HomeMy WebLinkAboutPermit D03-277 - RIVERTON TERRACE APARTMENT - KING COUNTY HOUSING AUTHORITY BUILDING EK.C. HOUSING
AUTHORITY —BLDG E
14440 41sT AVENUE
SOUTH
D03 -277
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 0040000205
Address: 14440 41 AV S TUKW
Suite No:
Tenant:
Name: RIVERTON TERRACE APARTMENTS
Address: 14440 41 AV S, TUKWILA WA
Owner:
Name: KING COUNTY HOUSING AUTHORITY
Address: 15455 65TH AVE S, TUKWILA, WA
Contact Person:
Name: JOHN D'AGNONE
Address: 204 FIRST AV S, SEATTLE WA
Contractor:
Name: C E & C INC
Address: 3221 CENTER ST, TACOMA WA
Contractor License No: CEC * * * *346L7
DESCRIPTION OF WORK:
INTERIOR REMODEL INCLUDING NEW FINISHES, FIXTURES AND CABINETS PLUS ASSOCIATED HAZ -MAT, PLUMBING
AND ELECTRICAL UPGRADES. NEW ENTRY DOORS AND WINDOW REPLACEMENTS. PRUDENT OWNER STRUCTURAL UPGRADES
TO BE PERFORMED WHERE FEASIBLE. WATER SERVICE PROVIDED BY WATER DISTRICT #125; REFER TO PERMIT
D03 -274 FOR BACKFLOW INSTALLATION ON DOMESTIC WATER.
Value of Construction: $ $40,000.00 Fees Collected: $900.04
Type of Fire Protection: NONE Uniform Building Code Edition: 1997
Type of Construction: V -N Occupancy per UBC: 0001
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
doc: Devperm
Public Works Activities:
N
N
N
N
DEVELOPMENT PERMIT
Profit: N
Permit Number: D03 -277
Issue Date: 12/19/2003
Permit Expires On: 06/16/2004
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:
Private: N Public: N
D03 -277
Phone:
Phone: 206 - 624 -7880
Phone:
Expiration Date:09 /30/2004
Non - Profit: N
Printed: 12 -19 -2003
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Water Main Extension:
Water Meter:
doc: Devperm
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
N
N
Private: N
** Continued Next Page **
D03 -277
Public: N
Printed: 12 -19 -2003
Signature:
Print Name:
doc: Devperm
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Permit Center Authorized Signature:
JJ (�
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating construction or the performance of work. I am authorized to sign and obtain this development permit.
Date: /9P-56
C�3
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 -277
Date: /x 71)1-.00
Printed: 12 -19 -2003
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 0040000205 Permit Number: D03 -277
Address: 14440 41 AV S TUKW Status: ISSUED
Suite No: Applied Date: 09/04/2003
Tenant: RIVERTON TERRACE APARTMENTS Issue Date: 12/19/2003
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division.
3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be
inspected by that agency, including all gas piping (296- 4722).
4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical
work will be inspected by that agency (206- 835 - 1111).
5: All mechanical work shall be under separate permit issued by the City of Tukwila.
6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any
construction. These documents are to be maintained and available until final inspection approval is granted.
7: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division
of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection
reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name,
permit number and type of inspection being performed.
8: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to
the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable
workmanship provisions of the UBC.
9: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear
identification showing the fire performance rating thereof.
10: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997
Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition).
11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any
requirements for special inspection.
12: All wood to remain in placed concrete shall be treated wood.
13: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be
construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any
other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this
code shall be valid.
14: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building
Inspector.
doc: Conditions
D03 -277
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 -277
Printed: 12 -19 -2003
•
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Signature:
Print Name:
doc: Conditions
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any
regulating construction or the performance of work.
D03 -277
of law and ordinances
other work or local laws
Date: /f PE o3
Printed: 12 -19 -2003
Site Address:
Tenant Name:
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Property Owners Name: 1.4 t hl c
Mailing Address: e, p n
Contact Person:
E -Mail Address:
Applications and plans must be complete in order to be accepted for plan review. ��UY DG O/G 7
Applications will not be accepted through the mail or by fax. ow -- oil / l G
* *Please Print ** dl�f G' ,
SDI clam 76Z-
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Name: Tc > hl 1= O to l
Mailing Address: , 04 t i . ~r 4
E -Mail Address: J �,� �1 C� ( coo"
•GENERAL CONTRACTOR INFORMATIO
Company Name:
Mailing Address:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
.`ARCHITECT OFIRECORD -Alt plans must be wet sta raped by Archt0e(of Recort •
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
\applications\pennit application (3.2003)
3/2003
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King Co Assessor's Tax No.: — 514 r 600. I
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Day Telephone:
Fax Number:
State
Zip
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City State Zip
Day Telephone: ( 0 le) ( p - 7 `7j fv rl
Fax Number: ( 0 /,) & Z - 17 (o G.
'ENGINEER OF. RECORD:. Aii.plans'mtiust be stamped by .Engineer of Record;:
State
Zip
City
Day Telephone:
Fax Number:
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Valuation of Project (contractor's bid price): $ 4 4 ao 0
Scope of Work (please provide detailed information):
1' 'Floor
2^° Floor
'3f0 Floor
Floors
Basement
Accessory Structure*
Attached. Garage
Detached, Garage
Attached Carport
Detached Carport
Covered 'Deck ..
Uncovered Deck
'applicationslpermit application (3.2003)
3/2003
xisting
To P l'Gi fi7(LNt 4. 1
Interior;
Remodel
Addition to
Existing
Structure.
Page 2
Existing Building Valuation: $
Type of..
Construction
per UBC
Will there be new rack storage? p ..Yes ErNo If "yes ", see Handout No. for requirements.
Provide All Building Areas in Square Footage Below
ew :
HILLS 01:4
(r
Type of
Occupancy per
UBC
E -I
PLANNING DIVISION:
Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? 0 ....Yes ❑ ..No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
0.. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑ ..No
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.
Scope of Work (please provide detailed information):
Water District
❑ ...Tukwila ❑ ... Water District #125
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle
❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided
❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ")
❑ ...Technical Information Report (Storm Drainage)
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s)
Proposed Activities (mark boxes that apply):
❑ ...Right -of -way Use - Nonprofit for less than 72 hours
❑ ...Right -of -way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right -of -way
Non Right -of -way
❑ ...Total Cut
❑ ...Total Fill
❑...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backtlow Prevention - Fire Protection
Irrigation
Domestic Water
❑ ...Permanent Water Meter Size...
❑ ...Temporary Water Meter Size..
❑ ... Water Only Meter Size
❑ ...Sewer Main Extension Public
❑ ...Water Main Extension Public
tapplicationtlpermit application (3-2003)
3/2003
Please refer to Public Works Bulletin #1 for fees.and estimate' sheet .
cubic yards
cubic yards
17
„
„
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
„
Call before you Dig: 1- 800 -424 -5555
WO#
WO#
WO#
Private
Private
❑ .. Highline ❑ ...Renton
❑ .. Geotechnical Report ❑...Traffic Impact Analysis
❑ .. Maintenance Agreement(s) ❑...Hold Harmless
❑ .. Right -of -way Use - Profit for less than 72 hours
❑ .. Right -of -way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water
Monthly Service Billing to:
Name:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
❑ ...Sewer . ❑ ...Sewage Treatment
Day Telephone:
City
State Zip
Day Telephone:
City
State Zip
Page 3
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Deduct Water Meter Size "
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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
VI ECI ANICAL T� :INFOIL.,iATION. == :2064313670.
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
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* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Q
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Contractor Registration Number: Expiration Date:
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Use: Residential:
Commercial:
Fuel Type: Electric
Indicate type of mechanical work being installed and the quantity below:
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 O 0 AUTHORIZED AGENT:
Signature: 17 6-,
i
Print Name:
Mailing Address:
Date Application Accepted:
9 C)-3
\applicationslpermit application (3.2007)
3!2003
New ....
New ....El
Replacement .... Ej
Replacement ....
0 Gas.... Other:
I Date Application Expires: Staff I 't als:
Page 4
J Day Telephone:
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TRANSACTION LIST:
ACCOUNT ITEM LIST:
Description
doc: Receipt
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
z
RECEIPT
re 2
Parcel No.: 0040000205 Permit Number: DO3-277
Address: 14440 41 AV S TUKW Status: APPROVED w 0
Suite No: Applied Date: 09/04/2003
w
Applicant: RIVERTON TERRACE APARTMENTS Issue Date: _I H
u) u.
