by z O USG are approved at horizontal attic ceilings in lieu of blanket insulation. Insulation w w shall meet or exceed Federal Specification HH- 1 -1030A or ASTM C764. Provide D p thermal resistance indicated in architectural drawings. Metal, wood or rigid plastic o D baffles must be provided at and to protect all soffit vents. 0 H w 3.0 EXECUTION u_ I- ..z 3.1 GENERAL v Insulation shall be installed only when construction has advanced to the point that 0 R. H remaining construction operations will not damage insulation. Provide insulation at all z exterior heated surfaces. Insulation is not to be exposed to moisture of any kind. 3.2 BLANKET THERMAL INSULATION A. Blanket insulation shall be installed between framing members per manufacturer's printed instructions. Where electric outlets, ducts, pipes, vents, or other utility items occur, insulation shall be placed on the cold or weather side of the item. 3.3 When insulation is installed in attics, caution shall be exercised to assure complete and adequate application of insulation. When eave vents are installed, adequate baffling must be provided so as to,deflect the incoming air above the surface of the insulation. Baffles shall be installed prior to insulation, shall be of durable material certified for use as blown insulation baffles, and shall be installed over the exterior wall at an angle to provide a 2 -inch clearance under the roof deck for upward flow of ventilation air to the fixed vents in the upper portion of the attic. 07200 -2 SECTION 07200 INSULATION 4 S4"�Yi. KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 4.0 Where new or replacement insulation is installed, insulation values shall conform to the following minimum requirements: C. Crawl Spaces: R -30 w/ 6 mil poly vapor barrier at ground. SECTION 07200 INSULATION A. Above -Grade Walls: (replacement of existing insulation in existing wall cavity at removed sheetrock) R -13 minimum insulation value w/ R -10 minimum header insulation value required (use rigid foam board). B. Ceiling (attic): R -19 minimum insulation value. At sloped eaves, R -38 minimum fiberglass batt insulation or blow in may extend a maximum of 2 feet in from exterior walls, in lieu of the R -38 insulation. 4.1 VAPOR BARRIERS A. A Vapor Barrier shall be installed on the interior side of all exterior insulated walls and ceilings. Use finish paint membrane as vapor barrier at all locations. Refer to Section 09900. B. A Vapor Barrier, minimum 6 mil poly, shall be installed on the ground at all crawlspace locations. ** *END OF SECTION * ** 07200 -3 KCHA ~� PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL z 1.1 WORK IN OTHER SECTIONS s H '~ w A. Sealants & Caulking, 07900 D B. Door Frames, 08100 -J 0 C. Wood Doors, 08200 u 0 D. Fiberglass Doors, 08210 w = E. Vinyl Windows. 08500 J F uj 0 1.2 SUBMITTALS AND SHOP DRAWINGS 2 A. Submit shop and placement drawings in accordance with General Conditions and g Q Submittal Section for: cn D 1. Typical flashings and counter- flashings H W 2. Typical flashing for roof and wall penetrations z = F.. F— O 1.3 STANDARD CONSTRUCTION MANUAL w ~ uj A. Conform to the construction and recommendations set forth in the Architectural Sheet 0 Metal Manual of the Sheet Metal and Air Conditioning Contractor's National 0 F.. ._" Association, Inc., most recent edition, hereinafter in this section called "Standard = w Manual ". The Standard Manual is available from SMACNA at 1200 Westlake Ave. F— 0 North, Seattle, WA 98109. Where more than one "Figure ", illustration, or method of u. 0 construction is shown on any page or pages referenced hereinafter from Standard Manual w and such "Figure" or illustration or method is not specifically noted hereinafter or shown o H on drawings, use "Figure", illustration or method most nearly matching that shown on z drawings as applicable, but subject to approval of Architect. 1.4 FLASHING AT ROOF PENETRATIONS, COUNTER - FLASHING, CAPS, EDGING, SCUPPERS, EXTERIOR WALL BASE RIGLET AND THE LIKE A. Provide where shown on drawings or required for weathertight job. Corners shop formed and soldered extending at least l' -0" each side of corners. Use concealed fastenings whenever possible. Where necessary to expose nailing, use large head nails capped with lead. All sheet metal not otherwise called for shall be 24 gauge galvanized steel. 1.5 GUARANTEE SECTION 07600 FLASHING & SHEET METAL A. Guarantee flashing against leakage, physical deterioration and mechanical failure for a period of two (2) years. This is an extension of the normal one -year guarantee specified elsewhere. 1 of 3 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.0 PRODUCTS 2.1 GENERAL 2.3 FASTENINGS A. Galvanized steel for galvanized work. 2.4 SOLDER A. Best commercial quality; type best suited to material to be soldered. 2.5 PLASTIC CEMENT A. An asphalt product manufactured by Johns - Manville, or approved. 2.6 Single pipe vents shall be flashed. 2.7 Fabricate conductors and scuppers per standard SMACNA details. 3.0 EXECUTION 3.1 GENERAL 3.2 ELECTROLYTIC PROTECTION 2 of 3 SECTION 07600 FLASHING & SHEET METAL z _I- ►- w re A. All material best commercial quality thickness not less than listed below or elsewhere -1 U noted. 0 0 co o co w B. Galvanized steel - 24 gauge, factory primed and field painted, 8' -0" minimum lengths. -1 H 2.2 GALVANIZED STEEL w O A. ARMCO "Zinc- Grip ", "Republic U- Loy ", or approved 24 gauge copper bearing. Use u_ Q heavier gauge where called for. If supplied with "Paintgrip" or "Paintlok" finish, copper = a sulphate finish, specify. F- _ z �. I- 0 Z ~ w U � O - O F- w LL o .. z w N O A. Execute by skilled mechanics according to best methods known to craft. Lines, moldings, edges sharp and true, reinforced as required for stiffness. Allow for expansion and contraction, and for shrinkage of any wood construction. Joints and seams neatly formed and finished; surfaces free from waves and buckles. Make exterior work permanently weathertight. Follow manufacturer's details and Standard Manual specified "Standards" and recommendation for seams, bending, clipping, soldering and the like. A. Where materials dissimilar in galvanic range are in contact, paint contact surfaces with two coats of specified bituminous paint. z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.3 CONCRETE AND MASONRY FASTENERS A. Case hardened concrete nails driven through flat tin caps shall be used where nailer strips have not been provided and attachment to concrete or masonry is required. 3.4 Miscellaneous caps, crickets, edgings, and the like. Install to detail or as required for watertight installation. END OF SECTION 3 of 3 SECTION 07600 FLASHING & SHEET METAL 6 U U w= • w w 0 . u. • a = w z � I- 0 Z F- LU • w O • N O I- w ~ H u 0 . W Z U N 0 H O Z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 RELATED WORK A. Coordinate related requirements specified in other parts of the specifications including but not limited to: 1. Carpentry at Site, 06100 2. Cabinets, 06400 3. Flashing and Sheetmetal, 07600 4. Door Frames, 08100 5. Wood Doors, 08200 6. Fiberglass Doors, 08210 7. Vinyl Windows, 08500 8. Gypsum Wallboard, 09250 9. Mechanical, Division 15 10. Electrical, Division 16 1.2 GENERAL A. Caulking or sealant shall be provided in joints as indicated or specified. Materials shall conform to the respective specifications and other requirements specified. The work specified herein shall be performed by workmen skilled in such work. 1.3 ENVIRONMENTAL CONDITIONS A. The ambient temperature shall be within the limits of 40 and 90 degrees F. when the caulking and sealants are applied. 1.4 DELIVERY AND STORAGE SECTION 07900 CAULKING & SEALANTS A. Materials shall be delivered to the job -site in the manufacturer's original unopened containers. The containers shall include the following information on the label: supplier, name of material, formula or specification number, lot number, color, date of manufacture, mixing instructions, shelf life, and curing time when applicable at the standard conditions for laboratory tests. All materials shall be carefully handled and stored to prevent inclusion of foreign materials, or exposure to temperature exceeding 90 degrees F. Caulking compound or components outdated as indicated by shelf life shall not be used. 1.5 SEALANT FORMULATION A. Each container brought to the job site with a different sealant formulation will be marked for the intended use. For each intended use, the color shall be one of the manufacturer's standard colors as closely matching the adjacent surfaces as possible. The sealant formulation will conform to the requirements specified herein. 1 of4 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.6 SAMPLE JOINT 2.0 PRODUCTS 2 of 4 SECTION 07900 CAULKING & SEALANTS A. Before caulking and sealant work is started, a sample of each type of joint shall be ¢ caulked or sealed where directed. The sample shall show the workmanship, bond and color of caulking material. The workmanship, bond and color as appropriate of caulking re 2 throughout the project shall match that of the approved sample joint. v 0 1.7 EXTENT OF CAULKING AND SEALANTS co ca w= A. Joints and recesses formed where frames and subsills of windows, doors, louvers, and O vents adjoin masonry, concrete or metal frames. Use sealing compound at both exterior w and interior surfaces or exterior wall penetrations. 2 g< B. Openings where items pass through exterior wall. = d I- ILI C. Metal -to -metal joints where sealing or "caulking" is shown or specified. ? I— O Z I— D. Bottoms of exterior doorway frames. L E. Any other joint as necessary for a finished and complete job. p N o 1— wW 2.1 Caulking compound conforming to Federal Specification TT -C -598 shall be used on w Z interior applications for caulking joints between metal and masonry surfaces, door U c frames, joints between adjoining vertical surfaces and other interior locations where small voids between materials require filling. Z 2.2 Sealing compounds conforming to TT- S -227E, Type II and TT -S -2306, Type II, Class A shall be used on exterior applications for sealing control joints and expansion and other movable joints in concrete, masonry, wood and metal where shown or where cyclic movement is anticipated. 2.3 ACOUSTICAL SEALANT A. Synthetic rubber -based material, nonstaining, no oil migration. See Gypsum Wallboard, 09250. 2.4 PRIMER A. As recommended by manufacturer of sealant. 2.5 BACKUP MATERIAL A. As recommended by manufacturer of sealant. KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.0 EXECUTION 3.1 SURFACE PREPARATION 3.2 EXISTING JOINTS TO BE RECAULKED/RESEALED 3 of SECTION 07900 CAULKING & SEALANTS A. The surfaces of joints to be sealed shall be dry. Oil, grease, dirt, chalk, particles of mortar, dust, loose rust, loose mill scale, and other foreign substances shall be removed from all joint surfaces to be sealed. Oil or grease shall be removed with solvent and surfaces shall be wiped with clean cloth. A. Break out existing material (including loose mortar, laitance or efflorescence) to a solid backing and at least to the depth recommended. Clean joint with a stiff wire brush and prepare surface as above. Recaulking required only at joints abutting or affected by new work unless noted otherwise. Remove only joints indicated on drawings in contact with new work or requiring repair as determined by the Architect. Existing joints in good condition may remain as is. Existing window frames shall be resealed to building. Typical at all exterior windows. 3.3 Steel surfaces to be in contact with sealant shall be scraped and wire brushed to remove loose mill scale. Protective coatings on steel surfaces shall be removed by a solvent that leaves no residue. 3.4 Aluminum surfaces in contact with sealants shall be cleaned of temporary protective coatings. When masking tape is used for a protective cover, the tape and any residual adhesive shall be removed just prior to applying the sealant. Solvents used to remove protective coating shall be as recommended by the manufacturer of the aluminum work and shall be nonstaining. 3.5 Comply with sealant manufacturer's printed instructions, except where more stringent requirements are shown or specified and except where manufacturer's technical representative directs otherwise. 3.6 Prime or seal the joint surfaces wherever shown or recommended by the sealant manufacturer. Do not allow primer /sealer to spill or migrate onto adjoining surfaces. 3.7 Install sealant backer rod for liquid elastomeric sealants, except where recommended to be omitted by sealant manufacturer for the application shown. 3.8 Install bond breaker tape where required by manufacturer's recommendations to ensure that elastomeric sealants will perform properly. 3.9 Employ only proven installation techniques. Except as otherwise indicated, fill sealant rabbet to a slightly concave surface, slightly below adjoining surfaces. Where horizontal joints are between a horizontal surface and a vertical surface, fill joint to form a slight cove, so that joint will not trap moisture and dirt. 'K4x :u4; L�i4:vu2 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE SECTION 07900 CAULKING & SEALANTS 3.10 Install sealants to depths as shown or, if not shown, as recommended by the sealant manufacturer. 3.11 Acoustical sealant shall be applied only to concealed surfaces. A full bead shall be gunned into joints or openings. Piping and backs of electrical boxes shall be covered with a sealant and perimeters sealed. Acoustical sealant shall be required at perimeters and at penetrations of new common walls at apartment units. Sealant is not required where joint has been covered with tape and compound. 3.12 Cleaning - The surface adjoining the caulked and sealed joints shall be cleaned of smears and other soiling resulting from the caulking and sealing application as work progresses. 3.13 All cracks and joints shall be sealed. All fixtures, equipment and concealed spaces shall be sealed to prevent insect infiltration and eliminate all gaps. 3.14 Seal all plumbing fixtures not supplied with integral or factory gasketing to the walls and floor. This shall include showers, urinals and toilets. END OF SECTION 4 of ;4ATSWaSf.11A KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 RELATED WORK SECTION 08100 DOOR FRAMES A. Coordinate related requirements specified in other parts of the specifications, including but not limited to the following: Carpentry 06100 Millwork, 06200 Sealants, 07900 Wood Doors, 08200 Fiberglass Doors, 08210 Finish Hardware, 08700 Painting, 09900 1.2 Fire Labels A. Provide Underwriter's labels on door and frames where, and of class, indicated. Modify standard specifications and Architect's details as required to secure labels. Frames will be labeled to match rating of labeled doors. 1.3 Submittals A. Submit in accordance with General Conditions, and Section 01400 Shop Drawings. 1.4 Product Data A. Frame manufacturer's technical data for each type of frame. 1.6 Product Delivery, Storage and Handling A. Protect at all times to prevent damage to frames and finish. Store under cover in building in protected, up -right position, set on wood sills. prevent rust and damage. Clean abraded, scarred, and rusty areas. Touch -up with paint used for shop painting. Replace units if repair is unsatisfactory or impractical. 2.0 PRODUCTS 2.1 Exterior Door Frames A. Wood Frames 1. Wood frame shall be kiln dried, prefinished, `B and Better" toxic treated soft wood and outside casing with adjustable magnetic weatherstrip and adjustable sill /threshold 2. Provide frame widths as required or detailed. 3. Frame thickness shall be nominally 1 -1/4" on all lock jambs, head jambs and hinge jambs. 4. All edges and sides of frames shall be factory primed after machining for weather protection. Provide labeling as required. 08100 -1 :ziis.5v':'• `t.;.`.v: L'.61.w::ii'y.:�.y`� S«.: ,:_= L'3. +. +�:w:+:u::di�.uia z w o: 6 U O 0 N -i _ CO u. ua u-? = III I— _ Z � I— O Z t— w D 0 O — O H wW I— H IL. O W z U= 0 I z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.4 Hinges z A. See Hardware Schedule, Section 08700. z w 2.5 Sill/Threshold 6 JU 0 A. Provide extruded aluminum adjustable sill /threshold or approved system. Provide types • w as required for door swing. w N u_ B. Provide "Universal Sill Extender" where edge of subfloor would be exposed using a w O standard sill. u_ C. Provide thresholds at all exterior doors. D. Insure all accessible unit thresholds to be ADA compatible. z 1 O 2.6 Hardware Preparation - See Hardware Spec. Section 08700 • j . • o 2.7 Finish 0 cn . O H A. Finish paint to be per painting specification. U LL' O 3.0 EXECUTION LU U co 3.1 Verify all door sizes and hardware types before ordering and installation. P 3.2 Set backs and frames plumb and true. 3.3 Touch -up after installation. Thoroughly clean surface prior to job painting. 3.4 Install hardware specified in Section 08700, or as supplied by the manufacturer as part of a specified prehung door assembly. ** *END* ** 08100 -2 SECTION 08100 DOOR FRAMES KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 Standards 1.3 Related Work in Other Sections Carpentry, 06100 Millwork, 06200 Finish Hardware, 08700 1.4 Submittals 1.5 Coordination 1.6 Identification Marking 08200 -1 SECTION 08200 WOOD DOORS A. References in this section to equipment, material, articles or patented processes by trade name, make, or catalog number shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. w QQ � JU U O N O A. The following standards form a part of this specification as called for and as Architect w = judges them applicable. J 1. The Architectural Woodwork Quality Standards and Guide Specifications (AWI), w 0 current edition. Flush solid- and hollow -core doors. 2 2. National Woodwork Manufacturer's Association Current Standard for Hardwood g Veneered Flush Doors. 1.2 Product Handling z A. Store doors in fully covered, well- ventilated areas and protect from extreme changes in w O temperature and humidity. ? o U O- O I- ww — O .. z w U= O I A. Guarantee: Submit certification that interior doors are guaranteed under conditions of reference A.W.I. B. Shop Drawings: Submit shop drawings and door schedule for approval. Indicate each door location, show elevation of each type, details of construction, identifying marks and locations and extent of hardware blocking, jamb details. A. Coordinate and correlate shop drawings, templates, schedule, frames, hardware, glazing and finishing. Insure that doors are properly finished and ready to hang. A. Affix labels to each door identifying manufacturer as authority responsible for labeling accuracy, fire resistance class, core construction of flush doors glued block, adhesion bond type and face wood veneer. z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.7 Extent of Work A. All d h d d 1 b d d 1 Z doors shown, noted or lawn on plans are to a wood unless noted e Fiberglass doors. All doors shall be either solid core or hollow core, as noted on z drawing and otherwise in this specification. re Lu 2.0 PRODUCTS v O N o 2.1 Flush Doors: (including bi -pass doors) LLI _ F- A. Meet current standard requirements of NWMA. Paint -grade birch. Prime and paint. Pre - hung and pre -fit into frames. Use no luan veneers. B. Interior swing doors: 1 -3/8" thickness. Hollow core at bedrooms, baths, pantries, closets. a = ILI C. Louvered doors at washer /dryers. ? f- 0 Z I- 3.0 EXECUTION LU 3.1 Doors installed under Section 06000 - Carpentry at Site. 0 D- o F A. Install only after completion of all other work which would raise moisture content or = U damage door surfaces. _ Z B. Provide 1/8" clearance at sides and top; 1/4" at bottom over thresholds; 1/2" at other U cn locations unless otherwise shown. Bevel lock edge 1/8" in 2- inches. Seal job cuts immediately. Undercut all bathroom and utility room doors. Z 3.2 Install hardware as noted on drawings and hardware schedule. 3.3 Lock Set Heights A. All wood doors - 3' -0" above floor to center line of knobs unless noted otherwise. At access door set locks at center of strike rail ** *END OF SECTION * ** 08200 -2 SECTION 08200 WOOD DOORS KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL z A. References in this section to equipment, material, articles or patented processes by trade z name, make, or catalog number shall be regarded as establishing a standard of quality Ce g and shall not be construed as limiting competition. v 0 B. Exterior Fiberglass doors are scheduled for Pickering Court and Riverton Terrace. N tu 1.1 Product Handling cn u.. w 0 A. Store doors in fully covered, well - ventilated areas and protect from extreme changes in temperature and humidity. Q d 1.2 Related Work in Other Sections H = A. Carpentry, 06100 z B. Millwork, 06200 z O C. Finish Hardware, 08700 LLI 0 0— 0H A. Guarantee: Submit certification that exterior doors are guaranteed for 20 years against = 0 defects due to materials and workmanship. 0 ..z B. Shop Drawings: Submit shop drawings and door schedule for approval. Indicate each U door location, show elevation of each type, details of construction, identifying marks and locations and extent of hardware blocking, jamb details. z 1.3 Submittals 1.5 Coordination A. Coordinate and correlate shop drawings, templates, schedule, frames, hardware, glazing and finishing. Insure that doors are properly finished and ready to hang. 1.6 Identification Marking A. Affix labels to each door identifying manufacturer as authority responsible for labeling accuracy, fire resistance class, core construction of flush doors glued block, adhesion bond type and face wood veneer. 1.7 Extent of Work SECTION 08210 FIBERGLASS DOORS B. All fiberglass doors shown, noted or drawn on plans. Refer to plans for door sizes. 08210 -1 .�. ;. - / J . 4'•a KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.0 PRODUCTS 2.1 Exterior Fiberglass Doors: Z A. Exterior Fiberglass doors shall be Therma Tru, Smooth Star Doors, Model # S210, ;H- w recessed panel doors. U =0.16. (www.thermatru.com) See paint specification for finish. QQ D J V B. Door Panels: Faces 1/16" minimum thickness, fiberglass- reinforced thermoset co o composite, surface lightly textured with 80 -grit brushing, accepting most exterior and co H interior paints. Color: White. Door edges: machinable kiln -dried pine, primed to match N w color of faces, lock edge reinforced with laminated veneer lumber core, lockset area w 0 reinforced with solid blocking for hardware backup. Door bottom edge: moisture proof 2 and decay proof composite. Core: foamed -in —place polyurethane, CFC free, density 2.0 g Q pcf min. w 2.2 Gasketing, Weatherstripping: Z H I— O A. Jacketed thermoset closed -cell foam, press fit in kerfs at jamb stops in frames. Bottom w u- gaskets integral with sills. ? o U N 2.3 Hinges, Strikes: p 1 - wW A. Steel. Zinc plated, brass or chrome finish. Minimum hinge size 4 x 4 x .098 inches. i- H 3.0 EXECUTION iii N U = 3.1 Doors installed under Section 06100 - Carpentry at Site. z ~ Install only after completion of all other work which would raise moisture content or damage door surfaces. Provide clearance per manufacturer's specifications. 3.2 Install hardware as noted on drawings and hardware schedule. 3.3 Lock Set Heights 3' -0" above floor to center line of knobs unless noted otherwise. ** *END OF SECTION * ** 08210 -2 SECTION 08210 FIBERGLASS DOORS KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.1 RELATED WORK IN OTHER SECTIONS A. Substitutions and Product Options, 01640 B. Carpentry, 06100 C. Sealants and Calking, 07900 D. Finish Hardware, 08700 E. Painting, 09900 1.0 GENERAL — Window replacement at existing openings at Riverton Terrace only. 1.2 SHOP DRAWINGS A. Submit shop drawings. Show full size sections, details of construction, location of anchors. 1.3 SUBMITTALS SECTION 08500 VINYL WINDOWS A. Furnish manufacturer's literature completely describing unit proposed to be supplied. Provide certificate from manufacturer attesting to conformance with specification (AAMA "Quality Certified" label will be accepted in lieu of certificate). Submit installation details and refer them to details on architectural plans. 1.4 CODES B. All windows at bedroom areas shall conform to Uniform Building Code exiting requirements. Windows shall have anti -lift feature on sliding panels when window is in closed or locked ventilation position. All glazing must be safety glazed where required by the Consumer Product Safety Commission (CPSC). 1.5 Test Standards C. Window shall conform to the following: 1. U- Value: AAMA 1503.1 '88 test results. See Architectural drawings for U -Value of windows. 2. Structural Class: ANSUAAMA 101V - 88 1.6 Colors A. Manufacturer's standard white. Color integral with and continuous throughout material. 1.7 Lifetime Guarantee A. Provide 10 year guarantee covering all window materials and labor. Provide ten year warranty for seals on insulated glass. 1.8 Window Types per architectural drawings. 08500 -1 ..i..i 6.4.14.• ....o....._.. .:.1'�.v. _rr. �v...nw....wr.+�+•..•r.wvnra .n +..Y:fi:.{n�:+- 1a1 "u.kSi KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.0 PRODUCTS 2.1 MANUFACTURER z Best Built, Allside, Milgard or approved equal. z 2.2 Materials: Sliding Vinyl Windows J A. Frame: Construct frame components of high grade polyvinyl chloride (PVC), integral w 0 white color. Miter corners with precision welds to achieve air and water tight seals. w w F. Standard frame width to be 3 -3/8 ". Nail -on flange to be minimum 1", prepunched. N 0 B. Weep System: Hollow sill construction and baffled, hidden weep holes to drain water 2 from track and sill, and to prevent blow -back. g Q C. Glazing Material AAMA approved glazing tape. Use rigid vinyl setting blocks to = w support the unit above the sill, preventing glass slippage. Apply extruded vinyl glazing z (snap -in) bead around the exterior edge. 1. 0 z which allow vent panel to stop in a slightly open position for ventilation. SECTION 08500 VINYL WINDOWS LIJ D. Glass Butyl- sealed insulating dual glazed panes, 1" in overall thickness. Provide low . , ? o `E /Argon as required to meet minimum overall NFRC -rated U value of U- 0.33). U N 0— 0 E- E. Vent Panel w w 1. Sliding Windows: Mitered, precision - welded corners. Provide horizontal true H divided mullion at center of sliding and fixed window panels. See drawings for " 0 configuration. v = F. Locking Assembly Provide cam -style lock. Single hung windows to have night latches z F- G. Weatherstripping Silicone- treated, water - repellant, polypropylene fin seal weatherstripping. Install in integral continuous keyway around entire perimeter of vent panel. H. Screen: Provide cambered aluminum screen frames at all operable windows, reinforced with rigid plastic corner clips, in the same color as frame. Fiberglass screen mesh. Screen to have aluminum pulls to allow installation from inside. I. Provide non - operable vent ports in all windows to provide make up air ventilation. At pairs of windows, one side shall have a vent port, the other side shall have a blank section to match, so that windows align. 08500 -2 �,t KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.0 EXECUTION SECTION 08500 VINYL WINDOWS 3.1 Installation Hardware and Accessories — Contractor shall verify installation hardware and accessories required for installation based on existing wall conditions. Install in strict accordance with manufacturer's printed instructions. Coordinate rough opening dimensions with window sizes, per manufacturer's required clearances. Opening panels must be closed and locked during installation. Install plumb and square with weep holes at bottom. Do not nail headers. Nail through pre - punched fin holes into framing along sides and base. At the head, nails to be placed 1/2" above fin and bent down over fin, without damaging it, to allow for header deflection. Flash per drawings. 3.2 Schedule installation to allow architect to inspect windows prior to covering nailing flanges with siding/trim. 3.3 Protect windows and patio doors during shipment and prior to, during, and after installation. Do not install windows with any type of damage, including damaged flanges, frames, vent panels, glass, weatherstripping, hardware, etc. 3.4 At a time as directed by the Architect and near the completion of the building, Contractor shall thoroughly clean all vinyl and glass surfaces using only manufacturer's recommended cleaning methods /materials, and adjust hardware to operate perfectly. ** *END OF SECTION * ** 08500 -3 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 Related Work in Other Sections A. Finish Carpentry, 06100 B. Cabinets, 06400 C. Fiberglass Doors, 08210 D. Wood Doors, 08200 E. Vinyl Windows, 08500 F. Toilet & Bath Accessories, 10800 1.2 Work Included in This Section SECTION 08700 FINISH HARDWARE A. The work in this Section shall include furnishing of all items of Finish Hardware as hereinafter specified or as shown on drawings, excluding only such hardware as hereinafter specified to be furnished by others. Any item of hardware not specifically mentioned hereinafter, but necessary to complete the building as shown on the plans, shall be provided by this Contractor as though it were specifically mentioned hereinafter and the cost of any such material shall be a part of the contract price. 1.3 Unless otherwise specified, hardware shall conform in every respect to the specifications as hereinafter set forth. Items of hardware not definitely specified, but required for completion and proper operation of the work, shall be suitable in type, size, quality, finish, and function for the service intended and shall be comparable to the type specified for similar openings. A. All keyed locks and cylinders shall be of one manufacturer unless otherwise noted in the Hardware Schedule, 2.5 of this section. B. All fire doors shall have hardware which meets U.S. Standards. C. All hardware shall bear identification of Underwriter's approval. D. Finish hardware shall be neatly and properly installed by the General Contractor in accordance with the best practices as approved by the Architect. All hardware must be in new condition before being turned over to Owner. E. All hardware shall be supplied with necessary fastenings. 1.4 Hardware Not Included A. Hardware for the following are not included as work of this section and are to be furnished by the manufacturers of these items: 1. Cabinet hardware 2. Toilet Accessories 1 L . z w 0 tr O 0 c o co ILI J H U w 0 J u_ d CO = �w Z = F- O Z uj ON aE- w W — O Z = O z 1 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.5 Templates A. The hardware supplier shall provide all necessary templates of items being furnished. z Template information shall be furnished to all trades requiring same in order that they _ �. may properly prepare material to receive the hardware items. w ▪ 2 1.6 Limitations of Schedule - 8 U) 0 A. Approval of the hardware schedule shall not relieve the hardware supplier of w s J F- U) w • O 1.7 Manufacturer's Names and Numbers J A. All catalog numbers herein specified have been used for the purpose of establishing a N a basis of design, quality and operation, and in order to establish such a basis on quality, = w certain processes, type of equipment, and kinds of material are specified by z manufacturer's name, brand, or catalog numbers. O z ,- U� D A. Hardware shall be exactly as listed or approved unless written approval is obtained from p wW O r- -O ..z w A. Hardware will be applied by Contractor furnishing work, as intended, and, unless otherwise directed within a reasonable time, shall be delivered only to those Contractors, O 1" and at times and places mutually agreed upon. z responsibility for errors or omissions therein. 1.8 Substitutions Architect. 1.9 Delivery 1.10 Warranty A. The hardware supplier shall guarantee all products furnished against defects in workmanship and operation for a period of one year but without responsibility for damage caused by abusive or improper usage. No liability to be assumed where faulty operation is due to either improper installation or failure to exercise normal maintenance. Closers shall have a minimum five year warranty. 1.11 Hardware Schedule 2 SECTION 08700 FINISH HARDWARE A. Prior to ordering any hardware, six copies of the proposed Finish Hardware Schedule shall be submitted to the Architect for checking, corrections, and approval within thirty (30) days after award of Contract. Four approved copies are to be used as file and job copies. Hardware shall be furnished as approved. Schedule format shall be "vertical" rather than "horizontal ". KCHA SECTION 08700 PICKERING COURT FINISH HARDWARE BURNDALE HOMES RIVERTON TERRACE 2.0 PRODUCTS 2.1 General A. Install hardware items with complete fasteners in accordance with operation requirements. 2.3 B. Template Hardware: Apply hardware to metal work with templates and secure with machine screws. Furnish templates to metal fabricator. C. Fastenings: Furnish finish hardware with necessary screws, bolts or other fastenings of suitable size and type to secure hardware in position for heavy use and long life. Fastenings to harmonize with hardware as to material and finish. Furnish fastenings where necessary with expansion shields, sex bolts, or other approved anchors according to material to which it is applied and as recommended by the manufacturer. Furnish hardware fastened to concrete or masonry with expansion sleeve anchors. Fasten closers and exit bolts to doors with sex bolts. All screws normally exposed to view in finished installations, including screws for hinges, to be Phillips head. D. Omissions and Correction: Items required by the intent of the Drawings and Specifications, which are not specifically indicated, and any omissions or corrections of the schedule, are to be listed and submitted to the Architect for instructions prior to the award of the hardware contract. 2.2 Finish: Finish of hardware, unless otherwise indicated, shall be as follows: I. Hinges: 2. Locks: 3. Closers: 4. Thresholds: 5. Door Stops: 6. Gaskets: 7. Door Bottoms /Sweeps: 8. Exit device /trim: Hinges B. Number of Hinges per Door Leaf: Door Height 5' -0" to 7' -6" Over 7' -6" Exterior: US26D Interior: US26D 630 Spray finish to match other finish hardware Aluminum unless otherwise noted Match lock finish Gray color Match sill color 630 A. Out swinging doors with locks to have non - removable pins. If door is an exterior, pin to be stainless steel. No. of Hinges 3 3 plus 1 hinge for each additional 30" or fraction thereof 3 z � JU 00 co w co w L.L. = W I- 2 z F !- O z t- w 0 O- CH w L Z W = O~ z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE C. Hinge Size: Exterior doors: Hinge sizes given are based on 1 -3/4" thick doors. If thicker doors are used (including doors with applied surfacing), follow manufacturer's z directions. ~ w Door Width Hinge Sizes 6 = 3' -0" or less 4" x 4" 0 3' -1" to 4' -0" 5" x 4 -1/2" C0 0 4' -0 "+ and over 6' x 4 -/12" _ Hinges shall be of proper width to clear trim when door swings 180 degrees. �' (F- u_ w D. Doors with surface closers shall have ball bearing hinges. E u_ ? 2.4 Lockset Design: Schlage "Saturn" lever handles, depending on lock series, unless otherwise indicated. I w zI F- O Z !- ww A. Locks shall be Construction master -keyed and master -keyed per KCHA standards. v o B. Keying shall be done by the lock manufacturer as directed by the Owner. A keying p ~_ meeting shall be held prior to keying to confirm all necessary keying requirements. = w C. Stamp permanent master keys "Do Not Duplicate ". Stamp each change key with its -- O broach and cut number. 2.5 Keying ..z w U= D. Locks installed during construction period and prior to acceptance by the Owner shall be O ~ construction keyed. Owner shall be given a key to construction keyed locks. E. Contractor shall be responsible for conversion of locks to regular change keys. Ship permanent master keys and change keys directly to Owner. Provide two (2) copies of key manifest showing cut number of change keys related to Owner's system of door /room numbers and register number of master keys. F. Keys required: 2.6 Closers Change Keys 4 each key set Construction Keys 15 Master keys 4 each A. Mount surface closers for 180 degree swing where possible. B. Where required, furnish closers with built -in stop and holder. Norton Unitrol, or approved equal. Install with template to provide maximum opening as per job conditions. 4 SECTION 08700 FINISH HARDWARE z KCHA SECTION 08700 PICKERING COURT FINISH HARDWARE BURNDALE HOMES RIVERTON TERRACE C. Size closers in accordance with manufacturer's size charts according to conditions of use. D. Allowable Closer Pressure: Interior Doors: Exterior Doors: Fire Doors: 1. Hinges: 2. Locksets: 3. Closers: 4. Door Stops: 5. Thresholds: 6. Door Pulls: 7. Bolts /Coordinators: 8. Exit Device/Trim: 9. Electric door release: 10. Bifold Pulls: 11. Bipass Cups: Hardware Group 1 Unit Entries Hinges Spring Hinge Lockset Viewer Stop Threshold Door Bottom Weatherstrip Deadbolt 5 lbs. 8.5 lbs. 15 lbs. 2.7 Silencers: Pneumatic rubber installed in metal frame stops, 3 for each door. 2.8 Door Stops: Contractor shall provide backing for all wall stops. Where wall stops are specified but cannot be used because of construction detailing, floor stops shall be furnished. Where neither can be used, provide overhead stops. Do not use hinge stops. 2.9 Manufacturer, as referred to in the Hardware Section. Stanley, Hager, Bomer Schlage Norton, LCN Builders Brass, Ives Pemko, Reese BBW, Quality Glynn Johnson, DCI Von Duprin Rixon Taymor, Ives Taymor, Ives 2.9 HARDWARE GROUPS — General requirements shown for preliminary cost estimating purposes, exact manufacturers and model numbers to be determined. 1 ea. CB 1900 4 x 4 US26D 2 ea. 2060R 4 x 4 US26D 1 ea. AL10S- SATURN 2 ea. 37- B4820B 1 ea. W9X 1 ea. P176A 1 ea. P210AV By Frame Supplier 1 ea. B660N 5 z ~w 00 LLI J w La w 0 = a w z zF- w w D O-- 0 I- wW HF -O z w = O~ z KCHA SECTION 08700 PICKERING COURT FINISH HARDWARE BURNDALE HOMES RIVERTON TERRACE Hardware Group 2 Unit Exterior Storage (Pickering and Riverton Terrace only) Deadbolt Passage Stop Weatherstrip Threshold Door Bottom with sweep ** At Pickering Handicap Hardware Group 3 Hinges Passage Stop Hardware Group 4 Hinges Privacy Stop Hardware Group 5 Pulls 1 ea. B 160N 1 ea. AL10S 1 ea. F8061 X By Frame Supplier By Door/Frame Supplier By Door Supplier Substitute ALI OS SATURN lever Unit Bedrooms 2 ea. 1 ea 1 ea. Unit Bathrooms RC1841 3.5 x 3.5 US26D Al OS SATURN W9X 2 ea. RC1841 3.5 x 3.5 US26D 1 ea A40S SATURN 1 ea. F8061X ** At Pickering/Riverton Terrace Handicap Substitute AL40S SATURN lever Track 1 ea Provide heavy -duty bi -pass track Closet Bi -pass Doors/Laundry Bi -pass Doors 1 ea. per leaf Hardware Group 6 Unit Closet Doors/Pantry Doors /Single Laundry Doors Hinges Passage Stop 2.11 Handrail Brackets: 2 ea. 1 ea. 1 ea. 2.10 House Address Numbers: N.I.C. 6 RC1841 3.5x3.5 Al OS SATURN W9X A. Malleable iron, #4595 by J.G. Braun or approved. (J.G. Braun product available through Builder's Hardware.) Paint with two coats alkyd enamel over primer. 2.12 Linen Closet Shelf Supports A. K &V 255 Shelf Standards, 6' -0" long. Provide 4 per closet. Provide K &V 256 shelf clips, 4 per shelf. KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.13 Combination Shelf and Pole Brackets at Closets A. Hager 1797, at 32 inches on center maximum spacing, at all closets except linen or as noted otherwise. 2.14 Laundry Areas Shelf Bracket A. Stanley 797, 10 x 12 at maximum 32" o.c. 3.0 EXECUTION 3.1 Installation 3.1.1 Install hardware in accordance with manufacturer's recommendations, using proper templates. 3.1.2 Hardware supplier to inspect and assist installer in correcting faulty installation of hardware and adjusting of hardware for proper operation. 3.1.3 Mounting Heights: A. Location of hardware on doors and frames shall be as follows (distances from finished floor): 1. Hinges: top -frame manufacturer's standard bottom -frame manufacturer's standard intermediate - centered between top and bottom hinges. 2. Residential Locks/Latches -36" to center line of strike 3. Residential Deadlocks -42" to center line of cylinder 4. Door Pulls -48" to center of grip 3.2 Set viewers at 5' -0" and 3' -3" (accessible) above finish floor. * *END* ** 7 SECTION 08700 FINISH HARDWARE :.......- ..::� < , KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 RELATED WORK IN OTHER SECTIONS A. Carpentry, 06100 B. Millwork, 06220 C. Caulking & Sealants, 07900 D. Painting, 09900 1.2 STANDARD SPECIFICATION SECTION 09250 GYPSUM WALLBOARD A. Conform to American Standard Specifications for Gypsum Wallboard finishes, ASA A97.1, as supplemented and modified herein. Specified materials and methods are mandatory. Standard specifications may be obtained from Gypsum Association, 201 No. Wells Street, Chicago, Illinois 60606. Conform to ASTM 840 -79 for application and finishing. 1.3 BUILDING CODE A. Requirements of the Uniform Building Code, latest Edition, if more rigid than those herein, govern. 1.4 TEMPERATURE AND VENTILATION A. Control temperature and ventilation for best results and as recommended by manufacturer. Contractor shall not proceed if wood exceeds 12% moisture content or temperature is below 55 degrees F. 1.5 EQUAL OR APPROVED A. Following specifications establish performance and quality standards required, but are not restrictive. Other manufacturer's comparable materials and systems may be substituted subject to Architect's approval. 2.0 PRODUCTS 2.1 DELIVERY AND PROTECTION A. Deliver all manufactured materials in original, unbroken containers or bundles bearing name of manufacturer and brand. Keep all materials dry, off ground, under cover, and well protected from damage. 2.2 GYPSUM WALLBOARD A. U.S. Gypsum, Celotex, Georgia Pacific, Norwest or Domtar. All GWB shall have recycled content. 1 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE C. Use water resistant gypsum wallboard (green board) behind tub and shower surrounds, extend up to ceiling; at bathroom ceilings use exterior soffit board Type "X" or as otherwise noted. B. Use fire rated, type `X', 5/8 inch thick, wallboard with recessed and taped edge, unless otherwise called for on drawings. 2.3 OTHER MATERIALS 2.4 ACOUSTIC SEALANT SECTION 09250 GYPSUM WALLBOARD A. Made or recommended by Gypsum Wallboard Manufacturer. Provide all indicated or required for a complete installation. A. U.S. Gypsum, Resstite, Tremco, A.C. Horn. Non - setting, non - staining, acoustically tested. Completely seal vertical edges, boundary edges, floor joint and around penetrations in common walls and/or ceilings common with adjacent units or common stairways. Produce design minimum STC 50. Provide minimum 1/8 inch sealant around electrical boxes. "Taped" boundary edges do not require sealant. Exposed sealants shall be of type that can be painted with oil or latex paint. 3.0 EXECUTION 3.1 INSTALLATION A. Install in accordance with standard specifications noted above and manufacturer's recommendations, and as detailed, single layer unless noted otherwise. Finishes shall match existing and application shall be per GA- 216 -82, smooth finish (3 coats minimum). 3.2 Reinforce external corners with "Beadex ". Standard metal reinforcement or approved. 3.3 Exposed Edges and Boundary Areas A. At any exposed edges and boundaries of areas where abutting dissimilar materials, install "Beadex" or approved square edged metal trim bead, unless otherwise detailed. See Section 07900. 3.4 CLEANING AND REPAIRING A. After trim has been applied, and prior to painting, correct surface damage and defects. Leave work clean and smooth, and without defects which will be apparent after painting. Reinspect job for defects after sealer has been applied. 2 KCHA -- PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.5 JOINT COMPOUND APPLICATION A. Joint compound shall be applied in three coats minimum, sand as required between each coat and after final coat. Secure Architect's written approval of wall surface. Provide light wet sand as recommended by the Gypsum Association after final coat. Smooth wall application. Surface and texture variations, scuffed paper, tape lines or shadowing are unacceptable. 3.6 NAILING A. Nail board at 7" o.c. with cooler nails unless noted otherwise. Nail all edges, blocking and plates and studs. Correct board damaged by overdriving nails. Use 6d nails for 5/8 inch and 5d nails for 1/2 inch. Screws are an accepted alternate, spacing per ASTM C- 840. Use appropriate screw fasteners when attaching to existing plaster walls. 3.7 RESILIENT CHANNELS A. Install where indicated on drawings and as per manufacturer's technical data, perpendicular to framing, not to exceed 24" o.c. spacing. Attach to framing with 1 -1/4" type 'W' drywall screws. See drawing for location. Attach gypsum wallboard with 1" Type 'S' drywall screws at 12" o.c. RC -1 resilient channels, U.S. Gypsum. 3.8 COMMON WALLS A. Gypsum wallboard will be applied and fire taped at common walls, behind all soffits, and built -in bathtubs. Obtain Building Department inspection prior to concealment. 4.9 TEXTURE A. Surface preparation and primer: Prepare and prime drywall and other surfaces in strict accordance with texture finish manufacturer's instruction. Apply primer to all surfaces to achieve texture finish. Prior to texture application, Architect must inspect and sign off on all gypsum board surfaces. B. Finish Application: Mix and apply finish to drywall and other surfaces indicated to receive finish in strict accordance with manufacturer's instructions to produce a uniform texture matching Architect's sample without starved spots or other evidence of thin application, and free of application patterns. C. Finish texture on all wallboard surfaces shall be "light orange peel" except at toilet and shower rooms. Toilet and shower rooms to be smooth wall texture (stippling paint is acceptable). Where new gypsum wallboard is adjacent to existing provide new finish to match existing. END OF SECTION 3 SECTION 09250 GYPSUM WALLBOARD KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 RELATED WORK A. Refer to indicated sections for the following items: 1. Cast in Place Concrete, Section 03300 2. Carpentry at Site, Section 06100 3. Resilient Flooring, Section 09650 2.0 GENERAL REQUIREMENTS 2.01 GUARANTEE SECTION 09550 CARPETING A. Guarantee all work included in this Section for a period of one year after date of final acceptance of the work. During that period all defects due to faulty materials or workmanship and damage to other work, resulting therefrom or the correction of same, shall be remedied at the Contractor's expense. Provide manufacturer's standard 10 -year limited warranty. 2.02 SAMPLES AND SUBMITTALS: A. Confirm the availability of the specified carpet line before submitting. Ensure that the work will not be delayed or rushed due to lack of availability. B. Submit samples of all types of carpets to the Architect for review and approval prior to ordering the material. Samples shall be identified on the back. C. Test Samples: Furnish a sample of each carpet approximately 3' x 3' in size; take samples from the project site as directed by Architect. The owner reserves the right to test the samples for compliance with specified carpet characteristics. D. Product Data: Submit manufacturer's published literature for specified products and accessories as applicable, including manufacturer's specifications, physical characteristics and performance data. Submit as a supplement, manufacturer's instructions and directions for application if not included in manufacturer's published literature. 2.03 QUALITY A. Carpet of the same color combination shall be made from the same dye lot and rolls shall match. Colors shall be as selected by the Architect from standard stock colors. Carpets shall be composed of solution -dyed fibers. All carpet to have CRI IAQ label, to be recyclable and contain minimum 25% recycled material. B. Widths shall be a standard 12 feet wide and a minimum of seams shall be used. 1 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE C. INSTALLER 1. Engage a carpet installation firm, which has at least 5 years successful experience in carpet installations similar in size and type to the carpeting requirements of this project. 2.04 SUBSTRATE A. Installer shall examine the substrate, and the conditions under which carpeting is to be installed, and notify the Contractor of any conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. 2.05 DELIVERY OF MATERIALS A. Deliver in unbroken cartons and containers, manufacturer's labels thereon; do not remove labels or open packages until Architect inspects and approves; carpet may bear stamp on back in lieu of label. Unroll and air out carpet a minimum of 24 hours prior to installation. B. Carpet, cushion and fasteners must be stored on site at a minimum temperature of 65 degrees F (18 degrees C.) and a maximum relative humidity of 65% (minimum 12% RH) at least 48 hours before installation. C. No carpet or pad to be installed until concrete moisture content is under 19 %, or under manufacturer's recommended maximum, whichever is less. Moisture content shall be checked at each stage by the Contractor and reported to the Architect, to ensure proper moisture level has been attained. Obtain Architect's approval to commence each stage of carpet installation. 2.06 MAINTENANCE A. Instructions: Upon completion and at time of acceptance, furnish recommended maintenance instructions and procedures; include list of recommended products, methods and equipment; deliver to Architect. SECTION 09550 CARPETING 3.0 PRODUCTS 3.01 CARPET A. Manufacturer: J & J Commercial or approved equal. CRI IAQ label required. B. Unit Interiors: Certificate IV - Encore - SD Ultima. Recycled content minimum 25 %. or approved equal. C. Manufacturer's Representative 1- 800 - 241 -4586, x -7946 2 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE D. Construction: Loop E. Pile Fiber: 100% Nylon, type 6 F. Tufted Yarn Weight: 28 oz. per square yard. G. Carpet: available in 12' width rolls H. Warranty: 10 year warranty for tuftbind failure (edge ravel, yarn pulls and zippering) and delamination. Lifetime warranty for wear, stain removal, static protection and color fastness. I. Recycling Program: qualifies for BASF 6ix again program J. Color: To be selected from full range by Owner /Architect. 3.02 PADDING SECTION 09550 CARPETING A. 35 - 40 oz., synthetic felt commercial carpet cushion. Thickness: 3/8 inch. Manufacturer: GFI millennia or equal. 3.03 Installation Materials A. Tackless Strip: Strips of water resistant plywood with two rows of rust- resistant, angular pins of sufficient length to penetrate all layers of cushion. B. Tape and Seam Seal: Types made or recommended by carpet manufacturer for the condition of installation. C. Accessories: Edge strips at doors, or elsewhere where carpet changes to another floor material, shall be of Pemko or equal extruded aluminum Carpet Bar. At pad installations, provide the "Tap- Down" style appropriate to the carpet thickness. D. Other Materials: Provide all other accessories and materials as may be required for a complete and satisfactory carpet installation. 4.0 EXECUTION 4.01 INSTALLATION A. Preparation of Surfaces: 1. Put surfaces in proper condition for the installation of carpeting materials; broom clean and free from all dirt, grease, oil, glue, and other foreign matter; repair substrate to provide smooth surface. Screw and glue down all loose substrate. 3 • RAW KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 4 SECTION 09550 CARPETING 2. Insure substrate has been tested for density, porosity and moisture content per carpet manufacturer's recommendations prior to installation over any cementitious substrate. B. Extent of Carpet: Provide carpet where indicated on finish plan or schedule, and as specified. Extend carpet under open - bottomed and raised -bottom obstructions and under removable flanges of obstructions. Extend carpet into alcoves of rooms indicated to be carpeted, unless another floor finish is indicated for such space. 1. In Closets: Flooring and base at closets are to be the same as the material scheduled for the room served. Cover the floors of closets and alcoves opening off areas with the same material that is scheduled for the area, unless otherwise noted. C. Workmanship 1. Cutting: a) Cut carpet carefully and accurately to fit rooms or spaces; allow for even, smooth fit along walls, around projections, and into trim strips; cut for laying in accordance with approved layout plans b) Provide cutouts for removable access devices in the substrate, if any. Bind edges as neatly as possible and secure both sides of cuts to the substrate. Use double -faced tape on carpet cutouts which must be lifted from the substrate to gain access to the devices, unless otherwise indicated. Cut only 3 sides wherever it is feasible to provide a carpet flap in lieu of a fully - removable cut -off. 2. Seams: a) Keep seams to an absolute minimum; where seams are necessary, take care to match colors, pattern, and nap of adjoining sections and to make seams as invisible as possible. Carpet must be both end- and side - matched at seams. Unsightly seams will not be accepted. b) All seams shall be at least 1/2" on selvage edges and in strict accordance with carpet and seam tape manufacturer's printed recommendations and directions. Edges shall be sealed with seam - sealing glue per manufacturer's recommendations. c) Where glued down, apply carpet adhesive onto substrate at a rate as recommended by manufacturer; lay carpet into adhesive immediately and remove any trapped air bubbles; apply succeeding widths with tight butt joints; apply extra adhesive at all seams before bonding to substrate. 3. Edges: Provide metal carpet edge strips at edges abutting other finish flooring types Securely fasten strips to substrate at all exposed edges. Center under doors in doorways. D. Methods: 1. Installation over pad: Install pad smooth and wrinkle -free with a minimum of splices and patches. Per manufacturer's recommendations, glue or staple all edges and field as required to eliminate wrinkles and movement of the pad under the carpet; use adhesive as recommended by pad manufacturer for conditions of the work. Joints in pad shall be tight and shall not be felt through carpet. 9 . �, < e+n aw. «�r,rgn: «,r• vaxr, uswa +eytai�P�A. 4:99; KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 5 SECTION 09550 CARPETING 2. Base: a) Scheduled Base and/or base shoe shall be installed after carpeting is z installed. See Section 06200, Millwork. = = b) Provide a continuous base around the entire perimeter of the room or space, cc 2 including freestanding columns, cabinet bases and other projections, and inside adjacent closets, unless otherwise noted. v 0 0 (0 o 5.0 CLEAN -UP w w 5.01 Remove all scraps and tools from premises; allow owner to examine scraps before w O . removal and to retain any selected scraps. Thoroughly vacuum and clean carpet installation after work of all trades is completed; coordinate trimming with other trades g and with the approved progress schedule. Leave carpet installation free from scraps, carpet ripples, scallops and puckers; all surfaces free from defects at time of acceptance. I W Z = 5.02 Supply a minimum of five (10) square yards of each color of carpet. Wrap and store as O directed by Architect. z z w ** * END OF SECTION * ** • N o • I— w w I - - -O .. z w U 2 O H z • w iali..tts:a. . KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL A. References in this section to equipment, material, articles or patented processes by trade Q • name, make, or catalog number shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. 6 JU 1.1 Related Work in Other Sections U p A. Carpentry at Site, 06100 w w 1 N LL 1.2 Submittals 0 1.2.1 Samples of all flooring materials and vinyl base. og Q 1.3 Colors = a w z = A. To be selected by Architect. - 0 z I-- 2.0 GENERAL REQUIREMENTS U 2.1 Closets o w A. Cover the floors of closets and alcoves opening off areas with the same material that is F. 0 scheduled for the area, unless otherwise noted. Flooring and base at closets are to be the L!- 0 same as the material scheduled for the room served. u j z = 0 2.2 Base A. Where rubber base is scheduled, provide a continuous base around the entire perimeter of the room or space, including freestanding columns, cabinet bases and other projections, and inside adjacent closets, unless otherwise noted. B. Where coved base is scheduled provide continuous coved base around the entire perimeter of the room or space, extending a minimum of 4" vertically, included at freestanding columns, cabinet bases and other projections unless otherwise noted. 2.3 Extent A. Provide floor covering under movable cabinets, equipment and appliances unless noted otherwise. B. Floor coverings shall not be installed under or behind built -in cabinets or built -in equipment unless specifically noted on the drawings. Floor areas under open knee -space casework is to receive the same floor finish as scheduled for floors. Closets within rooms are to have the same floor covering as the room unless noted otherwise. Extend flooring under bathroom cabinets /vanities. 09650 -1 SECTION 09650 RESILIENT FLOORING z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.4 Delivery, Storage and Handling SECTION 09650 RESILIENT FLOORING A. All materials shall be so delivered, stored and handled as to prevent the inclusion of foreign materials and the damage of materials by water or breakage. Package materials shall be delivered and properly stored in original packages until ready for use. 2.5 Installer shall be experienced in the installation of each material and shall be approved by the manufacturer for the work involved. 2.6 Job Conditions A. Maintain temperature in spaces to receive resilient flooring between 70 degrees F and 90 degrees F for not less than 24 hours before and 48 hours after installation. After that maintain a minimum temperature of 55 degrees F. 2.7 Inspection A. Carefully inspect all surfaces to which resilient flooring materials are to be applied. Do not proceed with work if defects in subflooring are not entirely corrected. Starting work shall mean acceptance of the condition of the subfloor. 2.8 Extra Floor Covering A. At the conclusion of the project, the Contractor is to leave replacement tile and sheet goods with the Owner at the rate of one carton (minimum) per 3,000 square feet. 3.0 PRODUCTS 3.1 Sheet Vinyl: A. Product: Tarkett "Contractors Choice, Standard ", Armstrong Commission Plus or approved equal. .080 gauge. B. Installation: Self -coved (flash- coved) where sheet vinyl base is indicated on drawings C. Colors: the Architect will make selections from readily - available colors of the standard line in the price range of product noted above. D. Vinyl Composition Tile (VCT) shall be 1/8 inch thick in 12" x 12 ", Tarkett, Armstrong Standard Excellon Vinyl or approved. E. Stair Treads (Pickering Court only): Provide new Rubber stair treads and risers over existing treads and risers. Roppe Fiesta Molded Rubber Treads or equal. Square nosing. Color and style per architect F. Readily available colors shall be selected by the Architect from tiles in the price range noted above. VCT floors to have simple pattern of contrasting accent colors. Marblizing and chips shall run all the way through the full thickness of the tile. 09650 -2 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.3 Rubber Base: 4.1.2 Underlayment 4.2 Installation of Sheet Vinyl 09650 -3 SECTION 09650 RESILIENT FLOORING A. Rubber base shall comply with F.S. SS -W-40, Type I, height 4 ". Color shall be as selected z from manufacturer's full standard range. Manufacturer: Roppe, Burke or approved equal. z w Use scribed corners; use full wall lengths. ct 3.4 Adhesives 0 co 00 w A. Adhesives shall be as recommended and furnished by manufacturer of the sheet material, tile and rubber base. Use white cutback cement for light colored vinyl tile. Use epoxy N u- adhesive at nosing as recommended by manufacturer. w 0 4.0 EXECUTION U- d 4.1 Preparation z H F- O 4.1.1 Cleaning Subfloors w f- w 0 O I-- w W IL 1 6 w Z - • I O ~ z A. Immediately prior to installation of resilient flooring materials, subflooring shall be broom clean, free of grease, oil, paint, varnish, curing compounds, hardeners, sprinkled cement, mortar, dirt, crumbly or scaly surfaces, and the like. A. Provide underlayment on all wood subfloors at resilient flooring. Floor slab shall be free of grease, oil paint, wax curing and parting agents, primed and filled to required finish elevation with underlayment placed in strict accordance with manufacturer's directions. A. Finished Resilient Flooring: Finished resilient flooring materials shall be installed with adhesives and on underlayment as recommended by the manufacturer and in a manner to produce smooth and even finished surfaces with tiles or sheet goods in tight jointed, accurately aligned manner, all in accordance with manufacturer's installation directions. Insure concrete slab has cured and dried to proper manufacturer's specifications. B. Lay flooring square with room axis. Lay in straight grain pattern. C. Material Transition: Provide and install vinyl reducer strip 1/8" x 1" where required or indicated and as directed. Provide reducer strip between sheet goods and other flooring surfaces or provide other system approved by Architect, for the smooth transition between the materials of different thicknesses. r. KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 4.3 Installation of Rubber Base A. Firmly cement rubber cove bases to walls and cabinet bases with cement recommended _ z by tile manufacturer. See Section 07900. z re w B. Form internal and external corners, using standard straight run base. Butt and scribe. • 6 = J U O' 5.0 CLEANING • w J 5.1 Cleaning and Waxing cn LL w � A. When the work of all other trades has been completed, clean the floors and bases with g cleaner recommended by the manufacturer of the flooring in strict accordance with u- Q manufacturer's directions. Seal and wax V.C.T. per manufacturer's instructions. a = 5.2 Final Protection z 1 0 Z I- A. Finished resilient flooring shall be covered with non - staining building paper. 5.3 Provide 5% overage of sheet goods and laminate flooring for storage on site by Owner. p O I- w W ** *END OF SECTION * ** LL o z ' U = O F" 09650 -4 SECTION 09650 RESILIENT FLOORING z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL A. References in this section to equipment, material, articles or patented processes by trade name, make, or catalog number shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. 1.1 RELATED WORK IN OTHER SECTIONS A. Carpentry, 06100 B. Millwork, 06200 C. Cabinets, 06400 D. Flashing and Sheetmetal, 07600 E. Wood Doors, 08200 F. Fiberglass Doors, 08210 G. Gypsum Wallboard, 09200 H. Mechanical, Division 15 I. Electrical, Division 16 2.0 GENERAL REQUIREMENTS 2.1 FINISHED SURFACES A. All damage to new and existing finishes and equipment caused during the course of construction shall be touched up and renovated. The work shall include every item of painting scheduled inside and outside of the building in order that the premises will be ready for occupancy. Refer to contract drawings and Section 01010, Statement of Work to determine specific complexes scope of work. 2.2 Grilles, doors, access doors, fire extinguisher cabinets, all pipes (PVC, metal or other material) and pipe covering and electrical panels, and the like, exposed in areas scheduled to be painted or on exterior of building shall be painted by this Contractor. 2.3 Mechanical and electrical equipment not factory finished and piping and conduit shall be painted when exposed in finished spaces or when exposed at exterior of building. 2.4 SURFACE CONDITION SECTION 09900 PAINTING A. All surfaces to be treated shall be in proper condition to receive same. If certain preparatory work is not satisfactory, painting subcontractor shall register his objections. Commencement of the work shall be evidence that all conditions are satisfactory and shall be so regarded and accepted. Remove tacks, staples, stickers, etc. from surfaces to be painted. B. Concrete must be cured for at least 30 days prior to coating applications, and as free from moisture as possible. Remove all grease, dirt, oil, glaze, laittance, efflorescence, loose mortar and cement. Hardeners, sealers and form release agents to be compatible with coatings. 09900 -1 . u1 +aW.1 SYa.::e"ti::Lsi+suS:l rift li ;2. . r: it ,�:: KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE SECTION 09900 PAINTING C. Drywall to be clean and dry. Nail heads set and spackled. Texture and sealer applied. Joints must be taped and covered with finished joint compound, sanded smooth. Remove all dust prior to painting. D. Throughout clean all steel and other metal surfaces to receive coatings. Cleaning methods /agents to be compatible with coatings. E. Exterior wood must be clean and dry. Prime and paint as soon as possible. Do not paint during rain or fog, or when air temperature is below 50 degrees. Scrape, sand and spot prime all knots and pitch streaks. F. Interior wood to be clean and dry and stored in clean and dry rooms. Sand all surfaces smooth. Room to be free of dust. Prime and paint all exposed, visible surfaces and all board ends whether exposed or not. G. On the exterior of the entire building, set and putty all nail holes in and finish to match adjacent areas. 2.5 Hardware, hardware accessories, plates, lighting fixtures and similar items in place prior to painting shall be removed during painting operations and repositioned upon completion of each space or shall be otherwise protected. Heating unit covers and other equipment adjacent to walls shall be disconnected by workmen skilled in these trades and moved to permit the wall surfaces to be painted and, following completion of painting, shall be replaced and reconnected. 2.6 All spaces shall be broom clean before painting is started. 2.7 Temperatures of spaces in building where painting is being done or where it is drying shall be maintained above 50 degrees F. Painting of exterior surfaces shall be 50 degrees F. or above, and as recommended by manufacturer, moisture content of wood shall not exceed 15% for exterior work or 13% for interior work unless noted otherwise. 2.8 Woodwork shall be lightly sandpapered by hand and wiped clean before application of materials and shall also be sandpapered by hand between each coat, using No. 00 sandpaper unless otherwise specified. Putty nail holes and minor defects after prime coat has been applied. 2.9 Each coat of paint shall have a slight variation of color to distinguish it from the preceding coat. Sufficient time shall be allowed between coats to ensure proper drying. Paints shall be thoroughly stirred and kept at a uniform consistency during application and shall not be thinned in excess of the printed directions of the manufacturer. Paint containers shall not be opened until required for use. Floors, roofs and other adjacent work shall be properly protected by drop cloths or other coverings. 09900 -2 Y.' z _, w cc J U U O U U . J = � u_ w 0 � co _ F. w Z = 1- 1- O Z 1- w U � ON 0H w H r . uO z . cl O~ z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.10 STORAGE SECTION 09900 PAINTING A. Store materials in one place in the building and such storage place shall be kept neat and Z clean and all damage thereto or to its surroundings shall be made good, care being taken in �H W the storage of paints, oil, etc., to prevent all danger of fire. Oily rags shall be removed W 2 from the building every day upon stopping work and every precaution taken to reduce the t6i6 v danger of fire from spontaneous combustion. U 0 2.11 COLOR SCHEDULE w U) LL A. Colors for wall, exposed ductwork, ceiling, trim, miscellaneous metals, etc., shall be w O selected by the Architect. Before any work is done, the Architect will furnish the Contractor with a color schedule showing where the various colors shall go. (Vinyl u.. j windows are prefinished.) cn O = B. Residential Building Exteriors: Match existing at locations adjacent to existing finish. ? I— O Z H C. Residential Building Interiors: Up to two (2) interior colors shall be selected. Clear and t natural finishes. Wall, ceiling and trim colors may be different colors in individual units. U O N O H w w = - U A. Contractor shall submit three 12" x 12" samples to the Architect for all selected paint colors, on the same bases as the materials are to be applied, showing both color and finish _ Z of all classes of work to be done by the painter. The various coats of samples shall be v co lapped and exposed, shingle fashion, for identification. Contractor shall be required to 0 H paint several sample areas on the job of color combinations selected to be approved by Z Architect before final color selection. 2.12 SAMPLES B. Samples shall be completed in ample time by the painter to permit consideration and in all cases before the material to be painted is delivered or in readiness for painting. One each of the samples as approved by the Architect will be returned and the other two will be retained by the Architect. C. Before final color selection, the contractor shall be required to paint several sample areas (one for each color combination, and equivalent in size to a full wall or room) on the job of the proposed color combinations selected by the Owner /Architect before final color selection. 2.13 DRAWINGS SCHEDULE A. When a wall, ceiling or item is scheduled to be painted or stained, paint the entire ceiling or wall and adjacent surface affected by the construction, if required. Paint all wall or ceiling planes described on schedule, verify with Architect. Paint adjacent piping, ducts and miscellaneous items attached or near surfaces scheduled to be painted or stained. 09900 -3 ...' �:'..:. ..a..•dd:.�;rv.?a1.w+vv„u+.,.. w , csrwe�nrG': 1uy ' y ' iri ' , r;:cjr.?3k N 0 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE SECTION 09900 PAINTING 2.14 INSPECTIONS A. All surfaces must be inspected and approved by the architect prior to each coat. z 3.0 PRODUCTS ~ w re 2 3.1 MANUFACTURER -J 0 A. Painting and finishing products for use in the work shall be the best or top brands produced CO _ for each particular kind of material required and unless specifically specified otherwise co f... w hereinafter shall be by one or more of the following manufacturers: w 0 Kelly -Moore The Glidden Company 2 Sherwin- Williams Company Preservative Paint Company Pratt and Lambert, Inc. Olympic Stain Products Co. co a Pittsburgh Plate Glass Company Parker Paint Company = w H Tnemec Company, Inc. Cowman & Campbell Paint Co. z i_ B. Unspecified materials, use "best" or "first line" grade materials of one of the listed manufacturers for such unlisted materials such as turpentine, thinners, linseed oils, filler, and other auxiliary materials. 3.2 DELIVERY A. These materials shall be delivered in unbroken original containers bearing the manufacturer's name and brand designation. With the exception of ready -mixed materials, all mixing shall be done at the job site, and any material rejected shall be removed from the site at once. 3.3 PAINTING MATERIALS (Based on Specifications consistent with Parker Paints — designation of any particular brand in this specification does not constitute a proprietary product choice unless otherwise noted). A. Exterior Surfaces: Primers 1. Metal Primer: a. Zinc oxide shall be in accordance with standard specifications ASTM D -79, latest edition for "Zinc Oxide ". b. Structural steel and miscellaneous steel and iron metal primer shall be a rust inhibitive type primer such as Sherwin- Williams "Kem- Kromik" Metal Primer, Parker #1679, overlay red, Alkyd or as approved by the Architect. c. Aluminum metal surfaces primer shall be a zinc chromate wash primer, or equal zinc chromate wash primer, Mil -C- 47159, Parker #1821 Galv -o -prime or equal zinc chromate wash primer approved by the Architect. d. Galvanized sheet metal primer shall be Sherwin Williams "Galvite" Primer, Parker #1821 Galv -o -prime or as approved by the Architect. 09900 -4 .. ..._......_. _._._.."" °"' __.....,. »..wags' �. ...a z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2. Exterior Wood Primer: (incl. building trim, door trim, window trim, louvers, exposed wood structure, fiberglass doors): a. Exterior 100% alkyd primer. b. Parker #1700 alkyd enamel undercoat (smooth wood) ,t— z c. Parker #450 alkyd primer (rough wood), or approved equal. 3. Exterior Siding Primer: Exterior 100% acrylic latex. Parker #2333 flex prime, 100% 0 0 acrylic primer or approved equal. o w = 4. Concrete, Concrete Masonry Units, Masonry, Stucco Primer: Alkali Resisiant Masonry co u_ Waterborne Primer. Parker #1840, alkali resistant latex primer or approved equal. w O 5. Exterior wood sealer: Olympic Stain "Natural Look Protector Plus" or approved by Architect. w B. Exterior Surfaces: Finish Coats ? H 1 - 0 Z h- 1. Exterior Metal/Fiberglass Doors: Exterior grade Alkyd Semi -Gloss Enamel, color as w w approved by the Architect. Parker #4250 Park Avenue alkyd "semi- gloss" enamel or v approved equal. Gutters, Kynar finish. 0 aF - 2. Exterior Wood Trim: (incl. building trim, door trim, window trim, louvers, exposed = 0 wood structure): Exterior Alkyd, flat house paint. Color as approved by the Architect. Parker #650 Great Northwest Paint exterior flat alkyd or approved equal. Z LLi UN 3. Exterior Siding: Exterior 100% acrylic latex, satin. Color as approved by the o Architect. Separate paint colors may be selected based on location. Parker #1950 Z Overall, 100% acrylic "satin" latex enamel. 