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ga
Receipt No.: R03 -01516 Payment Amount: 547.25 u_
co
Initials: SKS Payment Date: 12/19/2003 09:40 AM H w
User ID: 1.165 Balance: $0.00 z H
1- 0
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Payee: KING COUNTY HOUSING AUTHORITY v N
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Type Method Description Amount O
Payment Check 155693 547.25 lll�
U =
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BUILDING - RES 000/322.100
STATE BUILDING SURCHARGE 000/386.904
Account Code ' Current Pmts
542.75
4.50
Total: 547.25
Mil 12 /19 97 16 TOTAL. 409..50
Printed: 12 -19 -2003
Z
Copy Reprinted on 09 -04 -2003 at 15:56:01
RECEIPT NUMBER: R03 -01085
SET ID: S000000085
TRANSACTION DATE: 09/04/2003
SET TRANSACTIONS:
. Set Member Amount
D03 -273 463.94
D03 -274 418.44
D03 -275 463.94
D03 -276 287.14
D03 -277 352.79
D03 -278 463.94
TOTAL: 2,450.19
Payment Check 20370
ACCOUNT ITEM LIST:
Description
PLAN CHECK - RES
SET RECEIPT
09/04/2003
SET NAME: Temporary Set
TOTAL PAYMENT: 2,450.19
TOTAL PAID FROM TRUST: . 00
TOTAL PAID FROM CURRENCY: 2,450.19
TRANSACTION LIST:
Type Method Description Amount
RECEIPT ISSUED BY: ADMIN INITIALS: BLH
ENTERED DATE: 09/04/2003 TIME: 01:10 PM
2,450.19
TOTAL: 2,450.19
Account Code Current Pmts
000/345.830 2,450.19
TOTAL: 2,450.19
PAYEE: TONKIN/HOYNE/ LOKAN ARCHITECTURE
}.',c+ 09/05 ' TOTAL 2450.19
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Type of Inspect n � t- 0 ,a.
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Special Instructions:
►
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Date Wanted: ii
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Requester: !
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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
J Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
F /A-e Y3..a: al-ur.,*.v
41:2 Nl4 t om_ rb .
Inspector:
Date: p) _ `
1
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
COMMENTS:
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Date Called:
Special Instructions:
Date Wanted:
a.m.
p.m.
Requester:
Project: , tt
Type of Inspection: r ,
Address:
11-\%-\1-\ 0
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Date Called:
Special Instructions:
Date Wanted:
a.m.
p.m.
Requester:
Phone No:
INSPECTION RECORD
Retain a copy with permit
1 1
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
1x) - 2.77
(206)431 -3670
E Approved per applicable codes. J Corrections required prior to approval.
Inspectof: —y5319r .c1/
Date:
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
NL':✓ aroi" i:. w.,' b ix i s�`' d.. a`.'.' Y�' r. 1crKT"+ F :- �z.1..:tiv. - ....zs.::s:G ;.;.
COMMENTS:
7�acP Aft,
Tfpe of Inspection:
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Special Ihsttuttions:
Date Wanted:
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Requester:
....,,
Phone04S-3
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INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. 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.
Inspector`
?-)A1D 40A,Jr
Date: 9,16 0a 2 l
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
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Date Wantec• , � � n arn,
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Request :
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•
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. — PERM
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 r 6) 31 -3670
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
Inspector(
&L)
Date: d 1 ! 0 L'
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Project,
A \I ev- y\
- T - Crtruce.
of I spec i n:
Lk ) G U Lrcl.
t o_siepi I h
Address:
'
4
Date Called:
f
Special Instructions:
Date Wanted:
a.m.
Requester:
Ac,v61-,
Phone No:
a
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
51 A per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector. �
Date:
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Pr '6 r
.11-41A )rn 1 / 14 -Ar
Type of Inspection:
JN X.&' GC—P /C2—,-Z
ddress:
/V VW g/'
Date Cal
` / -5-=
Special Instructions:
Date Wanted: a.m.
7 — / 6 — , ' 1
Requester:
Phone No:
,2S3 (1 ,20 - - toy /..
7
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
g i Approved per applicable codes.
COMMENTS: i:
(206 431 -3670
El Corrections required prior to approva
Inspector: / ✓ Date:? / .,(
I
DI $47.00 REINSPECT! s N FEE R QUIRED. Prior to inspection, fee m st be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection.
Receipt No.:
Date:
Pr ec11/�
t'':p
V -(V
� ii 7J (P /
Typ Inspection:
"'1 17oo1d
ddress o S trin ,
Date Caile`
p
Special Inluctions.
Date Wanted: rq a.m.
) �
Requester.
/(b
Phone N
,.5 *- ) \2B -- 1 fc
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
,
Approved per applicable codes. J Corrections required prior to approval.
f::3 `�Y1
COMMENTS:
- A t /1/4e_C
f
$47.00 REINSPECTION F
paid at 6300 Southcenter
R c ipt No.:
Date:
— 13 —0
REQUIRED. Pr or to inspection, fee must be
Ivd., Suite 100. Call to schedule reinspection.
Date:
PE • I NO,
C .)431 -3670
P ject:
v.. el , - - "ce 444 7'
Tyr( of Igspction:
i 4 I
Mdre v
s:
iLift0 1-ftlt-44x, (1-_
Date Calle
SP cial In tr ctions:
Date Wanted: .
(3 0
Requester:
ai)h-/f jil
PhqRp_o:
i'SY X2'0-' CP 9- i 5
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981 88
la Mproved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
(206)431-3670
Corrections required prior to approval.
COMMENTS:
(
Inspe t r:
C*4
Receipt No.:
Date:
` (3 --Oci
7.00 REINSPECTION FE REQUIRED. rior to inspection, fee must be
id at 6300 Southcentei Blvd., Suite 100. Call to schedule reinspection.
Date:
•
m ect: .69 TziA ce
Type of Inspection: ,.
, 6t1 ( i
J.
Address: L( up:F ..\°.
v u
Dat ailed: ...-: /
it i )
0 Li
S
Date Wanted: _ i .,.
i
0 i4
RequesteriN 1 1
—
Phone No :
INSP E N NO.
CTil
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981 88
)4
- 1514ezroved per applicable codes. Corrections required prior to approval.
COMMENTS:
PIlk \L‘)■Tan c13 (A
I sp tor:
Date:
r
- I Oy
.00 REINSPECTION E REQUIRED.)rior to inspection, fee must be
rd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Re pt No.:
Date:
z
<
I I
z
IX 2
-I 0
00
U)
U) L1J
W
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C/) ti
u j 0
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u_ <
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D
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• —
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P- ro
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P rj gct:
Ue.c \ ¶ C P AO+
Tyre f Inspection:
. �U 44 G� 6{ 1 ) 011 Gi kP I
Acid a s:
I YID 4 (1}itt*.
-SQ'
Date Called:
"7i 0-10q
Specia Instructions:
Date Wanted: a.m.
r 7 I
_
Requester:
LOAii)
Phopg No:
:?\
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.
COMMENTS:
2.royt tG J - ki_ �! dvd cry. ,
I _
(�-/
P ( u� \
ect
47.0
al
Rec ilft No.:
Date:
. oy
REINSPECTION FE REQUIRED Prior to inspection, fee must be
t 6300 Southcenter B vd., Suite 100. Call to schedule reinspection.
Date:
S
COMMENTS:
1 - 0 1 4fiCP Ai-
3 / , 3 2—
A . dress:
je
F 2 4--rvi iki _ 6 , 1 ,,, lo t / Q71/4 .
Date ailed:
7
Instructions:
C
e PDx( P iv to,' 611+
/ A) oe 0 -1 IoNi., /-("ty-r.
(Citise . 4.)
7._
V)
014°v rd( - P 121.144 Lhi Po..., 4 -') el.
A .--/ I • " (/c; it (4---/ iln /, /1/.5fix, CP fir .
(S) Z-=. 7 0 Liusid •4
P . ect:
11 --
•.. A 4 >
1 - 0 1 4fiCP Ai-
Type nspection:
k , --
A . dress:
je
C ix-v2A-iit-
I
( 4-t, • S' ,
Date ailed:
7
Instructions:
Date Wanted: a.m.
/1044
( Cs(f (.43-FrIT
Requester:
Ta
Phone No:
n ectsk
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981 88
' [.Approved per applicable codes.
/44"..e.)
.00 REINSPECTION EE REQUIRED.
id at 6300 Southcenter Blvd., Suite 1
c)05
PERM NO.
• >AI
/
206)431-3670
Corrections required prior to approval.
Date:
a V
tI nor to inspection, fee must be
0. Call to schedule reinspection.
Receipt No.:
Date:
Projec \
.
*Ave rly. 1`e V f U t `e
Type of Inspection
f P " CO 1/1
Ad _
),\ Au
Date Called:
Special Instructions:
Date Wanted:
a.m.
p.m.
Requester:
Phone No:
.e, ..a..w.S:++ =.L'� '- 6d.::: .�.'.is:1:+..- y..•+iiy..ssia;.a: `i"�
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.
PERMIT
(2
31 -3670
Ej Corrections required prior to approval.
COMMENTS:
Inspectort j/ nir
Date: h;
$47.00 REINSPECTION FEE RtQUIRED. Prior to inspection, fee must be
•
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Residential Heating and Ventilation Compliance Form
(Complete Sections I and II for Group R Occupancies 4 Stories or Less)
Project Name:
Site Address:
Effective: 7/1/02
14440
•
CITY OF TUKWILA
Permit Center
6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188
Telephone: (206) 431 -3670
MECHANICAL PERMIT APPLICATION NO.:
BUILDING PERMIT APPLICATION NO.:
_, ,
V') '
House Square Footage (heated space):
X 20 BTU /h
❑ _ Heating System Installed, (check system type below):
1. ❑ Electric Resistance
2. ❑ Electric (forced air)
3. ❑ Other Fuels (gas, heat pump)
FILE COPY
II. WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (select A or B below):
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
APPROVED
B. ❑ Component Performance Approach — W.S.E.C. Chapter 5 (submit documentation)
C. ❑ Prescriptive Option — W.S.E.C. Chapter 6 (for prescriptive, complete the following calcul t A: 1 1 2803
/Z i EL)
= Maximum BTU of Heating System Output
RECEIVED
CITY OF TUKWILA
SEP - 4 2003
PERMIT CENTER
A. ❑ Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation).
B. Er Prescriptive Ventilation Options - W.S.V.I.A.Q. Section 303 (select one of the following):
1. Ventilation using Exhaust Fans (Section 303.4.1.)
❑ Exception for outdoor air inlets — Forced air heating system w /interior doors undercut 1/2"
2. ❑ Ventilation integrated with Forced Air System (Section 303.4.2.)