4. Concrete, Concrete Masonry Units, Masonry, Stucco: Exterior 100% acrylic latex, eggshell. Color as approved by the Architect. Parker # 2250, Overall Plus, 100% acrylic egg shell latex enamel or approved equal. C. Interior Surfaces: Primers 09900 -5 SECTION 09900 PAINTING 1. Ferrous and Non - ferrous metals: Same as for exterior primers, above. Parker #1679, overlay red, Alkyd or as approved by the Architect 2. Wood/MDF Trim: (except for trim scheduled for staining) Alkyd wood primer.(MDF is pre - primed) Parker # 1700 alkyd enamel undercoater (smooth wood), Parker # 450, First Kote, alkyd primer (rough wood) or approved equal. 3. Interior GWB Walls and Ceilings: Latex Primer Sealer/Moisture Vapor Barrier Primer. Sealer to be fully compatible with final finish coats. Sherwin Williams #B72WF210. KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 4. Ductwork, exposed utilities: Same as for exterior primers, above. Parker # 1821 Galy- o -Prime or approved equal. z 5. Interior varnish primer: Sherwin Williams glossy Oil Base Varnish, lightly sanded . i— z after 18 hours. Apply over oil -based stain to be selected by Architect. c g wJ U 6. Concrete, Concrete Masonry Units, Masonry, and Stucco Primer: Alkali Resistant U o Masonry Waterborne Primer. Parker # 1840, alkali resistant primer or approved equal. % w J = i— D. Interior Finishes: N u- w 2 1. Ferrous and Non - ferrous metals: Alkyd semi -gloss enamel. Color approved by ■ Architect. Parker # 4250 Park Ave alkyd "semi- gloss" enamel or approved equal. u.. u) D 2. Wood/MDF trim, (incl. doors, windows, cabinets, exposed structural members I- _ scheduled for paint: Alkyd semi -gloss enamel. Color approved by Architect. Parker # l "' Z �' 4250 Park Ave alkyd "semi- gloss" enamel or approved equal. z O w w 3. Gypsum Wallboard and Plaster (all areas U.O.N.): 100% Velvet acrylic finish. Color D a approved by Architect. Sherwin Williams Interior latex "Velvet" vinyl acrylic # 0 H B20WF651. Ill w U 4. Gypsum Wallboard and Plaster (Bath, Kitchen, Laundry): 100% acrylic finish. Color LI 0 approved by Architect. Sherwin Williams Interior latex "Semi - Gloss" vinyl acrylic # .. Z c o B31 WF. 0 O~ z E. Misc. Finishes: 1. Interior varnish: Sherwin Williams Oil Base Varnish, or approved equal. 2. Oil stain: Sherwin- Williams, or as approved by Architect. 3. Turpentine: pure gum spirits of turpentine 4.0 EXECUTION 4.1 GENERAL A. Painting must be done by expert painters and the finishing by skillful cabinet varnishers and finishers in conformance with the manufacturer's directions. Become conversant with these directions. All work shall be "premium grade ". 4.2 COOPERATION A. Carry on the work so as not to interfere with or delay other work in the building. The work will be at the painter's risk until completed and finally accepted. On the completion of the work the painter must leave everything neat and clean and must remove from glass, woodwork, floors, walls, cabinetry, siding, windows, doors, etc. all spots and stains made by him. 09900 -6 SECTION 09900 PAINTING KCHA -- PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 4.3 APPLICATION SECTION 09900 PAINTING z A. All materials shall be evenly applied so as to be free from sags, runs, crawls, defective = f; brushing or other defects. All coats shall be of the proper consistency and well brushed '� w out so as to show minimum of brush marks, except varnish and enamel which shall be D uniformly flowed on. All brushes shall be clean and in good condition. All materials shall _i vO be applied as recommended by the manufacturer. co 0 co Ill B. No work shall be done under conditions that are unsuitable for the production of good J 0 u. results. No painting or woodwork shall be done while other work is in progress or is w 0 drying. 2 J C. Drying Time: All coats shall be thoroughly dry before the succeeding coat is applied. N Allow at least 24 hours between coats unless special paint is used that requires more or I W less time for drying. z = I— I— 0 D. Coverage: Painting coats as specified are intended to cover surfaces perfectly; if surfaces w ~ w are not covered to the satisfaction of the Architect, further coats shall be applied at the Contractor's expense. Provide minimum mil thickness and maximum coverage as v N recommended by manufacturer. Thin only as recommended by manufacturer. Back roll or a H brush to provide uniform coverage if spray equipment is used. w w E. Protection: Contractor shall exercise great care so as not to deface any adjacent work and L-1-1 z all work shall be carefully protected while painting is going on, using suitable cover cloth w N where necessary. Any work damaged by the painting subcontractor shall be made good at H z his own expense in a manner directed by the Architect. 0 z F. Putty: No puttying shall be done until after the priming coat or first coat has been applied and is thoroughly dry. All dents, cracks, joints, nail holes and defects in the surface shall be then puttied and smoothed to match color of finish. Verify compatibility of sealants and paints prior to work. 4.4 EXTERIOR PAINTING (Refer to finish schedule /drawings) A. New galvanized metal and aluminum shall be treated and finished as follows (including downspouts and gutters; excluding handrails): 1. When metal has not been given a shop priming coat, same shall be thoroughly cleaned by sponging off with a 160 deg. Benzole, or other approved solvent. 2. Next, coat with solution of four ounces of copper sulphate to the gallon of water. Allow to remain on surface at least twelve hours then dust off with stiff brushes. 3. Follow with a priming coat of zinc chromate primer as specified hereinbefore, well rubbed out. 09900 -7 .,4 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 4. Over priming coat and over all items furnished with shop priming coat, apply two coats of specified exterior alkyd enamel, colors as selected. (Paint gutters, downspouts if metal, and metal doors.) 5. Pipe Railings: All exterior metal indicated on the drawings are to be provided with a galvanized finish and shall be painted. B. Ferrous metal surfaces: such as steel doors and frames, exposed metal ductwork, etc., shall be treated and finished as follows: 1. First, all metal surfaces shall be washed with mineral spirits to remove any dirt or grease. Where rust or scale is present, use wire brush or sandpaper, clean before painting. If surface has been given a shop coat, and same is marred, it shall be cleaned and touched up with a specified metal primer. 2. After cleaning and if surfaces are satisfactory, apply: First Coat: Priming coat of approved rust inhibiting metal primer as specified above. Second and Third Coat: Specified exterior alkyd enamel. Note: First coat not required on items delivered with shop coat applied, if color or shop coat is in satisfactory condition and compatible with following coats. C. Exterior Wood Trim, Decorative Gable End Siding, Fences, Screens, Eaves, All Exposed Wood at Porches and Miscellaneous: 1. One coat of primer as specified, followed by two finish coats per Section 3. D. Exterior Siding: 1. Wood siding and wood trim shall be as follows: 2. One Coat of primer as specified followed by two coats velvet latex house paint per Section 3. 3. Fiber Cement siding shall be factory pre - primed: followed by two coats velvet latex house paint per Section 3. E. Concrete Walls and Concrete Block: 1. One Coat of primer as specified followed by two coats eggshell latex enamel per section 3. 4.5 INTERIOR PAINTING SECTION 09900 PAINTING A. Gypsum wallboard shall be well cured and shall be thoroughly dry, clean and free from grit, loose material and surface irregularities before paint is applied. Cracks and holes shall be repaired. B. Piping and Ducts: In painted rooms exposed runs of overhead pipes, pipe covering, conduit and ducts shall be painted. Concealed ducts, conduit and piping shall be left unpainted, except as specified elsewhere. 09900-8 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE C. Paint on Gypsum Wallboard and Plaster: 1. All interior gypsum wallboard surfaces except baths, kitchens and laundry areas. 2. First Coat: Specified primer tinted toward finish coat. All hot spots showing through first coat shall be painted over until covered before proceeding with next coat. 3. Second and Third Coat: Specified latex eggshell, colors as selected by Architect. Provide additional coats as required to cover mud joints and to provide even sheen. 4. All interior gypsum wall board surfaces at baths, kitchens and laundry areas: 5. First Coat: Same as specified for first coat above. 6. Second and Third Coat: Specified alkyd enamel, semi - gloss, paint color as selected by Architect. Provide additional coats as required to cover mud joints and to provide even sheen. D. Interior Doors and Painted Wood Trim & Base, Painted Handrails: 1. First Coat: Same as specified for first coat above. 2. Second and Third Coat: Specified alkyd enamel, semi - gloss, paint color as selected by Architect. E. Stained and Varnished Wood: 1. Stain and Varnish on Wood Rails Trim: Sponge lightly with clean warm water; allow to dry thoroughly and sand smooth with 5/0 sandpaper. 1st Coat: Oil stain, color as selected; sandpaper with 5/0 sandpaper. 2nd Coat: Primer to be glossy oil based varnish. Lightly sanded. 3rd Coat: Final coat to be satin oil based varnish. 2. Sand between each coat with NO. 00 sandpaper and clean as specified above. 3. Putty nail holes and defects after first coat. 4. The American Woodworking Institute finish system #1, custom grade, is an acceptable alternate system to that specified in a, b, and c above. 5. Prefinish stain on wood rails is not acceptable. F. Miscellaneous Wood Trim: Finish as directed by Architect. 09900 -9 SECTION 09900 PAINTING r+= �L. F r�it3% ua5% e�$`.'n :�i• ^rdi` %Yt±`�!lJias;3f.� i¢s';`.w't,G KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE G. Interior Metal Work: SECTION 09900 PAINTING 1. All interior ferrous metal will be factory primed. Non - ferrous metal shall be primed with primer as specified. 2. In addition to the prime coat, paint as follows: Two coats Alkyd "semi- gloss" enamel as specified above. 3. The metal work to be finished as specified above shall include, but is not limited to the following: Grilles and Registers Electric & Telephone Panels Metal Panels Fire Extinguisher Cabinets Exposed Galvanized Metal Ductwork 4. All other ferrous metal items throughout finished areas which require finishing to fully complete the work. 4.6 RETOUCHING A. All finished equipment furnished by other trades shall be retouched where damaged and left in a finished condition by this Contractor. Touch -up siding and trim as required by shrinkage problems or other defects. 4.7 CLEANING A. Before final acceptance of work, go over the entire building and clean off all paint or varnish spots from floors, walls, hardware, glass, doors, windows, siding, etc., and leave all doors and free to move and all paint and other finishes clean and in perfect condition. Touch up and finish any part of the work requiring same after other trades have finished and shall repair any damage to his work. Clean up and remove every night, all dirt, rubbish, rags and waste material caused in the prosecution of this Contract. 4.8 EXTRA STOCK A. Provide 5 gallons overage of interior paint and 1 gallon overage of interior trim paint. Provide 2 gallons each color of exterior paint for storage on site by Owner. ** *END* ** 09900 -10 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 WORK IN OTHER SECTIONS A. Doors and Frames, 08100 B. Concrete, 03300 C. Painting, 09900 1.2 REQUIREMENTS SECTION 10200 LOUVERS & VENTS A. Furnish and install miscellaneous specialties as indicated on the drawings and as specified. B. Where a piece of equipment or device for a particular location is shown on the drawings or specified, same specification shall apply for all similar locations unless specifically noted to be omitted in such locations C. Verify number and sizes required in the field and fabricate work to fit building conditions. D. Submit shop drawings for specified equipment in accordance with Section 01340. 2.0 PRODUCTS 2.1 FOUNDATION VENTS A. Unless specifically otherwise noted, provide Vent Air Products by Menzies Metal Products, Surrey, BC (604 -530 -0712) or approved equal. Provide in foundation walls as replacements to existing as shown on drawings with appropriate sizes and types to be approved by Architect. Unit to be approved by Underwriters Laboratory. Label as required, where permitted by code. 3.0 EXECUTION 3.1 INSTALLATION A. Install in wall and doors according to manufacturer's directions. Field adjust as required. END OF SECTION 1 of 1 V..A'+.SW.. . . . w. Wt? W .�...a�.a +ir�4w+u +lJfd:.li�1�•` .�•4y'•y" KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL z 1.1 RELATED DOCUMENTS = H ~ w o` O 0 U o 1.2 SUMMARY J • w A. This section includes toilet and bath accessory items as scheduled. Mirrored glass for w 0 frameless application is specified in Division 8 section "Mirrored Glass ". Toilet compartments and related accessories are specified in Division 10. u. co 1.3 SUBMITTALS I w z = zI- w • w • 0 O D O H w w F- 0 C. Schedule indicating types, quantities, sizes and installation locations by rooms for each - z item to be provided. v O I A. Drawings and general provisions of the contract, including General and Supplemental Conditions and Divisionl Specifications apply to this Section. A. General: Submit the following according to Conditions of Contract and Division 1 Specifications. B. Product Data for each toilet accessory item specified, including construction details relative to materials, dimensions, gauges, profiles, mounting method, specified options and finishes. 1.4 QUALITY ASSURANCE: A. Single source responsibility: Provide products of the same manufacturer for each accessory unit and for units exposed to view in the same areas, unless otherwise acceptable to the Architect. 1.5 PROJECT CONDITIONS SECTION 10800 TOILET & BATH ACCESSORIES A. Coordination: Coordinate accessory locations, installation and sequencing with other work to avoid interference with and ensure proper installation, operation, adjustment, cleaning and servicing of items. 1.6 WARRANTY A. Submit warranty executed by accessory manufacturer for items supplied. Warranty period is for 10 years from date of substantial completion. Warranty will not deprive Owner of any other rights he may have under other provisions of the Contract Documents and will be in addition and run concurrent with other warranties made by the Contractor under the requirements of the Contract Documents. 1 of 3 z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.0 PRODUCTS 2.1 Manufacturers: B. Schedule of Individual Unit Accessories 1. Surface Toilet Paper 2. Towel Bar 3. Shower Curtain Rod 4. Medicine Cabinet 5. Grab Bars (at HC units) 6. Mirror F. Tub Surround 1. One - piece, tub /shower combo by Lasco, Swan or equal. a. Lasco Model #: 2603 -3CCTM b. Dimensions: 60 "W x 30"D x 74 "H A. Subject to compliance with contract requirements, provide accessories by one of the following: 1. American Specialties, Inc. (ASI) 2. Franklin Brass (FB) 3. Bobrick (B) 2 of 3 SECTION 10800 TOILET & BATH ACCESSORIES ASI #7305B or FB #1008PPC or B #B -7685 ASI #7355 or FB #2718PC or B #B -7674 ASI #1224 or FB #161CS or B #B207 ASI #0952 or FB #1340 Bobrick #550 series or equal. Frameless glass. C. Bathtub Curtain Rods 1. Rods shall be provided at shower and tubs, and shall be completed with chrome hangers for curtain. Provide chrome steel escutcheons mounted above shower surround. Fasten to wall with screws. Install rod as located on plans. 2. Rods shall be 1 inch minimum outside dimension chromium plated brass tubing with chromium plated cast brass flange plates at terminals. Wall thickness of 1 inch rods shall be .0562 inch minimum. 3. Provide galvanized pipe to be inserted into shower rod for stiffening. Provide 12 metal chromed hangers for curtain. D. Medicine cabinets shall be recessed. 1. Provide one per full and 3/4 bathrooms. 2. When installed at party walls provide 5/8" type "X" GWB surrounding framed opening and covering backside of cabinet. E. Fixed Mirror 1. Frameless glass mirror, 1/4" polished plate glass, triple- silvered electro- copper plated with baked enamel backing. 2. Guaranteed for 10 years against silver spoilage. 3. Smooth polished edges. 4. Bright nickel finish steel mounting clips and concealed screws. 5. Provide one at all bathrooms KCHA -- PICKERING COURT BURNDALE HOMES RIVERTON TERRACE mossy 2. Standard Features a. Lascoat Gelcoat finish, Fiberglass Reinforced Polyester b. Tub /shower combination c. 4" textured tile design d. Integral soap shelves on back wall e. Installed acrylic grab bar f. Center rear drain location g. Slip resistant, textured bottom h. 3 -Year Warranty: Lascoat Finished Products SECTION 10800 TOILET & BATH ACCESSORIES 3. Provide factory installed grab bars, blocking, seat at ADA locations. G. Towel Bars: 1. Provide a minimum of two each, 24 -inch minimum length towel bars in each bath with a tub or shower, unless drawings indicate more towel bars or longer lengths. 2. Provide at least one towel bar minimum length 24 inches in half - bathes, unless more or longer towel bars are drawn 3.0 EXECUTION 3.1 Installation A. Install accessories according to manufacturer's instructions using fasteners appropriate to substrate as recommended by the manufacturer. Install units plumb and level, firmly anchored in locations and at heights indicated. B. Install grab bars to withstand a downward load of at least 250 LBF, complying with ASTM F 446. 3.2 Adjusting and Cleaning A. Adjust toilet accessories for proper operation and verify that mechanisms function smoothly. Replace damaged or defective items. B. Clean and polish as exposed surfaces strictly according to manufacturer's recommendations after removing temporary labels and protective coatings. END OF SECTION 3 of 3 • xw=;: 4�; �:, ���,; : ;::•rsr:.rc.�it6.i,sth,k z w re 6 J 00 c o J = I- U) w w0 u a = • d 1- w z � I- 0 Z I- w uj 2 • o 0 O - O I- w w - 0 Z U = O ~ z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 RELATED WORK IN OTHER SECTIONS A. Submittals, 01300 B. Carpentry, 06100 C. Cabinets, 06400 D. Finish Hardware, 08700 E. Painting, 09900 2.0 GENERAL SECTION 10900 MISCELLANEOUS SPECIALITIES A. References in this section to equipment, material, articles or patented processes by trade name, make, or catalog number shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. 2.1 Furnish and install miscellaneous specialties as indicated on drawings and as specified herein. 2.2 Where a piece of equipment or device for a particular location is shown on the drawings or specified, same specifications shall apply for all similar locations unless specifically noted to be omitted in such locations. 2.3 Work specified herein shall be of a type and quality equal in all respects to best recognized practice of trade. A. Only manufacturer's properly equipped, who have manufactured and/or installed work of same size and character as that indicated in specifications for each item will be considered for this work. B. Insofar as possible, execute fittings, construction and fabricating of work at shop, ready for delivery and erection at building. Give work that cannot be completely fabricated trial fit; assemble at shop to insure proper, expeditious assembly at building. C. Verify measurements in field as required for work fabricated to fit building conditions. 2.4 Submittals A. Submit shop drawings and product data for all work specified herein in accordance with the requirements of Section 01340. 2.5 Examine the substrate and conditions under which the devices are to be installed, and notify the Contractor of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in an acceptable manner. 10900 -1 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.0 PRODUCTS 3.1 CONSTRUCTION SIGN A. As requested by Owner, provide a construction sign for each site. SECTION 10900 MISCELLANEOUS SPECIALITIES B. Sign shall be made of 4 ft x 8 ft exterior grade Plywood. The plywood sheets shall be oriented in "landscape" fashion, one sheet directly above the other. C. All glue on the sign shall be exterior grade glue of sufficient quality to prevent separation when exposed for 24 months to the weather at the Project Site. D. The sign shall be edge banded with 3/4" x 3 /4" wood which shall be glued to the edges of the plywood prior to painting the plywood. E. The plywood sign shall have fastened to it's back, prior to delivery to the Project site, two vertical cleats which shall consist of 2x4's on the back of the sign. These cleats shall be glued and screwed to the plywood sign prior to the plywood receiving any paint or primer. Install screws in such a fashion that no screw shall penetrate the surface of the sign. F. Sign shall receive two base coats of high gloss white paint which shall form the background color of the sign. All surfaces including the edges shall be painted. G. Sign shall be mounted on two vertical 4x4 posts at an elevation no less than 24" above grade. Verify mounting height with Architect. H. Sign shall contain information supplied by the Architect and shall include project name, address, names of owners, architect/engineers, contractors, funders, and other information deemed necessary. All lettering of the information shall be in simple block lettering, approved in advance by the Owner. All lettering shall be black in color and proportioned for the size of the sign. Font type and size shall be specified by the Architect. 4.0 EXECUTION 4.1 Install the work in strict accordance with manufacturer's recommendations, anchoring all components plumb level, square and firmly into position. 4.2 Follow manufacturer's directions. Install units to comply with all governing code requirements. Include all necessary components and accessories for complete installation. Provide complete coordination and cooperation with other trades. END OF SECTION 10900 -2 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE SECTION 11400 EQUIPMENT & APPLIANCES 1.0 RELATED WORK IN OTHER SECTIONS Plumbing, 15000 Electrical, 16000 t w f- 2.0 GENERAL 2.1 Manufacturer shall submit product information including general requirements of 0 0 equipment. 2.2 COORDINATION u•. w A. Coordinate with other trades for service installation and connections to insure proper 2 operation of units, including appliances supplied by and/or installed by Owner. u_ co 2.3 MANUFACTURER _ z j . A. All electric equipment shall bear a U.L. Label and shall meet with the approval of the Z 0 0 w • w O ▪ N a '- B. Contractor shall furnish, deliver to the job site, unload, erect, and install all new 0 equipment as shown on applicable drawings and specified herein. u.. U - 0 governing agencies. 2.4 SCOPE OF WORK 2.5 MISCELLANEOUS REQUIREMENTS A. It shall be the responsibility of the contractor to visit the job site in order to acquaint himself as to the nature and location of the work to be performed. B. All items of labor and/or material not described in detail by the specifications or drawings, but essential to, or necessary for the complete installation and operation of this equipment, shall be furnished as is called for in detail by the specifications and drawings. C. All equipment shall suit space conditions, and in all cases where equipment is intended to occupy fixed locations and areas, the actual conditions, rough -in, etc., at the building site, are to control the absolute sizes and arrangements. D. The contractor shall verify all measurements at the job site, and shall take into consideration the work of the other trades, and provide the necessary clearances to complete this work in connection and cooperation with the other contractors. E. All equipment indicated as (F.O.I.C.) shall be furnished by owner and installed by contractor and installed complete, ready for extended service lines to rough -in point by applicable trades. F. Contractor shall verify and coordinate electrical and voltage requirements for all appliances. Note that 208 or 220 voltage appliances may be required. 11400 -1 N 0 J z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.0 PRODUCTS 3.1 Range Hoods A. Provided and installed by contractor B. Contractor shall provide and install as shown on drawings 30 -inch range hoods as manufactured by Broan 40000 low -sone (4.5 sones) series or approved equal, white. Provide and install one in each unit and at community room. Nutone and GE are approved manufacturers. C. Provide and install ducts to exterior. Provide and install Broan or approved wall caps or roof jacks compatible with ducted range hood system. Connect system to whole house ventilation system if specified or drawn. D. "Soffit" around any exposed ducts with GWB. Coordinate exact scope of work with Architect. 3.2 Ranges: A. F.O.I.0 Furnished by owner and installed by contractor. SECTION 11400 EQUIPMENT & APPLIANCES B. General Electric, Model # to be verified at pre - construction conference with Owner and Architect to avoid potential problems. Free standing range. Self cleaning, 5.0 cu. Ft oven. Installed by contractor. 3.3 Refrigerators A. F.O.I.0 Furnished by owner and installed by contractor. B. General Electric, Model # to be verified at pre - construction conference with Owner and Architect to avoid potential problems. END OF SECTION 11400 -2 i3' 02Lid:'r.:N:44v;Uwt r..UU z ~ w a! 6 J U U U O CO J I- w J w ?. U a = w 1— _ z � � z r U O O ( O I- I wW 9 - - O ..z w U I O~ z r41 w; KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.0 GENERAL 1.1 RELATED WORK IN OTHER SECTIONS Carpentry, 06100 SECTION 12500 BLINDS AND SHADES 1.2 Furnish and install vertical blinds as specified at all windows. Provide vertical blinds at exterior sliding patio doors. 1.3 Installer must examine the substrates and conditions under which the units are to be installed, and notify the Contractor in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. 1.4 Submittals Submit manufacturer's product data and vane samples. 2.0 PRODUCTS 2.1 Manufacturer and Type: Vertical Blinds: Bali vinyl Vitcos or equal. 3 ''A slat. Color to be selected from full range. Provide at unit sliding patio doors. 2.2 Mounting brackets shall be of spring tempered steel and mount at each end of the shade. Provide horizontal head channel. 3.0 EXECUTION 3.1 Install shades in accordance with manufacturer's printed instructions to suit the type of mounting required. Install level, secure at the proper height. Cooperate with other trades for securing units to finished surfaces. Repair or replace damaged work as directed by the Architect. 3.2 Provide protection for installed units so that they will be in perfect operating condition, without damage, blemishes, or indication of use at completion of the project. END OF SECTION 1 L &I Asbestos Project PSCAA Asbestos Project L &I Non- Asbestos Project Demolition, removal, encapsulation, salvage, or disposal of: Abatement, renovation, demolition, removal, salvage, clean -up, disposal, or any Demolition, removal, encapsulation, salvage, or disposal of: other disturbance of: • Any amount of pipe • Asbestos - containing • Any amount of intact insulation material ( >1% VAT removed using • 1 sq.ft. or more or asbestos) manual means surfacing material or • Any amount of intact miscellaneous roofing removed using material (with vinyl manual means asbestos tile (VAT) and roofing • < 1 sq. ft. ACM, excluding pipe exceptions)* insulation • Non - intact VAT or intact VAT removed using mechanical means • Non - intact roofing or intact roofing removed using mechanical means KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE PART 1 - GENERAL 1.01 WORK REQUIREMENTS SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL A. In accordance with federal, state, and local regulations, a "Good Faith Asbestos Inspection" was conducted for this project. If the certified laboratory results from that inspection report the presence of asbestos - containing materials (ACM), refer to table 1 to determine if this is an asbestos project. BLE 1: * Surfacing material is Class I work and any quantity of surfacing material being removed greater than one square foot over the course of one project (ie: drilling multiple small holes over an entire project adding up to greater than one square foot) is an "asbestos project" and applicable regulations must be followed. 1. If joint compound is identified as containing asbestos and the demolition of gypsum KING COUNTY HOUSING AUTHORITY 13281/1 ASBESTOS REMOVAL AND DISPOSAL KCHA SECTION 13281 PICKERING COURT ASBESTOS REMOVAL AND DISPOSAL BURNDALE HOMES RIVERTON TERRACE wallboard (GWB) with ACM joint compound is within the scope of this project, based on U.S. Environmental Protection Agency (EPA) guidance, the Puget Sound Clean Air Agency (PSCAA) considers the GWB system including the asbestos - containing joint compound to be a non - asbestos material {see "Good Faith Inspection"). Therefore, disturbance and demolition of asbestos - containing GWB with ACM joint compound is not considered an asbestos project; however, Washington State Department of Labor and Industries requires special worker exposure precautions when dealing with this ACM {refer to Paragraph 3.3 of this Section and L &I regulations }. Demolition or disturbance of GWB with ACM joint compound, requires that employees shall have received at least two hours of asbestos awareness training as specified Labor and Industries (L &I) instruction 296 -62- 07722(5) and the Contractor shall take the following precautions: a. The Contractor shall accomplish exposure assessment prior to commencement of each category of work impacting the GWB with ACM joint compound and shall provide employees with appropriate respiratory and personal protective equipment commensurate with that assessment. b. Dust generation shall be minimized by the use of water spray and other engineering controls. c. The Contractor shall collect personal air samples for a representative sampling for each work activity (see Sub - section 3.04.B.3 & 4 of this Section). Employees shall be monitored using PCM personal air samples to insure all asbestos fiber levels are below the L &I exposure limits. Should any personal air monitoring results indicate exposure at or greater than the L &I personal exposure limit of 0.1 fibers per cubic centimeter for a time weighted eight hour average or equal to or greater than the short term exposure limit of 1.0 fibers per cubic centimeter for 30 minutes, stop work and notify the Owner or Owner's Asbestos Consultant. d. Copies of all pre -work exposure assessments and all employee air monitoring results shall be provided to the Owner or Owner's Asbestos Consultant as periodic submittals (see Sub - section 1.14 of this Section). 2. Any sanding, sawing, grinding, or drilling of GWB with associated asbestos - containing joint compound shall be accomplished by certified asbestos workers using glove -bag, mini - enclosure and/or negative pressure enclosure engineering controls and work practices. B. If it is an asbestos project, then the class of material must be determined. Refer to Table 2 to determine the class of asbestos removal work required. KING COUNTY HOUSING AUTHORITY 13281/2 ASBESTOS REMOVAL AND DISPOSAL Class I: Removal of asbestos - containing surfacing material and/or thermal system insulation. . Class II: Removal of asbestos - containing material that is not thermal system insulation or surfacing material. Class III: Maintenance or repair activities where asbestos - containing materials will be, or may be disturbed. The amount of asbestos - containing material that is removed must not exceed that which can be contained in a standard waste bag (not greater than 60 inches by 60 inches). Class IV: Maintenance, repair, or custodial activities where employees contact, but do not disturb asbestos - containing materials; as well as activities to clean -up dust, waste, and debris resulting from Class I, II, and III activities. KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE TABLE 2: SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL *Note: Class I, II, and III activities, as well as Class IV activities to clean -up dust, waste, and debris resulting from Class I, II, and III activities, are required to be performed in controlled or regulated areas. Specific types of air monitoring, worker and supervisor training, work practices, engineering controls, and protective equipment requirements are established for each of the four classes. C. If the materials to be removed are Class I, II, or III the appropriate legal requirements and contractor responsibilities apply. See the appropriate table; Class I, Class II, or Class III, to determine these requirements and responsibilities. KING COUNTY HOUSING AUTHORITY 13281/3 ASBESTOS REMOVAL AND DISPOSAL Requirements King County Housing Authority Responsibilities Contractor Responsibilities "Good Faith" Inspection/Written Report Prior to bidding Receive prior to bidding or start of work Personnel to Notify • Maintenance /Custodial staff • Building occupants (See Section 8 - Notification Requirements for details) • Maintenance/Custodial staff • Building occupants (See Section 8 - Notification Requirements for details) Notifications /Permits: Prior to start; Final copies • Puget Sound Clean Air Agency if Z 48 SF or 10 LF ACM • Department of Labor and Industries if > 48 SF or 10 LF ACM. • Fire Department if >_ 21 LF or 10 SF (See Section 8 - Notification Requirements for details and exceptions) Liability Insurance Prior to start Verification Work and Compliance Plan, Drawing, and Schedule: Prior to start; Final copies • Description of work, method • Shop drawing (showing location of work and regulated area) • Schedule Independent Certified Project Designer Review Prior to start • Signed copy of review Contractor's Accreditation Information: Prior to start; Final copies • Contractor's Washington State L &1 Certification • Washington State Asbestos Supervisor cards, medical, fit tests • Washington State Asbestos Worker cards, medical, fit tests Asbestos Waste Disposal Manifest and Transporter Information Names prior to start; Final copies Completed waste disposal manifest signed by the owner or operator of the waste disposal site Manufacturer Product Data Sheets, Material Safety Data Sheets (MSDS) Prior to start Copies of each Contractor's Air Sampling Information: Lab name prior to start; Final copies • Analytical laboratory certifications • Air sampling data/analytical analysis sheets Project Records - Daily Logs Final copies Copies of all project records KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE Class I Regulatory Requirements KING COUNTY HOUSING AUTHORITY 13281/4 SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL ASBESTOS REMOVAL AND DISPOSAL : �„NiS:i ' �h�h1,6�V4a1 Y� A t :tite Requirements King County Housing Authority Responsibilities Contractor Responsibilities "Good Faith" Inspection/Written Report Prior to bidding Receive prior to bidding or start of work Personnel to Notify • Maintenance /Custodial staff • Building occupants (See Section 8 - Notification Requirements for details) • Maintenance/Custodial staff • Building occupants (See Section 8 - Notification Requirements for details) Notifications /Permits Prior to start; Final copies • Puget Sound Clean Air Agency if >_ 48 SF or 10 LF ACM • Department of Labor and Industries if > 48 SF or 10 LF ACM. • Fire Department if z 21 LF or 10 SF (See Section 8 - Notification Requirements for details and exceptions) Liability Insurance Prior to start Verification Work and Compliance Plan, Drawing, and Schedule Prior to start; Final copies • Description of work, method • Shop drawing (showing location of work and regulated area) • Schedule Independent Certified Project Designer Review Prior to start • Signed copy of review Contractor's Accreditation Information Prior to start; Final copies • Contractor's Washington State L&I Certification • Washington State Asbestos Supervisor cards, medical, fit tests • Washington State Asbestos Worker cards, medical, fit tests Asbestos Waste Disposal Manifest and Transporter Information Names prior to start; Final copies Completed waste disposal manifest signed by the owner or operator of the waste disposal site Manufacturer Product Data Sheets, Material Safety Data Sheets (MSDS) Prior to start Copies of each Contractor's Air Sampling Information Lab name prior to start; Final copies • Analytical laboratory certifications • Air sampling data/analytical analysis sheets Project Records - Daily Logs Final copies Copies of all project records KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE Class II Regulatory Requirements KING COUNTY HOUSING AUTHORITY 13281/5 SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL ASBESTOS REMOVAL AND DISPOSAL tifa' �. � .zti:»ik'!'•L`i'iy}.�s'y���7iii" '� "��:.?`�3�,i�'i,'�''3E Requirements Maintenance /Repair Work Involving: • Disturbance of < 1 SF ACM, excluding SF and TSI • Non - mechanical work on intact VAT and Roofing (waste generated must fit in standard asbestos waste bag) Maintenance /Repair Work Involving: • Disturbance of < 1 SF Surfacing Material or Thermal System Insulation, excluding pipe insulation Maintenance /Repair Work Involving: • Disturbance of z 1 SF ACM, excluding SM and TSI • Disturbance of any amount of pipe insulation • Disturbance of any non- intact, damaged, or deteriorated ACM Perform in House No, contact Abatement Contractor No, contact Abatement Contractor No, contact Abatement Contractor Training 16 -hr O &M - Annual Refresher 16 -hr O &M - Annual Refresher 32 -hr CAW - Annual Refresher Supervisor/ Competent Person 16 -hr O &M trained 16 -hr O &M trained • < 3 SF /3 LF ACM - 16 -hr O &M trained • Z 3 SF /3 LF - 40 -hr CAS trained Notification None None • PSCAA notification required if removing >_ 48 SF or 10 LF ACM • L&I notification required if project >_ 48 SF or 10 LF ACM See Section 8 - Notification Requirements for details Work Practices 1) Wet methods 2) Use local exhaust if feasible 3) Isolate operation if mechanical work 4) HEPA Vacuum 5) Prompt clean -up and disposal of ACM waste in leak tight container 1) Wet methods 2) Use local exhaust if feasible 3) Isolate operation and use drop cloths if TSI or surfacing material is: drilled, cut, abraded, sanded, sawed, chipped 4) HEPA Vacuum 5) Prompt clean -up and disposal of ACM waste in leak tight container 1) Wet methods 2) Use local exhaust if feasible 3) Isolate operation and use drop cloths if TSI or surfacing material is: drilled, cut, abraded, sanded, sawed, chipped 4) HEPA Vacuum 5) Prompt clean -up and disposal of ACM waste in leak tight containers Exposure Assessment • Competent person exposure assessment • If reasonably expected to be z PEL and/or EL, contact asbestos abatement contractor • Competent person exposure assessment • Air monitoring required if activity is reasonably expected to be >_ PEL and/or EL, or if there is no negative exposure assessment • Competent person exposure assessment • Air monitoring required if activity is reasonably expected to be ? PEL and/or EL, or if there is no negative exposure assessment Respiratory Protection • No, if negative exposure assessment produced • Yes, if exposure assessment not performed Yes, if: • TSI or surfacing material is being disturbed • No negative exposure assessment produced • Work is in regulated area where respirators are required Yes, if: • TSI or surfacing material is being disturbed • No negative exposure assessment produced • Work is in regulated area where respirators are required KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE KING COUNTY HOUSING AUTHORITY 13281/6 Class III Regulatory Requirements i'bm��niriwt� SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL ASBESTOS REMOVAL AND DISPOSAL Requirements Maintenance/Repair Work Involving: • Disturbance of < 1 SF ACM, excluding SF and TSI • Non - mechanical work on intact VAT and Roofing (waste generated must fit in standard asbestos waste bag) Maintenance/Repair Work Involving: • Disturbance of < I SF Surfacing Material or Thermal System Insulation, excluding pipe insulation Maintenance/Repair Work Involving: • Disturbance of Z 1 SF ACM, excluding SM and TSI • Disturbance of any amount of pipe insulation • Disturbance of any non- intact, damaged, or deteriorated ACM Personal Protective Equipment • No, if negative exposure assessment produced • Yes, if exposure assessment not performed Yes, if: • Exposure > PEL /EL • If chance of eye irritation exists • No negative exposure assessment Yes, if: • Exposure > PEVEL • If possibility of eye irritation exists • No negative exposure assessment De- contamination HEPA vacuum work area. .HEPA vacuum work area. If no negative exposure assessment or exposures > PEL: • Decontamination of facilities required • Standard decontamination procedures HEPA vacuum work area. If no negative exposure assessment or exposures > PEL: • Decontamination of facilities required • Standard decontamination procedures Waste Disposal • Appropriate labeling in leak- tight containers (see Section 9) • Transport to Temporary Storage Facility • Appropriate labeling in leak- tight containers (see Section 9) • Transport to Temporary Storage Facility • Appropriate labeling in leak- tight containers (see Section 9) • Transport to Temporary Storage Facility KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE D. The Hazardous Material Survey Report is provided as an appendix to this specification. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Section 00300, Bid Forms B. Section 00434, Supplement D — Unit Prices C. Sections 00700, General Conditions D. Section 01100, Summary of the Work E. Section 01200. Price and Payment Procedures F. Section 01270, Unit Prices G. Section 01300, Administrative Requirements H. Section 01510, Temporary Utilities I. Section 01700, Closeout Submittals J. Section 02081, Lead -Based Paint K. Section 02085, PCB Ballast and Light Tube Removal Procedures L. Abatement Drawings (if applicable) 1.03 UNIT PRICES FOR ASBESTOS - CONTAINING MATERIALS A. Estimated quantities and locations of asbestos - containing materials (ACM) to be removed, if any, are specified in the drawings. The Contractor will submit Unit Costs for Additional units of work in accordance with the contract documents. Estimated quantities of ACM are considered accurate within plus or minus ( + / -) ten percent (10 %). No contract changes will be considered for variances in these quantities of KING COUNTY HOUSING AUTHORITY 13281/7 SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL ASBESTOS REMOVAL AND DISPOSAL 7S:? MtCi "^Ninf`trm h✓vl.kir�+uV,�'e"!!i'1'k ^�J .it,', " Jti:tlr^ y�* iAkM4�f15YF .�'4!C9�;4',>�'�v�'iLf.�r �A KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE less than 10 %. B. It is the responsibility of the Contractor to verify actual quantities of asbestos- containing materials to be removed and to obtain the Owner's concurrence in writing, prior to removal. Differences (greater than plus 10 %) in the confirmed actual quantities from the quantity of ACM to be removed specified on the drawings will result in credits from the Base Bid in accordance with the Contractor's "Unit Prices" listed on the Section D of the Bid Form, if applicable. 1.04 DEFINITIONS AND ABBREVIATIONS A. Contractor: Means either the General Contractor or Abatement Contractor to which the contract is awarded by KCHA. B. Definitions and abbreviations pertaining to asbestos removal and disposal are provided in the regulations, codes, and standards listed in Paragraph 1.05 of this Section. 1.05 APPLICABLE PUBLICATIONS A. General Requirements: All work shall be done in compliance with the listed in this section as well as all Occupational Safety and Health Standards, the Uniform Building Code, Uniform Plumbing Code, Uniform Fire Code, the National Electrical Code, applicable local ordinances, and as specified herein. B. Title 29 CFR Part 1910 General Occupational Safety and Health Standards Subpart E. Means of Egress Subpart I. Personal Protective Equipment Subpart Z. Toxic and Hazardous Substances C. Title 29 CFR Part 1926 Safety and Health Regulations for Construction Subpart C. General Safety and Health Provisions Subpart D. Occupational Health and Environmental Controls Subpart F. Fire Protection and Prevention Subpart Z. Toxic and Hazardous Substances Section 1926.1101 Asbestos D. Title 40 CFR Part 61 Environmental Protection Agency Hazardous Air Pollution KING COUNTY HOUSING AUTHORITY 13281/8 SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL ASBESTOS REMOVAL AND DISPOSAL OAP, KCHA SECTION 13281 PICKERING COURT ASBESTOS REMOVAL AND DISPOSAL BURNDALE HOMES RIVERTON TERRACE Subpart A. General Conditions Subpart M. National Emission Standard for Asbestos E. Title 40 CFR Part 763 Environmental Protection Agency Subpart E. Asbestos - Containing Materials in Schools Subpart F. Friable Asbestos - Containing Materials in Schools Subpart G. Asbestos Abatement Projects F. Title 49 CFR 100 -180 and 382 Department of Transportation G. Public Law 101 -637 Asbestos School Hazard Abatement Reauthorization Act H. Federal Standard 313B Material Safety Data Sheets I. American National Standard Institute (ANSI) Z9.2 -79 Local Exhaust Systems Z87.1 -89 Eye and Face Protection Z88.2 -80 Practices for Respiratory Protection J. International Fire Code Institute Uniform Fire Code (UFC) 1994 UFC Standards K. National Fire Protection Association (NFPA) NFPA 701 (1989) Fire Tests for Flame- Resistant Textiles and Films L. State of Washington Administrative Codes WAC 173 -303 WAC 173 -400 WAC 296 -62 -054 WAC 296 -62 -071 WAC 296 -62 -077 WAC 296 -62 -145 WAC 296 -62 -300 WAC 296 -65 WAC 296 -155 KING COUNTY HOUSING AUTHORITY 13281/9 Dangerous Waste Regulations General Regulations for Air Pollution Sources Hazard Communication Respiratory Protection Part I -1- Asbestos, Tremolite, Anthophyllite and Actinolite Confined Spaces Hazardous Waste Operations and Emergency Response Safety Standards for Asbestos Removal and Encapsulation Safety Standards for Construction Work ASBESTOS REMOVAL AND DISPOSAL KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE M. State of Washington Statutes 49.17 RCW 70.105 RCW Industrial Safety and Health Act Hazardous Waste Management Act N. Puget Sound Clean Air Agency Article 4, Regulation III Asbestos Control Standards 1.06 QUALITY ASSURANCE A. ON -SITE OBSERVATION SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL 1. The safety and protection of the Contractor's employees, sub - contractor's employees, Owner's employees, and the public is the sole responsibility of the Contractor awarded this contract. 2. The Owner, or Owner's representative, or representatives of local, State or Federal agencies may make unannounced visits to the site during the work. The contractor shall make two complete sets of clean, protective clothing and respirators available daily for such visitor use. It is the visitor's responsibility to insure medical qualification, training, and current "fit test" prior to using any respirator provided by the contractor. 3. If the Owner, or agency visitor determines that practices are in violation of applicable regulations, or are endangering workers or the facility, they will immediately notify the Contractor orally that operations must cease until corrective action is taken. Such notification will be followed by written confirmation within three (3) workdays. 4. Contractor shall stop work after receiving such notification. The work may not be restarted until the Contractor receives written authorization from the Owner. 5. All costs resulting from such stop work order will be borne by the Contractor and will not be a basis for an increase in the contract amount or an extension of time. 6. In the event that the contractor is deemed not responsible for work stoppage, as described in 1.06A(3), by the owner then the owner will pay costs resulting in such work stoppage and allow an extension of time if determined necessary. B. AIR MONITORING 1. The Contractor shall be responsible for monitoring its employees for potential exposure to asbestos fibers as required by WAC 296 -62 -077. KING COUNTY HOUSING AUTHORITY 13281/10 ASBESTOS REMOVAL AND DISPOSAL KCHA SECTION 13281 PICKERING COURT ASBESTOS REMOVAL AND DISPOSAL BURNDALE HOMES RIVERTON TERRACE 2. The Contractor shall be responsible for work area monitoring and environmental monitoring outside the work area as required by WAC 296 -62 -077. 3. The Contractor shall conduct personnel monitoring continuously during asbestos removal operations to determine the 8 -hour time weighted exposure and 30- minute short term excursion limit exposure of workers to airborne fibers, as described in WAC 296 -62 -077. 4. The Owner may perform air monitoring inside the building, inside the work areas, and on the Contractor's employees while asbestos work is underway. 5. The Contractor shall collect and have a certified laboratory analyze by phase contrast microscopy (PCM), using the NIOSH Analytical Procedure 7400, pre - abatement and pre - clearance samples in accordance with WAC 296 -62 -077 and as specified herein. 6. The Contractor shall be responsible for all costs of cleaning, recleaning, testing, retesting, and other costs required to meet final clearance requirements. 7. The Contractor shall deliver all air samples to its designated laboratory for analysis within one working day of collection. The Contractor shall direct its laboratory, in writing, to forward by facsimile all employee and work site air monitoring data, and all other pertinent data and records, to the Owner within one working day of sample receipt. 8. The Contractor shall have its laboratory archive all air samples until the successful completion of the project. 9. The Contractor shall collect and have analyzed air clearance samples following the successful passing of a visual inspection by the contractor's supervisor and the owner's asbestos consultant, if any. The contractor shall use a one - working day laboratory analysis turn- around at a minimum. These clearance samples may be analyzed by phase contrast microscopy (PCM). C. EXCESSIVE AIRBORNE FIBER LEVELS: The maximum acceptable level of airborne fibers outside an asbestos work area shall be 0.01 fibers /cc, as measured by PCM. 1. If fiber levels outside the work area exceed 0.01 fibers /cc, as determined using PCM analysis, stop work, evacuate personnel in adjacent areas, shut down all building ventilation in the area, determine the cause of the increase and notify the Owner. 2. The following actions shall be undertaken only after approval of the Owner: Erect a Negative- Pressure Enclosure System if the contamination inside the building is KING COUNTY HOUSING AUTHORITY 13281/11 ASBESTOS REMOVAL AND DISPOSAL TOG KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE widespread and/or extensive. SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL 3. Clean the contaminated area(s), monitor and visually inspect the area(s). When testing and visual inspection affirms that the contaminated area(s) has been decontaminated, work may proceed. 4. All costs resulting from such stop work order will be borne by the Contractor and will not be a basis for an increase in the contract amount or an extension of time. 5. In the event that the contractor is deemed not responsible for work stoppage, as described in 1.06C(1), by the owner then the owner will pay costs resulting in such work stoppage and allow an extension of time if determined necessary. D. INITIAL EXPOSURE ASSESSMENTS: The Contractor shall perform initial exposure assessments as required by WAC 296 -62 -077. 1.07 PROTECTION OF EXISTING WORK TO REMAIN A. Perform asbestos removal in the project work areas without contamination of adjacent work. Where existing work is contaminated, it shall be decontaminated at no expense to the Owner. The restorative procedures shall be approved by the Owner prior to start of restoration. 1.08 MEDICAL REQUIREMENTS A. Institute a medical surveillance program for employees in accordance with WAC 296- 62 -077. B. Provide random drug testing, as required by 49 CFR 382, for all drivers of vehicles transporting asbestos or hazardous materials. 1.09 TRAINING A. Train and certify all workers who are required to remove, encapsulate, or barricade asbestos or to transport or dispose of asbestos as required by WAC 296 -62 -077, 40 CFR 763 and 49 CFR 382. 1.10 PERMITS AND NOTIFICATIONS A. Make all required notifications for asbestos removal, hauling, and disposal as required by Federal, State, and local authorities. 1.11 SAFETY COMPLIANCE KING COUNTY HOUSING AUTHORITY 13281/12 ASBESTOS REMOVAL AND DISPOSAL KCHA SECTION 13281 PICKERING COURT ASBESTOS REMOVAL AND DISPOSAL BURNDALE HOMES RIVERTON TERRACE A. Comply with laws, ordinances, rules, and regulations of federal, state, and local authorities regarding handling, storing, transporting, and disposing of hazardous materials and all other construction activities. 1.12 RESPIRATOR PROGRAM A. Establish a respirator program as required by WAC 296 -62 -077 and WAC 296 -62- 071. 1.13 INITIAL SUBMITTAL A. SUBMITTAL OUTLINE: The Contractor shall submit two bound, indexed copies with the following documentation to the Owner for review, approval, or rejection, at least ten working days prior to scheduled commencement of work. The Contractor is responsible for delays caused by late submittals. Submittal packages shall be organized and indexed in the order provided in the checklist 1.13.A.1 through 1.13.A.13. See Sub- sections1.13.B through 1.13.M for detailed descriptions of individual submittal requirements. Submittals not properly organized and indexed will be rejected. Following submittal approval, provide three additional bound copies of the approved submittal to the Owner. 1. Contractor's shop drawings. 2. Contractor's work and compliance plan. 3. Contractor's asbestos liability insurance policy. 4. Contractor's schedule. 5. Contractor's testing laboratory and laboratory personnel (including air sample analysis personnel). 6. Disposal site designations. 7. Waste transporter designation. 8. Manufacturer's product data sheets and material safety data sheets (MSDS). 9. Contractor's representations. 10. Contractor's notifications. a. Puget Sound Clean Air Agency (PSCAA) notification to remove asbestos. b. Department of Labor and Industries (L &I) notifications and approvals. KING COUNTY HOUSING AUTHORITY 13281/13 ASBESTOS REMOVAL AND DISPOSAL KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE c. Local fire chief (ie: City of Seattle Fire Chief, City of Tukwila Fire Chief, etc). 11. Contractor's Asbestos Certifications. 12. Contractor's request for substitutions. 13. Contractor's AHERA Project Designer review. B. SHOP DRAWING INCLUSIONS 1. Boundaries of each regulated work area, including locations of critical barriers. 2. Location and construction of decontamination areas, if required. 3. Location of temporary site storage facilities. 4. Location of air monitoring stations, both in and outside of the work area. 5. Location and construction of any negative pressure enclosures, including the location of critical barriers, decontamination units, negative air machines, HEPA exhaust routes, and number of negative air machines. C. WORK PLAN 1. The Work Plan shall specifically address asbestos removal and disposal procedures as required by WAC 296 -62 -077 and 40 CFR 61. 2. Provide as part of the work plan the Contractor's plan for use of power and water, which will be turned on at the time the contractor gains access to the site. Include contingency power and water plans. The Owner will maintain existing power and water to the Building during the abatement. 3. The Work Plan shall be reviewed and certified as meeting Federal State, and local regulatory requirements and the requirements stated herein by an EPA - Certified Project Designer, prior to submittal. The Project Designer shall indicate his approval and certification by a signed cover letter attached to the work plan. D. INSURANCE POLICY 1. Submit copies of the Contractor's asbestos liability insurance policy identifying the Owner (City of Seattle) as a co- insured. E. SCHEDULE KING COUNTY HOUSING AUTHORITY 13281/14 SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL ASBESTOS REMOVAL AND DISPOSAL yea KCHA SECTION 13281 PICKERING COURT ASBESTOS REMOVAL AND DISPOSAL BURNDALE HOMES RIVERTON TERRACE 1. Submit construction schedule by work area that meets the requirements in this contract. F. TESTING LABORATORY AND LABORATORY PERSONNEL: Submit the name, location, and phone number of proposed certified testing laboratory. Include legible, current copies of the laboratory's accreditation. 1. The laboratory shall be proficient in the NIOSH Proficiency in Analytical Testing (PAT) program and shall be accredited by the National Institute of Science and Technology (NIST) under their National Voluntary Laboratory Accreditation Program (NVLAP) for bulk asbestos analysis. Provide copies of current PAT records and NVLAP certificates for asbestos air analysis. 2. Provide a current list of their microscopists, who have participated in the latest PAT and NVLAP programs and provide the names of microscopists and evidence that they have completed the NIOSH 582 course or equivalent. An equivalency course shall be taught by a qualified person who has completed the NIOSH 582 training course. 3. Provide a copy of the Contractor's written direction to the Testing Laboratory requiring them to fax copies of all Contractor air monitoring results, data sheets and chain -of custodies for air monitoring samples to the Owner and Owner's Asbestos Consultant (if any) within twenty -four (24) hours of receipt of the sample. G. DISPOSAL SITE 1. Submit the name and location of the proposed DOE /EPA permitted disposal site. H. WASTE TRANSPORTER 1. Submit the name and address of the proposed waste transporter. I. MANUFACTURER'S PRODUCT DATA SHEETS AND MSDS 1. Submit legible copies of manufacturer's product data sheets that describe product usage and restrictions, application procedures, and safety precautions. Submit copies of all MSDS for tape, plastic sheeting, solvents, encapsulants, adhesives, and lock -down chemicals. J. REPRESENTATIONS 1. Submit statement signed by a Principal of the Contractor that records of employees' work assignments, certifications, respirator fit tests, and medical examinations are accurate, up -to -date, and available for inspection. KING COUNTY HOUSING AUTHORITY 13281/15 ASBESTOS REMOVAL AND DISPOSAL tiv!!FYE'h111'��CMFfAi KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE K. NOTIFICATIONS 1. Submit a written "Notification of Demolition and Renovation" to the following agencies per applicable regulations: a. Department of Labor and Industries Regional Office (King County) 300 West Harrison St. Seattle, Washington 98119 -4081 b. Puget Sound Clean Air Agency Attn: James Nolan 110 Union Street, Suite 500 Seattle, WA 98101 c. Letter of notification of an asbestos project to the local fire chief (ie: City of Seattle Fire Chief, City of Tukwila Fire Chief, etc). L. SUBMIT LEGIBLE, CURRENT COPIES OF THE FOLLOWING ASBESTOS CERTIFICATIONS 1. Certified Asbestos Supervisor /competent person: Submit the name of the proposed Certified Asbestos Supervisor /competent person, a legible copy of his/her current Washington State Department of Labor and Industries (L &I) Certified Asbestos Supervisor Certificate, and a list of his/her previous projects. 2. Submit a legible copy of the current L &I Certified Asbestos Worker (or Supervisor) Certificate for each employee who will be working on the project. 3. Asbestos Contractor Certificate: Submit a legible copy of the contractor's current Department of Labor and Industries Asbestos Contractor Certificate. 4. Medical certification and respirator fit test: Submit a legible copy of the current asbestos medical certification and respirator fit test record (for each type of respirator to be worn) for each employee who will be working on the project. M. SUBSTITUTIONS 1. Submit proposals for substitutions of materials, equipment and methods to the owner at least ten (10) working days prior to implementing the change in accordance with contract requirements. KING COUNTY HOUSING AUTHORITY 13281/16 SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL ASBESTOS REMOVAL AND DISPOSAL KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 1.14 PERIODIC SUBMITTALS SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL A. Submit the following information obtained during the course of the work to the Owner: �' w 1 . Initial Exposure Monitoring: Submit the results of the Contractor's initial 6 exposure monitoring within two working days of sample collection. -I 0 co 2. Daily Air Monitoring: Have the Contractor's laboratory submit by facsimile w daily, to the Owner, all results of Contractor's daily air monitoring. Submittal co u. shall consist of field data sheets and the analytical laboratory's results. Daily air monitoring submittals shall be furnished to the owner within two working days of collection of samples. u- d 3. Project Daily Logs: Submit the previous day's Daily Logs. Z mW H O 4. Pre - Abatement and Final Clearance Air Monitoring: Have the Contractor's w w laboratory submit by facsimile to the Owner, all pre- abatement and clearance air 2 monitoring for each work area. Submittal shall include the following: o cn o1— a. Documentation that clearance air monitoring complied with 40 CFR 763, = w U WAC 296 -62 -077 and the approved work plan. LI b. Drawings of work area with sampling locations clearly marked. v O~ c. Field data sheets for sampling including: date of sampling, sample locations, Z calibration device serial number, initial and final pump calibration readings, pump time on and off, initial and final sampling flow rate, name of person sampled, and pump type and serial number. d. Laboratory results shall be signed and dated by the microscopist. 5. Updated Project Information: Submit changes in project schedule or personnel at least 48 hours prior to the effective time of change for the following: a. Updated schedules for asbestos removal. b. Change in Certified Asbestos Supervisor, including L &I, medical, and fit test certificates. c. Copies of the L &I, medical, and fit test certificates for additional workers. d. Copies of amended notifications. e. Copies of amended disposal authorizations. KING COUNTY HOUSING AUTHORITY 13281/17 ASBESTOS REMOVAL AND DISPOSAL •o.l.i..�[i..:u:iA'�..w4 :'Xa.c uu [�AAV4Wt`ru.KeW�Mwu %.+ +.++ aiswe :.444 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE B. Work area containment's and /or critical barriers shall not be removed until final clearance results are reviewed and accepted by the Owner. 1.15 CLOSE -OUT SUBMITTAL w re A. The Contractor shall within thirty (30) days of completion of the last scheduled -- abatement, submit three copies of the following documents with the application for v O final payment in accordance with contract documents. N a co 1. Employees' daily sign -in sheets. co „ w 0 2. Contractor's actual "Start and Finish” Project Dates. u. 3. Waste Shipment Records (40 CFR 61, Figure 4). = a w Z = 4. Disposal Site Receipts. I-O z E- w 5. Revised PSCAA Notification showing actual disposal amounts. ? o V 6. Statement of completion of asbestos abatement work as required by these a F- specifications and drawings. = v O w z U N A. Store all materials subject to damage off the ground and secure from damage by p +- weather or vandalism. z 1.17 ON - SITE DOCUMENTATION A. The Contractor shall maintain, on the job site, copies of the following data for safety, equipment, and supplies used for the work. 1. Equipment: Show the model, style, capacity, and the operation and maintenance 1.16 MATERIAL STORAGE procedures for the following, as applicable: a. HEPA Filtration units. b. HEPA Vacuum cleaners. KING COUNTY HOUSING AUTHORITY 13281/18 SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL 2. Material Safety Data Sheets: The Contractor shall maintain a Material Safety Data Sheet for each tape, plastic sheeting, solvent, encapsulant, adhesive, and lock -down chemical proposed to be used as required by WAC 296 -62 -054. 3. Respiratory Protection Plan: The Contractor shall maintain on -site their written ASBESTOS REMOVAL AND DISPOSAL KCHA SECTION 13281 PICKERING COURT ASBESTOS REMOVAL AND DISPOSAL BURNDALE HOMES RIVERTON TERRACE respirator program. The Contractor's written and approved respirator program shall meet all requirements of WAC 296 -62 -077. Any deficiencies identified in the owner's review of the respiratory protection plan shall be corrected prior to commencement of work. PART 2 - PRODUCTS 2.01 RESPIRATORS A. Provide personally issued and marked respirators approved by NIOSH and MSHA, and provide sufficient replacement canisters for respirators with disposable filters. B. Provided respirators with the protection factors required by WAC 296 -62 -077. C. Respirators shall be suitable for dual ( "stacked ") cartridge use whenever both asbestos hazards and other respiratory hazards exist in the work area. D. Respirators used for all work inside negative pressure enclosures (except pipe insulation removal) shall be full -face, supplied air operated in the pressure demand mode with either self - contained breathing air (SCBA) bottle or HEPA cartridge backup, as required by WAC 296 -62 -077. 2.02 PROTECTIVE CLOTHING A. Provide approved protective outer clothing, consisting of disposable fire retardant, full body coveralls and hoods fabricated from nonwoven fabric. Personal protective equipment shall be provided and utilized to meet applicable safety regulations. B. Cloth work clothes may be worn under disposable protective coveralls, boots and gloves for comfort as permitted by regulation, however if worn in a negative pressure enclosure, the cloth clothing must be removed and left in the equipment room as personnel exit the enclosure and must be laundered by the employer per the applicable instructions. 2.03 SEALANTS AND ENCAPSULANTS A. Penetrating and bridging encapsulants for asbestos applications. "Lock- Down" encapsulants used in non - finished areas shall be tinted for identification in a color, which will not obscure residual asbestos. Encapsulants shall be compatible with replacement materials and shall not contain hazardous materials listed in 29 CFR 1910, Subpart Z. 2.04 SURFACTANT A. A surfactant consisting of 50% polyoxyethylene ether and 50% polyoxyethylene ester KING COUNTY HOUSING AUTHORITY 13281/19 ASBESTOS REMOVAL AND DISPOSAL srt+xr�:x KCHA SECTION 13281 PICKERING COURT ASBESTOS REMOVAL AND DISPOSAL BURNDALE HOMES RIVERTON TERRACE (or an approved alternate) shall be used, and shall be mixed with water at the rate of one ounce of surfactant to 5 gallons of water or as recommended by the manufacturer. 2.05 MASTIC REMOVAL SOLVENTS A. Mastic removal solvents shall be non - flammable and shall not contain halogenated compounds. Solvents shall be compatible with replacement materials. Solvents must be of the "low odor" or "no odor" variety and so indicate on the MSDS. Citrus -based solvents do not meet this criteria. 2.06 PLASTIC SHEET 2.07 TAPE A. A minimum 6 -mil thick flame resistant polyethylene (in accordance with NFPA 701) shall be used unless otherwise specified. The poly shall be sized in length and width to minimize the frequency of joints. A. Tape shall be capable of sealing joints of adjacent sheets of polyethylene, for attachment of polyethylene sheets to finished or unfinished surfaces and of adhering under both dry and wet conditions, including during use of amended water. 2.08 ADHESIVES A. Adhesives shall be capable of sealing joints of adjacent sheets of polyethylene to finished or unfinished surfaces and of adhering under both dry and wet conditions. 2.09 DISPOSAL CONTAINERS A. Disposal containers shall be suitable to receive, retain, and dispose of asbestos - containing or contaminated materials. Containers shall be labeled in accordance with the applicable regulations and must be both airtight and watertight. Plastic bags shall be a minimum 6 -mil polyethylene, pre - printed with approved warning labels. Plastic wrap shall be 6 mil polyethylene sheets, securely wrapped and taped. Disposal containers shall be labeled with "ASBESTOS NA 2212," Contractor's name and location, and a Class 9 label. 2.10 GLOVE BAGS A. The glove bags shall be a minimum of 6 -mil polyethylene or polyvinyl chloride plastic, and specially designed for removal of asbestos - containing materials, with two inward projecting long sleeves and rubber gloves, one inward projecting water wand sleeve, an internal tool pouch, and an attached, labeled L &I and EPA approved receptacle for asbestos waste. Asbestos glove bags shall be seamless across the KING COUNTY HOUSING AUTHORITY 13281/20 ASBESTOS REMOVAL AND DISPOSAL fsMtvK. mvrMt .n.m*,s,x�,wr..•r• +m ^ + *•�+Aro TAt OtP+ :''`l'!tai ASS! !",4.4CRltS4'rY,4 ,!u�.vArti , KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE bottom of the bag. 2.11 EYE PROTECTION SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL A. The Contractor shall provide goggles to personnel engaged in asbestos operations, unless worker is required to wear a full -face piece respirator. Full -face piece respirators shall meet the requirements of WAC 296 -62 -077. 2.12 DANGER SIGNS AND LABELS A. Danger signs and labels shall be affixed to all products or containers containing asbestos. The required signs shall be used to demarcate areas where asbestos waste is temporarily stored; and areas, not accessible to the public where asbestos - containing materials are left in place. Signs and labels shall be in accordance with applicable regulations and codes. The signs posted at work area entrance, exists, decontamination areas, and waste disposal areas shall comply with WAC 296 -62 -077, WAC 296 -62 -05411 and the UFC. 2.13 OTHER MATERIALS A. The Contractor shall provide standard commercial quality of all other materials that are required to prepare and complete the work. 2.14 TOOLS AND EQUIPMENT A. Sprayers for amended water and encapsulant application shall be airless. B. Vacuum cleaning equipment shall be manufactured for asbestos use and shall use HEPA filters on the discharge. C. Scaffolding, hoists, and protective equipment shall meet all applicable safety regulations. D. Transportation equipment shall be suitable for loading, temporary storage, transit, and unloading of contaminated waste without exposure to persons or property. All trucks or vans used to transport asbestos shall be enclosed and sealed watertight. The driver of the truck shall have a conunercial drivers license with hazardous material endorsement. E. Provide all other tools and equipment for removal, enclosure, encapsulation, patching, and disposal activities. F. Electrical tools and equipment shall meet all applicable codes and regulations. KING COUNTY HOUSING AUTHORITY 13281/21 m�,nwniy..wyr. ASBESTOS REMOVAL AND DISPOSAL KCHA SECTION 13281 PICKERING COURT ASBESTOS REMOVAL AND DISPOSAL BURNDALE HOMES RIVERTON TERRACE G. HEPA Filtration Units (if required) shall conform to ANSI Z9.2, and HEPA filters shall be UL -586 labeled. H. Water Filtration Units shall be provided with filters of adequate capacity to treat decontamination washing and shower flows. Water filtration unit effluent shall contain less than 7,000,000 asbestos fibers per gallon. PART 3 - EXECUTION 3.01 WORK AREAS A. Regulated Work Areas: Establish regulated work areas in compliance with WAC 296 -62 -077. B. Decontamination Area: Install decontamination areas in compliance with WAC 296- 62 -077. Decontamination areas shall meet fire exiting requirements of the UFC. Showers shall be provided with hot water and water filtration units. C. Negative Pressure Enclosure System: Construct Negative Pressure Enclosure Systems as required by WAC 296 -62 -077, these specifications, and approved work plan. Signage shall conform to the UFC and WAC 296 -62 -077. D. Notify Fire Chief/Marshal at least 24 -hours before establishing a regulated area. 3.02 PERSONNEL PROTECTION PROCEDURES A. Post the decontamination, safety, and work procedures to be followed by workers. B. Provide continuous on -site supervision by the approved Certified Asbestos Supervisor. C. Follow all worker protection procedures as described in the approved work plan. D. Provide the highest level of respiratory protection unless approved and documented exposure assessments establish that a lower level of protection is adequate, as determined by the Certified Asbestos Supervisor, with the written concurrence of the Owner. For asbestos removal inside a negative pressure enclosure, respiratory protection shall be in accordance with the requirements of WAC 296 -62 -077, regardless of the exposure assessment. E. Maintain a daily log of all workers and visitors entering regulated work areas. The log shall contain the name of each individual, his or her organization, accurate time of entering and leaving, and purpose of visit. KING COUNTY HOUSING AUTHORITY 13281/22 ASBESTOS REMOVAL AND DISPOSAL ttl1�N11tc{pp, *u 4.'