3. ❑ 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
Floor
Area, ft2
Bedrooms
Maximum Length
Feet
2 or less
3
4
5
6
7
8
4 inch
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
<500
50
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
r:• 1501- 2000:: '
65' .
' 98
• '80 '
120
95 ':
143:
1
165
• 125
188
. ,
210
155
233
2001 -2500
70
105
85
128
100
150
115
173
130
195
145
218
160
240
<< :2501- 3000:.
75'`:
„113
`90: ::.
:135..
:105
:158'
-120.`:..
180
. 1135
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~
1. 88'.
' 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
' `:` +' "' >:9000.`' ':
145
:218
-'160;`
.240 `
, 175
263
190 '
285
205
. 308
.220'
: 330'
235
'353
Fan Tested CFM
a 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
" a:50
:
'.' :..
5'inch
90 '
: `5 inch
:. 100
3
50
6 inch
No Limit
6 inch
No Limit
3
! <:.
, ; ;80
:
4:inch
NA
:41inch -
;20. :.
3 >
80
5 inch
15
5 inch
100
3
.3 •
. 80;.
6:inch
90 : '
6 inch
No:Liti'iit
3
100
5 inch
NA
5 inch
50
3
t . ,
r: 100
: "
� inch"
:.
'.:45''
6 inch'` ,
`,No Limit
125
6 inch
15
6 inch
No Limit
3
125
..
7'inch
•70
. � 7 inch:,' . .,
.::,No Limit'..,.
3.:.:.
1. For each additional elbow subtract 10 feet from length.
2. Flex ducts of this diameter are not permitted with fans of this size.
Effective: 7/1/02
TABLE 3 -2
VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS
Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM)
For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per
bedroom. The maximum CFM is equal to 1.5 times the minimum.
TABLE 3 -3
PRESCRIPTIVE EXHAUST DUCT SIZING
n!fiF.l,
Z/02/2003 16:58 206527"
- Tezeorx-re?.._
,
EVERGREN
?..awoopet5 .2fez? 43t
0 to
x.0
).4„.._z• • ff&P
z tot° 414C°
PAGE 02
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Aug 16 04 01:42p CASCADE TESTING
[111-.10
•
•
August 16, 2004
Cert No. 0402 -25
City of Tukwila Building Department
6300 Southcenter Boulevard, Suite 100
Tukwila, Washington 98188
Attention;
Reference:
Dear Mr. Larson:
CASCADE TESTING LABORATORY, INC.
TESTING G INSPECTION
12918 N.E. 126TH PLACE
KIAKLAND, WASHINGTQN 98034
Dave Larson.
Riverton Terrace Housing Project
14440 41st Avenue S
Permit No. Building D, D03 -276
Building E, D03 -277
KIRKLANO: (425) 823 -9800
FAX: (425) 823 -2203
425 -823 -2203
SEATTLE: (206) 525 -6700
EVERETT: (425) 259.0817
This is to advise you that special inspections are completed for the above referenced project.
Special inspections were performed for the following activities.
Building D
1. Epoxy anchor bolts
Building E
1. Epoxy anchor bolts
All work as inspected and reported conformed to Tukwila Building and Land Development approved
plans, specifications, Director's Rules, UBC and related codes and/or verbal or written instructions
from the Engineer of Record.
Respectfully,
CASCADE TESTING LABORATORY, INC.
Kenneth B. Foot
President
p.1
RECEIVED
/.!.!g
DEPA
ffr]
August 16, 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
14440 41st Avenue S
Permit No. Building D, D03 -276
Building E, D03 -277
Dear Mr. Larson:
CASCADE TESTING LABORATORY, INC.
TESTING & INSPECTION
12919 N.E. 126TH PLACE
KIRKLAND, WASHINGTON 96034
This is to advise you that special inspections are completed for the above referenced project.
Special inspections were performed for the following activities.
Building D
1. Epoxy anchor bolts
Building E
1. Epoxy anchor bolts
All work as inspected and reported conformed to Tukwila Building and Land Development approved
plans, specifications, Director's Rules, UBC and related codes and/or verbal or written instructions
from the Engineer of Record.
Respectfully,
CASCADE TESTING LABORATORY, INC.
Kenneth B. Foot
President
KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700
FAX: (425) 623 -2203 EVERETT: (425) 259 -0817
RECEIVED
AUG 18 2004'
COMMUNITY
DEVELOPMENT
ivav im. �. �uwo: 4��.i tta.' �', r���w% x: Y. Nt} rd' �'• �r�d1S4' Sa. 4rw....... w�Fu :%::Ai::..�c...:..:- '�....rf �i +La,' ;,
June 17, 2004
John D'Agnone
204 First Avenue South
Seattle, WA 98104
RE: Permit Application No. D03 -277
14440 41st Avenue South
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila
Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the
Building Official under the provisions of this code shall expire by limitation and become null and void if the
building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work is
commenced for a period of 180 days.
Based on the above, you are hereby advised to:
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit
or last inspection; or if the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a one -time
extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not fall for the above inspection or request and receive an extension prior to July 25, 2004,
your permit will become null and void and any further work on the project will require a new permit and
associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Stefania Spencer
Permit Technician
Xc: Permit File No, D03 -277
Bob Benedicto, Building Official
City of Tukwila
Department of Community Development Steve Lancaster, Director
• Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final
inspection.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665
u, .,_.- ,.....
Steven M. Mullet, Mayor
ACTIVITY NUMBER: D03 -277 DATE: 09 -04 -03
PROJECT NAME: K.C. HOUSING AUTHORITY — BLDG E
SITE ADDRESS: 14440 41 AV S
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # after permit Is Issued
DEPARTMENTS:
IA1,O C 7(7- .emu c 6 1 -10 NY- �C 6 1-4- 0 -65
Builging Division mj Fire Prevention Q Planning Division
Publir J grks � _ rl Structural ❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -09 -03
Complete
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS R TING:
Please Route Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
DUE DATE: 10 -07 -03
Approved ❑ Approved with Conditions [ Not Approved (attach comments) ❑
Notation:
APPROVALS OR CORRECTIONS:
Documents /routing slip.doc
2 -28 -02
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
Incomplete ❑
REVIEWER'S INITIALS:
PERMIT COORD COPY
Not Applicable ❑
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
RIVERTON TERRACE MIT ALLOCATION & TOTAL SQUARE FOOTAGE
Design
Architecture and Urban
204 First Avenue South, Seattle, Washington 98104
PHONE: (206) 624 7880 / FAX: (206) 822 1768
Unit Type list
-FLR I2nd
SF
F LR
SF
TOTAL
SF
& c rigs
* Units
IAD Vat w1
['UKW
G AL
A
I B
I c
1
D
I E 1 F
1 �
I 1
.... .
A00 .1
I
RIVERTON TERRACE MIT ALLOCATION & TOTAL SQUARE FOOTAGE
Unit Type list
-FLR I2nd
SF
F LR
SF
TOTAL
SF
& c rigs
* Units
SF Total
A
I B
I c
1
D
I E 1 F
I
I 1
TWO BEDROOM UNITS
li' -2BR 480
480
960
6
_
6
6
18
17,280
I
-
I
2 18 _
17,280
SUBTUTAL
-
TREE BEDROOM UNITS
LW' -38R
600
600
12+00
5
.
5
6,000
.
SUHTOT�IL.
5
6,004
FOUR BEDROOM WITS
1P -4BR
_ 714_
714
1389
-
1
4
-
T -
5
6,945
Su:RTpTAL
5
_ 6,945
FIVE BEDRCIO 1 UNITS
\
UP -51R I 8161 8161 1632 I
I
1
2
I
I I I
2
3264
SUBTOTAL
2
3,264
l TOTAL 6
1 5
I 6
I 3
4 4 1 6
1
31
33.489
•
PHOTOS CF EXISTNG C.CNDITIONS
King County Housing Authority Renovation of Exisiting Units
EXISTNG WINDOWS TO BE REPLACED
EXISTING EXTERIOR PATIO
EXISTING CRAILL SPACE HINT COVER TO BE REPLACED
IMMO QM. SPACE veir NELL
8
EXISTING STAIR
MIM6 OPAL SPACE
e rto rra ce "
.� .�. {� � T . m"-0.• � "� i+ 1 •� t 1 �: 1
7 Y �+}- - .' ;^.•!Y ty► L 9 1 . a. a; ,�, ` • '•' T '+'' 4..' as : R •as .� i` * r x.
l + •� f a ,+ }` „Yy '1 . :i - f : . ' a, -y " __ <<- , r `-��,: 1. ' -; "� •,7
. . ! � y •
, , 4 1'. x • - . . . �y fri"�I :'t .Z k '` ^j •. a Y '" •ti,tw f ;�•. �i - 1 t ••. { *`
. y • Y `• .l� k � � ~ K-` f . �i 1 .S r.
• ^� .?; 7t "",�.. 5= � - ♦ . `� , �' y a r' f , w ?. 4 ' f•+. � 4 - "1�'. > `, � "1 - v _ .