.!WM.y:, ., so�...r. •. «w �w ✓ +f.n ?..u^+'s3� +: Meri Plot w8l'+�4.diiTlY ��: � :' f % •ii �: WSi0Ga1 KCHA SECTION 13281 PICKERING COURT ASBESTOS REMOVAL AND DISPOSAL BURNDALE HOMES RIVERTON TERRACE F. Monitor worker exposure to airborne asbestos fibers as required by WAC 296 -62- 077. G. Provide approved filters for other airborne contaminants (solvents, etc.) that may be present. These filters shall be used in combination with approved asbestos filters. At no time shall the permissible exposure limit (PEL) for any airborne contaminant exceed the PEL listed in 29 CFR 1910, Subpart Z. 3.03 ASBESTOS REMOVAL PROCEDURES A. Asbestos removal shall be in accordance with the Contractor's Approved Work Plan, applicable regulations, and this specification. B. The Owner shall be notified 48 hours in advance of any asbestos disturbance taking place outside of a Negative Pressure Enclosure System. C. Fire exits and lanes shall not be blocked without prior written consent of the Owner and the fire chief /marshal. D. Work hours shall be as follows: 1. Work shall commence and complete in accordance with the instructions to bidders. 2. Work hours shall be in accordance with the general conditions section of the contract. E. The Owner must concur in writing with the proposed Work Plan, prior to commencement of work. F. Selective demolition and access to asbestos - containing materials is required as part of the base bid. 3.04 AIR MONITORING A. Airborne concentrations of asbestos fibers shall be monitored in accordance with WAC 296 -62 -077, current EPA and OSHA guidance, and as specified herein. The Owner may perform independent monitoring of the work area and Contractor's employees. All sampling pumps shall be calibrated in the field with a secondary calibration device before and after each sample. Built -in rotometers on pumps are not acceptable. B. The contractor is required to collect and have analyzed all required pre- abatement and pre - clearance samples. KING COUNTY HOUSING AUTHORITY 13281/23 ASBESTOS REMOVAL AND DISPOSAL KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL C. The minimum number of daily samples per work area without a negative exposure assessment is as follows: 1. One (1) air sample within each regulated work area. 2. Two (2) air samples daily, located in adjacent non - abatement rooms or outside the entrance to the work area, if applicable. 3.05 DISPOSAL 3. Personnel samples (excluding excursion samples) shall be taken at least twice per eight -hour work shift at the rate of one sample for every six people performing that task in the same work area. Persons performing separate tasks or in separate work areas shall be sampled separately. 4. Excursion samples as required by WAC 296 -62 -077. 5. Two (2) waste load -out samples for the full duration of the operation, one taken inside the wash -down station and one taken on the clean side of the wash -down station. (No samples are necessary if no load -out operation is performed.) 6. All workers disturbing asbestos outside of a Negative- Pressure Enclosure System shall be monitored continuously. 7. In addition to the samples listed in paragraphs 1 through 6 above, when employing a negative pressure enclosure, take one (1) air sample every other day located at the entrance to the decontamination chamber and one (1) air sample located at the exhaust(s) of the HEPA filtration unit(s) (if more than one unit is used, the sampling may be rotated between units, however, each unit must be sampled at least once every other day). Decontamination chamber entrance and HEPA exhaust samples are not required if negative pressure enclosures are not used. D. Daily monitoring may be discontinued only after the Contractor's Certified Asbestos Supervisor certifies in writing that a Negative Exposure Assessment, in accordance with WAC 276 -62 -077, has been obtained. Written concurrence must be obtained from the Owner prior to discontinuing daily monitoring. A. Dispose of asbestos wastes in an EPA and DOE permitted asbestos landfill. B. Comply with current waste handling, storage, transportation, and disposal requirements of the waste disposal facility, U.S. Department of Transportation, and EPA regulations. C. Label waste containers and vehicles in accordance with 40 CFR Part 61 and 49 CFR KING COUNTY HOUSING AUTHORITY 13281/24 ASBESTOS REMOVAL AND DISPOSAL rtrnnlr?s- er:wt�amn� -R rnrarrx -rcn , KCHA SECTION 13281 PICKERING COURT ASBESTOS REMOVAL AND DISPOSAL BURNDALE HOMES RIVERTON TERRACE 100 -180. Affix warning labels having waterproof print and permanent adhesive to all waste containers. Affix a Class 9 label with ID number 2212 on all four sides of the waste transport vehicle. D. Waste transport vehicles shall be lined with polyethylene and be fully enclosed. E. Waste shipping papers shall identify waste as "Asbestos 9, NA 2212 III, RQ" and list the total quantity being transported in addition to the requirements of 40 CFR 61. F. Workers loading waste shall wear protective clothing and canister type respirators. 3.06 CLEANING OF WORK AREA A. Upon completion of asbestos repair or removal within a work area, remove visible accumulations of asbestos material and debris. Wet clean and HEPA vacuum all work area surfaces. B. Ensure that all asbestos - containing materials have been removed from concave corners and textured surfaces (i.e., concrete floors). C. Notify the Owner within 24 -hours an asbestos work area has been completed, the supervisor has visually inspected the area, and the work area is ready for final visual inspection. Include a statement that all asbestos in the work area has been removed, repaired, and/or encapsulated as required by the contract, and that all debris has been removed. 3.07 CLEARANCE AIR MONITORING A. Prior to final visual and air clearance, the Contractor shall perform a visual inspection and collect PCM pre - clearance samples for analysis. Once the pre - clearance samples have met WAC 296 -62 -077 requirements, request visual clearance by the Owner's representative or Asbestos Consultant. Once the visual inspection by the Owner's representative or Asbestos Consultant, has been approved, the area can be encapsulated and de- regulated. The Contractor shall accomplish one set of final air clearances per resident unit or area of construction in common areas, after all abatement work for each resident unit, or area of construction in common areas, has been accomplished. Final visual and air clearance testing shall be completed prior to end of each workday and unit residents allowed to utilize the unit. Contractor shall provide air clearance documents to the Owner's representative prior to allowing residents of Owner's employees into the work area. B. Final clearance air monitoring shall be conducted in accordance with WAC 296 -62- 077. Phase Contrast Microscopy (PCM) final air clearance samples shall be collected. The maximum acceptable level of airborne asbestos fibers for final work area clearance will be 0.01 fibers per cubic centimeter of air using PCM analysis. The KING COUNTY HOUSING AUTHORITY 13281/25 Y9k�it" 4 ASBESTOS REMOVAL AND DISPOSAL KCHA SECTION 13281 PICKERING COURT ASBESTOS REMOVAL AND DISPOSAL BURNDALE HOMES RIVERTON TERRACE Owner's Asbestos Consultant, if any, shall use twenty -four hour workday laboratory turn- around for all final clearance samples and will collect no less than five PCM clearance samples and two blanks per floor. z C. Final clearance air monitoring tests will not be performed until all areas and materials = z ,F- within the resident unit, or area of construction in common areas, are fully clean, et w w encapsulated and dry. 6 v 0 O D. If the final clearance air monitoring results show that the work area has failed to meet w w the clearance criteria, the Contractor shall reclean the work area and collect and - F- analyze an additional set of PCM clearance air monitoring samples whose asbestos w O concentration must be less than 0.01 fibers per cubic centimeter. The Contractor is 2 responsible for all costs associated with recleaning and resampling, including 1 04 ■tl analytical costs, air monitoring labor and expenses. u) d = w E. Work area containments and/or critical barriers shall not be removed until final ' " " z !-- clearance results have been received, reviewed, and accepted by the Owner or z o Owner's asbestos consultant. 2 D U� F. Once the final clearance air monitoring results meet the clearance criteria of WAC 296 -62 -077 and 40 CFR 763 for the work, then the HEPA filtration units may be w w deactivated (if applicable) and all seals, barriers, barricades, and decontamination H areas shall be dismantled and removed, and the work area released to unprotected ! z workers, residents, or Owner's employees. v w F= _ 0E KING COUNTY HOUSING AUTHORITY 13281/26 ASBESTOS REMOVAL AND DISPOSAL z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.08 SUBSTANTIAL COMPLETION SECTION 13281 ASBESTOS REMOVAL AND DISPOSAL A. After the work area barriers, plastic sheeting, decontamination area, HEPA filtration units, etc., have been removed, the Contractor shall conduct an additional inspection to verify that there was no asbestos debris, contaminated water, or other residue, concealed by the work area protection installations. Any such residue shall be cleaned up using HEPA vacuum cleaners and wet wiping methods. B. After the Contractor certifies that the work area has been cleaned of all asbestos in compliance with the contract, the Contractor shall conduct a final inspection to verify that there is no unrepaired damage to walls, ceilings, doors or surfaces or finishes other than that called for by the scope of work. Costs of restoration of damaged finishes shall be borne by the Contractor. C. The Contractor shall provide temporary relocation of residents, at the Contractor's own expense, for any resident unit that does not allow occupation of resident units by 5:00 PM. END OF SECTION 13281 KING COUNTY HOUSING AUTHORITY 13281/27 ASBESTOS REMOVAL AND DISPOSAL iud: siii: �uwtFu� .a�,_ww.:a:.:+�:,�: «..,,. M, 3. a.•. b.. �t�:. u: s.: x�. w: a�: v,. �. ahitiui ;N:i:CU:Fc�rt;ai:�ri <hc�::' tw: Site Inspection Report Asbestos Inspection Property: BURNDALE HOMES 930 — 18 Place NE z Auburn, WA ,= w On April 4, 2000, I inspected the complex known as Burndale Homes, owned and operated by the o King County Housing Authority since 1971 . o w w = Burndale Homes consists of ten building with 50 individual units. The buildings are one and two J -I LL story stick framed on poured concrete foundations. w 0 Unit Composition: 3 one bedroom units; 16 two bedroom units, 21 three bedroom units, 8 four bedroom units and 2 five bedroom units. g Q Exterior siding: vinyl siding with insulated vinyl windows and new entry doors installed in 1997. cn Roof: truss system with a 4/12 pitch with three tab asphalt shingles 1 _ Z F- H0 Z I— w No samples were taken of the following list: 0 P- Roofing interior & exterior doors carpeting electrical wiring insulation elevator car or w w elevator shaft or ventilation system u — 0 ..z These materials should be assumed to contain asbestos until tested. v cn F- Analysis Report: z Pacific Rim Sample Analysis report: Sample # 689 & 697 mastic 5 — 7% chrysotile Sample # 694 taping compound 3 — 5% chrysotile /-4.11414- — Sample # 695 tar like material 1 — 3% chrysotile There were 13 samples of materials suspected of containing asbestos taken from different areas in the building. Sample # 696 wall/ceiling texture 1 — 3% chrysotile Please refer to Pacific Rim's analysis report for locations where samples were taken. It is the intent that the findings of the samples taken be applicable to all units in the complex. This inspection verifies the similarity of units in construction materials and composition. Asbestos surveys are not comprehensive by nature and subject to many limitations. The site visit consisted of a visual walk - through of the building for the purpose of viewing and sampling potential asbestos containing materials. Neither the site inspector nor the King County Housing Authority is responsible for materials, which are in the interior of the buildings, which are hidden from sight, over looked or, which require destructive means to access. Northridge 1 ASBESTOS REPORT Jim Dunn performed the survey in accordance with the standards generally accepted at the time of survey, in the State of Washington. All asbestos containing materials shall be handled in accordance with all applicable Federal, state and local laws, regulations and rules. Inspector: Jim Dunn A.H.E.R.A. certification #: M09907012 a' A-,: ieiv= �y,? 2: isL:,«:: i�ati` v�:i•:.+:i!_..l:.�tii:.e��.`,. F: �aiL:,':. d:.' x'i+l'<li.�inu.':+.r.4ri'ai.i R CLIENT: PO #: Project #: Project: Contact: Turnaround: Corporate Office 6510 Southcenter Blvd Seattle, WA 98188 Phone: (20O) Z , 44 -8' S Fax: (206) 2•H -9O% APTPle SEATTLE. TM .'N'/IRONMENTAL, INC. ANCHORAGE BULK SAMPLE ANALYSIS REPORT King County Housing Authority 15455 65 Avenue South Seattle, WA 98188 -2583 16595 404 Pickering Court 445 Pickering Street, Snoqualmie Jim Dunn Same Day Rush Samples submitted by: Third Party Reports reviewed by: Approved Signatory Anchorage Office 5810 Mego Drive Anchorage, AK 9950 Pager: (888) 341 -8081 Phone/Fax: (907) 569 -8081 FAIRBANKS PRE #: Report #: Report Date: Date Received: Date Analyzed: 2000 -1540 2000 -7 -517 07/28/00 07/27/00 07/28/00 Page: 1 of 4 Analyst: Fred Golloway Attached are the results of analysis of 13 bulk samples submitted for asbestos identification, lab ID #2000 -7 -517 through 2000 -7 -529. Samples were analyzed in accordance with method EPA - 600 /R- 93/116: "Method for the Determination of Asbestos in Bulk Building Materials ". Each sample was initially examined under a Nikon SMZ - 2T stereoscopic microscope at a magnification of 10X to 50X. Fibrous material was examined for morphology and content. Representative fibers from each sample were immersed in a fluid with a known refractive index. The specimens were examined under polarized light using a Nikon Labophot microscope with a McCrone Dispersion Staining objective under 100X magnification. Optical characteristics of the fibrous material were examined to determine the mineralogy of the fiber. The observed optical characteristics include angles of extinction, sign of elongation and refractive indices. Unless otherwise noted, samples were inhomogeneous; subsamples of components were analyzed to achieve representative analysis. Separate layers of layered samples are analyzed and reported separately. Unless otherwise stated, asbestos content was quantified by calibrated visual estimation (CVES). Samples in which asbestos was not observed are reported "none detected ". The samples analyzed in this report were provided by third parties not subject to control by PACIFIC RIM ENVIRONMENTAL, INC. (PRE). Consequently, the results presented represent microscopic examinations in PRE laboratory facilities and PRE makes no representation as to sample collection techniques or procedures. Test results pertain only to the samples submitted for analysis. This report can not be represented by the client to claim product endorsement by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full without written permission of the laboratory. NVLAP Accredited LAB # 101631 -0 Fairb(xflcs Office 2400 College Road Fairbanks, AK 99709 Phone/Fax: (907)452 -3974 "Vi 9 f :I. z � ct w 0 0 LLI J H (/) w J u a i • s w z 0 z w • w U� O — O I— w w 1LL 0 c o ..z w o~ z Pacific Rim Environmental, Inc. 6510 SouthcenterBlvd., Suite 4 Phone: 206 - 244 -8965 Fx:206- 244 -9096 Tukwila, WA 98188 Invoice To: King County Housing Authority 600 Andover Park West Tukwila, WA 98188 -3326 Attention: Steve Jefferis Project: 2000 -1540 Pickering Court, Snoqualmie Professional Services for the Period: 7/1/00 to 7/31/00 Billing Group: 01 Cost Plus Contract #: 16595 -404 Analytical Services Expense Code Date Asbestos Bulk Sample Analysis Rush 2 Hour Turn 7/28/00 Project Totals: KING CTY HOUSING AUTHORITY RECEIVEf) Atm 1 1 2000 Central Office * * * Total Project Invoice Amount: All invokes are the upon receipt. A late charge of 1.S% will be added to any unpaidbalance after 30 days. Invoice Number :: 17236 Wednesday, August 09, 2000 Bill Units Unit Bill Rate 13.00 25.0000 Analytical Services Totals: Billing Group Subtotal: Invoice: 17236 Wednesday, August 09, 2000 Charge 325.00 $325.00 $325.00 $325.00 Client/Lab Number Sample Location & Description Asbestos Type / % Other Material Date Analyzed 1206 Community Building, Exterior. 07/28/00 2000 -7 -517 Brown, fibrous, white - painted siding material. None Detected. Cellulose (85 -90 %), Binder, Paint. 1207 Community Building, West Wall. Layer 1: Fiberglass (5- 07/28/00 2000 -7 -518 White - painted white mud with None Detected 7 %), Binder, Mineral yellow fibers (layer 1) on gray- white, chalky drywall with brown paper (layer 2). (both layers). Aggregate, Paint. Layer 2: Cellulose (7- 10%), Fiberglass (1 -3 %), Mica, Gypsum, Binder. 1208 Community Building, Entry Hall. Layer 1: Electrolyte 07/28/00 2000 -7 -519 White PVC electrical insulation None Detected material (PVC). (layer 1) black PVC electrical insulation (layer 2) and white PVC electrical insulation (layer 3) on brown, fibrous insulation (layer 4). (all layers). Layer 2: Electrolyte material (PVC). Layer 3: Electrolyte material (PVC). Layer 4: Cellulose (95- 98%), Binder. 1209 Community Building, Attic. 07/28/00 2000 -7 -520 Pink, fibrous insulation. None Detected. Cellulose (<1%), Fibrous Glass (90 -95 %), Gypsum, Binder. 1210 Community Building, Exterior Layer 1: Cellulose (40- 07/28/00 2000 -7 -521 Wall. None Detected 45 %), Fibrous Glass (10- Tar coated brown paper (layer 1) on pink, fibrous insulation material (both layers). 15 %), Tar, Binder. (layer 2). Layer 2: Cellulose (<1%), Fibrous Glass (90 -95 %), Binder. PACIFIC RIM ENVIRONMENTAL, INC. BULK SAMPLE ANALYSIS REPORT CLIENT: King County Housing Authority 15455 65 Avenue South Seattle, WA 98188 -2583 PO #: 16595 Project #: 404 Project: Pickering Court 445 Pickering Street, Snoqualmie Contact: Jim Dunn Turnaround: Same Day Rush PRE #: Report #: Report Date: Date Received: Date Analyzed: n.. 2000 -1540 2000 -7 -517 07/28/00 07/27/00 07/28/00 Page: 2 of 4 Analyst: Fred Golloway Client/Lab Number Sample Location & Description Asbestos Type I % Other Material Date Analyzed 1211 Community Building, South Layer 1: Fiberglass (20- 07/28/00 2000 -7 -522 Wall. White - painted, white mud with yellow, fibrous mesh (layer 1) with gray - white, chalky drywall with brown paper (layer 2). None Detected (both layers). 25 %), Cellulose (<1%), Binder, Mineral Aggregate. Layer 2: Cellulose (<1%), Fibrous Glass (10 -15 %), Tar, Binder. 1212A Community Building, North Layer 1: Fiberglass (25- 07/28/00 2000 -7 -523 Wall. White - painted white wall mud in yellow mesh (layer 1) on gray- white, chalky drywall with brown paper (layer 2). None Detected (both layers). 30 %), Cellulose ( <1 %), Binder, Mineral Aggregate, Paint. Layer 2: Cellulose (5- 7%), Fiberglass (1 -3 %), Gypsum, Binder, Mica. 1212B Community Building, East Wall. Layer 1: Fiberglass (40- 07/28/00 2000 -7 -524 White - painted white wall mud in yellow mesh (layer 1) on gray- white, chalky drywall with brown paper (layer 2). None Detected (both layers). 45 %), Cellulose ( <1 %), Binder, Mineral Aggregate, Paint. Layer 2: Cellulose (5- 7 %), Fiberglass (1 -3 %), Gypsum, Binder, Mica. 1213 Community Building, Entry Layer 1: Cellulose 07/28/00 2000 -7 -525 Area. None Detected ( <1 %), Binder, Mineral White - painted white wall mud (both layers). Aggregate, Paint. (layer 1) on gray- white, chalky drywall with brown paper (layer 2). Layer 2: Cellulose (5- 7 %), Fiberglass (1 -3 %), Gypsum, Mica, Binder. CLIENT: PO #: Project #: Project: Contact: Turnaround: PACIFIC RIM ENVIRONMENTAL, INC. BULK SAMPLE ANALYSIS REPORT King County Housing Authority 15455 65 Avenue South Seattle, WA 98188 -2583 16595 404 Pickering Court 445 Pickering Street, Snoqualmie Jim Dunn Same Day Rush PRE #: Report #: Report Date: Date Received: Date Analyzed: 2000 -1540 2000 -7 -517 07/28/00 07/27/00 07/28/00 Page: 3 of 4 Analyst: Fred Golloway Client/Lab Number Sample Location & Description Asbestos Type 1 % Other Material Date Analyzed 1214 Community Building, Storage Layer 1: Cellulose 07/28/00 2000 -7 -526 Room. None Detected (<1%), Binder, Mineral White - painted white wall mud (both layers). Aggregate, Paint. (layer 1) on gray- white, chalky drywall (layer 2). Layer 2: Cellulose ( <1 %), Fiberglass (1- 3%), Gypsum, Mica, Binder. 1215 Community Building Front Layer 1: Fiberglass (20- 07/28/00 2000 -7 -527 Restroom. None Detected 25 %), Binder, Mineral White - painted white wall mud with yellow, fibrous mesh (layer 1) with gray- white, chalky drywall with brown paper (layer 2). (both layers). Aggregate, Paint. Layer 2: Cellulose (1- 3 %), Fiberglass (1 -3 %), Gypsum, Binder. 1216 Community Building, Men's Layer 1: Fiberglass (20- 07/28/00 2000 -7 -528 Restroom. None Detected 25 %), Binder, Mineral White - painted white wall mud (both layers). Aggregate, Paint. (layer 1) with gray- white, chalky drywall (layer 2). Layer 2: Cellulose (1- 3%), Fiberglass (1 -3 %), Gypsum, Binder. 1217 Community Building, Kitchen Layer 1: Cellulose 07/28/00 2000 -7 -529 Area. None Detected (<1%), Fiberglass (20- White- painted, white, brittle wall mud with yellow mesh (layer 1) with gray- white, chalky drywall with brown paper (layer 2). (both layers). 25 %), Binder, Mineral Aggregate, Paint. Layer 2: Cellulose (7- 10 %), Fiberglass (1 -3 %), Gypsum, Mica, Binder. CLIENT: PO #: Project #: Project: Contact: Turnaround: PACIFIC RIM ENVIRONMENTAL, INC. BULK SAMPLE ANALYSIS REPORT King County Housing Authority 15455 65 Avenue South Seattle, WA 98188 -2583 16595 404 Pickering Court 445 Pickering Street, Snoqualmie Jim Dunn Same Day Rush PRE #: Report #: Report Date: Date Received: Date Analyzed: 2000 -1540 2000 -7 -517 07/28/00 07/27/00 07/28/00 Page: 4 of 4 Analyst: Fred Golloway RE ASEDO COMPANY /SIGNATURE DATE: TIME: 4 NATURE ACCEPTED BY: c• PANY /SIG /K DATE: - � 7 - 27 4Z� l TIME: / 2 ' aJ�° CLIENT CONTACTED: UTHORIZATION TO RELEASE RESULTS TO THE FOLLOWING: CONTACT: PACIFIC RIM ENVIRONMENTAL, INC. DATE: I TIME. Please check one CORPORATE OFFICE: 6510 Southcenter Blvd., Tukwila. WA 98188' Phone (206) 244 -8965. Fax (206) 244 -9096 FAIRBANKS OFFICE: 2400 College Road, Fairbanks, AK 99709: Phone /Fax (907) 452 -974. Pager (907) 496 -7626 I COMMENT' • I FAX #: /,.,I /'kYO. 13 4..... .,' yJ...S•.:.1.\ z W Ce JV U co o J i-- w u. = H w zI- w U 0 - 0I- 111 w .. Z = 0 J CLIENT: CONTACT: PHONE: Fes: King County Housing PO#: /f --- SAMPLE TYPE: TURNAROUND A : Same Day 3 Days 5 Days OTHER • Authority # : 6", � X ASBESTOS SAMPLE LEAD SAMPLE OTHER 15455 65 Avenue South PROJECT Seattle, WA 98188 r _ . NAME: , . r---_ _t Q , �rr s PR OJECT 206- 433 -7364 ADDRESS: f / e, • / / .. Y 206- 242 -0733 SAMPLE DATE SAMPLE NUMBER ' ANALYSIS PE SAMPLE DESCRIPTION /COMMENTS 1 _ I ?m Aid) /4 0 t ' m i V ' 9 . 4 . / . //' �'je.z__ _.__._ id a , /d /& 44 �4 // / 5 -'� __ I NW / : 7 . —__I 11 . Wes/ 9 , ��. -- _ a2 /otA 121 L ) -. LO_____ �- 4 Wil { AI iedif Af , ---i ______ && . 1 CLIENT CONTACTED: UTHORIZATION TO RELEASE RESULTS TO THE FOLLOWING: CONTACT: PACIFIC RIM ENVIRONMENTAL, INC. DATE: I TIME. Please check one CORPORATE OFFICE: 6510 Southcenter Blvd., Tukwila. WA 98188' Phone (206) 244 -8965. Fax (206) 244 -9096 FAIRBANKS OFFICE: 2400 College Road, Fairbanks, AK 99709: Phone /Fax (907) 452 -974. Pager (907) 496 -7626 I COMMENT' • I FAX #: /,.,I /'kYO. 13 4..... .,' yJ...S•.:.1.\ z W Ce JV U co o J i-- w u. = H w zI- w U 0 - 0I- 111 w .. Z = 0 J RE . ASED B : C MPANY /SIGNAT DATE: TIME: ACCEPTED BY: Co, •AN /SIGNATURE DATE: TIME: I X ASBESTOS SAMPLE LEAD SAMPLE OTHER Same Day 3 Days y 5 Days OTHER 1 72 7 -0b 12 : d 2 Pal . King County Housing / CLIENT:PO #: / SAMPLE TYPE: { TURNAROUND : Authority #: rey I X ASBESTOS SAMPLE LEAD SAMPLE OTHER Same Day 3 Days y 5 Days OTHER 15455 65 Avenue South PROJECT Seattle, WA 98188 NAME: Akre 6) &41 ! / r. .T - - CONTACT: - P R OJECT PHONE: 206- 433 -7364 ADDRESS lY I FAX: 206 -242 -0733 ./;,/ ANALYSIS TYPE SAMPLE DESCRIPTION MOyle/Iiii SAMPLE DATE SAMPLE NUMBER /COMMENTS 6 1 / 4- , AZe . --_ ---! THORIZATION TO RELEASE RESULTS TO THE FOLLOWING: 0NTACT CLIENT CONTACTED: PACIFIC RIM ENVIRONMENTAL, INC. Chain of Custod PRE #: DATE: s I TIME. ` COMMENT Please check one - CORPORATE OFFICE: 6510 Southcenter Blvd., Tukwila. WA 98188: Phone (206) 244 -8965, Fax (206) 244 -9096 I FAIRBANKS OFFICE: 2400 College Road, Fairbanks, AK 99709: Phone /Fax (907) 452 -3974, Pager (907) 496 -7626 I FAX #: J j z = F- }- z W -I U U O (0 o J 1 -- (/) LL 0 u co = d w z w - w 0 co O — O H W W W Z w U= z Client/Lab Number Sample Location & Description Asbestos Type / % Other Material 115 Property 404, Unit 704. Layer 1 (Tile): Layer 1: Cellulose (<1%), Mineral 1199140 Light brown, brittle floor tile (layer None Detected. Aggregate, Binder. 1) with light brown mastic (layer 2). Layer 2 (Mastic): Chrysotile <1%.* Layer 2: Cellulose (<1%), Adhesive, Mineral Aggregate. Note: Mastic appears to be contaminated with residual sheet vinyl backing. 116 Property 404, Living Room. 1199141 Light brown mastic (layer 1) with white, chalky leveling compound light material (layer 2) with light Layer 1 (Mastic): None Detected. Layer 1: Cellulose ( <1 %), Adhesive. gray fibrous clumps (layer 3), Layer 2 (White Chalky Compound): Layer 2: Cellulose (1 -3 %), Binder. ' Chrysotile 1 -3 %. Layer 3: Cellulose (<1%), Binder. Layer 3 (Fibrous Material) Chrysotile 65 -75% 117 Property 404, Unit 703, 1199142 Bathroom. White sheet vinyl (layer 1) with light brown, fibrous backing (layer None detected in all layers. Layer 1: Cellulose (<1%), Vinyl. Layer 2: Cellulose (<1%), Synthetic 2) and white and black mastic (15 -20 %), Binder. (layer 3). Layer 3: Cellulose (<1%), Adhesive. 118 Property 301, Bathroom. 1199143 Dark brown floor tile (layer 1) with tar mastic (layer 2). Layer 1 (Tile): Chrysotile 10 -15 %. Layer 1: Mineral Aggregate, Binder. Layer 2 (Mastic): Layer 2: Cellulose (<1%), Tar, Mineral Aggregate. None detected. CLIENT: P.O. # Project: Contact: Turnaround: PACIFIC RIM ENVIRONMENTAL, INC. BULK SAMPLE ANALYSIS REPORT King County Housing Authority 12814 Pickering 9 Parklake Steve Jefferis 24 Hour PRE #: Report #: Report Date: Date Received: Date Analyzed: Page : Analyst: 991639 1199140 11/08/99 11/05/99 11/08/99 2 of 2 Fred Golloway CLIENT: P.O. # Project: Contact: Turnaround: King County Housing Authority 15455 65 Avenue South Seattle, WA 98188 -2583 12814 Pickering 9 Parklake Steve Jefferis 24 Hour PACIFIC RIM ENVIRONMENTAL, INC BULK SAMPLE ANALYSIS REPORT PRE #: 991639 Report #: 1199140 Report Date: Date Received: Date Analyzed: Page : Analyst: 11/08/99 11/05/99 11/08/99 1 of 2 Fred Golloway Attached are the results of analysis of 04 bulk samples submitted for asbestos identification, lab ID #1199140 through #1199143. Samples were analyzed in accordance with method EPA - 600 /R- 93/116: "Method for the Determination of Asbestos in Bulk Building Materials ". Each sample was initially examined under a Nikon SMZ - 2T stereoscopic microscope at a magnification of 10X to 50X. Fibrous material was examined for morphology and content. Representative fibers from each sample were immersed in a fluid with a known refractive index. The specimens were examined under polarized light using a Nikon Labophot microscope with a McCrone Dispersion Staining objective under 100X magnification. Optical characteristics of the fibrous material were examined to determine the mineralogy of the fiber. The observed optical characteristics include angles of extinction, sign of elongation and refractive indices. Separate layers of inhomogeneous samples were analyzed and reported separately. Unless otherwise stated, asbestos content was quantified by calibrated visual estimation (CVES). Samples in which asbestos was not observed were reported "none detected ". The samples analyzed in this report were provided by third parties not subject to control by PACIFIC RIM ENVIRONMENTAL, INC. (PRE). Consequently, the results presented represent microscopic examinations in PRE laboratory facilities and PRE makes no representation as to sample collection techniques or procedures. Test results pertain only to the samples submitted for analysis. This report can not be represented by the client to claim product endorsement by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full without written permission of the laboratory. NVLAP Accredited LAB #101631 -0 Samples submitted by: Third Party Reports reviewed by Approved Signatory 6510 Southcenter Blvd. • Seattle, WA 98188 • Phone: (206) 244 -8965 • Fax: (206) 2 ' . 0% 2400 College Road • Fairbanks, AK 99709 • Phone/Fax: (907) 452 -3974 • Pager: 1- 800 - 596 -016( Email: hacrim @aa.net .rcwnnv -...+. =r.r: ∎zzz. v=:rvSZ=d .'i;'? : ,t ....4�' ,r�. t (r'rtz?e�_��.__ CLIENT: PO #: Project #: Project: Contact: Turnaround: PACIFIC RIM ENVIRONMENTAI.. INC. BULK SAMPLE ANALYSIS REPORT King County Housing Authority 15455 65 Avenue South Seattle, WA 98188 -2583 14531 404 Pickering Court Steve Jefferis 5 Days Attached are the results of analysis of 9 bulk samples submitted for asbestos identification, lab ID #2000 -3-416 through #2000 - 3-424. Samples were analyzed in accordance with method EPA - 600 /R- 93/116: "Method for the Determination of Asbestos in Bulk Building Materials ". Each sample was initially examined under a Nikon SMZ - 2T stereoscopic microscope at a magnification of 10X to 50X. Fibrous material was examined for morphology and content. Representative fibers from each sample were immersed in a fluid with a known refractive index. The specimens were examined under polarized light using a Nikon Labophot microscope with a McCrone Dispersion Staining objective under 100X magnification. Optical characteristics of the fibrous material were examined to determine the mineralogy of the fiber. The observed optical characteristics include angles of extinction, sign of elongation and refractive indices. Separate layers of inhomogeneous samples are analyzed and reported separately. Unless otherwise stated, asbestos content was quantified by calibrated visual estimation (CVES). Samples in which asbestos was not observed are reported, "none detected ". The samples analyzed in this report were provided by third parties not subject to control by PACIFIC RIM ENVIRONMENTAL, INC. (PRE). Consequently, the results presented represent microscopic examinations in PRE laboratory facilities and PRE makes no representation as to sample collection techniques or procedures. Test results pertain only to the samples submitted for analysis. This report cannot be represented by the client to claim product endorsement by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full without written permission of the laboratory. NVLAP Accredited LAB #101631 -0 Samples submitted by: Third Party Reports reviewed by:. Approved Signatory 6510 Southcenter Blvd. • Seattle, WA 98188 • Phone: (206) 244 -8965 • Fax: (206) 244 -9096 240(1 College Road • Fairbanks, AK 99709 • Phone/Fax: (907) 452 -3974 • Pager: 1- 800 -596 -0160 Email: hacrim @aa.net PRE #: Report #: Report Date: Date Received: Date Analyzed: G. Page: Analyst: 2000 -0400 2000 -3 -416 03/31/00 03/13/00 03/28/00 1 of 3 Fred Golloway Client/Lab Number Sample Location & Description Asbestos Typel% Other Material Date Analyzed . 621 Property 404, Community Layer 1 (vinyl): Layer 1: Vinyl. 03/28/00 1 2000 -3 -416 Building, Bathroom. None Detected. Yellow and white sheet vinyl (layer Layer 2: Cellulose (1- 1) with light gray, fibrous backing Layer 2 (backing): 3 %), Binder, Adhesive. and light brown mastic (layer 2). Chrysotile (60.65 %). . Note: Mastic and backing are inseporable. ' 622 404, Co Property 40 Community L yer 1 ( I y ) Layer (vinyl) Layer 1: Cellulose <1 °! y ( o), 03/28/00 2000 -3 -417 Building, Kitchen. None Detected. Vinyl. Light brown sheet vinyl (layer 1) with light gray, fibrous backing and light brown mastic (layer 2). Layer 2 (backing) Chrysotile (60 -65 %). Layer 2: Cellulose ( <1 %), Binder, Adhesive. 623 Property 404, Community Layer 1: Cellulose (<1%), 03/28/00 2000 -3 -418 Building, Kitchen. None Detected. Fiberglass (15 -20 %), . White - painted, white taping compound with yellow mesh (both layers). Binder, Mineral Aggregate, Paint. (layer 1) on white, chalky drywall with brown paper (layer 2). Layer2: Cellulose (15- 20 %), Fiberglass (1 -3 %), Gypsum, Binder. • 624 Property 404, Community 03/28/00 2000 -3 -419 Building, Wall, Left Side of Entry. White - painted, light brown texture material with brown paper. None Detected. Cellulose (10 -15 %), Binder, Mineral Aggregate, Paint. 625 Property 404, Community 03/28/00 2000 -3 -420 Building, Entry. White - painted, white ceiling texture material. None Detected. Cellulose (<1%), Foam, Binder, Paint. CLIENT: King County Housing Authority 15455 65 Avenue South Seattle, WA 98188 -2583 PO #: 14531 Project #: 404 Project: Pickering Court Contact: Steve Jefferis Turnaround: 5 Days PACIFIC RIM ENVIRONMENTAL, INC. BULK SAMPLE ANALYSIS REPORT PRE #: Report #: Report Date: Date Received: Date Analyzed: Page: 2 of 3 Analyst: Fred Golloway >. �M: �i�neacoppw..+ �•- w+. ayw+ a+ s�. wMwca „ '�'+nsca�W , .aia'`t.� 4 ' 4 P X l X 2000 -0400 2000 -3-416 03/31/00 03/13/00 03/28/00 z a = z cc 6 U0 cn • LLI � LL. w 0 a = }.. Z F- 0 zr- w v ° ON ° i ww u 0 ~ Z Client/Lab Number Sample Location & Description Asbestos Typel% Other Material Date Analyzed 626 Property 404, Community 03/28/00 2000 -3 -421 Building, Kitchen. White - painted, white, brittle taping compound. None Detected. Cellulose (<1%), Binder, Mineral Aggregate, Paint. 627 Property 404, Community Layer 1: Cellulose (<1%), 03/28/00 2000 -3 -422 Building, Over Entry. None Detected. Mineral Aggregate, Tar. Tar roofing shingle composed of black and brown, gravel- embedded tar (layer 1) over tar with fibers (layer 2). (both layers). Layer 2: Cellulose (50- 55 %), Tar, Mineral Aggregate. 628 Property 404, Community 03/28/00 2000 -3 -423 Building, Roof Over Entry. Black, tar roofing felt. None Detected. Cellulose (50 -55 %), Tar, Mineral Aggregate. 629 Property 404, Community 03/28/00 2000 -3 -424 Building, Right of Entry. White - painted, brown and gray, fibrous siding. None Detected. Cellulose (80 -85 %), Binder, Paint. CLIENT: King County Housing Authority 15455 65 Avenue South Seattle, WA 98188 -2583 PO #: 14531 Project #: 404 Project: Pickering Court Contact: Steve Jefferis Turnaround: 5 Days PACIFIC RIM ENVIRONMENTAL, INC. BULK SAMPLE ANALYSIS REPORT PRE #: Report #: Report Date: Date Received: Date Analyzed: 2000 -0400 2000 -3 -416 03/31/00 03/13/00 03/28/00 Page: 3 of 3 Analyst: Fred Golloway Client/Lab Number Samp a Location & Description Asbestos Type /'% Other Material Date Analyzed 836 2000.3.440 Prope Building, Tar - Ilke SInk, y 402, Community Kitchen. material from beneath Chrysotlle (1 - %). Cellulose (41 %), Tar, Mineral Aggregate. 04/05/00 637 2000.3.441 Property Building, Light brown, (layer (layer 402, Community Entry, rubbery cove base ) with Tight brown mastic ). • None Detected (both layers). Layer 1: Cellulose ( <1 %), Vinyl, Mineral Aggregate. Layer 2; Cellulose (<1 %), Adhesive, Mineral Aggregate. 04/05/00 638 2000.3.442 Prope Build' Drawn white mud w (Wain ty 402, Community , Entry. vinyl material (layer 1) with astic (layer 2) on white th brown paper (layer 3). coating material). Layer 1 (vinyl): Chrysotlle (1 -3 %), Layer 2 (Mastic): None Detected. Layer 3 (mud): Chrysotlle (1.3 %), Layer 1: Vinyl. Layer 2: Cellulose (41%), Adhesive, Mineral Aggregate. Layer 3; Cellulose (35- 40 %), Binder, Mineral Aggregate. 04/05/00 639 2000 -3 -443 Property 402, Community Buildi g, Entry. Light b own floor tile (layer 1) with light brown tar mastic (layer 2). Note: astics are Inseparable. Layer 1 (tile): Chrysotile (5.7 %). Layer 2 (mastic): Chrysotlle (3 -5Y.). Layer 1: Mineral Aggregate, Binder, Layer 2: Cellulose ( <1 %), Tar, Mineral Aggregate. 04/05/00 APR -06 -00 03:00 PM CLIENT; PO #: Project #: Project; Contact: Turnaround: Pacific Rim Enuiron. Inc PACIFIC RIM ENVIRONMENTAL, INC, BULK SAMPLE ANALYSIS REPORT ng County Housing Authority 1 455 65 Avenue South S attle, WA 98188 -2583 1 616 4 2 S ringwood S eve Jefferis 5 Days 206 244 9096 PRE #: Report #: Report Date; Date Received: Date Analyzed; Page: Analyst: 2000 -0404 2000 -3 -440 04/06/00 03/14/00 04/05/00 2 of 3 Fred Golloway P.03 NAMt;: M ttNb ONLY KING COUNTY 140tJSING AUTFIORITY ADMINISTRATIVE Ot VICtS 15455 - 65" AVENUE SOOT I, SI ATI*1.ts, WA 98188 I'L1 ASL 1.381..,1VER I I-11. t'C)J,I,OW1N(i 1'AGI S TO: t)A 1 t;: TIMI3 :,4. /5 8UStN8SS OI2 b8PARTMt NT: . 'AX NUMB.ER:_...C j t t,"' piOM: BY: We are transmitting pages (including this cover letter). It' transmission is not complete, plaagc call our switchboard at (206) 244 -7750, or 1'scsitiiiie at (20G)242 -0733, MEMO: LR8TURN CONPIRMA ION NAIL ORIOINAL :•.fi ��;y','`u'.. {:i'rcf1�.L1a: dT0�{a11.:i::ei^i5i: bay/ i ..