�- k. ��• w5,rw ��.., j �.-?r �� }� 1 .�f1,� 'S . �` .f 7+`1.1 .41, .ei. �• t '�� 7 +L _ r r'
• �• 1 y ra✓� ��:. r-ti 7 w +\ Y AT •�1� ^1.(.i -�s c ra may., � yyrMy�t� \v. e' • .�J
•
K.-.. .. w • y }f 1 ! ','f `,ice -.l .i^r •. ; J•Jf �f� .,T+�iX� r i ��' `t r/'+.•
3 ' ` 1 • . r ? ti . Jac % T 3L y r
� .. } r �� ; 4 ...� Xti,,s,
EXISTING DETERIORATING THRESHOLD AT EXTERIOR SLIDING DOOR
EXISTING LOOSE ORM TO BE 14E1 is CONCEALED
PROJECT TEAM:
OILER I DEVELOPER
KNG COUNTY I OUSING AJUTY
CONTACT: RIC4ARD GURRIE
600 ANDOVER PARK W.
SEATTLE, Iu45NIH TON 95185 -3326
PHONE: (206) 514 -1219
FAX: (206) 5144224
eMAIL: DICKC• KCI4A t'3
TONICIN /HOYNE / LOKAN
AFCHITECTURE 4 URBAN DESIGN
CONTACT: JOIN D ACACPE
204 FIRST AVENUE �(,/�J��SOUTN
SEATTLE, •/81 4
PI -IONE: (206) 624 -1880
FAX: (206) 622 -1166
eMAIL: JOI4NDC1-11--ARCHCOM
STRUC1RRaL ENGNEER
IL. GROSS STRUCTURAL E atEERS
CONTACT:1 C, 4A11BERLAIN
201 U1 FIRST AVE SOUTH
SUITE 250
SEATTLE. WASHINGTON 96104
PIPIONE: (206) 623 -016
FAX: (206) 623 -9061
eMALL: MICAELC•ILG:COM
MECHANICAL ENSIEER
EVERGREEN B431 MU, NC.
CONTACT: DAN I`EALY
41052 NE. 95TH STREET
SEATTLE. UL $I4PI TON 9SIE
PI-lONE: (206) 525- 1011
FAX (206) 521 -2119
ei" AIL: DI-EALY4FOXINTERNETNET
ELECTRICAL- ENGINEER
DE. SPARLNG
ELECTRICAL
CONTACT: DO4ALD E. SPARLNG
1510 20TH AVE NE
SEATTLE. WASHINGTO4 95115 -4402
MOVE: (206) 522 -2023
FAX: (206) 525 -8313
e>~4411� DOeDESPARLICOM
SF 5LIIMARY
as FILM!
UT FIR
Total
SEPARATE PERMIT
REQUIRED FOR:
M' MECHANICAL
RifELECTRICAL
ErPLUMSING
GAS PIPING
CITY OF TUKIMLA
BUILDING DIVISION
a�V1$ � a ri.
ra a' way o�
FID
2.8811 3.000 2,880 2.346 4856 2.881
2.888 3.009 2.881 2.346 2.656 2.88
5,68 6.1110 5.7611 4,692 5.712 5.761
Po!3217
S ITE AES5
14440 41ST AVENUE SOUTH
TUKWILA, WASHNGTON
KING CCVNY TAX •: 004000 - 0191 -05
004000 - 0198 -04
004000-0199-03
004000-0205-05
LEGAL DESCRIPTION:
- ADAi'S HOME TR3 E 3 FT
- ADAMS NOME TR5 LESS W 235 FT LESS S 1145 FT 4 LESS E 3 FT tIdOP
- ADAMS HOME TR5 S 115 FT LESS W 295 Ft LESS E 3 FT
-ADAMS WOKE IRS
PROJECT E5CIFTION:
ARE SCHEDULED FOR WIC/VIED BUILDING REPAIRS. TI-ESE WILL
INCLUDE WINDOW REPLACEMENTS AND ASSOCIATED EXTERIOR
REPAIRS. STRUCTURAL, VENTILATION, I$A?AdCs, ELECTRICAL, LIGFIiMG,
PLUMBING, INULA?ION AND NTERJOR FNISN WORK TI E D(15?NCs WI?
RANGE HOODS WILL BE REPLACED AND VENTED TO THE OUTSIDE THE
EXISTING SA?FIFa001"IS FANS WILL BE PLACED ON TIMERS FOR IWOI.f
HOUSE VENTILATION AND VENTED TO THE OUTSIDE. THE EXISTING
PLUMt31rCs SYSTEMS SMALL BE REPLACED. INTERIOR DOORS,
CABINS, PLUMBING MD LIGWiNCs FIXTURES AND APF'LINJCES SMALL
BE REPLACED.
ASSOCIATED I-IAZ -MAT WOW WALL BE PEWORI'ED N CANUUGTION
JIA1H DEh10LITI0N AND 01FER UIORIC SEPARATE
CODE SUMM PERMIT AND
APPROVAL
REQUIRED
TYPE V-N, NON- SPRINKLEkEv
CCNSTRICTION TYPE:
LAID USE ZONE:
OCCUPANCY ( BUILDING CODE)
FILE COPY
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's copy of approved plans acknowledged.
rb
fly or i
p " 2003
S l ■
1
R (HIGH ['ENV RESIDENTIAL)
R -I (TCN'IOUSES) A -3B (CC*h'MONS BuILDNVCs)
33.489
lame TaK
33,4991
SHEET INDEX
ARCHITECTURAL
AO& TITLE SWEET
A002 GENERAL NOTES
Alll EXISTING SITE
40204-44311:41141T-Pbeei
*4120-2--3-63R-INIC-PEAN
,4103 4 BR WIT PLAN
40084----5-43R-46 -P144*
*Ai4:2-131411:66ING-€1-KAN
A2L4 BUILDINCs E PLAN
A62J INTERIOR DETAILS
a10.I WINDOW DETAILS
4e0a INTERIOR ELEVATIONS
4802 INTERJOR aFvaTIO4s
*14.---1311k9f4Sre-EigICANErFaIN9016,44
F40 BUILDING E EXISTNG FOUNDATION PLAN
STRUCTURAL
51.0 STRUCTURAL GENERAL NOTES
53.0 CONCRETE DETAILS
54.0 WOOD FR4iING PETALS
MECHANICAL
POII DOP'EBTIG WATER SERVICE
P012 GENERAL NOTES AND DETAILS
Pm13 SCIfMA?IG RISERS, 1'Yf'ICAL UNITS
It VrAW 1 t4616 1 avpp foZ.
1E ors Ly.
---- 11 •211#i
. R i ■
•
�
1 (gib)t
if..
Boo 9t I
YICINIfl# MAP
Plot 10 Saab
ELECTRICAL
E10.1 SYMBOLS A V ABBREVIATIONS
E102 PANELS SCI•EDI..ES
E20.1 2 BR WIT ELECTRICAL PLAN
E202 3 4 4 BR WIT ELECTRICAL PLANS
E20.3 5 BR WIT ELECTRICAL PLAN
! i
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REFERENCE
DRAWINGS
ONLY
• 1
A
I
ObZ77
i
..r
! a
DEMOLITION NOTE5:
DEMOLITION REpJMRED FOR REPAIR6, RENOVATION NOD
UPGRADES:
FOLLOW STRUCTURAL DETAILS TO DETERMINE EXTENT OF
DEMOLITION REQUIRED TO NSTALL PEW 61 JCTURAL ELEMENTS.
LEAVE AS MUCH OF THE EXISTING BUILDING AS POSSIBLE..
2. REMOVE ALL EXISTING FLOORING AND MASTIC. REMOVE
WHOLE VINYL TILES, NOT N PIECES, ALONG WITH MASTIC. (SEE
HAZ -MAT SPECFICATICNSJ REMOVE ALL EXISTNG VINYL
FLOORING AM CARPET THROUGHOUT WITS REMOVE
SUBFLOORING I1CLLDING BUT NOT LIMITED TO THE FOLLOW/NG:
A WiT KITCHEN
B. WIT BATHROOMS
4. REM'iOVE ALL EXISTING DRYWALL AT tiL4LLS, CELNGS, AND
OTHER LOCATIONS. REMOVE ALL EXISTING ACOUSTICAL TILE
CEILINGS AND iMASTIC. (SEE HAZ -MAT SPECFICATiGNS)
S. PNEFER TO NEW FLOOR PLANS FOR LOCATION OF NEW WORK
NCLIDING NEW PLUS IBNG AND ELECTRICAL SYSTEMS.
CONTRACTORS ABILITY TO WORK WTHNN EXISTING CR,6 ussPACES
Is SPATIALLY RESTRICTED. AT CONTRACTORS OPTIC N, ACCESS
TO CRAILLSPACE MAY ESE GAMED BY REMOVING EXISTING
PLYWOOD 6U FLOORING AM INSULATION. WERE SU9FLOORING
AND INSULATION IS REMOVED, IT SHALL BE REPLACED WITH NEW
CDX Know AND INSULATION AT NO ADDITIONAL COST TO
THE OMER PROJECT ENDS 6144LL ANTICIPATE. REMOVE
EXiSTNG SUBFLOOR SEE STRUCTURAL PLANS FOR
DIACsRAMMATIC LAYOUT OF $U FLOOR REMOVAL/
REPLACEMENT ALONG WITH ASSOCIATED DETAILS.
6. FOR DE'MOLMON TO ALLOW FOR PEW MECHANICAL AM
ELECTRICAL WORK, filEFER TO SPECIFICATIONS AM DRAWINGS.
PRIOR TO START OF DEMOLITION RL24 TRAM TO DETERMINE
EXISTM LINE LOCATIONS, F PECE86ARY. PROVIDE PEW FLOOR
APO
CEILHG PENETRATIONS FOR PLlM3NG, HEATING AND
ELECTRICAL CONDUITS. ALL CORE DRILLING IS TO BE
COORDINATED WITH THE ARC.Hi1ECT. BUILDING amt. 4M
STRUCTURAL ENGINEER VERIFY ANY CORE DRILLING
RESTRICTIONS ID/ ARCHITECT APID STRUCTURAL ENGINEER PRIOR
TO START CF WORK.
8 EXISTING FRAMED I41ERIOR PARTITION WALLS ON AU.
FLOORS ARE PRIMARLY WOOD SAM WIN GIIB EACH SiDE
(EXISITNNG GPM TO BE .)
9. REMOVE EXISTING WALL SECTIONS AS REQUIRED FOR PEW
WORK.
10! lREMOve ALL EXISTING WATER SUPPLY PLIJMr3ING PiPE AND
ELECTRICAL WIRING TO ACCOMODATE NBA PLUMING AND
ELECTRICAL SYSTEM NSTA.LATIONS
iL SEE SPECIFICATIONS FOR HAZ -PLAT I FOFdM1AT10 4. ASE ALL
EASING CONDITIONS INCLUDING FLOORS, WALLS APD OELNGS
TO CONTAIN HAZARDOUS MATERIALS (ASBESTOS, ETC.) I1 .E56
SPECIFICALLY IGIOUN (AND TESTED) OTWERIXSE.
COITRACTOMAY PROVIDE ADDITIONAL TESTING AT THEIR
OPTION AND EXPENSE. PROVIDE ALL HAZ -MAT DEMOLITION,
RIEMOVAL AM CERTIFICATION N ACCORDANCE WITH ALL
EXISTING CODES AND REGULATIONS
I
4
GENERAL NOTES:
10 COMEALMIIIMEM
4 A 3 -COLOR 4' x 6' PLYWOOD PROJECT SIGN AS
DIRECTED BY THE OVER OI■ER WiLL PRO-
VIDE SIGNNAGE. LETTERING, PANTS AND
MOUNTING SHALL BE DETERMINED BY OWNER
B. DRAWIINGS: THE DRAWINGS ARE INTENDED
TO DESCRIBE THE OVERALL SCOPE OF
WOK CONTRACTORS WILL FIELD VERIFY
EXISTING COMITICNS AND ALERT ARCH/
OIEER TO ANY tIFORESEE N CONSTRUC-
TION DFFICULTiES BEFORE BEGINNING
WORK FIELD VERFICATION SHALL INCLUDE,
BUT NOT BE LMTED TO THO6E REQUIRED
FOR NEW DOORS, EASEWORK, APO
C. UTILITIES: TIE CONTRACTOR WILL BE
RESPONSIBLE FOR VERIFICATION OF ALL
EXISTING UTILITIES. THE CONTRACTOR
WILL BE RESPONSIBLE FOR TEMPORARY
UTILITIES: CARE MIDST BE TAKEN
TO AVOID DAMAGE OR DISTURBANCE TO
EXISTF6 UTILITIES AM SERVICE.
D. PRE- COP4I3TRUCTION TIEETINCv PRIOR TO
MY CONSTRUCTION OR DEVELOPMENT
ACTIVITY, TIE CONTRACTOR WILL
SCHEDULE A PRE -CGN51 JCTICN MEETING
WITH THE LOCH. BUILDING DEPARTMENT
OR LOCAL PUBLIC WORKS DEPARTMENT.
VERFY U114104 AGENCY WOULD BE I4VOL.VED.
DURING THIS MEETING, THE CONTRACTOR
WILL PROVIDE LOCAL INSPECTOR WITH
A PROPOSED CONSTRUCTION SCHEDULE.
THE CONTRACTCR APO INSPECTOR WiLL
THEN TENTATIVELY SCHEDULE SEVERAL
PHASED INSPECTIONS.
E, PWASNC: THE PROJECT SHALL BE PHASED TO
ALLOW PARTIAL OCCUPANCY OF TIE SITE TO
REIMAN WHILE CONSTRUCTION ST RUCTION IS UNDERLAY.
NECESSARY PRECAUTIONS SHALL BE TAKEN FOR
SAFETY AND iLELL -BEING OF ON -SITE RESIDEPiTSr
F. ABBREVIATKNS: THROUGHOUT TIE PLANS ARE
ABIBREvIATIONS WHICH ARE 14 COIMO 4 USE.
REFER TO TIE SPECIFICATIONS FOR DNEFINM NS.
TIE ARCHITECT WILL DEFINE MY THAT ARE N
(AMOK
G. REPETITIVE: TYPICAL WALL SECTIONS, TRIM
FINISHES AM DETAILS ARE NOT
INDICATED EVERYWHERE THEY OCCUR ON
PLANS. ELEVATIONS AND SECTION:
REFER TO DETAILED DRAWINGS. CONTRACTOR
TO PROVIDE WUtORIC THIOCXJGHIOUT
F DRAW N RLL.
HL ■T1OPlS:
CONTRACTOR WLL OBTAIN AND PAY FOR ALL
PERMITS NECESSARY OTHER TIM THE BASIC
BOLDING PERMIT. CO ITRACTOR WILL ALSO PAY
FOR 4 SECURE THE 11.111131 PERMIT AND PAY
ALL OTHER CHARGB3, FEES, OR COSTS CHARGED
BY THE BUILDING AND CGN5IMJCTION
DEPARTMENTS, LML.ITY AGENCES, OR PRIVATE
COMPANIES WHICH REQUIRE SUCH COSTS FOR OR
PRIOR TO INSTALLATIONS.
L
J.
(NOTHING N THE DRAMSNCsS ANDVCR THE
SPECFICATION5 SHALL BE C+ONSTRIED TO
PEWIT AN INSTALLATION N VIOLATION
OF APPLICAESL.E CODES MIDAIR RESTRICTIONS
SHOI>.D MY CHANGE N THE DRAWINGS BE
NEMSARY N ORDER TO COMPLY WITH
APPLICABLE CODES ANGWOR RECMIREPIENTS,
THE CONTRACTOR ILL iNOTFY THE
ARCHITECT AT ONCE APO CEASE WORK .
WORK ON ALL PARTS OF THIS
CONTRACT 1LI. BE N RLL ACCORDANCE
WITH THE LATEST RULES, REGULATIONS,
RESTRICTIONS, REGUIREEtENTS AND CODES
ALL wow KILL COFOR11 TO THE LATEST EDITION.
INFORM EULDNG CODE (1113C) INCLUDING
ALL AMENDIINTS ADOPTED BY THE CITY_
CONFLICT: N CASE OF ANY CONFLICT tHEREN
THE METHODS OR STAFNDAIRDS CF INSTALLATION
OR THE MATERIALS SPECFED DO NOT EQL4L..
OR END THE REQIIIRSIENTS OF THE LAWS
OR OFRDi4ANCES, THE LAWS OR ORDINANCES
WILL GO ERN. NOTIFY TIE ARCHITECT OF
ALL CONFLICT'&
L. DIMENSIONS: SURVEY: DIMENSIONS OF BITE
CONDITIONS AND EXISTING BUILDNNG6 ARE
BASED ON INFORMATION SUPPLIED BY ORIGINAL
CONSTRUCTION DRAWINGS. ARCHITECT BEARS NO
RESPONSIBILITY FOR ACCURACY OF PREVIOUS
PRAIIJNCsS.
M. SHOP S: PROVIDE SHOP DRAWINGS
FOR THE AIRCI4ITEGT'S I OWEiR'S APPROVAL AM AS
REpJMRED BY TIE CITY PRIOR TO COPISTRUCTICPL
NO WORK REGUIRNG SHOP DRAWINGS OR
APPROVED SAMPLE INSTALLATIONS SHALL BE
DONE PRIOR TO THEIR APPROVAL
N. CONTi?ACTOiR TO COORDINATE i SCHEDULE INlSPECT-
iONS WITH BUILDING DEPARTMENT i FIFE DEPART-
MENT, CITY UTILITIES, WEALTH DEPARTMENT AND
ALL OTHER CiTY 4 COUNTY AGENCIES, AND ALSO
WITH SPECIAL INSPECTIONS CONTRACTORS.
O. APPROPRIATE PBU FLOOR UNDERLAYMENTS SHALL
BE INSTALLED THROOOGIOUT. CONTRACTOR TO OBTAIN
W RITTEN ACCEPTANCE CF ANY FLOOR UNDERLAYMENT
PRODUCT. THE ARCHITECT ASSUMES NO
LIABILITY FOR THE FLOORING PRODUCT AND ITS
COMECTiON WITH ADJACENT MATERIALS.
CONTRACTOR WILL HAVE A COPY OF THE WFRCM
BUILDING CODE, LATEST EDITION, AND ALL CiTY
AMENCtIENTS ON SITE FOR REFERENCE TO
REFERENCED SECTIONS HEREIN.
P.