`�'.'fs::�:...:v'.i:dwYu:hi.� morn GnYI�On�1�I�RL L�DO�RI ONE SciLab Reporting Limit is 0.005 %, or 50mg /kg. ELAP No: Page 1 of 1 NEW YORK • LOS ANGELES • BOSTON • ALBANY • RICHMOND 1; i:: �;' 3' i� .;h;s;�;,�.a'.•'. "wti:`�.:riCi s�;. iit'.: islii��i :."v,:.ii`.�SN:,.;::.:::a`" _.,.3,:. �;,��.: ... .... .SCIENTIFIC LABORATORIES OF 'CALIFORNIA, INC. 24416 SOUTH MAIN STREET • SUITE 308 CARSON, CA 90745 TEL: (310) 834 -4868 • FAX: (310) 834 -4772 SciLab Job# 400031393 Date Received 03/16/2000 Z _ Lead Analysis Results Date Analyzed: 03/17/2000 = f-: Paint Z 1 w EPA Method 3050/7420 6 v Pacific Rim Environmental, Inc. N a Seattle, WA J F Job Site: 2000 -0400; KCHA 2 ai SciLab # Client Sample % Lead Lead g ri ri 400031393 Number Location (w /w) (mg/kg = pp u. 01 630 White Paint On Face <0.005 <50 = W 02 631 Exterior Trim Paint, Dark Brown <0.005 <50 Z I 03 632 Blue & White Painted On Exterior Of Main Door 0.010 100 I— 0 04 633 Main Body Paint On Exterior <0.005 <50 W F- w 05 634 Light Brown Exterior Trim Paint <0.005 <50 • a 06 635 Interior Window Sill Paint, North Window <0.005 <50 0 c� . a l— W Li ' I-- • U LL r W Z U = ` O 1- Z Reviewed by: obert F. Lee, Ph. D. Inorganic Supervisor CLIENT: King County Housin P #: / y�-3/ SAMPLE TYPE: TURNAROUND : TIME: Authority #: `Y /7 ASBESTOS SAMPLE LEAD SAMPLE OTHER 3 -13-° Same Da Day 3 Days Days OTHER 15455 65 "' Avenue South PROJECT IIN Seattle, WA 98188 L NAME: _B �i ; T ` / 8 CONTACT: Steve Jefferi PROJEC PHONE: 206- 433 - 7364 ADDRESS: FAX: 206- 242 -0733 __ SAMPLE DATE SAMPLE NUMBER ANALYSIS TYPE SAMPLE DESCRIPTION /COMMENTS 1 l6' i6 .90 V/ SA //f/ • r'.f / (e' - . ; ' K . l r _��% ,� � / ■ c / r Al r, 4.. • , I / ; f kJ/ ic'%Q 5r// /' /,l/ t; j/ ‘, j 8 ew e � y , !- . 4 f ,, - /f err' 7 - -- __ 3V gyp, h — -^1 REL ASED Y: COMPANY /SIGNATURE DATE: TIME: DATE: TIME: ACCEPTED BY: co • NY • GN.ATURE llfr�� - 3 -13-° II. U r THORIZATION TO RELEASE RESULTS TO THE FOLLOWING: ONTACT: CLIENT CONTACTED: DATE: PACIFIC RIM ENVIRONMENTAL, INC. Chain of Custod Please check one CORPORATE OFFICE: 6510 Soulhcenter Blvd., Tukwila, WA 98188: Phone (206) 244 -8965, Fax (206) 244 -9096 FAIRBANKS OFFICE: 2400 College Road, Fairbanks, AK 99709: Phone /Fax (907) 452 -3974, Pager (907) 496 -7626 — T TIME. C OMME N T: E #: FAX #: 1 111II•Wutw.ml'I,•,..,.• 1.uu..l• 1..i .. •l.v REL THORIZATION TO RELEASE RESULTS TO THE FOLLOWING: O NTACT: CLIENT CONTACTED: � COMPANY/ IGNATURE DATE: PACIFIC RIM ENVIRONMENTAL, INC. GATE CJ TIME: A PTEL TIME. Please check one CORPORATE OFFICE: 6510 Sutithcenter Blvd., Tukwila, WA 98188 Phone (206) 244 -8965, Fax (206) 244 -9096 FAIRBANKS OFFICE: 2400 College Road, Fairbanks, AK 99709: Phone /Fax (907) 452 -3974, Pager (907) 496 -7626 : COMPANY /SIGNATURE DATE: 3 - 13 - 0b COMMENT FAX #: TIME: 1(4 ..1 - 11 r •V, utw. 14'I.•m. . • I u ..d • a •Ii: Jr∎ Z W re -1 C.) 00 co o v) W co LL w J LL < c I W Z w D t] 0 O N O I-- w • O w Z cn 0 Z L.1101111 UI ‘..ULUUy u_ "LSt. LW —O J NYD� CLIENT: King County Housin PO #: #: NAME: ADDRESS: SAMPLE TYPE: TURNAROUND : Authority ' % `,. / t ' ASBESTOS SAMPLE LEAD SAMPLE OTHER Same Day 3 Days Days OTHER 15455 65` Avenue South PROJECT Seattle, WA 98188 10 .,P �, e e � • ..‘,, f � � z/ CONTACT: Steve Jefferis PROJECT PHONE: 206- 433 -7364 // f 206- 242 -0733 FAX: SAMPLE DATE SAMPLE NUMBER ANALYSIS TYPE _ r SAMPLE DESCRIPTION /COMMENTS _--! I /./pr : ,''j � -,.. I -.• ,,Y;: ;a 2r , ! !•' ��%..'' , ;;; ;,, � /:, ie 7 � :l e7? i.1_112" ,..;P. , j-%. #' e2c5if' / / L3 ') 1 - ) it .! .cw%;:' •••1'• .. / 40 i REL THORIZATION TO RELEASE RESULTS TO THE FOLLOWING: O NTACT: CLIENT CONTACTED: � COMPANY/ IGNATURE DATE: PACIFIC RIM ENVIRONMENTAL, INC. GATE CJ TIME: A PTEL TIME. Please check one CORPORATE OFFICE: 6510 Sutithcenter Blvd., Tukwila, WA 98188 Phone (206) 244 -8965, Fax (206) 244 -9096 FAIRBANKS OFFICE: 2400 College Road, Fairbanks, AK 99709: Phone /Fax (907) 452 -3974, Pager (907) 496 -7626 : COMPANY /SIGNATURE DATE: 3 - 13 - 0b COMMENT FAX #: TIME: 1(4 ..1 - 11 r •V, utw. 14'I.•m. . • I u ..d • a •Ii: Jr∎ Z W re -1 C.) 00 co o v) W co LL w J LL < c I W Z w D t] 0 O N O I-- w • O w Z cn 0 Z - K ; . DIS1=4N.._. Z 1 W J U 00 J = H W � co 2 d F W Z = I- O Z W U � 0- a I- WW - O Z W U= H � O Z z W re .J 0 U U LIJ J = H 0) LL W • } u. Id I- W Z = I O Z H O • - O I-- W u. O W Z U � O 1- King County Housing Authority Asbestos and Lead Survey At Riverton Terrace 14468 -41st Avenue South Seattle, WA Prepared by Prezant Associates Inc. October 11, 1999 Section 1 Executive Summary 2 Introduction 3 Regulatory Compliance 4 Sampling Plan & Lab Analysis 5 Survey Results 6 Conclusions & Recommendations 7 Limits of survey Appendix A Lab Results B Field Notes & Sample Locations C Certifications . 2..�rc...L .i.w0. . n. y,w 41..6.ry 4. . S4 1 ,vi`r l'i∎4ti1:�, +..4'3'Vi:u ' ` .,' `~ ~• _ ( / ' Material Description Location Asbestos Content Quantity Removal Cost. 12 "x12" tan vinyl floor tile with mastic 1et floor Tile: 2% Mastic 3% N/A N/A 12 "x12" tan vinyl floor tile with mastic 2nd floor Tile: 3% Mastic: 2% N/A N/A Fire door Front door Assumed 1 N/A IMO Introduction On October 6, 1999, Donald Swanby conducted an inspection for suspected asbestos - containing building materials, and lead- containing coatings at the 14468 -41 Ave. S. Seattle, WA. Mr. Swanby is an Environmental Protection Agency (EPA) Accredited Building Inspector. All accessible building areas were visited and samples were taken of building materials suspected to contain asbestos (vinyl floor tile, gypsum wallboard, etc.) and lead based coatings. The samples obtained were analyzed for the presence of asbestos or lead, as applicable. In addition, the quantity of asbestos - containing materials was estimated. Please see Table 2 for an inventory of sampled building materials. Sample locations are indicated on attached site drawings in Appendix B. o n c u l l n q . I a r n i n g L a b o r a t o r y 1.0 Executive Summary 1.1 Asbestos TABLE 1 - Summary of Asbestos - Containing Building Materials Found at 14468 -41S Ave. S. Seattle, WA. Prezant Associates, Inc. 330 6th Avenue North Suite 11200 Seattle, WA 98109 Voice 206.281,8858 Fax 208.281.8922 .�,...... �...,_..s�/,.:, •:.+ Y Vw.; s'..✓::' �x�l' y'`' si- atvy.. �.;: e+ f+: i�tu ,�.,i.m:.vx.;.si..<.)...,a,� >4igr.»t»i,�Si,G %i,ii�r:: 14468.41 AVE S. SURVEY RPT 10/07/991:26 PM 1.2 Lead Based on laboratory analysis, one coating sampled at 14468 -41 Ave. S. Seattle, WA. Contains detectable quantities of lead. The presence of lead in coatings raises concerns about worker and environmental protection. Special precautions will need to be taken to renovate or demolish the buildings on this property. These recommendations are addressed in the Regulatory Compliance section. See table 3 for an inventory of lead paint coatings sampled. 14466.41°T AVE S. SURVEY RPT 10/07/991:25 PM KCHA PICKERING COURT BURNDALE HOMES RIVERTONTERRACE 1.0 GENERAL DESCRIPTION OF THE WORK A. PICKERING COURT 1. Plumbing work consists of replacing the existing plumbing fixtures with new making necessary piping rerouting, adjustments, and connections to fit the new fixtures, providing all the new materials and accessories that are required and installing seismic bracing for the hot water heaters. 2. Ventilation work consists of removing existing toilet exhaust fans and kitchen range hoods, cleaning and repairing the ductwork and installing new toilet exhaust fans and new kitchen range hoods. B. BURNDALE HOMES SECTION 15000 MECHANICAL REQUIREMENTS 1. Plumbing work consists of removing all domestic water piping from each building's service entrance piping and installing new copper pipe, water meter, valves, hangers and supports; replacing all plumbing fixtures with new; replacing sanitary piping in the crawl space; rerouting waste and vent piping as required to fit the remodeled configuration, and providing all the new materials and accessories that are required for a complete and operable residential plumbing system. 2. Heating and ventilation work consists of removing existing toilet exhaust fans and kitchen range hoods, cleaning and repairing all ductwork; installing new toilet exhaust fans and new kitchen range hoods and replacing the existing thermostats with new programmable thermostats. 3. Insulation work consists of insulating hot and cold water pipe throughout and insulating the heating supply and return ducts in the crawl space. C. RIVERTON TERRACE 1. Site work consists of installing a reduced pressure backflow preventer to the water service and a hot box for freeze protection. 2. Plumbing work consists of removing all domestic water piping from each building's service entrance piping and installing new copper pipe, valves, hangers and supports; replacing all plumbing fixtures with new; rerouting waste and vent piping as required to fit the remodeled configuration, and providing all the new materials and accessories that are required for a complete and operable residential plumbing system. 1 .wu.45.... _.I�:.JZ "hu v.�..tLCi.'+NLai�i= "'__ �'> �.L41L 1.- ::::.;FV. "•..'Sii'.f:ir m ^ ••., .+ s4+•+ tu=: w�>' 1L^.. r.+ aa: t_.: u. Y�^ et.:.:: 1 .:}:'rtvlacitim+�:,..... - -.... .. '.., .. �....�..+.�+�+a +V+�•.•v..rW i r•a W'•'t...rv....- ....�. KCHA PICKERING COURT BURNDALE HOMES RIVERTONTERRACE A. PICKERING COURT SECTION 15000 MECHANICAL REQUIREMENTS 3. Ventilation work consists of removing existing toilet exhaust fans and kitchen range hoods, cleaning and repairing the ductwork and installing new toilet exhaust fans and new kitchen range hoods. 1 w 4. Insulation work consists of insulating hot and cold water pipe throughout. J o 1.1 SUBMITTALS U CO o CO LU LLJ A. Submit five (5) copies of submittal data to the Architect. 10a_ 0 B. Submit submittals complete for each section, e.g. Plumbing, Heat & Vent, and g Insulation, piecemeal submittals will be returned. g co C. Do not procure any equipment or materials until approved submittals have been I W received. Z = 1-o 1.2 QUALITY ASSURANCE A. Perform all work using tradesmen skilled in their trade. p N. 01— Ill B. Perform all work in compliance with the local codes. v L C. Where drawing or specification requirements are more stringent than code iii requirements, the more stringent requirement shall control. U O D. Arrange for required inspections with the authority having jurisdiction. Z E. Notify inspectors at least 24 hours before the inspection is to be made. 2.0 PRODUCTS Items listed are the preferred items. Similar items by other manufacturers may be substituted when approved by the Owner. 1. Toilet: Kohler Devonshire Toilet Model K -3457 with K -4653 Seat and K- 7637 Angle Stop & Supply. 2. Kitchen Sink: Elkay Model STLR- 3322 -R Double Bowl stainless steel sink with LK -35 basket strainer and Delta 530 WF MPU Faucet with spray. 3. Bathroom Lavatory: Crane Model 1 -319 with Delta WF MPU Faucet. 2 KCHA PICKERING COURT BURNDALE HOMES RIVERTONTERRACE C. RIVERTON TERRACE 1. See Plumbing Schedule on Plumbing Drawings. 2.0 EXECUTION 3 SECTION 15000 MECHANICAL REQUIREMENTS 4. Shower: Kohler Sonata Shower Module K -1599 with K -9132 Shower Drain, K- 701214 Shower Door and Delta DM 3641 Shower Valve, 5. Bath: Kohler Dynametrics Bath K -519 or k -520 with K- 7160 -AF Bath Grain, K -6881 Diverter Spout, K- 704215 Bath Door and Delta DM 3641 Shower Valve, B. BURNDALE HOMES 1. See Plumbing Schedule on Plumbing Drawings. 2. Duct Insulation: 1" thick closed cell polyethylene; Armstrong or Rubatex 3. Programmable Thermostat: Honeywell Model T8112D1005 D. COMMON ITEMS 1. Kitchen Range Hood: Broan Model 76000 2. Toilet Exhaust Fan: Panasonic Model FV- 07VQ -52, 70 cfm. 3. Toilet Exhaust Fan: Panasonic Model FV- 08VQ -75, 90 cfm. 4. Angle Supply Stops: Brasscraft OR17C 5. Riser Tubes: Brasscraft 1- 12A -CF 6. Continuous Waste: Keeney R17 7. P -Trap: 17 gauge with Cleanout; Keeney 305 or PlumbShop PSB7160 A. Plumbing 1. Take measurements at the site before cutting any materials. 2. Set all plumbing fixtures level and true. 3. See Burndale Homes and Riverton Terrace Plumbing Drawings for additional requirements. B. Heating and Ventilating 1. Vacuum and brush clean interior of all ductwork. 2. Repair damaged and leaking ducts. 3. Install Kitchen range hoods where shown on the Architectural drawings and seal connection to exhaust duct. 4. Install toilet exhaust fan in same location that old fan was installed and seal connection to exhaust duct. 5. Install new thermostat in same location that old thermostat was installed. KCHA PICKERING COURT BURNDALE HOMES RIVERTONTERRACE C. Insulation 1. Take measurements at the site before cutting any materials. 2. Fit -up insulation so there are no gaps. 3. Remove insulation from ducts in crawl space and brush clean the surface. 4. Provide wire or plastic ties in addition to adhesive to secure insulation to ducts. 5. Insulate all hot and cold water pipes. 6. Insulate all ducts in crawl spaces. 7. Seal all seams and joints 8. Do not insulate reduced pressure backflow preventer or associated piping. END OF SECTION 4 SECTION 15000 MECHANICAL REQUIREMENTS .v .: �wsr.: 6f:... 6r..::.; cx:. wfA .t.��Y4 ";•vYt+,:i..n- , ....... _... Jv:t�.J(fii KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 16010 - GENERAL PROVISIONS SECTION 16000 ELECTRICAL PART 1 SUMMARY 1.1 This specification establishes minimum standards and guidelines for providing complete and operational electrical installations. The contractor shall provide all materials, and apparatus not specifically mentioned herein, but which are necessary to make the installation complete and operational. PART 2 REQUIREMENTS 2.1 Codes: Conform to the National Electrical Code , State of Washington Electrical Code and local ordinances. If any conflict occurs between government adopted code rules and this specification, the codes shall govern. 2.2 Permits and Fees: Obtain and pay for all required licenses, permits and inspections. 2.3 Warranty: One full year after commencement of occupancy.. 2.4 Submittals: A. Submittals and Supporting Data: The EC shall prepare equipment data sheets for equipment to be installed and submit this material to the Architect. The equipment and systems requiring submittal material include the following: • Receptacles and Switches • Load Centers • Lighting Fixtures 2.8 Construction/As -Built Drawings: Provide one (1) full print set at the job site, kept continually updated. Submit to Architect at completion of project. 16011 - BASIC MATERIALS AND METHODS PART 1 GENERAL 1.1 The contractors' work shall conform with all specified requirements for materials and installation methods, cutting building construction, painting, clean-up, and workmanship. All materials shall be new unless noted otherwise. PART 2 MATERIALS 2.1 Materials: All equipment shall be listed by Underwriters Laboratories or other approved testing organization and shall be so labeled, unless specifically approved by the Owner and local code authority. A. Electrical connections for new and relocated equipment shall include control connections and wiring where necessary to make equipment fully operational upon completion of the project. Coordinate with other trades to confirm responsibility for control wiring and devices. 16000 - , 21 akti,;101044draarAts z I. w 0 00 v -Il- a) Li. w 2 � Q = • d Z = 1- O Z 1- • o 0 o I- w W • U O id Z O~ z KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 3.2 Interface With Other Trades: Continually coordinate work with other trades. When a conflict with another trade becomes apparent notify General Contractor and Architect immediately. z w 3.3 Clean Up: Continually remove debris resulting from the electrical installation work. Clean all electrical equipment at completion of project. -- 6 J U U c UJ 16030 - TESTING w PART 1 GENERAL w O 1.1. Test the electrical systems for proper operation and provide certification that the entire installation is functioning properly and complies with all applicable codes. U- < cn PART 2 TESTS & METHODS �m _ 2.1 Receptacles & Devices: Test each receptacle installed for proper polarity and open grounds. Test all z (- ground fault circuit interrupter type receptacles utilizing an instrument specifically manufactured for z O that purpose. UJ ui H PART 1 GENERAL L I 1.1 General: The project includes renovation of the existing building, including demolition of devices and Ili z co wiring associated with a variety of systems. U F -' PART 2 MATERIALS 0 2.1 Materials: Existing materials and equipment removed as part of this work may not be reinstalled unless specifically approved by the Architect and Owner. 16050 - EXISTING SYSTEMS 16120 - CONDUCTORS AND TERMINATIONS SECTION 16000 ELECTRICAL PART 1 GENERAL 1.1 Provide all necessary conductors, splices and terminations required to provide complete and operational electrical systems. Comply with NEC Article 336, and all other applicable codes and standards of practice. PART 2 MATERIALS 2.1 Copper, insulated for 600V. Types NM, NMC and NMS. Aluminum or copper clad aluminum conductors not permitted.. Minimum size shall be #12 AWG except for control and low voltage wiring. 2.2 Splices: Solderless type only. Pre - insulated "twist -on" type (limited to size #10 and smaller). Bolt or compression set type with application of pre - formed insulated cover, heat shrinkable tubing or plastic insulated tape acceptable for all sizes. 16000 - 2 falts KCHA SECTION 16000 PICKERING COURT ELECTRICAL BURNDALE HOMES RIVERTON TERRACE 2.3 Terminations: Compression set, bolted or screw terminal. Conductors #12 and smaller shall utilize eye or forked tongue type compression set terminator when termination is to a bolted screw set type z terminal block or terminal cabinet. H z C w 16130 - OUTLET AND PULL BOXES v p � PART 1 GENERAL J = 1.1 Description: Provide all necessary outlet, junction and pull boxes required for installation of devices cn i; and wiring per code. w 0 2 PART 2 MATERIALS 5 L.L.< 2.1 Interior Wiring. Pressed steel or non - metallic boxes may be used at contractor's option. Where type S d NMS wiring is used the minimum box size shall be 2 -gang. Mount outlet boxes for receptacles and w other devices at 18" unless indicated otherwise on drawings. z I- 1— O z I- 2.2 Exterior Wiring: All boxes shall be labeled for damp or wet locations as applicable. Lu U � 0- 1- wW L O ui z — I 0 z 16140 - SWITCHES AND RECEPTACLES PART 1 GENERAL 1.1 Description: Provide all necessary wiring devices, complete with device plates. PART 2 MATERIALS 2.1 Color. Ivory. 2.2 Switches: Residential Grade, back and side wired, rated 120 volts, 15 amp 2.3 ReceptaclesResidential grade, NEMA 5 -15R, as manufactured by Hubbell, Pass & Seymour, Eagle, Bryant or GE. 2.4 Ground Fault Circuit Interrupter (GFCI) Receptacle: Residential Grade, NEMA 5 -15R configuration, duplex receptacle with 4 -6 milliamps leakage current trip level. Hubbell, Pass & Seymour, Leviton or approved equal. Provide ground fault receptacles wherever required by code. 2.5 Plates: Plastic, unless noted other, of same color as device. Exterior device plates shall be weatherproof utilizing Bell #RCH1 -DR or Perfect Line WGF100 -C hinged and gasketted cover assemblies. 16145 — BASEBOARD HEAT PART 1 GENERAL 1.1 Description: Provide new liquid filled baseboard heat units per drawings. PART 2 MATERIALS 16000 - 3 KCHA PICKERING COURT BURNDALE HOMES RIVERTON TERRACE 2.1 Baseboard: Softheat as manufactured by Cadet, 240 volt, lengths and wattages per drawings. 2.2 Programmable Thermostat, wall mount: Cadet T4700 2.3 Thermostat, integral: Cadet EBKA 1 -24 SECTION 16471 LOAD CENTERS PART 1 GENERAL 1.1 Provide Load Centers, dead front type complete and fully operational. PART 2 MATERIALS 2.1 Branch Panels: Branch panels may consist of Load Center type panels with plug -in breakers. Neutrals shall be 100% rated. 2.2 Provide typewritten index with complete load designations as typed on panel schedules. 2.3 Manufacturer: The manufacturer shall be Square D, ITE Siemens, GE or Westinghouse. SECTION 16500 - LIGHTING PART 1 GENERAL 1.1 Provide a new lighting system complete and fully operational and in conformance with code and U.L. listing requirements. 1.2 Catalog Numbers: Model and series numbers indicate design intent in terms of fixture quality and general requirements. The actual fixtures submitted shall correspond with the number of lamps, wattage, ceiling type and any other specific performance and installation requirements specified or shown on drawings. PART 2 MATERIALS 2.1 Lamps: Fluorescent type: Bi -pin, T -8 rapid start, 32 watt, 3500 °K color temperature unless otherwise noted. Compact TT and DTT, 3500 °K color temperature unless otherwise noted. 2.2 Lamps: Incandescent: Inside frosted, 120V, filament lamps rated for 2500 hours of life (extended service type). Reflector incandescent type rated for 2000 hours of life. 2.3 Ballasts: Shall be HPF (greater than 90 %), UL and CBM listed, and certified by ETL. Shall be Class P, high power factor type; "A" sound rating. Each ballast captive bolt mounted in ballast channel and individually protected by an in -line GMF fuse in a Bussman HLR fuseholder. 2.4 Acceptable manufacturers: EBT, Advance, Magnatek, Valmont, Osram. 16000 - 4 SECTION 16000 ELECTRICAL i�Yriinw y seinir.+.'�e� rsisr. r4s'i o�w ":i XIMIllovittwatmveavrm .i `? �.J KCHA SECTION 16000 PICKERING COURT ELECTRICAL BURNDALE HOMES RIVERTON TERRACE SECTION 16780 - TELEVISION DISTRIBUTION SYSTEM PART 1 GENERAL 1.1 Provide TV cable and jacksas required to distribute TV signals to multiple locations within each unit PART 2 MATERIALS 2.1 Approved Manufacturers: RCA, Blonder- Tongue, or approved equal. 2.2 Cable: System coax cable shall be 82 channel, 75 ohm 18 gauge solid conductor, duofoil shielded, RG 6/U type cable. Belden 9248 or approved equal. 2.3 Outlets: Provide Type F connector. 16000 - 5 n.Ys'.:.:.�i:ar :.S4i3LJ.'• , . :t ti;cw.l�ir u:.ui..iu7:.:�" c :aXwif YS'wb�:++6t,ci`.:o:5:. T July 26, 2004 Cert No. 0402 -25 Dear Mr. Larson: Kenneth B: Foot President CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 96034 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Riverton Terrace Housing Project, Building A 14440 41st Avenue S Permit No. D03 -273 (, 1 L Respectfully, CASCADE TESTING LABORATORY, INC. KIRKLAND: (425) 823 -9600 SEATTLE: (206) 525 -6700 FAX: (425) 823 -2203 EVERETT: (425) 259 -0617 This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities. 1. Epoxy anchor bolts All work as inspected and tested 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. RECEI 'JUL d3 , ') • TI July 26, 2004 Cert No. 0402 -25 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Riverton Terrace Housing Project, Building A 14440 4I st Avenue S Permit No.. D03-273 4 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. 1. Epoxy anchor bolts All work as inspected and tested conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, TJBC and related codes and/or verbal or written instructions from the Engineer of Record. Respectfully, CASCADE TESTING LABORATORY, INC. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 Kenneth B. Foot —� President KIRKLAND: (425) 823 -9800 SEATTLE: (206] 525 -6700 FAX: (425) 823 -2203 EVERETT: (425) 259-0817 RECEIVED JUL 2 6 2004 DEPARTMENT OWIIS31 3atOSuO dLO :T0 .170 92 T nr ACTIVITY NUMBER: D03 -273 DATE: 09 -04 -03 PROJECT NAME: K.C. HOUSING AUTHORITY - BLDG A SITE ADDRESS: 14440 41 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after permit Is Issued DEPARTMENTS: Val $1 44) q-fe Buil ing Division tjj PubJ5orks„ 9- -43 DETERMINATION OF COMPLETENESS: Complete [X Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Documents /routing slip.doc 2 -28.02 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LU% �2t:Y:l PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 612 4 61 -c)3 Fire Prevention LT Structural ❑ (Tues., Thurs.) DUE DATE: 09 -09 -03 ❑ No further Review Required PERMIT COORD COPY Via— q 0s Planning Division Permit Coordinator X Not Applicable ❑ DUE DATE: 10 -07 -03 Not Approved (attach comments) ❑ DATE: RIVERTON TERRACE UNIT ALLOCATION IL TOTAL SQUARE FOOTAGE UnFt Type list 1st FLR 2nd FLR � "TOTAL TOTAL � !Buildings i Units SF Total a l a 1 c 1 TWO BEDROOM UNITS 17.280 UP-2BR j 480 480 960 t 6 6 6 18 1 t � � � � � � SUBTOTAL 18 172e0 THREE BEDROOM UNITS UP -38R 600 600 1200 S 5 6,000 SUBTOTAL _ 5 6,000 Fit BIMON UNITS UP-41R 7141 7141 1389 1 4 i I S 6,945 = t � � � 1 t � SUBTOTAL 5 6,945 FINE EBRD11 UNITS 11P-58t 836 816 1632 2 2 3264 SIAIIITAI 2 3,264 jTOTI6I5I6I3I416I I I 33,489 • PHOTOS OF EXISTING CONDITIONS King County Housing Authority Renovation of Exisiting Units EXISTING WINDOWS TO BE REPLACED EXISTING EXTERIOR PATIO EXISTING CRAM- SPACE VENT COVER TO BE REPLACED DOM GPM VOCE Hair I.L a EXISTING STAIR E2d' IG ClitiK. SPICE ■ e ce EXISTING DETERIORATING THRESHOLD AT EXTERIOR SLIDING DOOR Ext5T1NG LOOSE MING TO BE REPLACED AND FOJECT TEAM: OMER I DEVELWER KING C',O NTY HOUShNCs AUTHORITY CONTACT: RICH=ARD CURRIE 600 ANDOVER PARK W. SEATTLE, W4SNINCsTOW 98188 -3326 NNE: (206) 514 -1219 FAX: (206) 514 -1224 eMAIL: DIOKC• KC•I -IAaO G TONCIN /HOYI`E I LOKAN ARCHITECTURE 4 URBAN DESIGN CONTACT: JOIN D'4&4CNE 204 FIRST AVENUE 50UTN SEATTLE, WA 98104 ONE: (206) 624 -1880 FAX: (206) 622 -1166 eMAIL: JOIND•THL-ARCACCM STRUCTURAL ENGINEER 11. GROSS STRUCTURAL ENGINEERS CONTACT: MICHAEL 201 1i2 FIRST AVE SOUTH SUITE 250 SEATTLE. WASHINGTON 98104 RIME: (206) 623 - 0169 FAX (206) 623 -9051 eMAIL: MICHAELCALGROSS.001 MEC ANICAL EhrsNEER EVERGREEN BOWERS MU, INC CONTACT: DAN 1-EALY 4052 NE. %TH STREET SEATTLE. WASHNCsTON 98115 RV*: (206) 525 -1011 FAX (206) 521 -2119 eMAIL: DIaEALY•FOXIdTERINETNET ELECTRICAL MIER D.E. 5PAN4LNG P.ECTRICAL SCAMPS CONTACT: DONALD E. SPARLNG 1510 20TH AVE NNE SEATTLE. 1LL451 INCsTON 98115-4402 PHONE: (206) 522 -2023 FAX: (206) 525 -5313 ei"IAIL: DONIDESPARLICs021 SF 5UIII4RY as FILM 1ST Ri Tout REVISIONS NO CHANGES EMU!. 'ESE MAC TO THE SCOPE OF V FtK WITHOUT PRIOR 44,r'PROVAL OF TUKWIIA BUILDING DIVISION. avows you WW1 A NIX KM 1111111MN. ti ttiCLI XE OaDIT' 'PL AIM PEWS !I' 2.880 3,x000 2.880 2„346 2,856 2.880 2,881 3.8811 2.880 2.346 2.;856 2.888 5.764 6,e111 5.761 4,692 5,712 5,760 Doi -273 • SEPARATE PERMIT REQUIRED FOR: MECHANICAL gELECTRICAL LUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION SITE ADDRESS 14440 41ST AVIE SOUTH TUKWILA, WASHINGTON KJNG COWTY TAX 0 : 004000-0191-0S 004000-0198-04 004000-0199-03 004000-0205-05 LEGAL ESCIFT ION: -ADAMS HOE TR5 E 3 FT - ADAMS HOME TR5 LESS W 295 FT LESS S 15 FT 4 LESS E 3 FT TROP -ADAMS HOME TI S 115 FT LESS W 29,5 FT LESS E 3 FT -ADAMS HOE MS PROJECT PESCIPTION: BUILDINGS AND ALL APARTMENT UNITS, WITHIN DESIGNATED BUILDINGS, ARE SC ULED FOR ItVICATED BUILDING FAIRS TI-ESE WILL INCLUDE WINDOW REPLACEMENTS AND ASSOCIATED EXTERIOR REPAIRS, STRUCTURAL, VENTILATION, HEATN3, ELECTRICAL, LIGHTINCs, PLUMBI14 3, INSULATION AHD INTERIOR FINISH WORK THE EXISTING UNIT RANGE HOODS WILL BE REPLACED AND VENTED TO THE OUTSIDE. THE EXISTING BATHROOMS FANS WILL BE PLACED ON TIERS FOR MOLE HOUSE VENTILATION AND VENTED TO THE OUTSIDE. THE EXISTING FUMING SYSTEMS SHALL BE REPLACED. INTERIOR DOORS, CABINETS, PLUMBING AND LK14T1NG FMS AND APPLIANCES SHALL BE REPLACED. ASSOCIATED 14IAZ -MAT WORK SHALL BE FERFOFTIED N CaUUCTION UJTI4 D1310LITIal MD OMER WORK. SEPARATE CODE SUMMARY PERMIT AND APPROVAL REQUIRED CGNSTRUCTIC W TYPE: TYPE V -N, NUN- SPRWLERED LAID USE ZONE:R (HIGH Deem RESIDENTIAL) OCCUPANCY (BUILDIN S CODS FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance- Receipt of con - tractors copy of approved plans BY Date /1 Permit No. , nog 33 MCKANIC& POU D01"ESTIC WATER SERVICE R -I (TC 40USES) A -3/B (CCR MOWS HUILDINCs) p G 4L NOTES t DETAILS PP)13 SCi�EMATIC RISEFBa, WITS - 41 r - 273 -- 33.489 , -• 1 r 1 a____*1391th �1 414- I ' ; I - �- " i 1 a , U I` i` i i E 1 1 l 1 CI r --- i i 1 I �, € i ' S 144th St � t X - ii 16 1111 St } ARCUTECTURAL A00.1 TITLE .SWEET A002 GENERAL NOTES A1U EXISTING SITE A20.1 2 BR WIT PLAN "" • A21.1 BUILDING ABC JF PLAN A62.1 INTERIOR DETAILS A10.1 UANDCA DETAILS A80a1 INTERIOR ELEVATIONS A802 INTERIOR ELEVATIONS FI0 tot vk SHEET INEX STRUCTURAL 510 STRUCTURAL GENERAL NOTES 5310 CONC "' TE DETAILS S40 Uk OD FRAMS DETAILS ELECTRICAL EIOJ SYMBOLS AND A88REYIATIArS E102 PANELS SCHEDULES E20J 2 BR lWT ELECTRICAL PLAN E202 3 1 4 B2 WIT ELECTRICAL PLANS E20.3 5 8R WIT fLEGTRIGAL PLAN Pt' 1:2144.3.11,40 i €4..ticAr rev-- t 4g) It7u L. ei A, BUILDING Ac IF EXISTING FOUNDATION PLAN f # ~ /: 1 • _ — j A 4111111 a , I 17 t • VICINITY MAP Not to Saha 0 REFERENCE DRAWINGS ONLY S E P 0 4 41 l' p.W o � m A cl ›Y; 2 Q v E ml 411 ISSUE PERMIT SET AUGUST 12, 2003 FOR PEWIT G1$ ors oacou r1wm w11rrwo OCR MOM w*1s 1 alp • UMW 10w1r1•r Apl1111111lrwla1sR MOM *AVING ITTUE TITLE SWEET SCALE: PLOT D‘TE: CAD Fit.. PROJ. VCR.: DRAF'TFR: SIM V. W CC 0 co o m r. in to Ng "to c■P .p .. ri w o • co O co O C4 A aD to co a ▪ .. z o x C%2a DO3Z73 . mow. • Mr PMOL ITION NOTES: L DEMOLITION REQUIRED FOR REPAIRS, RENOVATION AND UPGRADES: FOLLOW STRUCTURAL DETAILS TO DETERMINE EXTENT OF DEMOLITION REWIRED TO INSTALL NEW STRUCTURAL ELEMENTS. LEAVE AS MUCH CF THE EXISTING BUILDINGS A6 POSSIBLE. 2. REMOVE AJ.L EXISTING FLOORING AND MASTIC. REMOVE ULIOLE VINYL TILES, NOT N PIECES, ALONG WITH MASTIC. (SEE 14AZ -MAT SPECFICATIONS) RE 1OVE ALL EXISTING VINYL FLOORING AND CARPET THROUGHOUT WiTS REMOVE SLEFLOORNcb INCLUDING BUT NOT LIMITED TO THE FOLLOWINCG± A WIT KITCHEN B. WIT BATHROOMS 4. REMOVE ALL EXISTING DRYWALL AT WALLS, CELiNGS, AND OTHER LOCATIONS. REMOVE ALL EXISTING ACOUSTICAL TILE CEILINGS AND MASTIC. ($EE HAZ -MAT SPECFICATIONS.) 5. REFER TO NEW FLOOR PLANS FOR LOCATION OF NEW WORK INCLUDING NEW PLUMBING AND ELECTRRICAL. SYSTEMS. CONTRACTORS ABILITY TO WORK WITHIN EXISTING CRAWSPAGES IS SPATIALLY RESTRICTED. AT CONTRACTORS OPTION, ACCESS TO CRAUL.SPAC:E MAY BE GAINED BY RiMMOVNG EXISTING PLYWOOD SUE FLOORING AND INSULATION/ WHERE SU FLOORI G AND INSULATION IS REMOVED, IT SHALL BE REPLACED WITH NEW CDX PLYWOOD AND INSULATION AT NO ADDITIONAL. COST TO THE OIUNER PROJECT BIDS SHALL ANTICIPATE. REMOVE EXISTING SU &FLOOR SEE STRUCTURAL PLANS FOR DIAGRAMMATIC LAYOUT OF SUEFLOOR REMOVAL/ REPLACEMENT ALONG WITH ASSOCIATED DETAILS. G. FOR DEMOLITION TO ALLOW FOR PEW MECHANICAL ANICAL *ID ELECTRICAL WORK, REFER TO SPECIFICATIONS AND DRA 1*ks3 PRIOR TO START OF DEMOLITION R14 TRACERS TO DETERMINE EXISTING LINE LOCATIONS, F NECESSARY. PROVIDE PEW FLOOR AND CEILING PENETRATIONS FOR PLUMING, HEATING AND ELECTRICAL COiDUITS. ALL CARE DRILLING IS TO BE COORDINATED WITH THE ARCHITECT, BUILDING AVER AND STRUCTURAL ENGINEER VERIFY ANY CORE DRILLNCs RESTRICTIONS W/ ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO START OF WORT( 8 EXISTING FRAMED INTERIOR PARTITION WALLS ON ALL FLOORS ARE PRMARILY WOOD STUDS WiT 4 GUS EACH SiDE (EXISTING GWB TO BE 9. REMOVE EXISTING WALL SECTIONS AS REQUIRED FOR PEW WORK IV. REMOVE iO1/E ALL EXISTNS WATER SUPPLY PLLI BNG PIPE AND ELECTRICAL WIRING TO ACCOMODATE NEW PLUMING AND ELECTRICAL SYSTEM NSTALLATIONS 11. SEE SPECIFICATIONS FOR I AZ -THAT INFORMATION. ASSUME ALL EXISTING CONDITIONS INCLUDING FLOORS, WALLS AND CELINGS TO CONTAIN HAZARDOUS MATERIALS (A' EESTO6, ETC) UNLESS SPECFICALLY KNOWN (AND TESTED) OfERLISE. COONTRACTORMIAY PROVIDE ADDITIONAL TESTING AT THEIR OPTION AND EXPIENSE. PROVIDE ALL IAZ -MAT DEMIOLITIONL, REMOVAL AND CERTIFICATION N ACCORDANCE WITH ALL EXISTING CODES AND REGULATIONS. NS. I CENEI4L NOTES: 1M A. .4 3- COLOR 4' x 8' PLYWOOD PROJECT SIGN AS DIRECTED BY THE OUTER OILER WILL PRO- VIDE SICG1dACGE. LE i i trtlN G, PAINTS AND MOWTNG SHALL BE DETERMINED BY OILER 8 . TIE DRAWNGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK CONTRACTORS WILL FIELD VERIFY EXISTING CONDITIONS AND ALERT ARCH/ OWI■R TO ANY INFORRESEE 4 CONI6TRJC- TiON DIFFICULTIES BEFORE BEGINNING WORK FIELD VERIFICATION SMALL INCLUDE, BUT NOT BE LIMITED TO THOSE RECUIRED FOR NEW DOORS, EASEWORK, AP C:ABFETRY. C. UTILITIES: TIE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES THE CONTRACTOR UJLL BE RESPONSIBLE FOR TEMPORARY UTILITES. CARE MUST BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITES AM) SERVICE. D. PRE-CONSTRUCTION MEETING: PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, TIE CONTRACTOR WILL SCHEDULE A PRE- C04STRUCT1ON i"EETINCG WiTH TIE LOCAL BUILDING DEPAR'TM'ENT OR LOCAL PUBLIC WORKS DEPARTMENT. VERIFY WHICH AC.GENGY WODU" BE INVOLVED. DURING THiS MEETING, THE CONTRACTOR WILL PROVIDE LOCAL INSPECTOR WITH A PROPOSED CONSTRUCTION SCa.EDUL.E. THE CONTRACTOR AND INSPECTOR WILL THEN TENTATIVELY SGIEDIL.E SEVERAL PHASED I PEC:TIC445. E. PHASING: TIE PROJECT SHALL BE PHASED TO ALLOW PARTIAL OCCUPANCY OF THE SITE TO REMAIN WHILE CONSTRUCTION IS UNDERWAY. iECESSARY PRECALITiCNS SHALL BE TAKEN FOR SAFETY AND WELL -HENG OF ON -SITE RRESIDENT5 F. ABBREVIATiONS: THROUGHOUT THE PLANS ARE ABBREVIATIONS U$410U ARE N COITION USE. REFER TO THE SPECIFICATIONS FOR DEFINITIONS. THE ARCHITECT WILL DEFINE ANY THAT ARE N QUESTION. G. REPETITIVE: TYPICAL WALL SECTIONS, TRIM FINISHES AND DETAILS ARE NOT INDICATED EVERYWHERE THEY OC.cUIR 014 PLANS. ELEVATIONS AND SECTION!: REFER TO DETAILED DRAURNIGS. CONTRACTOR TO PROVIDE WORK THROUGHOUT F DRAIN N FULL. H4. TIONS: CONTRACTOR WILL OBTAN AND PAY FOR ALL PERMITS NECESSARY OTHER THAN THE BASIC BUILDINGS PERMIT. CONTRACTOR WILL ALSO PAY FOR 4 SECURE THE PLUMBING FERMIT AND PAY ALL OTHER CHAMES, FEES, OR COSTS CHARGED BY THE BULDING AND CONSTRUCTION DEPARTMENM3, UITIliTY AGENCIES, OR PRIVATE COMPANIES U141014 RECilIRE SUCH COSTS FOR OR PRIOR TO INSTALLATIONS L J. NOTHING N THE DRAWINGS ANDICR THE SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION N VIOLATION OF APPLICABLE CODES AND/OR RESTRICTION& SHOULD ANY CHANGE 14 THE MAILINGS OE NECESSARY N ORDER TO COMPLY WITH AMICABLE CODES A•DIi01R REGUREMENTS, THE CONTRACTOR WILL NoTFY TIE ARCHITECT AT ONCE AND CEASE WORK WIORK ON ALL PARTS OF THIS CONTRACT WILL BE N FILL. ACCORDANCE MATH THE LATEST RILES, REGULATIONS, RESTRICTIONS, REQUIREMENTS AND CODES. ALL WORK WILL COWORM TO THE LATEST EDITION. I.NFOR1 BWLDINS CODE (NBC) INCLUDING ALL AMENDMENTS ADOPTED BY TIE CITY. K. COPFLUGT: N CASE OF ANY CONFLICT MIEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPE0FIED DO NOT E UAL, OR EXCEED TIE REGUIRBIB4T5 OF THE LAWS OR GROP4ANC /33, TIE LAWS OR ODES WILL CsOVERt NOTIFY THE AROHITECT CF ALL CONFLICTS L DIMENSIONS: SURVEY: DI'ENSIONIS OF SITE CONDITIONS AND EXISTING !BUILDINGS ARE BASED CON INFOiRRMATION SUPPLIED BY ORIGINAL. CONSTRUCTION DRUM& ARCHITECT GEARS NO RESPONSIBILITY FOR ACCURACY OF PREVIOUS DIMENSIONS ARE TYPICALLY SHOWN MOMi FACE OF EXISTING FINISHES TO FACE OF PEW SUDS AT INTERIOR WALLS, UNLESS DETAILED OTHERWISE ON DRAM S& DO NOT SCALE DRAUNG& THE CONTRACTOR SHALL USE DIMENSIONS SWORN 014 TIE DRAWNGS AND ACTUAL FIELD MFASUREMENTS. NOTIFY THE ARCHITECT F ANY DISCREPANCIES ARE FOUND. TIE CONTRACTOR WILL VERIFY ALL ROUG14 -N DIMENSIONS FOR TIE E4WIPPENT FURNISHED AND INSTALLED BY MMSEL.F OR HERSELF OR OTHER& TIE CONTRACTOR WILL CONSULT TIE PLANS OF ALL TRADES FOR OPE411436 THROUGH SLAM WALLS, CELNGS AND ROOFS FOR DUCTS, PIPES, / �4IW CABINETS, AND EDIT, ANb WILL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. ML SHOP : PROVIDE SHOP DRAJI1/406 FOR THE ARCHITECT'S / OUINER'S APPROVAL AND AS REQUIRED BY THE CITY PRIOR TO CONSTRUCTION. NO WORK REGMIIRINCs SHOP DRAWINGS OR APPROVED SAMPLE INSTALLATIONS SMALL BE DONE PRIOR TO THEIR APPROVAL. N, CONTRACTOR TO COORDINATE 4 SCHEDULE tISPECT- iONS WITH BUILDING DEPARTMENT 4 HRE DEPART- MENT, CITY UTILITIES, WEALTH DEPARTMENT AND ALL OTHER CITY I COUNTY AGENCES, AND ALSO WITH SPECIAL INSPECTIONS CONTRACTOR& O. APPROPRIATE PEW FLOOR LIDERI.AYMBNTS SHALL BE INSTALLED THROUGHOUT. CONTRACTOR TO OBTAIN WRITTEN ACCEPTANCE OF ANY FLOOR UNDERLAYM E NT PRODUCT. THE ARCHITECT AMMO NO LIABILITY FOR THE FLOORING PRODUCT AND ITS CONNECTION WITH ADJACENT MATERIALS P CONTRACTOR WILL HAVE A COPY OF THE WFR *1 BUILDING CODE, LATEST EDITION, AML? ALL CITY ON SITE FOR REFERENCE TO IEEE 3Ni;ED SECTIONS HEREIN Q CONTRACTOR TO PROVIDE OSIER WITH COMPLETE RECORD DRAWINGS FOR TIE RB4OVATION WORK AND NEW FUMING 4 HEATING, VENLTiLATION 4 AIR CONDITTONNG, ELECTRICAL SYSTEMS AS WELL AS OTHER WORK CONCEALED BY FINISHED SURFACES INSTALLED OR ENCOUNTERED puma THIS PROJECT. R PROVIDE PROTECTION OF PEDESTRIAN RIGHT-OF-WAYS PER CITY REQUIREIVNTSDZNTRAcToR TO PROVIDE STREET USE PERMITS FOR THIS PROJECT. A HAZARDOUS MATERIALS: CONTRACTOR IS RESPONSIBLE FOR ALL APPRovALS, 16113"10VAL, DISPOSAL. 4 CERTFICATION NOT COiM PLETED BY OWINER AND A6 REQUIRED BY LAL B - SOiL CONNL)ITRONB: THE AscHTTEcT 4 AVER ASSLI'E NO RESPONSIBILITY AS TO THE PHYSICAL CHARACIERIST1CS OF THE SOL, NOR VAS ACCURACY OF DATA SUPPLIED BY Ofl & C. PERMITS: CONTRACTOR TO MAKE NECESSARY AR- RANGEMENTS OR SE iliE NECESSARY PEWITS WITH TIE CITY OM REQUIRED FOR SITE WORK OR TO BLOCK SIDEILALKS OR STREETS DALE TO CONSTRUCTIOL SAFETY: CONTRACTOR MILL BE REEMN SBL.E FOR ALL RECLINED SAFETY PRECAUTIONS ANt7► METHODS, SEigSIC r , OR PROCEDURES REQUIRED TO PERFORM THE WORK, E- PROTECT ALL. ADJACENT PROPERTY AND VEGETATION PIOD'TECT ALL STREET Tom, MOUES, MOUES, POLES, UTILITY EQUIPMENT AND OTHER APPURTENANCES ON PUBLIC 3� aiagaZ A WE STRUCTURAL. DRAMS AND NOTES FOR ADDITIONAL INFORMATION. 40 l f & A. NELATIONk Pp VIC E GALVANIC NSILAT1ON BETIEEN! DISSIMILAR METAL.& CONTRACTOR SMALL PANT ALL METAL STACKS, METAL CC M/FM . VENTS, OWLS, OR LOUVERS INCH PROJECT 1H ROUST MILLS OR IRO OF AND HIRE N VIBE COLOR BY MEi11ECT_ B. ALL DtPOED EXTERIOR METAL WILL BE GAWKED. R3lF A STOPS 4 DAMPERS: FIRE STOPS N WALL, SOFFITED CEILINGS, ETC., &MALL BE PROVIDED PER UNFORPI BUILDING CODE REQUIREMENTS. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RENPIN AIR CUT- LETS, INLETS OR DUCTS PENETRATING FIRE RATED AeeieleLE8, ENCLOSURES, WALLS, FLOORS OR SURFACES AS REQUIRED BY FIRE DEPARTMENT. B. WOOD: ALL WOOD N CONTACT WITH CONCRETE TO BE PRESSURE TREATED PER WFORM BWLDNG CODE. ALL SUCH LOCO USED N CONSTRUCTION MIST BE LOCATED AT NON-BEARING PARTITION WALLS AND MUST BE USED N FIRE TREATED AS INDICATED N DRAIINGS. Cam. BLOCKING PROVIDE WHERE RREtAIIIRED. NGLLDNG, BUT NOT LIMITED TO DOORSTOPS, TOLL BAR, AND TOILET ACC ESSORIES FOR ACCESSILE WITS, SEE ACCESSIBILITY GUIDELINES WA. 60 IHEMALAMINFEMZEGMII A. OPENINGS: ALL O ' INGS TO BE CAKED, SEALED OR WEATHER- STRIPPED. PROVIDE BACKER ROD PER SPECS 4 MiANNFACTURER"S RECOMMENDATIONS. B. VAPOR . CONTINUOUS APPROVED VAPOR BARRRRLERS WILL SE INSTALLED ON TIE HEATED SIDE OF ALL THERMAL INSULATION INSTALLED. C„ INISUL.ATICONL LIIERRE PEW OR UPGRADED INSULATION IS REMISED, PROVIDE INSULATION L.ATION AS FOLLOWS AND AS INDICATED ON NEW ROCF WALL NSULATKON FLOOR INSULATION WALL BELOW GRADE NSIL. 1 R-38 R -19 R -Yd R -10 A GLAZING: PROVIDE NEW GLAZING PER (INFORM BALMS CODE AND WASHINGTON ENERGY CODE (REP CHAPTER 5, BALDING DESIGN BY COMPONENT PERFORMANCE APPROACH). GLAZING N LOCATIONS ACT TO HIlIAN IMPACT, SUCH AS PANES N DOORS, GLAZNS WITHIN A 24' ARC OF A DOOR OPEMNG, GLAZING WTHN TB' OF THE FLOOR (AND IS OVER 9 SQ. FEET PER PANEL) WILL SE TEMPERED OR LAMINATED SAFETY GLASS PER INFORM BUILDING CODE SECTION 2406. GL.AZINrG U -VALUE U - AO MAXIMUM. 8 CONTRACTOR WILL PROVIDE COMPLETE OPERATING HARDWARE AND DOOR STOPS FOR EACH DOOR OR WINDOW OPINING NOTED ON SCHEDULES INCLUDING ALL ACCESSORES REQUIRED FOR COMPLETE INiSTALLATI ON METIER NOTED OR Nor. sus MEM THE CONTRACTOR WILL BE BOND TO TIE FINISH SCIEDULE OF ROOMS AM SPACES, OUT WILL BE ALSO RESPONSIBLE TO PROVIDE OTHER MIATERiAL.S NOT DESIGNATED N THE SCI- EDUL.E F MIRED N THE FIELD TO CREATE A FIND PRODUCT AT TUALK, FLOORS, CEILING, DOOR/3, IIWCU AND ALL O'T'HER SOFFITS, TREADS, R. LEVELNG AND PAT0414G WERE REQUIRED. OBVIOUSLY, ALL AREAS WITHIN NH THE MITTS ARE TO BE FILLY FI+WSIED, NEW FISHES THROUGHOUT SMALL BE REQUIRED. ARCHITECT SMALL CLARIFY TYPES AND COLOR OF FI ES *ERE/ F aJESTICAS ARISE p� PROVIDE MATER RESISTANT GYPSUM II LL- BOARD AT ALL UNIT BATHPN 0CM, LAUNDRY ROOM, UTLITY ROOM, &IV POTENTIALLY ' lET' AREAS. KIATER-FESISTANT GYPSU"1 WALLBOARD SHALL NOT BE INSTALLED OVER A VAPOR RETARDER OR OR CEILINGS. GS. Cw BL.00ICE4Cx PRIOR TO WALLING GOB INSTALL E LOGGING. PROVIDE WIALK -111141 MMTN OINBR AND ARCurrEcr TO MP BIBURE ALL NEcESSAirr BLOACNIs HAG BEEN INSTALLED PRIOR TO COVERING FRAI'ANICS WITH CAB. • D. GYPSUM WALLBOARD TO BE INSTALLED AS FOLLOWS AT NEW CONSTRUCTION LINL.ES6 NOTED OTHERWISE: E. F. SD A B. C. D. E. F. G. H. EXTERIOR WALLS: Rb" TYPE 'X' GILD PARTY WALLS 4 CORRIDOR WAILS: OAL.LR INTERIOR CEILINGS 1 41" TYPE 'X' GILD 515►" TYPE 'X' TO BE INSTALLED BEHIND ALL FIXTURES NCLLDNG TUBS AND SNOOKERS TO MAINTAIN REQUIRED FIRE - RESISTIVITY FLAi"E SPREAD CLASSIFICATION 6 FOR FINISHES PER U SC SECTION 804. ALL HALLS AND CEILINGS SHALL BE TEXTURED (ORANGE PEEL) AND PAINTED, SEE SPECFICATIONS. MECHANICAL WORK SMALL CONFORM TO PRAK111 GS AND TO tUORKIREGIIIRSIENTS INDICATED HELEN. F. MECHANICAL WORK SHALL BE COORDINATED BY TIE GENERAL CONTRACTOR WITH TIE STORK INDICATED IEREN. ALL EXISTING SUPPLY WATER PLLhI3NG PIPE TO BE REPLACED FUMING G AtNID SEWER PIPE SIZING AND PECHAINICAL SIZING TO BE IN ACCORDANCE WITH THE DRAWINGS AND WITH RECCVMENDED PRACTICES AS PER CURRENTLY ADOPTED NATIONAL., STATE OR LOCAL REGULATIONS. ALL SERVICE WATER PIPING WILL BE THERMALLY INSULATED TO R -5. ALL PIPING, DUCTS AND CONDUIT SILALL BE LOCATED WITHIN PEW OR EXISTING WALLS 4 CEILINGS. UNLESS NOTED OTHERWISE (OR CONCEAU1ENT IS NOT POSEBLE OR ED) PROVIDE SHOP DRAWINGS PRIOR TO FABRICA- TION AND INSTALLATION OF ITEMS FABRICATED N THE SHOP FOR APPROVAL BY THE AVER AND THE ARCHITECT. NOTABLE MEMO NCLLDE. BUT ARE NOT LIMITED TO CABINETS AND DOORSAUNDOLS CONTRACTOR TO FRAME OPENINGS N WALLS, CEILINGS AND FLOORS FOR WAG AND OTHER MECHANICAL OR ELECTRICAL WORK WHERE REGIIJIRRED AND NOT OTHERWISE SFIOWINI ON THE PLANS. PRROVIDE ACCESS DOORS U ERRS REQUITED BY CODE J. PROVIDE FIRE - TREATED (L P BACACINCG, FURRING, STRIPPING OR BLOOMS REQJIRED FOR INSTALLATION AND ATTACHMENT OF WORK OF ALL OTHER TRADES. PROVIDE AND INSTALL. VENTING FOR ALL DRYER LOCATIONS, TO OUTSIDE, AS REWIRED ST LINPON1 BUILDING COM, 1141FORI MECHANICAL ICAL CODE SECTION 9la8 *V AS SHOW ON DRIWRl . 10. to rr`*rar-a (2) LAYERS ' 3 *T TYPE 'X' GILD 1b' GIS (MN) A WORK IS TO CONFORM TO THE DRAININGS AND TO ILIOROREQUIREMENTS INDICATED HEREIN AND BE SLlTABL E FOR THE NTENt7ED USES CF TIE SPACES. 8 ELECTRICAL WOW ILi L L. BE COORDINATED BY THE GENERAL CONTRACTOR WITH THE WORK INDICATED HEREIN. C.. ALL EXISTING URNL': SHALL BE REPLACED. ELECTRICAL SERVICE REGILIE3 ENTS AND MIRING TO BE 14 ACCORDANCE WITH THE DRAWINGS GS AND RECOMMENDED PRACTICES AS PER CURRENTLY ADOPTED NATIONAL, STATE, AND/17R LOCAL REGULATIONS. D. THE CONTRACTOR ILL NCL.LI7E AND PROVIDE ALL POWER COMPANY'S COST TO INSTALL TEMPORARY' CONSTRLGTK)!Nl AND MY NEW SERVICE TO POWER BUE.DNG: THESE COSTS WILL INCLUDE VAULTS, TRANSFOWERS, Ai VICE LINES, HANDHOLDS AAD ALL OflER EGUIPMENT AND LABOR MIMED AIDKOR NECESSARY. TIE CONTRACTOR LILL ALSO INCLUDE ALL OTTER COSTS TO PRO IDE ADEQUATE SERvICE FRll THE FACILITY TO THE POINT OF THE POSER COMPANNI'TS TEIiMR ATLONI E. PROVIDE TOO SOLD CF MINER FOR EONdT SIGNS AID EMERGENCY EXiT LiGHTP F. CUTLETS N SMT04 L. o 41IONIS AID B R %NITS TO eE INSTALLED PER ISASIOrsTC01Nl STATE BARRIER- CODE LIGIFTiO 4 SMTOi N COP 14 AREAS PER NEC AV WPM 03- 2?3 • PROVIDE FIRE EXTINGUISHERS AND SEMI - RESEED AS RREGYJIRED BY INFORM FIRE CODE STANDARD 104 PROVIDE AND INSTALL SMOKE DETECTORS PER DRAWINGS AND TIE WFCRM BUILDING CODE. SMOKE DETECTORS SHALL RECEIVE THEIR PR MART POWER FROM THE BUILDING IIJIRII& E. PROVIDE FIRE EXTNGUISHER6 AND CABINETS PER CITY REQUIT EJ'I34TS LOCATE AS SlIOUN ON DRAWINGS OR LOCATE ONE (1) PER 3,000 8MARE FOOT AREA AND 15' MAXIMUM DISTANCE OF TRAVEL G. HL 120 A B. FIRE WARNING SYSTEMS PER UNIFORM B ALMS CODE APENDMENT6 TO BE PROVIDED. THE FIRE DETECTION AND ALARM SYSTEM SHALL MEET THE REQUIREMENTS OF THE WFOR M BUILDING CODE AND AS SPECFED 14 TIE UNIFORM BUILDING CODE SECTION 3103 SHOP DRAWINGS WILL BE REGAJIRED FOR ALARM SYSTEM. WHERE $81- REcES6ED CABINETS (FIRE EXTINGUISHER ETC) OCCUR N FIRE RATED WAILS, LINE OPENINGS WITH %' TYPE . X GYPSUM WALLBOARD, INCLUDING SLFFAC.E BEHiNLD CABINET. MAINTAIN FIRE - PROTECTION REGMJIRTS BEHIND FIXTURES AND SMOKERS FIRE BLOCKS AND DRAFT -STOPS PER INFORM SUILDNG CODE SECTIONS 106, 10S, 4 110 PROVIDE FIRE- STOPPING AT ALL FLOOR 4 WALL PENETRATIONS AG REQUIRED BY FIRE DEPARTMENT. ALL PARTY WALLS, CORRIDOR WALLS AM FLOORS emEEN UNITS WILL MEET OR EXCEED AN S.T.C. 50 OR MORE. PROVIDE INSULATION AND AC CF- S6ORRES READ TO MEET STANDARD. CEILINGS WILL SE OF A CONTINUOUS FIRE - FESISTiVE MEMBRANE an' MAY HAVE OPENINGS FOR COPPER, SHEET STEEL OR FERROUS PLUMBING PIPES, DUCTS, AND ELECTRICAL OUTLET BOXES, PROVIDED TIE AREAS OF SUCH OPENINGS TI-POUGIH TIE cELNG AGGREGATE NOT MiORRE THAN VW MIME INCHES FOR ANY 100 MORE FEET OF CEiLNG AREA IDIYIDUAL ELECTRICAL OUTLET BOXES WILL BE OF STEEL AND NOT GREATER THAN 16 SQUARE NOES IN AREA C. STAIR NOTES ENSURE TIE FOLLOKINS AND NOTIFY OVER APO ARCI4ITECT OF ANY DEVIATIONS 14 EXISTING CONDITIONS►. I) HEADROal 6'-8' MINIM 4 WIDTH 36' MIN I 2) TREAD HID' 111411111, RISER 1 V2" MAXIIIPI. 3) TOP OF HANDRAIL WILL BE 34" MNI"kII AND 38' MAXIMUM ABOVE TIE STAIR Meta . HANDRAIL WILL BE Pe 11114111 AND 2' MIAXMIM N CMGS SECTION. HANDRAIL RILL B E S P A C E D NOT LESS T H A N 14' FROM WALL RETIFN MS OF HANDRAIL 4) HANDRAILS N =M014 AREAS SHALL CC)PIP .Y WITH II46INNIGTON STATE - FREE REQUIREMENTS, EXCEPT UMW EXN>E"P'T. 5) ALL INTERIOR STARS ARE EXISTNCs CONSTRUGTIONL, orcEPT PEW LOBBY STAR NASI4ING a4 STATE MOW COVE AND SASISGTON STATE VENTILATION AI AR QIALIIY CODE ALL NEW WORK SNNALL CONFORM TO THE SASH#NCsTON STATE EiEMY CODE (MLSEG) AND TIE LIA154414sTON STATE VE4TLATiON AND INDOOR: AiR aLAL.TY CODE 1.ty Aa 2 THE MELON LISTED RECUREMENTS ARE NOT ALL INCLUSIVE /SO ARE FOR THE PUMP0SE Cr FEA11 "s KEY PORTIONS OF THE ABOVE RACED CODE'S. V ALL NCI EXTERIOR .JOINTS SHALL CON- FORM TO SI$E C 5O2 2) NEW RE QED LIGHTING FIXTURES SHALL TO lima 5024 4 3) EA04 MELLING INT "MALL BE MR1H WHOLE H OWE VBNTt.ATiGN SYSTEMS DE ED AND INSTALLED TO SATISFY II&YJAQC SECTIONS ,303.2 (VENTILATION CRITERIA FOR ALL'R' OOMPAINCIES FOR CONTINUOUSLY OPERATING Fes,) 4) SOURCE E SPECIFIC EXHAUST FOR CONTNIJOUSLY OPERATIPO FNS. 5) ALL orNER OCCI PACES $l1LL COMM TO MEC. 31,4_ 6) ALL R' OCCUPANCES SHALL CONFORM TO CHAPTER S 1R+ADAN1 RESISTIVE cO.1RICTION STANDARDV. 0' pro wwk.0 S_P ' ' 1V -7 oz. Ir- „ NS OF /WT DEVIATION 11 EXISTING UNITS) A EVERY SLEEPING ROM! TO HAVE AT LEAST ONE OPERABLE UU OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. D. I) THE WINDOM WILL BE OPERABLE FROM TIE INSIDE TO PROVIDE A FILL CLEAR OPENING WITHOUT TIE USE OF SEPARATE TOOLS. 2) ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOM WILL HAVE A MINI M.11 NET CLEAR OPENING OF 51 SQUARE FEET. 3) TIE MINIMUM NET CLEAR OPENING HEIGHT DF'ENISIO1N WILL BE 24 INCHES (24'). TIE MNMIM NET CLEAR OPENING WIDTH DIMEN- SION WILL BE 20 INDIES (20'). 4) WHERE ILINDOILIS ARE PROVIDED AS MEANS OF ESCAPE OR RESCUE, THEY WILL HAVE A F14181ED SILL WEIGHT OF NO MORE THAN 44 INCHES (44 ") ABOVE THE FLOOR S. ALL HABITABLE ROOMS WITHIN A DUELLING WiT SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OP@NNG6 WITH AN AREA NOT LESS THAN ONE TENTH (LAO) OF TIE FLOOR AREA OF SUCH ROOM WITH A MIAMI CF 10 (TEN) SQUARE FEET. C. ALL HABITABLE R0OOMS, EXCEPT KITCHENS WITHIN A DWELLING WiTS SILALL BE PROVIDED 11T"HT NIATURAL. VENTILATION BY MEANS OF OPENL4BLE EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN CiNE TWENTIETH (1R0) OF THE FLOOR AMA CF SUCH ROOMS WITH A MINI'A,M OF FIVE (5) =LORE FEET. ALL SHOLIER AREAS SILL BE FINISHED WiTH A SM10aTH N2441360REENT MATERIAL TO A HEIGHT OF 10" ABOVE DRAIN INLET. THIS MATERIAL SHALL BE INSTALLED AS NOTED (OR F OTHERWISE NOT NOTED) OVER WATER - RESISTANT GYPSLiM WALLBOARD. WATER RESISTANT GLIB SI-LOLL NOT BE INSTALLED OVER A VAPOR RETARDER OR ON CELUIG& E. DOORS AND PANELS OF SNORER AND BATHTUB B4 CLOSURES SHLALL BE OF SAFETY GLAZING MATERIAL WITH MNM,M 23 KITCHEN RANGE, DRYER BATHROOM AND LAW) RY RROOII VENTILATION DUCTS SMALL HAVE SMOOTH, NON-COMBUSTIBLE, NON - SURFACE AND WILL BE WITH BACK-DRAFT DAMS (INSULATE PER W. EC. II)1ERE APP"LI:ABLE) F. 14 BATHROOM, WATER CLOSET COMPARTMENTS, LAIN DRY ROOMS, AND SN"LAR ROOMS, A MECRANICAL VIE NITL ATiON SYSTEM CONPECTED DIRECTLY TO THE OUTSIDE, CAPABLE CF PROVIDING 5 (FIVE) AIR Cl4A NHGES PER HIOLR, WILL BE PROvIDED. SUCH SYSTEMS SHALL BE CONNECTED DIRECTLY TO TIE OUTSIDE AM THE POINT OF DISCHARGE WILL BE AT LEAST 3 FROM ANY OPBNNG INTO TIE EuILDNG. (I IS(L.ATE PER IUSE.G. WHERE APPLICABLE) G. EVERY UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE CF M44NTAINNdt's AN AVERAGE ROOM TEMPERATURE OF 1D DEGREES FAHRENHEIT III ALL HABITABLE ROOM AND BATY#RC C RS IIE1!1 OUTSIDE AIR TEMPERATURE IS 24 DEGREES FAIEIT. H. ALL OCCUPANCY AGCESSORES SUCH AS GRAB BAIRS, TOSE1. BARS, PAPER DIMMERS, SOAP DISHES, ETC, PROVIDED ON OR WITHIN MALLS, MALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL FMRIOMi MOISTURE EXTEND FIE - RESISTIVE WALL PROTECTION TO THE SILL PLATE BEHIND ND AiCM R CINDER THE TIM AND SNORER WITS 111104 ABUT A ' FIRE -RATED MALL J. VENT CHASES SILALL BE CONSTRICTED FOR FIRE-MIME SHAFTS MIEN REWIRED. 1C ALL NEW GLAZING WITH 1 410$ OF FUMING N G DIWUN INLET SHALL BE SAFETY GLAM. L LMT SHA R FLAI TO 25 GPI" t PER UPC. MASI.1K TON STATE AMENDMENTS LAC 51-21b-1003 - WITER EFFICIENCY STANDARDS (b) (21 Mt B4TRANCE DOORS TO UNITS SHALL BE 2/0 P 4. RATED AND SHALL HAVE A DEAD LATO4 MTH AT LEAST r TH Row 11I404 PBETRATES THE STRIKER NOT LESS T441N DEAD BOLT OR LATCH TO BE OPERABLE FROM INSIDE I T14CM A KEY. EACH DOOR MR.L. HAVE AN OESERVAT CNI PORT 54' MOVE TIE FLOOR N. ALL SOLER STALLS SIi&LL HAVE FIRE MOCKING ZEMIN MIX O. COPICINHUSE EPII RY. MAINTENANCE. LANDOW, STORAGE *V OTNER SERVICE ROOM DOORS MOT BE SELF -MOSSO AID G` I OOP 4 CE. ;r: 4 ,13 o � a � CU A o � b • F-4 gie rem U .r O E d 0 CO O D t~ 1 m ilt NOD 0 CV 4 CA W Q D CO O CO 14 ' 0 DI ct P to p • .. w W ; x Oa Z O CM) n 41 04 1:4 E-� Z x ratel E4 C4 w �z DRAWING ISSUE PERMIT SET AUGUST Q, 2003 FORT ONLY us maw no um IIIMIMIND fat mow iliR«1 io 111 IIINICI IDIOM APID1111111010111 401111111111911111 MOW GENERAL NOTE5 `iIF: WA POT D %TF C AD F1tF: PM. MGR_: DROTFR.: .D • • i I I I 1 I 1 I 1 ■ 1 r ■ r 5ITE LEGEND � aRa11. SPACE VENT wGanoW, veer REPLACE very COVER GEE sPEcE+cntaNS RR -Po CRAW. SPACE ANT LOCATION AT INCH GRADE SLOPES IMAMS OPENING. INSTALL GALVANIZED WIDOW KEI.L SEE DETAIL 2 4 3 OH STET Alt) UNIT 14468 REPLACE VENT COVER MD REPAIR CONCRETE CRACK AT VENT OPB4 , SEE STR IG RAL CR4O( N CONCRETE FOIN)ATIGN WAIL SEE STRUCTURAL UNIT 14466 PLAN BLDG B UNIT 14464 UNIT 14462 4 UNIT 14460 • l � 4OTE: ALL BUILDINGS AND UNITS UJITNIN 514ALL EE RENOVATED EXCEPT BUILDING Ia (SENIOR DOUSING) AND NE COMMUNITY $U I L D INCA. SEE SLEETS 421.1 THROUGH 421.4 FOR ENLARGED BUILDING PLANS. 4 PROPERTY LINE (NOT IN CONTRACT) PROPERTY LINE • UNIT 14448 UNIT 14450 UNIT 14452 BLDG C UNIT 14454 UNIT 14456 UNIT 14458 COMMUNITY BLDG 1UNIT 14438 • BLDG E JJNFI 14434 UNIT 14432 TYPICAL EXISTING GALVANIZED VENT WELL PROPERTY LINE UNIT 14420 UNIT 14422 UNIT 14424 BLDG F UNIT 14426 UNIT 14428 UNIT 14434 c APPROXIMATE naps VENT COYER (VERPY) DO CEDAR VENT FRAME, PAINTED SECTION AT CRAWL SPACE VENT V?" DIA. RAH, r . /i * : \ ' �, Al STEEL �, \i ` jy , \�� wiND w WELL \ \ \ / \\ /r \/ v.y, \\(/ `,./ 4 2 PEA GRAVEL / / / / / r \ �i. ':\ \„, \\/\ ..,,\ • (74 I I W 1 1 c I CO r ■ r I . I I— :D 0 E ) 4 s CV GLI MING ISSUE MERIT SET AUGUST Q, 2003 FOR PST ONLY uscorrer Me INN MIIIPAIND SCR AIM AMON= AND • NNW 1110NM AID PIMINI ANCIS swavourretams MAIM TM/ SITE PLAN SC AILF: WA PLOT WT.: CAD FILE: PR(U_ WGR_: .�D DR%FTFR_ Ain No 0411.1 1 • i I I I 1 I 1 I 1 ■ 1 r ■ r 5ITE LEGEND � aRa11. SPACE VENT wGanoW, veer REPLACE very COVER GEE sPEcE+cntaNS RR -Po CRAW. SPACE ANT LOCATION AT INCH GRADE SLOPES IMAMS OPENING. INSTALL GALVANIZED WIDOW KEI.L SEE DETAIL 2 4 3 OH STET Alt) UNIT 14468 REPLACE VENT COVER MD REPAIR CONCRETE CRACK AT VENT OPB4 , SEE STR IG RAL CR4O( N CONCRETE FOIN)ATIGN WAIL SEE STRUCTURAL UNIT 14466 PLAN BLDG B UNIT 14464 UNIT 14462 4 UNIT 14460 • l � 4OTE: ALL BUILDINGS AND UNITS UJITNIN 514ALL EE RENOVATED EXCEPT BUILDING Ia (SENIOR DOUSING) AND NE COMMUNITY $U I L D INCA. SEE SLEETS 421.1 THROUGH 421.4 FOR ENLARGED BUILDING PLANS. 4 PROPERTY LINE (NOT IN CONTRACT) PROPERTY LINE • UNIT 14448 UNIT 14450 UNIT 14452 BLDG C UNIT 14454 UNIT 14456 UNIT 14458 COMMUNITY BLDG 1UNIT 14438 • BLDG E JJNFI 14434 UNIT 14432 TYPICAL EXISTING GALVANIZED VENT WELL PROPERTY LINE UNIT 14420 UNIT 14422 UNIT 14424 BLDG F UNIT 14426 UNIT 14428 UNIT 14434 c APPROXIMATE naps VENT COYER (VERPY) DO CEDAR VENT FRAME, PAINTED SECTION AT CRAWL SPACE VENT V?" DIA. RAH, r . /i * : \ ' �, Al STEEL �, \i ` jy , \�� wiND w WELL \ \ \ / \\ /r \/ v.y, \\(/ `,./ 4 2 PEA GRAVEL / / / / / r \ �i. ':\ \„, \\/\ ..,,\ • (74 I I W 1 1 c I CO r ■ r I . I I— :D 0 E ) 4 s QEMQJ,ITION GENERAL NOTE8 (typIcAL ALL oats) ALL UNIT INTERIOR FINISHES SHALL DE REMOVED DCI1N TO EXPOSED WOOD FRAMING. (WOOD FRAMING TO REMAIN), NCLUDNG BUT NOT LIMITED TO: CEILING AM) WALL GM, CABINETS, MILLIOOK uX 004 4IC RUDER BASE, DOORS AND DOOR HARDWAFE. FLOOR F14161E6 TO BE IRE MOVED TO PLYWOOD SUBSTRATE. NOTE SPECIAL CONDITIONS AT UNIT KITCHEN AND BATHROCM6. REFER TO OEJ1OLITION MOTES !BELOW AND THE SPECIFICATION FOR ADDTIONAL INFORMATIONL REFER TO FINISH SO LE TO IMRE ADEMATE SUBSTRATE PNEPARATION FOR FEW FINISHES. SALVAGE ITEMS: SALVAGE FOR RETURN TO OILER ALL ITEMS NOTED "SALVAGE ". -- ASBESTOS =WANING MATERIALS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOLIINCx TEXTURED CEILINGS, FLOOR TILES, FLOOR AND BASE MASTIC, GMEI TAPE/OCMPOU ID, REFER TO 14.42-MAT REPORTS, UI4ICI4 ARE NCLtVED N THE TICH& CO4TRAcTOR TO INSURE DEMOLITION CAF THESE MATERIALS FOLLOW THE GUIDELIES OF MLASHNGTCINI STATE LABOR AND INDUSTRIES, PUGET SOUND CLEAN AIR AiGB■ICY Apr) ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL AGENICES. DEMOLITION NOTED. $T TURAL/t�OUGI -I CARPENTR^�' -- REPLACE SELEC1ED PERIME1ER POETS N CRALLL SPACE. WHERE BOIL IS N CCU 4TACT WITH POSTS, POSTS SHALL BE REMOVED/REPLACED OR ELEVATED ONTO A CONCRETE PAD. ASSUP'E 2$004 BOARD FEET TO EE AFFECTED. SEE STRUCTURAL. -- DB10 FLOOR FINISHES AND PLYWOOD 8115- FLOOR1l TO EXPOSED FRAMING AT ALL KITCHENS, BAP-TROOPS AO LA V DRY ROCMB NEPECT EXPOSED FRAMING FOR DRYROT A t REPORT ANY STRUCTURAL DAMAGES BEFORE APPLYING NEW FfMISHES REFER TO WIT PLANS FOR LOCATION* -- REPLACE ill*O REFRAME ALL WINDOW ROUGH OPEN1N1G . CASEWOI ( -- R 1OME ALL KITCHEN( CABI&TS, COMERTOPS, A iV 8AT1p4ROOMI VANMTES. INSULATION -- FEMME DAMAGED EXISTING 1NSU t ATk 4 N ID: POSED CAVITES AND CRALLL SPACES INCLUDING 1451LATION "RAP AT DUCT WORK DOOR 4 WINDQWS - - REMOVE ALL INTERIM AND INTERIOR cweeT DOORS FIRAME& REMOVE DOOR HARDWARE. - - RE O* ALL EXTERIOR ENTRY I"ES. - - REMO'vE ALL EXISTING ALUJMIUI WIN OW& DEMO ALL ROUGH OPENNr& -- REP10VE EXISTM WOOD ELINOSJ314ADES FINISHES -- FEMME ALL Ge3 AT WALLS AND CELt1 .INSPECT AT EXISTNCs CAVATES FOR STRUCTURAL OR WATER DAMAGE REPORT ANY DAMAGE IM MED1ATELY. - - FEMME DdSTNCs vCTASHEET vNYL A/404 UJINDERLAI'MeIT PO114 TO SUB-FLOOR REMOVE ALL FAATBERS PREPARE NEW TO ENE NEE( FMIBHE& SPECIALTIES - - PPIOVEMPLACE GUMMED SIGNlAGE EQJIPI B IT ▪ REMOVE ALL EXISTING APPLIANCES PRIOR TO RENO VIt6 FROM 1 SITE ALLOW OI ER OPPOR AMITY TO SALVAGE ANY APPLIANCE TREY INN TO I. SUCH SALVAfED UNITS MALL EE RAILED D DOFF -51TE BY KOLA, UNITS TO EE HALED OFF-SITE BY CONTRACTOR MECH4ANIC4L (SEE ALSO MECH. DtuasisFiECs) PLUMING: -- REHOvE ALL PLUMBNG PLUMB MUSES AT ALL WITS, MUMS KITC•I SM(A, BATPIFC 11 LAYATORES, WATER CLOSET'S, gRalliCIERS AND SHOWN" WITS AND FAUCET& SEE MECHANICAL f -IVAG: -- MIME ALL ELEcTIRICAL BASEBOAPD HEATERS N ALL UNITS. • 'FU VIE ALL DOTING THERMOSTATS N ALL WT& vBdTILATION: RelOVE ALL WIT RANGE -- Retort ALL UHT usA HRDroR1 ExHAST FAN& -- Wry* ALL OW DRYER f 11ElTCNE ALL ELECTRICAL MSG. - OMEM COVER PLATE& ME EL/Z. 1IEIDVE ALL ExISTWei Lane WNW 0001.611. ELEICIFICAL -� MCP& *L RECIPICAL PAUL& SEE ELEC. NEW CONSTRUCTION NQ110 (TYPICAL ALL UNITS) ROI3N CARPENTRY - - ANCHOR SILL PLATES TO FOUNDATION IILAL.L& REFER TO DUILDNG PLANS FOR PERIMETER DIMENSIONS. SEE STRUCTURAL, -- REPLACE EXISTING CRAILI. SPACE VENTS: TYPICALLY, (2) PER WIT EXTEROR FACE. SEE BUILDING PLANT. -- INSTALL SELECTED NEW PERIMETER POSTS N CRAIILSPACE. SEE STRUCTURAL A86U1"E 2,5004 BOARD FEET. - - WALL BEAM-T TES EACH SIDE AT TOP OF ALL CRAILL SPACE POSTS. SEE STRUCTURAL -- PROVIDE METAL STRAPS OR I4OLDOOMN5 FOR STRUCTURAL SYSTEM TO RESIST WIND AND EARTHaJAKE FORCES, SEE STR ICTURAL. -- REPRAME ALL WINDOW OPENING& -- REFRAME ALL INTERIOR CLOSET DOOR OPENING, SEE ARCHITECTURAL ON?AIUNIG FOR ROUGH OPeING 612E6 AND SEE STRUCTURAL DRALL IG6 FOR DEADER PETALS. -- FRAME CUT ALL KITCHEN PASS-THROUGHS, FINISH WITH MB AND PANT TO MATCH ADJACENT WALL AREA$ -- REMAME KIT04 4 OF'GS, WHERE INDICATED ON ARCHITECTURAL DRAWINGS. -- INSTALL NEW 3/4' COX PLYWOOD SUB-WORM AT UNIT KITCHENS, AS NEEDED AND ALL SATIN OalS. -- PROVIDE BLOCKING FOR ALL NEW TOMEL. BARS, MIRRORS, DOOR STOPS. ETC. - - PROVIDE DRAT STOPS AT ALL PARTY WALLS. SEE DETAIL 5 ON SHEET A621 -- PROVIDE ATTIC AWES PANELS FOR AU. UNITS. MNM21 SIZE SHALL BE 22")C3D *, SEE UNIT PLAN AND DETAIL 4 ON SHEET A621 MILLWORK -- INSTALL NEW INTERIOR MILLWORK 1HROU aI4CaUT: 1NiCLU INCt POOR JAMS, WINDOW SUES, WALL BASE, AV OTI#R MI5. TRIM PER ARCHITECTURAL IlTE1R1OR ELEVATIONS -- INSTALL NEW WOOD 14 NDRALLLS AT ALL STAIRS (I) FER STAIR CA SEWORK -- INSTALL ALL KITCHEN CABINETS, BATI.#ROoll VANITIES AND COi61TERTOPs. RIFER TO ARC4111ra'AL INTERIOR ELEVATIONS. INSULATION - - REPLACE MIS6N6 143ULATIC14 AT EXTERIOR PERIMETER WALLS, CELNG6 AND AREAS TRADE ACCESSIBLE AT RfillO ED KITCHENSA114 SUBFL.00RS. INSULATION AT CELNGS, EIELC11 ROOF, 11JST MEET anew ENERGY CODES (R-30). DOOR - - INSTALL NISI E)cTEI SCR ENTRY -- INSTALL F#31 INTERIOR DOORS AND INTERIOR CLOSET DOOR'S. REFER TO DOOR SCHWULE AND SPECFICAT1ONS. -- WALL NM EXTERIOR MOB. 5$ SPECIFICATIONS. RIF AME SILL AND AROUND II N DOW PERIMETER AS REQUIRED FOR PROPER NSTALLAT10 4. FINISHES INSTALL FEMI GIB, TOME (ORIWGE PEA) AND PANG -- INSTALL NM CARPET AS PER ARCHITECTURAL FINISH -- WALL NEW VINYL TILE AND SHEET VINYL PER MOH Fc2IIPh'ENT • PWTALL NEE, KO 4A SUPPLIED APPLLAMES. (FOX;) -- WALL VERTICAL B .IDS AT ALL UHT 11114,016 AND &MGs GLASS DOOM TNIiOASHOUT, SEE SPEcFiCAT Ci PLUMBING: -- INSTALL Nib PLIMBING FIXTURES AT ALL WITS 1cLUDI rs KIT W KS, BMIRCaOM LAVATGRE6, WATER CLOSETS, MS, SNOB, TUBASHOWBR S III OUSi)6 AND FAUC'ET& SEE Mat SEE SPECACATI N& -- REPAIR AND ADAPT Dams SEAR PPM AND CCNIECTICNIS TO ACOMICIDATE MEW FUk1U/RE;6, • FMC7vDE A IE° PRESUME PIO CPAL ASS EreLY , 111114 A HOT eolx DOW.STREAM OF 11E EXIST1PG DCM SIE Wet METER PRCNICE MIER SOME FOR HOT eoac -- ALL MEW CODER IrL1!' O ueecomuns P O = CAPS MIR v IMS $110 WSW* Mar tit MALL N OCE= mist WS SW BACK -OMRET DAP( ER WVAC: -- MALL Md "!MT Nur Q PILLED SAIIIMIND Mesa INK SPECIRCAMON1 - $L PPOWIAMMILIE va - A P'ECa CAL (SEE IN'ECN) - I4.1. fl* emu SM ALL S IFECIPICAMS ELECTRICAL - - PROVIDE ALL MU ELECTRICAL SYSTEM NCLUDNG PANELS AND WIRING. PROVIDE FOU M MIRE FOR LAUNDRY ROCK PROVIDE AV CABLE IINRNG TO LIVING ROOM AND ALL BEDROOMS. -- INSTALL NEW SI ITCHES, OUTLETS AND COVER PLATE& -- INSTALL PEW LIGH'TNG Fb(1111 E6, SEE SPECFICATICNS. - - INSTALL P I DOORBELL& -- PROVIDE &CI WHERE REWIRED BY CODE SEE ELECTRICAL cRauRre. -- PROVIDE MIR14 AS PEEPED, FOR NEW RANGE WOOD6, MANG DIRECT VENTING TO OUTSIDE. • - N$TAL.L MBA, HARD-WIRED SMOTE, DETECTORS Ova DETECTORS SMALL BE RAGNISIED BY ODER AND NSTALLED BY Ca4TRACTOR SEE SPECFICATICNS. FLOOR PLAN ABBREVIATIONS AA a ATTIC ACCESS PANELS, DPP 3ION6 ARE 22" x 30', MN. REF a REFRIGERATOR FE • FIRE EXTNSUISHER 1151 = ELECTRIC HOT NEATER HEATER Fs ELECTRIC ASRNAcE. W = WASHER (NBC) PROVIDE HONK -UP ONLY P= PRYER (NC) PROVIDE HOOK -4P ONLY RIS = DOABLE SHELF I ROD TYPICAL • ALL BEDROOM CLOSET& MC a MEDICIE CABINET TB s TOMEL BAR PROVIDE SLOGGING MIRK = MIRROR TPH = TOILET PAPER HOLDER UND • UNLESS NOTED O?HERtNSE w LEGEND DOOR TYPES UM' DOOR NOTES B ungmloR GORE MIO�GX ? N � LLCi111 L ALL EXTERIOR DOORS ARE U • .19 INSULATED PETAL. 2. LEVER HARDWARE TO OE USED • ALL WIT& 3. II ALL -E (• 5'- D'AIR~ T OR -LO K s LAT 14 MI MR WP ) MMMCH PENETRATES THE STRIKER ' MIL 4 D vOco UII1N IIOGD TRIM DOOR LEGEND 3068 B WIDTH TYPE T-WI' s'-d' 3 Oh y UNIT - FIRST FLOOR PLN FINISH SCHEDULE 5E� x ROOM 1111 L vU;T 2. SHEET VINYL 3. CARPET MY PAD MAL I. PANTED PDF TRIM 2. NO BASE 3. bc12 PANTED t'S')F STAIR SKIRT 4.4' RUBBER BASE BALL` L PANTED TEXTURED GMB 2. PAINTED TEXTURED WATER - (RESISTANT GM CaLtrt L PAWED TEXTUFED GMS 273 )/49-•P HANDRAILS FOR EACH 1NDIvIDU AL MELLING LNT MALL CCA'PLY 11TH IBC MJIlx333k, TYP (2) 2640 Si. NUMBER OF WI DOME - (2'40) WIDTH (4' -09 HEaIT TYPE WINDOW NOTES L PWVIDE EVERY MINDON Um vENtT PORTS, OPeIM AREA NOT LESS 1 N 4 SQ NGES. 2. PROVIDE DOUBLE PIED GLASS N ALL imam ALL WNWM1b WAN !d' OF DOORS SHALL HAVE 1Q'PERED GLASS. ALSO PROVIDE TEtfr'EFE) [&ASS MAN 1 0' CF FLOOR 3. AU. MSIDOMB ARE VINYL 4 MALL MST THE FOLLCARO RE /EIENT : 4. THE SMALLEST EGRESS WIDOW B 4.. TIE MAXIMUM SILL WIGHT FOR EGRESS MOMS IS 44 ". 5. PROVIDE OBSCURED GLASS AT AU. BATHROOt1 WOO S& 6. MU Mae SHALL BE PLACED AT Ek1b1NG iROU I4 OPBKW.4. H O HMI 3M 1 iI BEDROOM 3111111 laii220101512 WINDOWII'Ot'1ATION: A VISIBLE TRANSMISSION GREATER 11444 OR EOM/AUNT TO 6"R. B. SHADING COE'PIG 4T LESS THAN OR EJIVALBff TO AS CR SOLAR }EAT GAN =MOM LESS DON OR E UIvALENT TO A3. C. WINTER U -VALUE LESS NI N OR EQUIVALENT TO 33. CENTER DOORS N FAA - 1 BATH 2T111 /' 16068 el II II II i II LEGEND R•5 BEDROOM 3 I I 1 C 41ER DOORS 14 EOM WALL s M" SILL UNIT - SECOND FLOOR PLAN WINDOW TYPES eL w SLIDER - SINGLE Ids F . FIND C - CASVENT , wIL,F S L SNAIL IMPUICED ,C 3 ■ALL AEA ISM i"LTII/CL ODOR ''�'ti • � r r F r � � S` i14 „ � •i 0 0 Ct a am 3 t . i •E ..4 0 0 las .a N Im4 .,,.4 a0 14 ' 4 . ,,,. r) as C1) 41 IJ CI 1 PE u) r,. a -~` = "vi 0 QS Doi '� t o r- � 0 Dm 24) a .11.4 am .4 0 I C.) N (1) 0 :1'0'1'4) �� O eig w O O x [-i. 1. 4 • a MET IC DRAG ISSUE PERMIT SET AUGUST 0, 2003 FOR f ON •saaes�rr NONMF11111rwPMit POW APPLICIO01 IOW 1D WM e ra scomme r wromeest MOM MAIM TTT[E 28R WIT ROTOR PLANS .SC ALP.: PLOT D %TE: CAD FILE: PRt�_ 111G R. DRAIFTEL ID A20.1 1 L 4 4 �a --. NOM ISSIT PBRIIIT SET AUGUST 12, 2003 FCR PEWIT ONLY vs MO MN PIM IFFUCHWA MP lb IS= 110 MOP AID MICIMPIMICIO IN 410 01111111111. AIRCO MOM mu SLDGAC 4 F FLOOR Ft4N5 SCALE: PLOT D. %TF: C FILE: PROJ _ MGR.: DR %FTER: .D Nit A21.1 rt �I • 0rttit1111--- --- - - - -`- Olt ono as as 1sus - r I II II II II 11 1111■11111111■.1■11 _ I • le nem an im ow No IN so No we No as um sum go I I I II II II II • UNIT: A - 2BR UNIT: B - 2BR 480 SF 960 SF TOTAL 480 SF 960 SF TOTAL BUILDIN A C & F -- SECOND FL • OR PLAN 1!4~1 "-0" 1 S OM OM OM es as as us mos 1110 01° I UNIT: A - 28R 1 I ill SF MN =it II II II II I I 11 UNIT: C - 2BR 480 SF 960 SF TOTAL UNIT:B2BR I LRIIT:c 2BR s ss iooa w s swsioaa • UNIT: D - 2BR Leo SF seo SF TOTAL II II II I I I I AS IF Mb I I I I I I I I I I IMF E -?BR III SF 10 T► I I I I I I I I I I 11 p 219,wsz7: I UNIT: f • 28R w s IwV 10IAt. it -81 wawa i i d—� SE 1 ") 4 _x 0 (1) A a > 0 cct Es o p 0 a m o� � Q 0 A m 0 I +rri 5© co 0 133 C r` m 44 s", .. wW z 0 • 4 ti 11 ti • a i ELSRE= 8' -b" TO FIN. FLOOR BIM: 48* APP. 4; gig • 8 11 g V • ▪ g 1' p Pg , 1 i i � III � " � � 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) 824 7880 / FAX: (206) 622 1766 , REGISTERED _ ,,� O„, X62.1 E OR LS AS NOTE ;R= B14/J2 JD • 4 ti 11 ti • a i ELSRE= 8' -b" TO FIN. FLOOR BIM: 48* APP. 4; gig • 8 11 g V • ▪ g 1' p 23 21 ,i I 20 n 16 15 14 13 • 12 11 10 1)03-- 2.73 \look coll#0 dpi C3 _ , \ k) EghtitralrAlgi CONTRACTOR'S SID SMALL All&ME F°R4ZIRi NEXT TO 11 16 DETERIORATED 4* S QL SE S PTR4'MMING Rfr BUIL.DNGS ARE SUSCEPTIBLE TO HEATHER PENETRATION. REGARDLESS CF THE MNS MATERIAL USED, P9ETRATIOIN5 OF MEATIER CM= THE SONG AND ANY EXTERIOR OPENNr 6, SUQ4 AS DOME, DOC1Rb. vat's, ETCH, IS A CGtIIQN FROWN. THE Fa -LOSING PROCEDURE !S REOCtIMENDED TO ACHEVE THE INTENT OF SECTION 14022 OF THE INFORM BUILDING CODE MICH REDS 'EXTERIOR MOW* EXPOSED TO THE HEADER WALL BE FLASFED N SUCH A MATTER AS TO MAKE E THE WA F' R.A914ING MUST BE ■STALLED BEFORE HEATHER BAIRRER PAPER AND SDDNG. NAILNCs RANGES ALONE DO NOT PROVIDE CONSISTENT MEATHER PROTECTION. Lm WEEMLA U FLASMNC: PER (E3C STANDARD TT -1, AND FEDERAL SPEC` W-B -190x. VAPOR BARR E1R COATED AND REINFORCED. GRACE A OR B. MINIMUM 16 NOI WATER RESISTANCE. YJ WALL FLASHING PAPER ffIg. 1) SLL PECE 'A• MST. ATTACH AT EDGE OF OPENING QL7 JAMB PECEb 8' YN.L THEN OVERLAP SILL PECE ATTACH AT EDGE OF OF'Bi1G 01L1: PEEL BACK EXI67HCs 'MTh BbfYs AS WEEDED. 1 12 DRIP RASH4: FORMED CF EXTERIOR GRADE P.V.C. PEETNCs ASTM D - T164 OR Mirth 24 GIME CsALYANIZED STEEL. 13 SEALANT: SILICONE PER MOM C - 9W. TYPE S, GRADE N$. CLASS 25 OR FEDERAL. SPEC, TT- $ -543a, TYPE II, cLABS A • FIG. I 22 INSTALL FDCIIRE: [fig. 2) APPLY BEAD OF SEALANT rlillN wi' OF OPENING. SE? WILNCs FLANGE MO MAUI/4T AND FASTEN TO STRUCTURE Mg. 3) FIG. 2 RG. 3 23 FLASHING AT DEAD: lf4 4) INSTALL MVP RASING (OPTIMAL AS REWIRED) AGfRDSS TOP OF FRAM. APPLY RASING PAPER V' AT HEAD. OVRELAPPNG MP RASING AND J+M a PECE TO COMPLETE H5Ti4L LATICA Res 4 FEc 4 IEAi;et E-ER PARR AMPLE 111fl4 Sters, E /MEP SOME FNMA PIECE 17 OCEITILAYS 114E SU. PINCE PIECE E1oA D O1IlILAI'' AGE VW" AT LEAit r 1 I 4 1Er ROMS EtI108111AL/Ei rum* ST4L FLAE M r1A sAL Ai OM mow. 111114 WALL *S MEWL LEAP AN APPPOPNIATIE SPACE SEMIS 114E Wse AO 114E MINE MPS 10 IIEOEME mama PICO ISO 1111114011. se MEL SAM DIM WPM SVINII WPM ~MI IlEASIER MUM MAK NEW YNYL Wt OW (PER FLAW EDGE OF OPENING bi WOOD SILL � oF rINDoiu t,en (tYR) De NTERJOR WOOD M aOW SILL ccwtn HEAD 4 1 3 " =i' -0" 3 " =I' -0" 1 WINDOW SILL (INTERIOR) 3' :' '_ - -C" I. I EXISTNG SIDING SELF ADS FLEXIBLE FLASHING METAL FLASWNG, SETH CO4TEiJOLJS SEALANT, EXTEND OVER TRIM HALING FLANGE GIB HEAD NEAT YNYL MINDOU PER PLAN EXTERIOR ti TYPICAL WINDOW HEAD DETAIL e LAP 5IDNG TYPICAL WINDOW JAMB DETAIL • LAP 5IE»1C TYC4L uJroau SILL DETAIL • LAP 5IDI13 G V- wDWAI.I NEW VINYL PER PLAN EXTERIOR � VINYL WINDOW PHt PLAN SEALANT OVER mom ow Nib RAMC TAI' DENT s SCOTS 440 - :,. -E- 1119,F A1!!INS 1'LEIE RAINS& We APMIN AND Mi ■► EASED EDGE SEALANT OIL R RA MM E 6 4 :!:I_ Cti CD � Fr i3 a) CI cl b ims f) E� 4 z 0 F " 1-4 cin ca..)d 4 .41 INE4 1:4 1:4 z w E-4 Z � E_ 1:4 Cazi w 1:4 -et H -tte v� • -44 -‘14 DRAM ISSUE rENIT 5ET ALZUST 12, 2003 0 02 0) O to N aS • co Pt Pro ort 0 4 co • d' aD .0 CO 0 w • 0 w a FOR PEST OLT oog llitRSMNIM ORIR Aw�r AP!L«,Mr • MEM 1v Mai MODUIG N010 CRIMPROINS ors DRAW TTTLF WINDOW DETAILS SC % F: AS NOTED PLOT WE: CAD FILE.: PROS. MGR.: BWJR DRAFTER: .FDD A I W/C 5P 2418 N E GII8 - PR1"'E 4 PANT - TYPICAL BATHROOM LIGHT' - TYPICAL NEW INTERIOR DOOR IYV2'Q V4" wKXV Mt TYPICAL Mall IIA - TYPIC..AL VN28 RLEIR BASE - 'TYPICAL -•,,� GAB SOFFIT - PRIME a PANT, TYPICAL tom' - PRIME 1 PAlff. TYPICAL J u 1 11533 BUILDING B -- INTERIORS 1/7=r-IT TOIEL dAR PROVIDE BLOCKING GIIE - PRI"E t PAINT - TYPICAL ~• -- LICE OF MEDICNE CABINET 2' -4' x 3'-0" MIRROR P -LAMB CKSPLASH 1 COUNTERTOP - TYPIC'.AL PLISDER BASE, TYP. E 1230 D2 00 0000 A l r W N N i 3330 / ♦ W MIRROR- R- 2'-b' X 3 ;ft GILD - PRIME I PANT - TYPICAL TOUEL BAR PROVIDE BLOCKNG BATHROOM LIGHT, TYP. PEDICI€ CABI+ET l' -4' x 1'-0", TYP. LINE OF MIRROR P -LAM DAGKSPLASH 4 COWTERTOP, TYP. FEW UTATERCLOSET TYPICAL RUBBER BASE - TYPICAL 12 BAT OM LIGHT - TYPICAL. GILT - PRI' E a PAMT - T rPIC.AL. P -LM I BALM N:LASH t CJNTE,RIOP - TYPICAL. M i 3018 \\/ NNN \__ 85630 13512 B B 1230 3015 1230 r N F 00 0000 R4O c F — _> 0812 FE 1530 2418 1530 2415 SP GLIB SOFFIT - MTV 4 PANT, TYPICAL GINS - Ma* t PAM, TYPICAL P -LAM BA :SPLASIH I COINTHR TYPICAL RIBBER BASE, TYP. I ---q ER eASE - TY AL. TO =L BEAR PICIVRaE 13L0036 - TYP N 11113/81401IER 11T, TYP. MCI IIA - TYPIC AL - PRI"E PANT - TYPICAL r-rer x 3•-e' meOR P -LrW'1 BAOCOPLAIN I CC'aI/r1ER CP - TYPICAL BATHROOM LMCiIW - TYPICAL G lEarxm N C d •--- P - LAM BACKSPLASH 4 COUNTERTOP, TYP. NEW ILATERC LOSET - ( TYPICAL GILD • PRIME I PANT - TYP. TCIIEL BAIR PROVIDE MOCKING BATHROOM LIGHT - TYPICAL LIE OF MIRROR MEDICPE CABINET, TYP. 1-4' X 2'-0' RODER BASE - TYPICAL GII3 - PRI"E I PANT - TYPICAL ann+raooi, LIGHT -TYPICAL !MEDICINE COW, TYP. r-4' x 2'-0' LICE OF MIRROR TOLEL BAR PROVIDE BLOCKING - VP P -LAM DAMSPLASI S CW4TERTOP - TYPICAL r MCI IIA - TYPIC4L- IOEBER a eF - TYPICAL Gi e - PRIME I PANT, TVPICAI. PEII CLOdET DOOR I'EAD HEIGHT TO MATCH MINOR DOOR- TYPICAL PEW INTERIOR DOOR WII l>0 1/4" WOOD TRIM, TYPICAL ln•1 V4' UIk70D BASE, TYPICAL NE�II P -LAM TM/SHOVER IIHIT TOIEL. BAR PROVIDE GIe - PRI"E t PANT - TYPICAL BATHROOM LIGHT - TYPICAL. LICE OF MEDICINE CAME MIRROR- 3'-0' X 3'-0' P -LAM BACKSPLASH t COUNTERTOP TYPICAL FABER BASE, TYP. D Gs - PRI"E I PANT, TYPICAL NEW CLOSET DOOR DEAD HEIGHT TO MATCH NTL =RIOR DOOR- TYPICAL V2 2 V4' 1100D BASE, TYPICAL 'MEDD= L D 11::;;t5)1!!!0612: r 1 14 CABINET LEGEND V& MAWR BANK BM EWE CAIMET DRAINER RLL BASE CABINET (NO MIEN IBM BASE CEl.ET VW SING PAWL elt DAL WIG CABINET WPM IFE FUMED BID PANEL MR SPACE ' P& vAETY ND DEAD oat WILL ACCEPEIX NOM MCNATIO. E00•1 CM GE ELEVATION IN A SEM ME TYPICAL KIR ALL B.EVA110 S M low SLIM WED CIIEMISE SEP fi 4 903 NOTE: CONTRACTOR SMALL FIELD VERIFY ALL DIMENSIONS • ♦ v D � Architecture and Urban Design 204 First Avenue South, Seattle, Washington 98104 PHONE: (206) 624 7880 / FAX: (206) 622 1766 0 U \ r. Z ...W ['I �U DRAWING ISSUE PERMIT SET 4LUST Q, 2003 Fat KNIT ONLY VS Marl, NO _INIMINIDIa t .o ao.tJ.a. o omaxmxt A.C.. RA 1i1 E INTERIOR ELEY4TI45 SC I►LE: I/2• = r-er PLOT DATE: CAD FILE: PROD. MGR_: DRAFTER: ID men le 01413C).1 W/C 5P 2418 N E GII8 - PR1"'E 4 PANT - TYPICAL BATHROOM LIGHT' - TYPICAL NEW INTERIOR DOOR IYV2'Q V4" wKXV Mt TYPICAL Mall IIA - TYPIC..AL VN28 RLEIR BASE - 'TYPICAL -•,,� GAB SOFFIT - PRIME a PANT, TYPICAL tom' - PRIME 1 PAlff. TYPICAL J u 1 11533 BUILDING B -- INTERIORS 1/7=r-IT TOIEL dAR PROVIDE BLOCKING GIIE - PRI"E t PAINT - TYPICAL ~• -- LICE OF MEDICNE CABINET 2' -4' x 3'-0" MIRROR P -LAMB CKSPLASH 1 COUNTERTOP - TYPIC'.AL PLISDER BASE, TYP. E 1230 D2 00 0000 A l r W N N i 3330 / ♦ W MIRROR- R- 2'-b' X 3 ;ft GILD - PRIME I PANT - TYPICAL TOUEL BAR PROVIDE BLOCKNG BATHROOM LIGHT, TYP. PEDICI€ CABI+ET l' -4' x 1'-0", TYP. LINE OF MIRROR P -LAM DAGKSPLASH 4 COWTERTOP, TYP. FEW UTATERCLOSET TYPICAL RUBBER BASE - TYPICAL 12 BAT OM LIGHT - TYPICAL. GILT - PRI' E a PAMT - T rPIC.AL. P -LM I BALM N:LASH t CJNTE,RIOP - TYPICAL. M i 3018 \\/ NNN \__ 85630 13512 B B 1230 3015 1230 r N F 00 0000 R4O c F — _> 0812 FE 1530 2418 1530 2415 SP GLIB SOFFIT - MTV 4 PANT, TYPICAL GINS - Ma* t PAM, TYPICAL P -LAM BA :SPLASIH I COINTHR TYPICAL RIBBER BASE, TYP. I ---q ER eASE - TY AL. TO =L BEAR PICIVRaE 13L0036 - TYP N 11113/81401IER 11T, TYP. MCI IIA - TYPIC AL - PRI"E PANT - TYPICAL r-rer x 3•-e' meOR P -LrW'1 BAOCOPLAIN I CC'aI/r1ER CP - TYPICAL BATHROOM LMCiIW - TYPICAL G lEarxm N C d •--- P - LAM BACKSPLASH 4 COUNTERTOP, TYP. NEW ILATERC LOSET - ( TYPICAL GILD • PRIME I PANT - TYP. TCIIEL BAIR PROVIDE MOCKING BATHROOM LIGHT - TYPICAL LIE OF MIRROR MEDICPE CABINET, TYP. 1-4' X 2'-0' RODER BASE - TYPICAL GII3 - PRI"E I PANT - TYPICAL ann+raooi, LIGHT -TYPICAL !MEDICINE COW, TYP. r-4' x 2'-0' LICE OF MIRROR TOLEL BAR PROVIDE BLOCKING - VP P -LAM DAMSPLASI S CW4TERTOP - TYPICAL r MCI IIA - TYPIC4L- IOEBER a eF - TYPICAL Gi e - PRIME I PANT, TVPICAI. PEII CLOdET DOOR I'EAD HEIGHT TO MATCH MINOR DOOR- TYPICAL PEW INTERIOR DOOR WII l>0 1/4" WOOD TRIM, TYPICAL ln•1 V4' UIk70D BASE, TYPICAL NE�II P -LAM TM/SHOVER IIHIT TOIEL. BAR PROVIDE GIe - PRI"E t PANT - TYPICAL BATHROOM LIGHT - TYPICAL. LICE OF MEDICINE CAME MIRROR- 3'-0' X 3'-0' P -LAM BACKSPLASH t COUNTERTOP TYPICAL FABER BASE, TYP. D Gs - PRI"E I PANT, TYPICAL NEW CLOSET DOOR DEAD HEIGHT TO MATCH NTL =RIOR DOOR- TYPICAL V2 2 V4' 1100D BASE, TYPICAL 'MEDD= L D 11::;;t5)1!!!0612: r 1 14 CABINET LEGEND V& MAWR BANK BM EWE CAIMET DRAINER RLL BASE CABINET (NO MIEN IBM BASE CEl.ET VW SING PAWL elt DAL WIG CABINET WPM IFE FUMED BID PANEL MR SPACE ' P& vAETY ND DEAD oat WILL ACCEPEIX NOM MCNATIO. E00•1 CM GE ELEVATION IN A SEM ME TYPICAL KIR ALL B.EVA110 S M low SLIM WED CIIEMISE SEP fi 4 903 NOTE: CONTRACTOR SMALL FIELD VERIFY ALL DIMENSIONS • 7 1< • A GIB SCCFIT - PRIME 4 PANT, TYPICAL GAMES - PR!" E 4 PANT - TYPICAL BATHROOM LIGHT - TYPICAL 2' X 3' MB ; TYP. NEW W+TEaaceer - rnPIcx RJR EASE - TYPICAL A 3018 A BUILDING E -- INTERIORS 1/7=1 TC SEL BAR •4'-0* AFF.. PROADE TYP. P -LAM B,ACKSPLASN 4 COUNTERTOP - TYPICAL 1530 3630 DA TI OOtM L IC 4T T,rPICAL \\\ DB12 %36 P -LAM BACKSPLAS4 t caNTERROP - _� TYPICAL 4830 B536 E --> N�11 TUB/1401 ER WIT, TYR TOWEL DAR PROVIDE BLOCKINIG GARS - PRIME • PANT - TYPIC41. 