0. CONTRACTOR TO PROVIDE OWNER WITH COMPLETE
RECORD DRAWINGS FOR THE RENOVATiON WORK AND
MU PLUMING i HEATING, VENTILATION, 4 AiR
COPtDMONNG, ELECTRICAL SYSTEMS AS YELL AS
OTHER WC IRK CONCEALED BY FRPNSi- D SURFACES
WALLED OR B1COWTE ED Opts THIS PROJECT
R PROVIDE PROTECTION OF PEDESTRIAN
RIGHT-CF-WAYS PER CITY REQIIIREMENTSLONTRACTOR
TO PROVIDE STREET USE PERMITS FOR THIS PROJECT.
ZA
itaZigaggenainal
A 5 MATERIALS:
CONTRACTOR IS RESPONSIBLE FOR ALL
APPROVALS, OVAL, DISPOSAL 4 CERTFICAT1ON NOT
COMPLETED BY DUPER AND AS BRED BY LAW
a= 8011. CON I Tk71NS: THE ARCHITECT 4 OMNER AWE NO
ITY AS TO THE PHYSICAL
CHARACTERISTICS OF THE SOI NOR VERFES
ACCURACY OF DATA SUPPLED BY OT1EfiS.
C.
DIMENSIONS ARE TYPICALLY $1471114 FROM FACE
OF EXISTING FINISHES TO FACE OF PEW 6RID6
AT INTERIOR WALLS, SINLESS DETAILED OTHERWISE
ON DRAWN GS.
DO NOT SCALE DRAWINGS THE CONTRACTOR
SHALL USE DIMENSIONS 51401111 ON THE
DRAWINGS AND ACTUAL FIELD MEASUREMENTS.
NOTIFY TIE ARCHITECT F ANY DISCREPANCIES
ARE FOND.
TIE CONTRACTOR WILL VERFY ALL ROUGIi -N
DIMENSIONS FOR TIE EQUIPMENT RR4ISIED AND
INSTALLED BY HIMSELF OR HERSELF OR OTTERS.
THE CONTRACTOR WILL CONSULT THE PLAINS OF
ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS,
CEILINGS AND iOOOFS FOR DUCTS, PIPES,
CONDUIT, CABIETS, AND EQUIPMENT, AND WILL
VERIFY THE SiZES AM LOCATIONS WITH
SlECONTRACTORS.
CONTRACTOR TO MAKE NECESSARY AR-
RANGEMENTS OR SECURE NECESSARY PERMITS WITH THE
CITY OEM RECURRED FOR SITE WORK OR TO ESLOCK
SIDEWALKS OR STREETS DUE TO CONSTRUCTION.
• SAFETY: CONTRACTOR WILL OE RESPONSIBLE FOR
ALL REWIRED SAFETY PRECAUTTOP43 AND METHODS,
TECI440JES, SEQUENCES, OR PROCEDURES RECLINED
TO PERFORM THE WORK.
E. PROTECT ALL ADJACENT PROPERTY AND VEGETATION.
PROTECT ALL STREET Tai, FUTURES, POLES, UTILITY
EQ FP 4T AND OTHER APPUR7134ANCES ON PUBLIC
PROPERTY.
3D
A SEE STRUCTURAL DRAWR4G8 AM NOTES
FOR ADDITIONAL 1+0141 aTION
40 tETALA
A MULATTO* PROVIDE GALVANIC IC NSLLATIO N
B ETH DIS6IMILAR PETALS_ CONTRACTOR 514411
PAM ALL PETAL STACKS, METAL
CQN C'TIO N 5. VENNiTS, G1R8.L5. OR LOWERS INCH
P RO.ECT T1100113 4 WALLS OR !ROOF AND ARE N VEIL
COLOR BY ARCHITECT.
EL ALL. EXTERIOR METAL MIL OE GALVANUED.
b�D !Yla
A STOPS 4 DAMPERS: FIRE STOPS 14 WALL, 60FIFITED
CEILINGS, ETC„ SHALL BE PROVIDED PER UNIFORM
B LDING CODE REQUIREMENTS. PROVIDE
FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUT-
LETS, INLETS OR DUCTS PBETRATNG FIRE RATED
ASSEMBLES, ENICLOSU E& WALLS, FLOORS OR
SURFACES AS REQUIRED BY FIRE DEPARTMENT.
e
WOOD: ALL WOOD N CONTACT WIT 4 CONCRETE TO BE
PRESSURE TREATED PER UNIFORM BUILDING CODE.
ALL SUCH MX) USED N CONSTRUCTION MUST BE
LOCATED AT NON- ElEARJNG PARTITION WALLS APO
MUST EJE USED N FIRE TREATED AS INDICATED
N DIRAWNGS.
C. ISLOCGNGP PROVIDE UEiE REpJMRED. INCLUDING,
BUT NOT LIMITED TO DOORSTOPS, TOWEL BAR.
AND TOILET ACCESSORIES.
FOR ACCESSILE WITS, SEE ACCESSIBILITY
GUIDELINES 200A.
iA
A. OPENINGS: ALL OPENINGS TO BE CAULKED, SEALED
OR MEATIER- STRIPPED. PROVIDE BACKER ROD
PER SPECS i MANUFACTURER'S FACTURER'S ATION&
EL VAPOR : CONTINUOUS APPROVED VAPOR
BARRERS WILL BE INSTALLED ON TIE HEATED
SIDE OF ALL THERMAL NNsILATION WALLED.
C.
INSULATION: WERE NEW OR UPGRADED INSULATION
IS REp1IREDD, PROVIDE INSULATION AS FOLLOW
AJD AS INDICATED ON DRAWINGS:
MEW ROOF
WALL NSULATI ON
FLOOR NSULATkON
WALL BELOW GRADE MIL
v
A
R -38
R -19
R -10
R -10
GLAZI PROVIDE PEW GLAZING PER UNIFORM
BUILDING CODE AND STOP! ENERGY CODE
(REP CHAPTER 5, BUILDING DESIGN BY
COMPONENT PERFORMANCE ,APPROACH)
GLAZING N LOCATIONS SUBJECT TO MON
IMPACT, SUCH AS PANES N DOORS, GLAZING:
WITHIN A 24" ARC OF A DOOR OPE NiNG,
GLAZING WT11N Ig' OF TIE FLOOR (AND
IS OVER S ea FEET PER PANEL) WILL BE
TEMPERED OR LAMINATED SAFETY GLASS PER
INFORM BUILDING CODE SECTION 240b.
GLAZING U- VAL.LE U - A0 MAxIMM
& CONTRACTOR WILL PROVIDE COMPLETE ORS: RATING
IIARLDWAFE AND DOOR STOPS FOR EACH DOOR OR
WIDOW OPB4t1G NOTED ON SCHEDULES INCLUDING
ALL ACCESSOfRES REWIRED FOR COMPLETE
INSTALLATION WETTER NOTED OR NOT.
A 11-E CONTRACTOR WILL BE BOL N D TO TIE
FINISH SCHEDULE OF ROOMS AND SPACES,
BUT WILL BE ALSO RESPONSIBLE TO
PFOOV DE OTHER MATERIALS NOT DESIGNATED
N TIE SCHEDULE F REMIND N THE
FEW TO CREATE A FNSIED PRODUCT AT
NAM FLOORS, C ELIN % DOORS, ILINDOIS
AND ALL OfERR SOFFITS, TREADS, RNG6,
LEVELING AiND PATCHIta IMRE REIiJIE:D.
OBVIOUSLY, ALL AREAS WITHIN TIE UNITS ARE TO
BE RLLY FLED, PE•I FINS THiOIJCsHOUT
ea4J.L BE !REQUIRED. ARCHITECT WALL
CLARFY TYPES AND COLOR OF FINISHES 114ERFJ
F QUESTION, ARISE.
0 PROVIDE HATER RESISTANT GYPSUM MU.-
WAR) AT ALL INT BATHROOM,
LAUNDRY ROOM, UTILITY ROOM,
AND POTENTIALLY IET" AREAS
IBATER-RESISTANT Gl'PBt11 WALLZOARD SHALL
NOT EE NSTALJ.E'37 OVER A VAPOR RETARDER OR
04 mama&.
C BLOC IQI ICs: PRIOR TO iNl$TAUJNG G11I3 INSTALL
P'oxIVIVE 1u11.K -THIRD 11THN ODER
AND ARCHITECT TO HELP ENSURE ALL
NECESSARY BLOCKING HAS BEEN INSTALLED
PRIOR TO COVERING FRAMENCs 1111T14 C
•
D. GYPSUM WALLBOARD TO BE INSTALLED AS
FOLLOWS AT PEW CONS RIC Ti N LESS
NOTED OT1 =RI18E:
E. FLAME SPREAD CLASSIFICATIONS FOR FINISHES
PER UDC SECTION 804.
F.
EXTERIOR ULALLIN %• TYPE 'X' GIB
PARTY WALLS 4
CORRIDOR ILLALL&
(2) LAYERS GILD, X4 6" TYPE 'X' GILD
OTHER NTERIOR 1 41 1 GINS (MIR)
CEILINGS %" TYPE 'X' GIB
5A" TYPE 'X' TO BE INSTALLED BEI-IND ALL FiXTUI ES
INCLUDING TUBS AM SHOVERS TO MAINTAIN
RECXIIRED FIRE - RESISTIVITY
ALL HALLS AND C EILING6 SHALL BE TEXTURED
(ORANGE iPEEL) A ► PAINTED, SEE
SPECFICATIONS.
so =EMIG&
A. MECHANICAL WORK SHALL CONFORM TO DRAWINGS
APD TO PVICATED HEREIN.
IN.
B. MECHANICAL WORK SHALL BE COORDINATED
BY THE GENBRAL. CONTRACTOR WITH THE WORK
NNDICATED HEREIN.
C. ALL EXISTING SUPPLY WATER PLUMING PIPE TO BE
RREPLACED
D. PLUMING APO SEVER PIPE SIZING AND
MECHANICAL SIZING TO SE N ACCORDANCE WiTH THE
DRAWINGS AND WITH FRECC7 M'I.7NDED PRACTICES AS
PER CURRENTLY ADOPTED NATIONAL, STATE OR
LOCAL REGULATIONS.
E.
F.
PiOOVIDE SHOP ORA1/I456 PRIOR TO FABRICA-
TION AID INSTALLATIQ 1 OF iTHIS FABRICATED
N THE SHOP FOR APPROVAL BY TIE OLiER
AND THE ARCHITECT. NOTABLE ITEMS INCLUDE.
CUT ARE NOT LIMITED TO CABINETS AND
CONTRACTOR TO FRAME OPENNG6 N WALLS,
CEILINGS AND FLOOR'S FOR WIVAC AAD OTHER
MECHANiCAi.. OR ELECTRICAL WORK WHERE
REQUIRED AND NOT OTI ERiIISE SHOUN ON TIE
PLANTS. PROVIDE ACCESS DOORS WERE
REQUIRED BY CODE.
J. PROVIDE FIRE - TREATED WOOD BACON , FURRNG.
STRIPPNCs OR !BLOCKING REWIRED FOR INSTALLATION
AND ATTACI.PENt CF IICRK OF ALL OTHER TRADES
PROVIDE AM INSTALL VE NTNG FOR ALL DRYER
LOCATIONS, TO OUTSIDE, AS REpJMRED BY 111FOFM
BUILDING CODE, WFORM MECH4APYC4L. CODE
SECTION SO8 AND AS 5I4011$ ON
G.
WL
ALL SERVICE WATER i'IPNG WILL BE
TIEMIALLY NSI L.ATED TO R -5.
ALL PIPING, DUCTS APCD CONDUiT SMALL BE LOCATED
111THIN PEW OR EXISTING WALLS i CELT 6 UNLESS
NOTED OTHERWISE (OR CONCEALPENT IS NOT
POSSIBLE OR J
1011. ELECNICAL
A ELECTRICAL WORK IS TO CONFORM TO TIE DRALINGS
Alf) TO INDICATED HEREIN AND
BE SUITABLE FOR THE MENDED USES OF THE
SPACES.
B. ELECTRICAL WORK MILL. BE CL RONAma
BY THE GENERAL. CONTRACTOR MNTH THE WOK
INDICATED HEREIrL
C, ALL EASING HIRING SHALL OE REPLACED.
ELECTRICAL SERVICE RECUMEMENTS AND URI NG
TO EE N ACCORDANCE MITE TIE DRAWINGS
A11, RECOMMENDED PRACTICES AS PER
CURRENTLY ADOPTED NATIONAL STATE,
ANDIOR LOCAL 'REGULATIONS.
O. TIE CONTRACTOR ILL INCLUDE AND PROVIDE
ALL POSER COMPANY'S COST TO NSTALL.
COiNSTiNCTION AND MY NEW SERVICE
TO MIER BOLDING. THESE COWS
WALL INCLUDE VAULTS, TRANSFORMS,
SERVICE LIES, HWNOHOI.P6 AND ALL OTHER
EppJI ff AND LABOR RECURED AND/OR
OR
PAR'Y TIE CONTRACTOR ILL ALSO
INCLUDE ALL OTHER COSTS TO PROVIDE
r4DAQL4TE SERVICE # I DE FACILITY TO THE
PONT CF THE HOMER COMPANY'S TER WATT ONL
E PRO OIDE TIRO MIMES OF POOR FOR
EXIT SKIMS APV EMENGBICY EXIT LIGHTING.
F OUTLETS N SWITGI LOCATIONS *p BAI
UI15 TO BE INSTALLED PER 1114sTO4 STATE
BARRER-FWEE CODE.
LKa4TNG I SWITCHING G N CrAM!'X:A4 ACAS PER
A1O MWEC.
03- 277
IIU EiE.t'aGMEcIIQN
A FIRE WARNING SYSTEMS PER WFORM
BUILDING CODE AMEND1 TO BE PROVIDED.
• THE FEE DETECTION AND ALARMM SYSTEM
SHALL PEET TIE 'REQUIREMENTS OF TIE WFC M
BUILONG CODE AND AS SPECFIED N TIE
INFORM BUILDNCs CODE SECTION 310'3 SHOP
DRAWINGS WILL BE REQUIRED FOR ALARM
SYS1131.
C. PROVIDE FIRE EXTINGUISHERS AND SEMI-REOESIED
C4BNEATS AS REQUIRED BY UNFORM FIRE
CODE STANDARD 10 -L
D. PROVIDE AM INSTALL SMOKE DETECTORS PER
DRAWINGS AM THE WFORM BUILDING CODE.
SMOKE DETECTORS SHALL RECEIVE THEIR
PRIMARY POKER FROM THE BUILDING WRNS.
E. PROVIDE FIRE EXTINGUISHER) AND CABINETS
PER CITY REQJIREPENTS. LOCATE AS S14O11N
ON DRAIL11436 OR LOCATE OPE (1) PER 300
SQUARE FOOT AREA APO 15' MAXIMUM DISTANCE
OF TRAVEL
F. WHERE SEMI- RECESSED CABINETS (FIRE
EXTINSUISlER ETCJ OCCUR N FIRE
RATED WALLS, LIE OPE NNG WITH 46"
TYPE "X" GYPSUM UL4L.LBOARD, INCLUDING
SURFACE BEHIND CABINET
G. MAINTAIN FIRE - PROTECTION REQUIREMENTS
FIXTURES APO SHOWERS
HL FiRE BLO(.7.5 AND DRAFT -STOPS PER WFOR I
BUILDING CODE SECTIONS VS, 105, i 110 PROVIDE
FIRE - STOPPING AT ALL FLOOR i WALL.
PBETRATKNS AS REQUIRED BY FIRE
DEPARTMENT.
120 riggelaigagi
A ALL PARTY WALLS, CORRIDOR WALLS AND FLOORS
BE NEE 4 INTS WILL MEET OR EXCEED AN ST.C.
50 OR MORE. PROVIDE INSULATION AND
RECIJIRED TO MEET STANDARD.
B. CEILINGS WILL BE OF A CONTINUOUS FIRE-
RESIST NE MEMBRANE BUT MAY HAVE °MAUI
FOR COPPER SHEET STEEL OR FERROUS FUMING
G
PIPES, DUCTS, AND ELECTRICAL OUTLET BOXES,
PROVIDED THE AREAS OF SUCH OPENINGS THROUGH
THE CELNG AGGREGATE NOT MOE 11I•4N I 0
(MARE INCHES FOR ANY 100 SQUARE FEET OF
CEILING AREA NDIVVU 4L ELECTRICAL OUTLET
BOXES WILL BE OF STEEL AID NCJT GREATER
11 A N lb Swam NCHE5 N AREA
C. STAIR NOTES ENSURE TIE FOLLOWING AND NOTIFY
OUtER AND ARCHITECT OF ANY DEVIATIONS 14
EXISTING COMMONS
I) HEADFOOOiM 6'4' Minn MITI 36'
2) TREAD 10' MNIMLI' RISER 1 V2' MAXIMUM.
3) TOP OF MAMMAL MULL BE 34' M114tU1
APD 38' MIAKPIJI ABOVE THE STAIR NOSIPCs
14 4FVRAIL WILL BE Ike MINIPU1 MD 2'
Mt'AXMM N CROSS SECTKN HANDRAL
WILL BE SPACED NOT LESS THAN It'
FROM WALL RETURN INS CF HANDRAIL
4) H4INORALS 14 COMMON AREAS SHALL COMPLY
WITH M L A S H N G T O N S T A T E BARRER-FREE
FNEQUIRE MBNTI3, EXCEPT WHERE
5) ALL INTERIOR STAIRS ARE EXISTI43 CONSTRICTION.
E)NaCE1PT NEW LOBBY STAIR
WASH t4r TC N1 STATE ENEMY CODE AND
S� WASHIPOTON STATE VINTILATION
AR QUALITY CCOE
A. ALL PWJ WORK. SMALL CONFORM TO THE
1L45144GTO14 STATE DEW CODE (MEG) AND
THE WASHINGTON GTON STATE VENTILATION AND
MOOR AIR C LAUTY CODE (U' .V.1AQC3
B. TIE MOW LISTED REOJI RO'BNTS ARE
NOT ALL NCLLJBNNE A/4) ARE FOR THE
PURPOSE CF FEATINIRNG KEY PORTIONS
S
CF THE ABOVE REFER134CED CODS.
V ALL PEiI EXTERIOR JOINTS SHALL CANI-
FORI TO ULSEC SOL
2) NEW RECESSED UGHTNG FIXTURES 5144LL
CONFORM TO 116EC. 5024A.
4.
3) EAG 4 Dsa.11 N G UHT SHALL BE
MAPPED 1111114 111140L 14OLBE
VE34TLATIA4 SYSTEMS DEQNIGIED
MO INSTALLED TO SATISFY
Wk5.v1AQ.0 SEcnceas 30312
(VB1TLATTO4 CRITERIA FOR ALLR
C>CAU'ANN10ES FOR CANTNJOLJSiLY
OPERATING FANS)
4)
5CUICE ',I016GAC EST FOR
CANITiNiIOUSLY OPERATING FAIN.