1 lF'NE CF MEDICINE J 4 X 3'-0" MIRROR, TYPICAL RAMER BABE, TYP. 8536 4830 0 - PRIME I PANT, TYPICAL P- LAM WICIIMIPLAN I COIMIT13t TYPK,.A . F GIB SOFFIT - PRIME I PANT, TYPICAL F B GINS - PRIME 4 PANT - TYPICAL BATHROOM TYP. MEDICINE CABINET, rrP I'4' X 2'-D' TOWEL BAR +4'-®" AFF„ PROVIDE MOCKING, TYP. P -LAM BACKSPLASI4 I CCINTEfRTOP - TYPIC.AL NEW INTERIOR DOOR W X3 MIX TRIM, TYPICAL NEW WATERcLOSET,TYP c4L. 00 0000 ■ R4O 00 0000 u 55533 FE 1230 uceraeIPEr UDC DOR Mee* 3015 1230 8512 D1312 FE GIA3 - P 4 - E 4 PANT, TYPICAL vr)a 114' WOOD BASE, TYPICAL NEW INTER/OR DOOR IYIa"!d V4' WOOD TR'l, TYPICAL. NEW CLOSET DOOR LEAD HEIGHT TO MIATal INTERIOR DOOR- TYPICAL. C NEW P -L M SIO ER I SWPROIND IrCI RrAIN ROD NG� - PRIME I PANT - TYP/CAL BATHROOM LIGHT - TYPICAL 2'-4' x 3•-a' MIRROR TYPICAL TOEL BAR PPIOVIDE BLOO P-LAI BAIOZIPIASH I Q TYPICAL. V29Q V4' YIOiOD EASE. TYPICAL C IIIVIMICLOSET, TIT_ ' BAIE TT GILRS - PRIME I PANT, TYPICAL. NEVI CLOEIET DOOR, DEAD HEIGHT TO MATC$I INTERIOR DOOR TYPICAL 8528 NOTE: CONTRACTOR 544ALL FIELD VERIFY ALL DIMENSIONS CABINET LEGEND DIN MAILER BANlC BD: BARE CABINET kV DRAWER 156: ALL ERASE CABINET (NO DIMMER) BM BASE CABINET IV SINK PA4EL 4 .6: WALL hWG WSW (UPPER) FE: MOW END PANEL 6P: SPACE V% VANITY NO DEAD CORNERS ILL ACCEPTED. NOTE: NOTATIONS 641011,N ON ONE ELEVATION N A GERM ARE TYPICAL FOR ALL ELEVATIONS N THAT SERIES 04.E66 NOTED D G�IIRS - PRIME I PANT - TrPIGA. SHOIE R =TAN ROD, TYP. BATHROOM LIGHT', TYP. LINE CF MIRROR TOIIEL BAR •4'-0' AFF, PROVIDE TYP! P -LAM BACKePLASN s COUNTERTOP - TYPICAL DER BABE - TYPICAL c r c TutoritA provArco s EP 1 2OQ3 A A� 4' - . RT-E-E 0 0 014 m 4) 4 :4 t: O U O E-4 c.5 C.) 1 ' 4 4 C4 Z E L 4 Z O Cip E-+ 1:4 w DRAWING ISSUE PEWIT SET AUGUST 0, 2003 DRAWING TITLE NTERk:'R E Mi 0 0 co o co y � go) t12 00 CO cv En w 0 • co O 0 ID 41 D m 0 At 0 ti .. w W o � 01 a FOR PERPIFT ONLY lipoc ser MO r•IrNwDPCI• rwrr APPLcsaAo • IOW VMID AV PICIONIGINDO OCMINIPPIlle MRCS SCALE: 1/2' 2 r-e• PLOT DATE: CAD FILE: PRO1 MGR..: DRAFTER: .FD A 902 • s I 4 a g'g 110 1 g AR is; Sp1414 Tyr. 3 /Et a... •••• ce. ti w.•• . - •••••• .44.40 .ice ..••• kvt tor .SEES • " • ▪ ▪ eft...•..E4 ••••• •11,1010•••••••••••••••••••••••••••••••••••• .••••••••••••• • ••••■•••■•••••••••r:.••••••••••■••••• 4 • r r • • e = � . 0 11 t.� 2f M... .. to m 4 »-4» L' 4 =O SEES_. , •••• 10 •01••••••••••01••••••• •••••• _ •••••• 26 Lo* 4o ' 0 " SEES.. __.... •.. (41 ar IV -4 PI .... - + ?s ••• Y It •••• . 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ALL MATERIALS, WORKI1ANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO NE DRAWINGS, SPECIFICATIONS, AND THE t,NIFORM BUILDING CODE (1991 EDITION). ROOF LIVE LOAD (SNOW, IRREDUCIBLE) FLOOR LIVE LOAD (RESIDENTIAL) FLOOR LIVE LOAD (RESIDENTIAL BALCONIES) FLOOR LIVE LOAD (STORAGE) FLOOR LIVE LOAD (MECHANICAL AND ELECTRICAL ROOMS) STAIR AND CORRIDOR LIVE LOAD WIND EARTHQUAKE SEE PLANS FOR ADDITIONAL LOADING CRITERIA 25 PSF 40 P5F 60 PSF I PSF 125 PSF 100 P5F 80 MPH, EXPOSURE "B" ZONE 3, R : 55 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH 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 THE ENGINEER IN WRITING, DURING THE BIDDING PERIOD, OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR N THE SPECIFICATIONS OR OF ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODE5, RULES AND REGULATIONS. UPON RECEIPT OF 5UC1`I 1NFOR"IATION, THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED SHALL BE THE RESPONSIBILITY OF NE CONTRACTOR AlJD WORK SHALL BE PERFORMED IN A MANNER AS DIRECTED BY TI-E ENGINEER 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COIVENCNG ANY WORN'.. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON NE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE FIELD VERIFIED BY THE CONTRACTOR OR NE CONTRACTOR'S SUBCONTRACTOR 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CQ+ECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH TI-E PLANS. ERECTION PLANS AND DETAILS OF SHORING SYSTEMS SHALL BE PROVIDED BY THE CONTRACTOR DESIGN CALCULATIONS AND DRAWINGS ARE TO BE STAMPED BY A LICENSED STRUCTURAL ENGINEER IN THE STATE OF U44S14NGTON. TWO SETS OF CALCULATIONS AND DRAWINGS ARE TO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. THIS CURSORY REVIEW WILL CHECK 13- ETI-ER THE CONTRACTOR'S ENGINEER HAS COMPLETED NE LOAD PAN TRANSFERJNG ALL THE BUILDING'S DEAD LOADS AND CONSTRUCTION LIVE LOADS DOWN TO NATIVE SOILS. THE SHIORNG SHALL NOT BE SUPPORTING ON THE EXISTING* STRUCTURE. CHANGES IN FIELD CONDITIONS DURING CONSTRUCTION WILL REQUIRE RE- EVALUATION BY NE CONTRACTOR'S SHORING E%IN1EER 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND NE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REC,LIIRED TO PERFORM THE WOW 1. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENCsNEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRICTION. CHANGES 5140lLN ONLY ON SHOP DRAWINGS WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY NDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS 514011N, SIMILAR DETAILS OF CONSTRICTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY TIE ARCHITECT AND THE STRUCTURAL ENGINEER. S. INSPECTION: CONCRETE CONSTRUCTION, DRILLED AND EPDXIED BOLTS, RODS AND ANCHORS, SHALL BE SUPERASED IN ACCORDANCE WITH SECTION 108 AND SECTION 1101 OF THE UNIFORM BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. TI$ ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED IIJITH COPIES OF ALL IN SPECTION REPORTS AND TEST RESULTS. 14.5TEE` WIRE SWILL CONFORM TO AS TM A?156. 7YAT1 OH 10. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING: CONDITIONS BEFORE COMrENCINCs ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTI■Its CONSTRUCTION AS REQUIRED AND IN A MAMER SUITABLE TO THE (LURK SEQ.EINICES EASING REIINFFC)RCMts SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WFIERE USED, SHALL NOT CUT EXISTING REUFORCKNIG TWAT 15 TO BE SAVED. DEMOLITION DEBRIS SHILL NOT BE ALLOTTED To DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRICTION LOADING (NCLtDING DEMOLITION DEBRIS) ON EXISTING* FLOOR SYSTEMS TO 40 PSF. A` ALL NEW OPENINGS TNROUGN EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOI"1PLISNED BY SAW CUTTING U EREVER POSSIBLE. B. CONTRACTOR SHALL VERFY ALL EXISTING CONDITIONS AND LOCATION OF MEIVERS PRIOR TO CUTTING ANY OPETIIN(s. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, F POSSIBLE II. ALL EXTERIOR MASONRY AND CONCRETE WALLS 51-14L BE INSPECTED AND REPAIRED AS FOLLOWS: FOR MASONRY, SCRAPE ALL LOOSE AND I EAKBNED MORTAR OUT TO FILL DEPTH OF THE DETERIORATION. REMOVE AND REPLACE ANY LOOSE MASONRY WITS. FOR COICRETE, SEE STRUCU1tRAL DETAILS FOR EPDXY-GR JTING CRACKS. TI-E CONTRACTOR SHALL NOTIFY TIE STRUCTURAL ENGINEER AS TO TI-E FIN•S_ O. CONTRACTOR SHALL d ECK FOR ROT AT ALL EXTERIOR WALLS, EASING TOILET ROOM FLOORS AND WALLS, AREAS 51~I01/k+G WATER STAINS, AND ALL WOOD MET ER5 IN BASEMENT AND CRAWL SPACES ALL ROT 5NALL BE REMOVED AND DAMAGED r'EUERS SMALL BE RERACED OR R'EP'AIRED AS DIRECTED BY THE STRUCTURAL EMINEER OR ARCHITECT. CONCREtE 13. CONCRETE SHALL BE MIXED, PROPbRT1ONED, CONVEYED AND PLACED 14 ACCORDANCE WITH# MC SECTION nes Arc ACI 301. CONCRETE SHIALL ATTAIN A 28 DAY STR IGTH1 OF re = 2 PSI AND MIX SHALL COCAIN NOT LESS TITAN 5 112 SACKS OF CBIENT PER CUBIC YARD APO SHALL BE PROPORTIONED TO PRODUCE A SUMP CF 5" OR LESS. THE NI'Itl "1 AZIQL tTS OF CETe1T AND M4xI1r AMOUNTS OF WATER MAY BE CLANGED F A CONCRETE PERFORMANCE Mix 15 SUBMITTED TO T1-E STRUCTURAL. SEER AND THE BUILDING DEPARITINT FOR APPROVAL ILO MB* PRIOR TO PLACING ANY CONMTE- THE COwGRETE PENFORPV314CE MIX Si441L INCLUDE THE Aliatir5 OF CS~ENT, Ft+E AK) COARSE AGGREGATE, WATER AND ADMIXTURES AS (JELL AS THE WATER CS'er RATIO, SUPP, CONYcTE YELD AND SLESTANT1ATWs STRENGTH DATA N ACCORDANCE WIN LBC 5ECTO1 19053. REVIEW! OF MiX 5UErliTTALS BY THE ENGM+ER OF RECORD INDICATES ONLY THAT UFO MATIOM PRESENTED CMFORIS GENERALLY UN CONTRACT DOCJ TS CONTRACTOR OR SIPIPL,IER MAINTAINS RILL RESPONSIBILITY FOR SPECIRED PERFORMANCE ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED U$N AM AIR- ENTRAINING AGENT COPICNIIM TO ASTM 0260 -94, C4'34 -92, C618 -94a, C989 -93 AND c i -52.. TOTAL AIR catiBrr SHALL BE ACCORDANCE WIN TABLE 19-A -I OF THE I FORT BUILDING CODE_ Fs. EPDXY 4 ADHESIvE 'TB* SPECFED ON '1E DRAM11 51444.1 BE EMEDED tITI4 NT 4Y -50 ADHESIvE 5T5T@r'ts AS P'iANLFACTURED BY i►LT1, IC. OR A AFFIRNED ALTERNATE TWAT :44S IMO TEST DATA FOR THEIR SPECFIC FWOUCT AND APPL.iCATO1 "STALL N STRCT ACC R DA'ICE LIN IMO_ REPORTS FOR SPECFIC EPDXY J4.06 NOTED 011-ERIIIIISE ON TIE STRUCTURAL DRYS. HOLE SIZE s4,44.1. BE 1/8" LARGER THAN BAR, ROD OR 80LT 5L 'CS '40 tiE.DNCs IS TO TAB PLA(:E 1.141i 24" OF E 7xY OR ADI-ES vE. MASONRY tb. CCSCRETE MASONRY JT I:r4.LS SHAi.:. 8E ONST J CTED CF GRADE k TYPE 41/405. CO , FORMING TO AWN C9©. LAID Pi A Pa/ M WV. MORTAR 5•44.1. SE "1TE 'S FER TABLE 21-A OF NE MC. Warr 5641. COWCar TO UDC REQUIREMENTS IC ATTAIN A r11411,1'I C0 'YE 5TfiETI N OF 2000 P51 r4" 28 DAYS. DESIGN Pip : ISPE, P5i. PR O4 TESTING 5 SECURED N ACCCIIC 11"rE UNIT'++ SECr04 21053. L AL.. CEL..S COh' s OR B" DDED MI5 AV ALL S BED& GRADE kirk ! 'IOLtT_ op GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) • Iwo 11. FRAMING LLMBER SHALL BE KILN DRIED, AND GRADED AND MARKED IN CONFORMANCE WITH W.CLB. STANDARD GRAD►NG RULES FOR WEST COAST L3IBER NO. I6, LATEST EDITION. FURNISH TO NE FOLLOWING MINIMUM STANDARDS, UNLESS OTHERWISE NOTED ON TI-E PLANS: DOUG FIR n MINIMUM BASIC DESIGN STRESS, Fb : °.100 PSI 18. PLYWOOD SHEATHING SHALL BE GRADE C D, EXTERIOR GLUE OR STRUCTURAL. II, EXTERIOR GLUE IN CONFORMANCE WITH USG STANDARD 23 -1. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 19. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL Be PRES5URE7TREATED 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 LETTEI•5 AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON CL'>!'1PANY, AS SPECIFIED IN THEIR CATALOG NO.0 -2003. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED TREY HAVE IMO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MA .FACTURFR'S RE COIIIENDATIONS. WERE CONNECTOR STRAPS CONVECT TWO MEMBERS, PLACE ONE -HALF OF NE NAILS OR BOLTS IN EACH DER ALL BOLTS IN WOOD MEMBERS SHALL CO TO ASTM A301. PROVIDE WASHERS UNDER TIE HEADS AND NITS OF •ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTIWIE1;39I5E, ALL NAILS SHALL BE CC*"tION. ALL SHIMS SHALL BE SEASONED AND DRIED AND T1$ SAME GRADE (MNII'1U1) AS MEMBERS CO + ECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH SEAMS WIN "U" SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLU51 BEAMS WITH "14U" SERIES JOIST HANGERS. ALL TRIPLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'W' SERIES JOIST HANGERS. 21. WOOD FRAMING NOTES -- THE FOLLOWING APPLY UNLESS OTHERWISE SHORN ON THE PLANS: 4 ALL WOOD FRAMING DETAILS NOT 514a OT1- ERIIISE SHALL BE CONSTRUCTED TO TI-E MNIMIJM STANDARDS OF THE INFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL GCNFORM TO TABLE 23- II -B -I OF TI-E UNIFORM BUILDING CODE. UNLESS NOTED OTHERWSE, ALL NAILS SHALL BE COMMON. COORDINATE NE SIZE AND LOCATION CIF ALL OPENINGS WITH 'hECI4NICAL AND AR I-IITECTURAL DRAWINGS. PROVIDE SRS RIDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. B. FLOOR AND ROOF FRAMIN1Cx PROVIDE DOUBLE JOISTS AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTI-ERJISE NOTED. PROVIDE BRIDGING • 8' 0L. AND SOLID BLOCKING: AT ALL BEARING POINTS. COORDINATE TIC SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO BEARING* SUPPORTS WIN TWO 16d NAILS. ATTACH TIMER JOISTS TO FLUSH I-EADERS OR BEAMS WIN SIMPSON METAL JOIST WINGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH 16d • 12" OL. STAGGERED. LLESS OTHERWISE NOTED ON NE PLANS, PLYWOOD ROOF AND FLOOR 51- EAT141% SHALL BE LAID UP IUTH GRAM PERPENDICULAR TO SUPPORTS AND NAILED WITH IOd NAILS + 4" OC. TO FRAMED PANEL EDGES AND OVER SW WALLS AS 51101INI ON PLANS AND + 12" OL. AT FLOOR TO INTERMEDIATE SUPPORTS. ALL FLOOR 514EAT14IN5 EDGES SHALL HAVE APPROVED TONIGUEIAND GROOVE JOINTS AT UNBLOCKED EDGES OR SHALL BE SUPPORTED WIN SOLID BLOCKNa TOENAIL BLOCKING: TO PLATE WITH 16d + 12" OL. OR (3)16d EACH END AT SUPPORTS LNLE55 OTHERWISE NOTED. AB ADD'L ADJ ALT ARGHL ATR BLDG BLKG BM BOF BOT of B BR BTWN G GIP CJP GL CMU COL GONG CONN CONT GTRD GTSK DB DBA DET DF DIAG DWG OWL EA EF EL EMBED ENGR ES EW EC EXP EXT FB RN FLR FTG GA GEN GL GR GWB Imo? P. RIZ or -4 HISS Kr (ICs JOISTS: (2 X MEMBERS) (3 X AND 4 X MEMBERS) BEAMS AND STRINGERS: (INCLUDING 6 X 10 AND LARGER MEMBERS) POSTS AND TIMBERS: (6 X 6 AND LARGER) STUDS, PLATES 4 MISCELLANEOUS LIGHT FRAMING: BOLTED FRAMING: STUDS, LEDGERS, AND PLATES ANCHOR BOLT ADDITIONAL ADJACENT ALTERNATE ARCHITECTURAL ALL THR.EAD ROD BUILDING BLOCKING BEAM BOTTOM OF FOOTING BOTTOM BRACE BETWEEN CAMBER CAST IN PLAGE COMPLETE JOINT PENETRATION CENTERUNE CONCRETE MASONRY UNIT CO LUMN CONCRETE CONNECTION CONTINUOUS CENTERED COUNTERSINK DOUBLER PLATE DEFORMED BAR ANCHOR DETAIL DOUG AR DIAGONAL DRAWING DOWEL EACH EACH FACE Ft FVATIION EMBED(► °''ENT ENGINEER EACH S'DE EACH WAY EXISTING E.XPANS'ON EXTERIOR FLAT BAR FOUNDATION FINISH FLOO FOO NG GAGE GENERA` GLUE LAP•w%IATED GRADE GYPS‘ wALL BOARD MOLDOWN HORIZONTAL HOLLOW STEEL SECTION SIGHT IhiSIVE DIAMETER !IRA L GROSS INTERIOR ABBREVIATIONS par FIR •2 MINIMIP BASIC DESIGN STRESS, Fb =900 P51 DOJCs FIR •I MINIMU'1 BASIC DESIGN STRESS, Fb = 1000 P51 DOUG FIR • 2 MINIMUM BASIC DESIGN STRESS, Fb = 815 PSI DOUG FIR •I MINIIIJI BASIC DESIGN STRESS, Fb = 1200 PSI DOUG FIR STANDARD GRADE MNIMIJM BASIC DESIGN STRESS, Fb : 515 PSI J ST Ld LG Ls LSH LSL LVL MATL MAX MB MECH MIN MISC MTh NTS oc OD OH OPNG OPP 055 OV r...a- P. T. PERM PERP PL PLYWD PSL PT REINF REQD SC 5IM 55 SSL STD S TIFF Sn- STRUCT SUPT SW `EG ''1♦RD ""HRU - OW - UON VERT o• V VFY w/ WO 04Th wWN'� JOIST DEVELOPMENT LENGTH LONG SPUCE LENGTH LONG SLOTTED HOLE LAMINATED STRAND LUMBER LAMINATED VENEER LUMBER MATERIAL MAXIMUM MACHINE BOLT MECHANICAL MINIMUM MISCELLANEOUS METAL NOT TO SCALE DIAMETER ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING OPPOSITE ORIENTED STRAND LUMBER OVERSIZED ROUND HOLES POST TENSIONED PERIMETER PERPEN DIG U LAR PLATE PLYWOOD PARALLEL STRAND LUMBER (PARALA*- PRESSU RE TREATED REINFORCING STEEL REQUIRED SUP CR•TIGAL SIMILAR SELECT STRUGTI: SHORT SLOTTED HO;..ES 5'AN DARD S'1FF'ENER S"FF■ 5'R1.GTL RA,_ SUPPG RT SHEAR WAL TOP TONSUE AND GROOVE THREADED THROUG -4 TOP OF GONCRE TOP CF FOOTING TOP OF WALL TYPICAL UNLESS OTHERWISE NOTED VET" #GAL.. VER"F' Wr ' F•► WOOD WELDED THREADED STUD'S WELDED WIRE MMES♦+ q• car/ of Tli S Ep j 2003 N' •'� J erN c N wwvt S` 0 proime- DILWING b'SLI F',,c Waller -.118 am. mama= LOR =BIM .r 04 ac e ms` c •Eve► wo loom -A orb s- 04 'feces i*1r6 mu SCALE: 1■0■E PLAT DATE: .17" :a CAD FLUE: _ �-, PROD. MGR.. r ,.. DRAFTER: =ET 3 6 , 0 I • !i a 11 12 1 I. 13 is SE 1063.0 FOR ADDI NOTES (2) 10 GA. GAL V. WIRES APPLY BOND AGENT TO EXPOSED CONCRETE EXIST. INTERIOR GRADE 10 GA CsALV. WIRES Ell3F_DED 3" IN EPDXY. 5PACE • l'-0"oc AT t OF WALL / DRY PACK SOLID tu/ NON-514RNK GROUT --NEW VENT PER AR0-11 APPLY ecNoNG AC1ENT TO EXPOSED CONG. DRY PACK SOLID NON-514RW. GROUT 5ECTIC.1 IINgie VENT PAIR (t 2 < 3") NOTE: WALL ABOVE NOT 514011N FOR CLARITY SILL la OF WALL ABOvE ANCWOR PER 5/54.0 NEW VENT PER ARCPL *MAJR VENT REPAIR (t. z> 3") 14 1•B T; i t E KECTED GRIX SEE 5 REP‘CVE E0K5Tti CONORIVE EX. EXTERIOR 5LAE3 EX. CONG. STEM WALL EXTERIOR REPAIR AT EXISTING DOORWAY (LOCATE FER AR141) • PER ARC14L SECTION RLL CRACK FOR ALL WON ------ 4' INTERIOR EXIST. EXTERIOR GRADE \ -P F le• 10ci • (:)"ot 1.11LTI ie-DNIT1 FASTENERS • 18"oc, (2) MIN. • OF Sill fE REMOVE AND REPACE ( PLYWOOD AS NECESSARY MOVE EX. WOOD SILL PLATE AND REPLACE WI 1x TREX (or EQUAL) WOOD POLYMER LUMBER EX. CONG. PON. WALL rrFic44.1 EXTERIOR 1114LL CRACK REPAIR *METRIC MU 5 C95 FILL CRACK tu/ EPDXY IRJECTED GROUT FOR ALL WIDT14 4 woc CF CRACK EXISTIG CONCFETE FACADE 1114LL ----- c 5.:., cs4,./...\ .0E5 r• 7.1.: 3 4 EoCi'w 1 9:VACE • c oc dEIA."•'"......4.;,:' • t CF 404.... /\ a ' c c.s. 6 eiRES 412111,:r cooly! SCI 4Cler vumanom vas CCPC/ElE SALL REPAR AT OPENffili 10 er*V "Iv, 4 er) pii. 0 co ON — ..., 0 g tat = 0E4 . x c9 ri) to al CO a7 2 , ...... 0 .r.. .. 4 c.) < 0 ;114 = Pg ...d 0 z m a 00 '*****■., ce"' r.n N a ti4 .F. ai ..... ro■ -¢ 0 .„ CQ 0 :1?14 -1•1 r%_, i4 .. COI Z -To 0 cv a. EXPIRES 3/15/2004 1111•111ING ISSUE r-OR PER"' r-s6 Docrer 465 SEE% "RIPMIIIIM gala (Vier' .11" ac s mac- -t:411EVIEL IC PCDPC.00411 SCYPIMMIEW adIMID *A UTLE re`Ne C . , •—• %Le SCALE: a 4 PLOT DATE: :8 CAD FILE: PROJ. MGR.: nC DRAFTER: • • 11 REPLACE MIN. ONE SPACING CF EX. JOIST 3/4" PLYWOOD TO COVER ACCESS WOLE. NAIL w/ I0d • b "oc AT EDGES 16" EX. JOIST SPACING (VERIFY) NOTE: CRAW-SPACE ACCESS IS RESTRICTIVE IN SOME AREAS DUE TO DUCTS, PIPES, AND LOW I-4EADROOM. ....#F_IRST FLOOR EWE =III 4 MIN. ALEXIMLIALL w/ JOISTS ICULAR , ,NEW 3/4" PLYWOOD TO COVER ACCESS HOLE EX. JOISTS EX. CONC. FDN. WALL • _ • • .. ,;• ;_.11.•1/; r A • Sr' A /K 12 NEW 3/4" PLYWOOD TO COVER ACCESS 1•IOLE EX. JOISTS EX. BLOCKING EX. CONC. FDN. WALL T EXIST IDLE w/ JOISTS P 55 T CUT EX. PLYWOOD TO CENTERLINE OF EX. JOISTS EX. PLYWOOD SECTION NEW NAILING NEW PLYWOOD EX. JOISTS REPLACE AS NECESSARY (VERY RARE) 13 is 16" EX JOIST SPADING (VERIFY) J EX. HEADER OR DOUBLE TOP 1E NEW DOUBLE 2x'5 FLAT MATC 1 WALL THICKNESS CUT EX. PLYWOOD TO CENTERLINE OF EX. JOISTS — PLACE MN. ONE SPACING OF EX. EX. JOIST PLYWOOD DAMAGE SPOT MOO ,-NEW NAILING NEW PLYWOOD EX JOISTS REPLACE AS NECESSARY (VERY RARE) NOTE: WHERE PLYWOOD or JOISTS ARE ROTTING, SOFT OR OTI-IERWISE DAMAGED, REMOVE = REPLACE. MATC,I -I EX. PLYWOOD THICKNESS. CUT OUT PLYWOOD MINIMUM b" FROM DAMAGED AREA, AND CUT OUT PLYWOOD TO CENTERLINE OF NEIGI.IBORNG JOISTS. NEW PLYWOOD PIECES TO BEAR EX JOISTS. NAIL 10d • b" oc AT EDGES AND NAIL I0d • 12" oc FIELD. M 11, ekt 9_ :)O'k 4 ,v 3 or be taU4 bto c1C k . 'NEW PLYWOOD AT KITCHENS, BATH AND LA WRI' ROC115 VARIES b' MAX. NEW CLOGET OPEN% 1 NEW SIMPSON A34 TAB EA END. NEW 2x • lb" oc M ATCH WALL 'TWIC.,KNESS WALL ica I 11 SIMP. A35 • 48" oc W /I0dx /2NAILS ALIEINIE 5/54.0 E = 111= -III =l1 SIMP. UFP ANCNOFS • 48 oc EMBED FIRST FLOOR BOLTS ail EPDXY FIRST FLOOR 01 u • • • vortoo cr EX JOISTS EX. CONC. STEM WALL IPA EIl1?111= Y, EDI Aire OF S ILL 1i -- (ENTIRE BUILDING) _ MIN. CHAP - (2) LAYERS 15' BLDG PAPER EX GRADE E. III= II1 =1I1= - • • 11E111E I- r. DEPAIMLAtagai i t I r AT CONTRACTOR'S OPTION MAX CUT 4 REPLACE PLYWOOD SUB-FLOOR PER 364.0 SIPMPSON ACE POST CAP ES. REPLACE ROTTED, sal OR OT 5E DETERIORATED WOOD POSTS WIN NEW PRESSURE TREATED POST OF i eu ■ SAME SIZE (4x4 OR 4xb) !€U CONCFVE FOR SEPARATION Ck , WOOD R201 SOIL PLAN SIMP. A35 • 48 oc INSTALL w/ IOdx11 /2 NAILS IN • • TE CONTRACTOR'S OPTION: TO DRILL TAU Ex BOT. PLATE OF WALL. TO DRILL ANC 44OR ++OLES CONTRACTOR'S OPTION TO REMOVE 4 REPLACE PLYWOOD PER 3/54.0 FOR ACCESS. /4" AB•4 EMBED T" w/ EPDXY SIMP3ON AC POST CAP OR SUMP. LPT4 E.S. OP'iION CRAIILSPAGE HEAMICOLU1N COMECTION 10 TOE CF EX FOOTING NEW PT POST (4x4 or 4)(6) 15 SEA 20 CZ 104 bD 14 oh GJ r=1 › k l a34 1+1 v1:1 cO • rl :1 U E -*.4 Cr) N PT4 &"" tr) E r-7 ri 1.4 fro° E"♦ cr) Q -+ co U) 0 U) i EXPIRES 3/ V • lw • DIN I ISSUE .606 4, 01E 0 IIIIEG gOR *ENV AO•R_u'i Sc 15 &MC' rrc -+ r a s DnVIRIG �Dr -� PLOT DATE: 2' :a c CAD FILE: PRO'. 11GL: 1~!vG DRAFTEE >r'C SW NO + r -� - 116. • • S LIGHT FIXTURE SCHEDULE SCOPE OF ELECTRICAL WORK - RIVERTON TERRACE 1. REPLACE ALL ELECTRICAL DEVICES, LOAD CENTERS, UGH7ING FIXTURES, WIRING AND DEVICE BOXES WITHIN EACH DWEWNG UNIT. REPLACE ALL BASEBOARD HEAT IN KIND NTH 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 EXISTINIG 120V CIRCUIT FROM PANEL "EX" IN BUILDING G EXISTING UGHT STANDARD AND 150W FlXTURE EXTEND 120V CIRCUIT TO HOT BOX, CONNECT TO 500 VA HEATER SO,, 46--- S "R`E- I NEW "HOT BOX" SEE NCHANICAL SYMBOLS & ABBREVIATIONS a a-4 • raw .O' 0 LIGHTING SYMBOLS FLUORESCENT FIXTURE, TYPE AS INDICATED ON PLAN, SURFACE FLUORESCENT FIXTURE. TYPE AS INDICATED ON PLAN. RECESSED FLUORESCENT STRIP FIXTURE. DRAWN TO SCALE OR PER FIXTURE LEGEND FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE TYPE - SEE FIXTURE SCHEDULE SINGLE POLE SWITCH 3 WAY SWITCH DUPLEX RECEPTACLE 120V SMOKE DETECTOR COMMUNICATION OUTLET T.V. OUTLET PUSHBUTTON FOR DOOR CHIIAE DOOR CHIME GROUND FAULT PROTECTION CIRCUIT BREAKER POWER SYMBOLS • DOUBLE DUPLEX RECEPTACLE 120V GFI GROUND FAULT INTERRUPTER 16 ISOLATED GROUND S SAFETY TYPE RECEPTACLE ABOVE COUNTER AT +4" ABOVE BACKSPLASH OR +6" ABOVE COUNTERS WITHOUT BACKSPLASH. GFI OR GFI PROTECTED HALF -- SWITCHED DUPLEX RECPTACLE SPECIAL RECEPTACLE. TYPE AS NOTED PANEL -- 208 VOLT SYSTEM, +6' TO TOP U.N.O. EQUIPMENT CONNECTION DISCONNECT SWITCH ELECTRIC BASEBOARD HEATER EXHAUST FAN cRCUMNG SYMBOLS "%%. CONTROL CONNECTION, FOR INFORMATION ONLY SIGNAL & COMMIJNCAT1ON SYMBOLS RISER SYMBOLS ABBREVIATIONS AC INDICATES ABOVE COUNTER MOUNTING JIFF ABOVE MASHED FLOOR A, AWN' AMPERE AWG AMERICAN MARE CAGE CB CIRCUIT BREAKER OCT CIRCUIT DED DEDICATED (E) EaasmNG FBOIC FURNISHED BY OTHERS. INSTALLED BY CONTRACTOR FH FAN P1000 G. CND GROUND GEL CFO IGROU D FAST ORCUIT INTERRUPTER HT HEIGHT HINT HOT 'WATER MIK ,r-BOX KW P PIS RO RECEPT SMEO lE1.E TIP U110 l!C V N i W/O VP ,UNCTION BOX 'KILOWATT NEUTRAL POLE PANEL RACEWAY ONLY RECEPTACLE SWITCHBOARD TELEPHONE TYPICAL UNLESS NOTED OTHERWISE U DE:RCAdCET VOLT IMRE OR WATT PHA' WITHOUT WEATHERPROOF ( " r. D.E. SPARLIbe1G` w�e�s I E. : QES :2 -6 -Z4 I 750 2lth Avery► NE Seattle, VA MI5 2l -125-3313 Fax Sf P 4 X3 0 .!!°. f ) N b 2:4) U f ) E mlw4 41 O E-4 d w 1:4 c:4 = NI - :000, EL-4 x C.D.) 1:4 N:1 1=4 E-+ O 'd •+ MOM ENS 0 O m tie .0 C\ G CC) 0 tl) CV U) fi. O 0 • te' O m d 0 IMO • . . w 0 o x C s� RN PEINiI? oN Y w+s crSr *ft gm Kat , I ao APRC.OIaN SIC s 1111a'1 To Ws rl�o r+oawcawas We achaumpor ataces w.nc MIX SYMBOLS I 483 :EMIT 5 SCALE: PLOT DATE: 8.3 CAD FILL PROu. MCL: DES DRAIITIE CEA E.0 DESORPTION LAMPS MANUFACTURER A BEDROOM FIXTURE, CEILING MOUNTED (2) 20W T-4 SELF- BALLASTED KICHLER K- 8102WH B CORRIDOR. CEIUNG MOUNT (2) 20W T -4 SELF- BALLASTED KICHLERK-- 81021M-I C BATHROOM WALL MOUNT OVER MIRROR (2) 20W T -4 SELF - BALLASTED SEAGULL 4452 -15 D BATHROOM HEAT LAMP, RECESSED 300W HEAT LAMP BROAN 161 E DINING ROOM PENDENT KICHLER K- 7350W1-1 F KITCHEN FLUORESCENT 16 X 4', 2 LAMP (2) F32 T -8 UTHONIA 2LB 232 (� EXTERIOR WALL MOUNT 20W T -4 SELF- BALLASTED PROGRESS P5705 -31 H EXTERIOR CEIUNG MOUNT 20W T -4 SELF- BALLASTED PROGRESS P5703 -31 J CEIUNG LAMPHOLDER WITH PULL CHAIN 60W A -19 INCAND. BRYANT 5228 PC JI CEIUNG LAMPHOLDER 60W A -19 INCAND. BRYANT 5228 K UNDERCABINET FLUORESCENT 17W T -8 (24 ") UTHONIA 2UC17 120 S TAIRWAY WALL MOUNT 20W T -4 SELF BALLASTED SELF-BALLASTED OGR ESS P5703 -31 PROGRESS CEIUNG LAMPHOLDER, WEATHERPROOF 20W T -4 SELF- BALLASTED BRYANT 5228 • S LIGHT FIXTURE SCHEDULE SCOPE OF ELECTRICAL WORK - RIVERTON TERRACE 1. REPLACE ALL ELECTRICAL DEVICES, LOAD CENTERS, UGH7ING FIXTURES, WIRING AND DEVICE BOXES WITHIN EACH DWEWNG UNIT. REPLACE ALL BASEBOARD HEAT IN KIND NTH 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 EXISTINIG 120V CIRCUIT FROM PANEL "EX" IN BUILDING G EXISTING UGHT STANDARD AND 150W FlXTURE EXTEND 120V CIRCUIT TO HOT BOX, CONNECT TO 500 VA HEATER SO,, 46--- S "R`E- I NEW "HOT BOX" SEE NCHANICAL SYMBOLS & ABBREVIATIONS a a-4 • raw .O' 0 LIGHTING SYMBOLS FLUORESCENT FIXTURE, TYPE AS INDICATED ON PLAN, SURFACE FLUORESCENT FIXTURE. TYPE AS INDICATED ON PLAN. RECESSED FLUORESCENT STRIP FIXTURE. DRAWN TO SCALE OR PER FIXTURE LEGEND FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE TYPE - SEE FIXTURE SCHEDULE SINGLE POLE SWITCH 3 WAY SWITCH DUPLEX RECEPTACLE 120V SMOKE DETECTOR COMMUNICATION OUTLET T.V. OUTLET PUSHBUTTON FOR DOOR CHIIAE DOOR CHIME GROUND FAULT PROTECTION CIRCUIT BREAKER POWER SYMBOLS • DOUBLE DUPLEX RECEPTACLE 120V GFI GROUND FAULT INTERRUPTER 16 ISOLATED GROUND S SAFETY TYPE RECEPTACLE ABOVE COUNTER AT +4" ABOVE BACKSPLASH OR +6" ABOVE COUNTERS WITHOUT BACKSPLASH. GFI OR GFI PROTECTED HALF -- SWITCHED DUPLEX RECPTACLE SPECIAL RECEPTACLE. TYPE AS NOTED PANEL -- 208 VOLT SYSTEM, +6' TO TOP U.N.O. EQUIPMENT CONNECTION DISCONNECT SWITCH ELECTRIC BASEBOARD HEATER EXHAUST FAN cRCUMNG SYMBOLS "%%. CONTROL CONNECTION, FOR INFORMATION ONLY SIGNAL & COMMIJNCAT1ON SYMBOLS RISER SYMBOLS ABBREVIATIONS AC INDICATES ABOVE COUNTER MOUNTING JIFF ABOVE MASHED FLOOR A, AWN' AMPERE AWG AMERICAN MARE CAGE CB CIRCUIT BREAKER OCT CIRCUIT DED DEDICATED (E) EaasmNG FBOIC FURNISHED BY OTHERS. INSTALLED BY CONTRACTOR FH FAN P1000 G. CND GROUND GEL CFO IGROU D FAST ORCUIT INTERRUPTER HT HEIGHT HINT HOT 'WATER MIK ,r-BOX KW P PIS RO RECEPT SMEO lE1.E TIP U110 l!C V N i W/O VP ,UNCTION BOX 'KILOWATT NEUTRAL POLE PANEL RACEWAY ONLY RECEPTACLE SWITCHBOARD TELEPHONE TYPICAL UNLESS NOTED OTHERWISE U DE:RCAdCET VOLT IMRE OR WATT PHA' WITHOUT WEATHERPROOF ( " r. D.E. SPARLIbe1G` w�e�s I E. : QES :2 -6 -Z4 I 750 2lth Avery► NE Seattle, VA MI5 2l -125-3313 Fax Sf P 4 X3 0 .!!°. f ) N b 2:4) U f ) E mlw4 41 O E-4 d w 1:4 c:4 = NI - :000, EL-4 x C.D.) 1:4 N:1 1=4 E-+ O 'd •+ MOM ENS 0 O m tie .0 C\ G CC) 0 tl) CV U) fi. O 0 • te' O m d 0 IMO • . . w 0 o x C s� RN PEINiI? oN Y w+s crSr *ft gm Kat , I ao APRC.OIaN SIC s 1111a'1 To Ws rl�o r+oawcawas We achaumpor ataces w.nc MIX SYMBOLS I 483 :EMIT 5 SCALE: PLOT DATE: 8.3 CAD FILL PROu. MCL: DES DRAIITIE CEA E.0 14( Ile iri tlitli ir i ll ii i Roli 61 H H ii fi Pill i II 111 WI Ili iiiiiiiiiill ; ;H H ;UUH H U i I 888 88888 8 8 8 piiiiiiiiil ;; 1" ; 11 i 1 se C> I I o (BASEBOARD HEATER SCHEDULE I f 2' . 5 5 ' 6' e' a 1 103 KW iir i a❑ ii PANEL SCHEDULE mai 1 0 0 i i 2 ■ i l88 . iw i o I I 1 ill 1200 8 8 MUM 8 8 N 8 8 ti 8 l l N N 10 arrrr I / �r ti$46Cil I Vt>t 40"' • , rri , rra � . IIp ri � rs >_• .IM. 1 MOM !MQ 111) 11@PIACE IMMO — IID LOAD O+1111 2 amouns ,.$,$4, fb7.01DE /0C 21112/ S .P ii VPHISSS46 a a a r r r r 8 8 8 8888111 ii ' inn 1.50 1.50 H lEAT I I in o C> OS I o (BASEBOARD HEATER SCHEDULE I f 2' . 5 5 ' 6' e' a 1 103 KW 15KW 1 2.0 Kw gisq ii ! ��� RIVERTON TERRACE Tonkin/Hoyne/Lokan -- 0 Flu � N , 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON iit...) ��a "' �� i N 1" KINC COUNTY ROUSIGN AUTHORITY h := a � PHONE 624 7880 1 FAX: Washington (208 822 i768 98104 • m r CO X 2 C a z n 0 z 0 r 1 � m ernicl k ei fri 2 §14 0 2 6 31 2 8.g 42" c� c,5,§ 1. 11111 6 88 888 88888 8 8 8 ss > ss >ss> e�� g ad 1119111511 88 88888888888 §3 88 MANI 115 WWI 11 a r V 888 88888 8 8 8 88 88888888888 1 II PP 88 i i i f i 1 1 i i t i 1 V 8 B ✓ 0 a g ma r 61 r r a • > N 0 0 0 0 a • O ✓ v a w $ 8 r a a A 8 iA a i I 4 - a Sts 8 8 ■ I I a S a r ma ma .40 II8888I 4 O Oaf* i s ala 8 811 I r • ra .� r ma 88 H r r 7 s • e �E i i 88 13 w■• - 'POWs' a 1V ,' r r 88 411 a it • m r CO X 2 C a z n 0 z 0 r 1 � m ernicl k ei fri 2 §14 0 2 6 31 2 8.g 42" c� c,5,§ 1. 11111 6 88 888 88888 8 8 8 ss > ss >ss> e�� g ad 1119111511 88 88888888888 §3 88 MANI 115 WWI 11 a r V 888 88888 8 8 8 88 88888888888 1 II PP 88 i i i f i 1 1 i i t i 1 V 8 B ✓ 0 a g ma r 61 r r a • > N 0 0 0 0 a • O ✓ v a w $ 8 r a a A 8 iA a i I 4 - a Sts 8 8 ■ I I a S a r ma ma .40 II8888I 4 O Oaf* i s ala 8 811 I r • ra .� r ma 88 H r r 7 s • e �E i i 88 13 w■• - 'POWs' a 1V ,' r r 88 411 a it log �� ����� r � � H � ROM ISSN RIVERTO\ TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY HOUSIGN AUTHORITY Tonkin /Hoyne /Lokan Architecture and Urban Design 204 Firat Avenue suth, Seettle. Washington 98104 PHONE: (206) 624 7880 / FAX: (206) 622 1766 � ��� �� � IP sr e.a 1111111 1 111 f Cr, run i w c _, � y 88 8 2 v r IHOINS ONV 3anLxu 13NI8V31:130Nr1 :S310N OVld 114' =1 "-0' 4 BR UNIT - FIRST FLOOR PLAN , 21 urr Est FLOOR PL 1.5 KW RT-UP 48R 19.19 eel 2 I 911* II wr go 9 1.5 Kw 1002 BEDROOM 3717III BEDROOM 3/111/1 1.5 KW • IE P L 10,12 1.5 KW BEDROOM 3/ 1 /I/ 1 BEDROOM 3/1/1/1 1.5 KW 4 BR UNIT - SECOND FLOOR PLAN 1/4 =V-0" RT-UP48R j g u wrr- snowtLooRPuw alb FLAG NOTES: Et> NEW UNDERCABINET FIXTURE AND SWITCH. Et>. RANGE HOOD CONNECTION SEE EXHAUST FAN CONTROL DETAIL 7 o- 2�3 7 NE Seattle, VA 9S115 211111r-525--5313 Fax N S E P 94 x DF. SPARLt*IG .a,�rx aow�s 0 0 0.1 .!k.i.) a , U O U E-� 4 0 d P.4 r-T-I E" x 0 E. CID g:4 W � w r:4 F cn 0 Man L"tR ISMIIIC nut 3E R 7 FLOOR 4 \5 SCALE: PLOT DATE: 1304/03 CAD FilL 1�ROJ. VGL: 0E5 Dom 0 ao ces 0 0 bt C � C\2 Oc CO Cl) 0 0 En FOR PERM' 04. Y 110 DOOM. WS UM millIPMEP rat I Pow wti,c .ro. SOW 10 re+rs • P *cowuora1 sr ioN J UM saw* ,t • i Ii 2.5 KW 11.13 Gn wP Q► • r LIVING \ 3/1/1/I 5 BR UNIT FIRST FLOOR PLAN 1R Td' 11,13 I[) l 23.25 • 1.5 KW 14,16 BEDROOM 3/1/1/I BEDROOM i I ; I 1.0KWV II It 1 BEDROOM 3/ 1 /I/ I 5 BR UNIT - SECOND FLOOR PLAN urerr FLAG NOTES: NEW UNDERCABINET FIXTURE AND SNATCH. Dt>. RANGE HOOD CONNECTION DE> SEE EXHAUST FAN CONTROL DETAIL 14.16 1.5 KW BEDROOM 3/1/1/ 1 10,12 1.5 KW 16 R I SF✓ 0 i 2 Avow* PIE Swett*. VA 96115 206-522 -26@3 8-525-5313 Fax 1 1- ' 4'44 47 416 u �L sP C g 0 Ct5 CA Cr' co g . a cv CC Cg �� litG CI it 1% 4 lei C/) Ls• 0 ',., i - �° E 0 m a v 4t 0 Pli Cq �.. ,rte � �,, w �✓ V * 0 L CVa O cf) d g:4 (24 E C) 53.,) E--4 x w 0.0 � w d O d4 /d1/1C ISMS 1: Vl1i Miff Pt FOR PER!`17 PEW amPuumom AC SISECT 10 WWII ao MCIPPCOS7111 sr 4041 IMAM 5SR FLOOR PLANS SCALE: PLOT DATE: &1 CAD FRI: PRO'. IIGL: DE5 ORAFT111L C A • • STOP & WASTE VALVE SEE NOTE 1, THIS SHEET STOP & WASTE VALVE -�- a SEE Nom ,. THIS SHEET 1/2" UNDER FLOOR 4 BEDROOM UNIT - BLDG. E 3/4" UNDER FLOOR /2 " 3/4" 2 BEDROOM UNIT - BLDGS. A, C Ec F NO SCALE NOTE: UNITS A, C & E SHOWN UNITS B, D a F OPP. 4r► f 1/2 w e 10 SCALE MOM MS A & C SOON oars• *oOPP. 3/4" UNDER FLOOR 1/2" FLOOR 3/4' STOP & WASTE VALVE ---�- SEE NOTE 1, THIS SHEET 3/4" 1/2" UNDER FLOOR - FLOOR 3 BEDROOM UNIT - BLDG. B NO SCALE NOTE: UNITS A, B & D SHOWN UNITS C & E OPP. 1/2" UNDER FLOOR 4 ** 3/4" 3/4" 3/4' UNDER FLOOR - --- 3/4" STOP & WASTE VALVE sEE NOTE 1, THIS SHEET GENERAL NOTES: STOP & WASTE VALVE --�- 4 -fif H SEE NOTE 1, THIS SHEET 1/2"11 I L 3/4" 1/2" 1/2" UNDER FLOOR 3/4' Uh�ER 1. CONNECT NEW TO EXISTING WATER SERVICE. CONTRACTOR TO VERIFY EXACT LOCATION. 2. STOP VALVES AT FIXTURES NOT SHOWN. 3. INSULATE HOT AND COLD WATERUNES. ` 1/2 4 ......''',.,,,,.,,,,.. \■.„)i# z SEP 0 �n • * ***-"-‘ 444 ,;/;, • • , y4 1 A`-'t 19 0i- Af t EVERGREEN ENGINE Mechanical & Electrical Engineering Services 4052 NE 9114 St Tit POO 525-1071 s..tes. IR 98115 rot zos 527 0 0 CO CO co O m O er cv o-4 41° *a 11.464 otii lit tO 0.) A P. ?,,, .....- 0 g •• • d 1°111! w) w Q • = b � co ' al 0) 1 . - 0 2+ Q m ' 0 to m Ca CV _.1 ? `� rill 01 - !• .. 0 ww U � .1:4 0 = Z E-• ca.) n .44 1••••4 Z Pxyl E' x E" 0 CD E"'i Vs w rip �z 0 wq tt i DRA1DiG ISSUE PEIa'11T STET AUGUST 2, 2003 FOR PETIT 14X 111111 112001111111 MO 091111PIOND RR MOW AIMUCA1101 N/D ID JIM Iaowr/11016 .r4101111111111111111 Dian% mu D*E5TiC WATER SERVICE SC. %LE: AS NOTED PLOT DATE: C FILE: PROD- MGR= DRAFTER_ TIDE �a. P01.1 4 • 9 'I AaPrtox 01r— 4 -41- J / i DOSf?IG 4 OWING WATER METER LIGHT POLE PARTIAL PLOT PLAN NO SCALE RPBP PIPING DETAIL 1%2 = 11 SOUTH 1461H STREET PIPE SUPPORT UNDER S.O. VALVES LONG RADIUS ELBOW ( 18" -- I 1 N Et4e- (NI/ es) 4 1*'tw itfrovAC. HOT BOX ENCLOSURE RPBP WATER METER FIRE PLUG O HOT BOX 117'X48" X4' CONCRETE SLAB GRADE -�— CONDUIT - SEE ELECTRICAL . EXISTING 4" CIA Ala 146,1FRW C CONSTRUCTION NOTES DESCRIPTION OF THE WORK PICKERING COURT; REPLACE ALL PLUMBING FIXTURES WITH NEW AND INSTALL SEISMIC BRACING FOR EXISTING WATER HEATERS. RIVERTON TERRACE: REMOVE ALL DOMESTIC WATER PIPING FROM THE BUILDING SUPPLY TO ALL FIXTURES AND REPLACE WITH NEW. REPLACE ALL PLUMBING FIXTURES WITH NEW. INSULATE NEW HOT AND COLD WATER PIPES. INSTALL A NEW REDUCED PRESSURE BACKFLOW PREVENTER AND A HOT BOX FOR FREEZE PROTECTION. BURNDALE HOMES; REMOVE ALL DOMESTIC WATER PIPING FROM THE BUILDING SUPPLY TO ALL FIXTURES AND REPLACE WITH NEW. INSTALL A NEW WATER METER FOR EACH PAIR OF UNITS. REPLACE ALL PLUMBING FIXTURES WITH NEW. INSULATE NEW HOT AND COLD WATER PIPES. WATER PIPE COPPER WATER TUBE; ASTM B 88, TYPE 'L' WITHIN THE BUILDING AND TYPE 'K' WHERE UNDER GROUND OR IN CONTACT WITH EARTH. WASTE PIPING NO -HUB ASA GROUP 022 CAST IRON PIPE FOR DRAIN AND WASTE PIPE ABOVE THE CRAWL SPACE; OR SCHEDULE 40 ASTM D 2661 ABS DWV PIPING IN CRAWL SPACE. VENT PIPING NO -HUB ASA GROUP 022 CAST IRON PIPE, SCHEDULE 40 ASTM A 53 GALVINIZED STEEL OR SCHEDULE 40 ASTM D 2661 ABS DWV PIPING. FITTINGS COPPER TUBE: WROUGHT-COPPER SOLDER JOINT PRESSURE FITTTINGS, ASME B16.22 AND CAST - COPPER SOLDER JOINT PRESSURE FININGS, ASME B16.18 COPPER UNIONS: ASME B16.18, CAST COPPER ALLOY BODY, HEXAGONAL STOCK, WITH BALL- AND - SOCKET JOINT, METAL -TO -METAL SEATING SURFACES, AND SOWER-JOINT OR THREADED ENDS. CAST IRON PIPE: NO -HUB ASA GROUP 022 CAST IRON FITTINGS. GALVINIZED PIPE: ASTM A -53 PIPE: ASTM B16.4 GALVINIZED CAST -IRON THREADED RECESSED DRAINAGE PATTERN WITH THREADS CONFORMING TO ASME 61.20.1. 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: ASTNA 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. CONTRACTOR VERIFY ALL DIMENSIONS ON SRE. PERFORM ALL WORK IN COMPliANCE WITH THE UNIFORM PLUMBING CODE, 2003 EDITION. DO NOT ENCLOSE, INSULATE, COVER, OR PUT INTO OPERATION WATER DISTRIBUTION OR WASTE AND VENT PIPING SYSTEMS UNTIL THE SYSTEMS HAVE BEEN INSPECTED AND APPROVED BY THE AUTHORITY HAVING JURISTICTION. NOTIFY THE PLUMBING INSPECTOR AT LEAST 24 HOURS PRIOR TO THE TIME AN INSPECTION IS TO BE MADE. ROUGHING IN INSPECTION: ARRANGE FOR INSPECTION OF PIPING SYSTEM BEFORE CONCEALED OR CLOSED IN AND PRIOR TO SETTING FIXTURES. CAP AND SUBJECT THE WATER SYLMS TO A STATIC PRESSURE TEST OF 50 PSI G 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. FINAL PLUMBING TEST: AFTER PLUMBING FIXTURES HAVE BEEN SET AND THEIR TRAPS FILLED WITH WATER, PLUG STACK OPENINGS ON ROOF OF BUILDING AND BUILDING DRAIN WHERE IT LEAVES THE BUILDING. INTRODUCE AMR 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 ADDITIOIVAL MR FOR 4 HOURS. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYTEM OR PORTION THEREOF UNTIL SATIFACTORY RESULTS ARE OBTANdEED. PREPARE REPORTS OF I t.suS AND CORRECTIVE ACTION_ IIIMALLOON RUN PIPES GENERALLY AS SHOWN AND PARALLEL TO THE BUILDING NAL.LS. MAKE MEASUREMENTS AT SITE BEFORE CUTTING AND FABRICATING PIPING ASSIDWBUIES. CONFORM TO THE FOLLOWING TABLE FOR MAXIMUM SPACING MID IIINUUM ROD SIZES FOR HANGERS NC SUPPORTS: PPE MAIL. MAX. HOR MAX. VERT_ MIN ROD SPACING SPACNMG COPPER 5' 10' NO-HUB 5' 10' GALV. 7' 15' ABS 4 * 4 ' ISOLATE ALL PIPES FROM BUILDING STRUCTURE. 3/8 3/8 3/8` 3/8 INSULATE HOT MD COLD WINTER PIPES USING M THICK tusramEROc IM'SU AT ON- CLEM AND DIS'NNFECT THE MUGU WATER SYSTEM PRIOR TO USE. FLUSH WITH CLEAN HATER mat DE'TY MITER DOES NOT APPEAR AT THE OUTLETS. DIM THE SYSTEM. FLI THE SYSTEM KITH A NAM/CHLORINE SOLUTION cowman AT LEAST 50 PINY CHLORINE AND ALLOW MIN THE SYSTEM. FILL THESYSTOI NTH A SOIU11ON OONTAI ING AT LEAST 200 PPM OLORINE IMO ALLOW FLUSH THE SYSTE11 WITH CLEAN POTABLE PATER TRITE MARINE LEVEL 6 MIL TO THE 'OUTER SUPPLY STET OVER SAMPLES IN STERM.E BOTTLES 10 DE MINORITY IIS1 G IIEPAT PROCEDURES IF BIOLOGICAL SHOWS EVIOE710E of CONTAMI IM1D& TO SIN FOR 24 HOURS,. TO SIAM FOR 3 HODS. CHLORINE LIVEN.. Iw NOTE: ITEMS IN THIS SCHEDUOLE ARE THE PREFERRED ITEMS. SIMILAR ITEMS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED WHEN APPROVED BY THE OWNER. LAUND W.C. SINK LAV SHWR TUB HWT PLUMBING SCHEDULE DESCRIPTION WASHING MACHINE SUPPLY & DRAIN: GUY GRAY MANUFACTURING CO., INC. MODEL B150. TOILET: KOHLER DEVONSHIRE TOILET MODEL K -3457 WITH K -4653 SEAT AND K -7637 ANGLE SUPPLY WITH STOP. KITCHEN SINK: ELKAY MODEL STLR- 3322 -R DOUBLE BOWL STAINLESS STEEI SINK WITH LX-- 35BASKET STRAINER AND DELTA 400WF FAUCET WITH SPRAY. BATHROOM LAVATORY: CRANE 1 -319 WITH DELTA 520 WF MPU FAUCET. SHOWER: JKOHLER SONATA SHOWER MODULE K -1599 WITH K-9132 SHOWER DRAIN, K- 701214 SHOWER DOOR & DELTA DM3641 SHOWER VALVE. BATH: KOHLER DYNAMETRICS BATH K -519 OR K -520 WITH K- 7160 -AF BATH DRAIN, K -6881 DIVERTER SPOUT, K- 704216 BATH DOOR AND DELTA DM3641 SHOWER VALVE. HOT WATER • • OT I CO RPBP REDUCED PRESSURE BACKFLOW PREVENTER HOT BOX RPBP FREEZE PROTECTION: HOT BOX MODEL 6E WITH 500W HEATER. ti ()A- e 1') 0 t Pan Do •213 Pu'wir�' R Pe P 1 pevwN U41 uMaw p -04 6314.41. 0). 4052NE4111 ST. Swink M 211115 ✓ • w , .'_ •� r te ." To -- - --, ►, . ‘. oPi j , * O ; E VERGREEN ENGINEER l Mechanical ac Electrical Engineering Services Ti. 22-1071 Fat 206 06 5 S -2719 ■ rwl o m 0 al d ce 004 .!:1 41 OD ''*.%. Il lf ) l m air) A , 04 p r) 1 >yf". rn w 0 ...... = 1' 4 CD (I D g: Q� 2 Q . - 1? v P. .. 44 C CD oa 0 - �.. .w ' w 0 v 2% E 4.C4 o x O E Cn 44 141 0■4 $:4 M 1:4 En-4 E-4 H � c:4 w � d E—• cip . d4 O d4 nom PERMIT SET AUGUST 12, 2003 Fat PEAT ONIX isoac r rr wsNMI VCR �wr APPLIGINDI AID W rr = VD KONG MU GENERAL NOTES AND DETAILS f %LE: AS NOTED PLOT DATE: CAD FILE: PRO1_ MGR.: - DRAFTER: PVE * • I 5 i iv,r. EPA, q r FrxruRE I FIXTURE CONNECTIONS I N N N N N s • * * • RIVERTON TERRACE 14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY HOUSING AUTHORITY <441 \i \ \\ N 46 N N N N N 0 W (4 ts) IV 1 4 ssalw s U r iFkSTE .■ tit W Ps) N N 1 N I r • s fr01.3 DRAWL%G ISSUE PERM' SET itialST 12, 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) 824 7880 / FAX: (206) 822 1766 rni L4TIC F 4LU AS E. R: r'OI U • • • • 4 • 1 I o 1/2 1 -1/2 .,, V.T.R. 2' 1-1/2" ) V.T.R. 1 -1/2" V.T.R. 1 -1/2" ) V.T.R. ( 3" 1 -1/2" 9 r i U, Z )4 . 5) 1 -1 /2" 1 -1/2" 1 -1/2" 1 -1 / ) V.T.R. t 2* -C) n � O �r 'Ca* 3" V.T.R. 3" l V.T.R. ( V.T.R. 1--1 /2" ) V.T.R. z