5) ALL OTHER OOCH'ANCES SNI ALL
COMM TO IISEC. 304.
sir) ALL R CX:CUPAPCIIES SWIM
TO CHAPTER S 'ROOM
IESI5TIVE CCNSTRLCT1aN STANDAITIDir.
I60 P ANY DEVIATION
N EXISTING UNITS)
A. EVERY SLEEPING ROOM TO HAVE AT LEAST
OPE OPERABLE WINDOW OR EXTERIOR DOOR
APPROVED FOR B'EME NCY EGRESS OR RESCUE.
I) THE WIND 1116 WiLL BE OiPERABLE F10OiM TIE
INSIDE TO PROVIDE A FILL CLEAR OPENING
WITHOUT THE USE OF SEPARATE TOOL$
2) ALL EGRESS OR RESCUE UNDO* * FROM
SLEEPING ROOMS WILL HAVE A MINMls
PET CLEAR OPBNNG OF 5.1 SQUUAiRE FEET.
3) THE MNMM PET CLEAR OPENING IEICsHT
DIMENSION WILL BE 24 INCHES (24 ") TIE
MINIMUM PET CLEAR OPENING WIDTH DIMEN-
SION WILL BE 20 INCHES (20
4) WIEIRE WNDO US ARE PROVIDED AS MEANS
OF ESCAPE OR RESCUE, THEY WILL HAVE
A FINISHED SiLL HEIGHT OF NO MORE THAN
44 INCHES (44 ") ABOVE TIE FLOOR
B. ALL HABITABLE ROOMS WiTHN A DUELLING
WIT SHALL BE PROVIDED WITH NATURAL
LIGHT BY MEANS OF EXTERIOR GLAZED
093 846 WITH AN AREA NOT LESS THAN
OPE 194114 (VII) OF TIE FLOOR AREA OF
SUCH iOOOM WT1 A MINIMUM OF 10 (TEO
=TARE FEET.
C. ALL HABITABLE ROOMS, EXCE1°T KITCI
WITHIN A DUELLING WITS SHALL BE PROVIDED
WITH NATURAL VENTILATION BY MEANS OF
OPENABLE EXTERIOR OPEINNG6 WITH AN AREA
NOT LESS THAN OPE TWENTE114 (IRO) OF TIE
FLOOR AREA OF SUCH ROOMS WITH A MINIMUM
OF FIVE (5) SQUARE FEET.
D. ALL SHOVER AREAS SILL BE FINISHED WITH A
SMOOTH NCNABSORIBENT MATERIAL TO A HEIGHT OF
10" ABOVE DRAN INLET. THIS MATERIAL SHALL BE
INSTALLED AS NOTED (OR F OTHERWISE NOT NOTED)
OVER WATER-RESISTANT GYPSUM WALLBOARD. WATER
RESISTANT GLIB SW14LL NOT BE INSTALLED OVER A
VAPOR RETARDER OR ON CEILINGS
E. DOORS AND PANELS CF SHOVER AID BATHTUB
BNCLOeURES SHALT. NE OF SAFETY TY GLAZING
MATERIAL WITH P1141131 Ohs.
KITCIE 4 RANGE, DRYER BATHROOM AW
LA NDRY ROM VENTILATION TLATiON DUCTS SHALL
HAVE SMOOTH, NON- C.TBLE, NONI-
A06OROI NT SURFACE MO WILL BE
EQUIPPED WITH BACK -DRAFT DAMPERS
(INSULATE PER IUSF.C. MIERE APPLICABLE)
F. N BATHROOP15, WATER CLOSET COMPARITINTS,
LALPCRY ROOMS, AND SIMILAR ROOMS, A
MEM/MAL VENTILATION SYSTEM CONNECTED
DIRECTLY TO TIE OUTSIDE, CAPAQLE OF
PROVIDING: 5 (FIVE) AIR CHANGES PER HOUR
WILL BE PRO'V DED. SUiCH SYSTEI SHALL
BE CONNECTED DIRECTLY TO THE OUTSIDE AM
THE PONT OF DISO45* E ILL BE AT LEAST
3'-0' FROM MY 01 4/43 INTO TIE BOLDING.
(NSLL.ATE PER MJ,SEC.1Ir E APPLIC40LE)
G. EVERY UNIT SHALL BE PROVIDED WTHN IEATNG
FACLITES CAPABLE OF M ANTAINI4G AN
AVERAGE ROOM T131PER4TUFZE OF 10 DEGRF
FAI4RENIEIT 14 ALL HABITABLE IOGX7M5 APO
E3ATHROCMS WHEN OUTSIDE AIR TEMPERATURE
IS 24 DEGREES FAHRB4t1T.
It ALL OCCUPANCY ACCE3SORIES SUCH AS GRAB
BAi?,S►, TOUE.. OARS, PAPER DiSPE NSERS,
SOAP DISHES, ETC PROVIDED ON OR
1111114 WALLS, SHALL BE WALLED AND
SEALED TO PROTECT STIRUCTLRAL
FROM MOIMIRE.
L EXTEND FIRE- RESI511vE HALL PROTECTION
TO TIE GILL PLATE ES3411D APDIIOR RIDER
TIE TL1B6 MD 5IIO4R5R TITS WHICH ABUT A
FIRE-RATED WALL
J. VBNLT O' ASES SHALL BE CONSTRUCTED FOR
F1RE- RE515U EE SUM MEN REWIRED.
K. ALL PEN GLAZING MATIItI '10" CF PLUMBING
DRAIN INLET SHALL BE SAFETY GLASS
L. L11IT SICKER R.011 TO 23 CsP!1. PER UPC.
WASHINGTON STATE AMENINIENTS WG 5I- 26-E03 -
WLATER EFRCIENCY S (b) (2).
ML @ITRA ICE DOORS TO WT5 MALL 'I E 20 DWI.
RATED AV SHALL L MAVE A
DEAD L.ATO4 UTHI AT LEANT 1' nom 11404
P THE STRIKER NOT LE56 DUN I'7t"
DEAD BOLT OR LAT04 TO BE oreueLE FRQ1
"ODE W TI UT A KEY. EACI4 DOOR
WAL HLAVE AN OBSERVATION
PORT 54' ABOVE TIE FLOOR
N. ALL SHOVER STALLS SMALL HAVE
FIE B OOCSG E'EN STUD&
NO BITRY. MANTENANCE. ULIVRY,
STO WE AO OdElR sperm tcQ'1 DOORS
MIST SE SELF-CLOWNS 41 5ELF4.003415L
r • , c ' 1
SEA 0 4
PE EN' :��-
/ V D •
Architecture and Urban Design
204 First Avenue South, Seattle, Washington 98104
PHONE: (206) 624 7880 / FAX: (206) 622 1766
4102 REGISTERED
ECT
.1r.7 . HOYNE
ATE Of WASHINGTON
SOUTH
f HOUS]
DHUmG LS.R
PERT SET
.4MMT 12, 2003
FOR
GIs maw
AIM Wuca
apl'
PEST ONLY
NO MI wAIPsnit
= MID ssaT10MIN
r111:11R 410011.111111 uM_
NOM m1E
GENERAL
NOTES
Si ‘1,E: WA
PLOT DATE:
CAD FILE:
PRf1_ MGR.:
DRAFTER: D
I
MET VD
A002
DEMOLITION NOTE5:
DEMOLITION REpJMRED FOR REPAIR6, RENOVATION NOD
UPGRADES:
FOLLOW STRUCTURAL DETAILS TO DETERMINE EXTENT OF
DEMOLITION REQUIRED TO NSTALL PEW 61 JCTURAL ELEMENTS.
LEAVE AS MUCH OF THE EXISTING BUILDING AS POSSIBLE..
2. REMOVE ALL EXISTING FLOORING AND MASTIC. REMOVE
WHOLE VINYL TILES, NOT N PIECES, ALONG WITH MASTIC. (SEE
HAZ -MAT SPECFICATICNSJ REMOVE ALL EXISTNG VINYL
FLOORING AM CARPET THROUGHOUT WITS REMOVE
SUBFLOORING I1CLLDING BUT NOT LIMITED TO THE FOLLOW/NG:
A WiT KITCHEN
B. WIT BATHROOMS
4. REM'iOVE ALL EXISTING DRYWALL AT tiL4LLS, CELNGS, AND
OTHER LOCATIONS. REMOVE ALL EXISTING ACOUSTICAL TILE
CEILINGS AND iMASTIC. (SEE HAZ -MAT SPECFICATiGNS)
S. PNEFER TO NEW FLOOR PLANS FOR LOCATION OF NEW WORK
NCLIDING NEW PLUS IBNG AND ELECTRICAL SYSTEMS.
CONTRACTORS ABILITY TO WORK WTHNN EXISTING CR,6 ussPACES
Is SPATIALLY RESTRICTED. AT CONTRACTORS OPTIC N, ACCESS
TO CRAILLSPACE MAY ESE GAMED BY REMOVING EXISTING
PLYWOOD 6U FLOORING AM INSULATION. WERE SU9FLOORING
AND INSULATION IS REMOVED, IT SHALL BE REPLACED WITH NEW
CDX Know AND INSULATION AT NO ADDITIONAL COST TO
THE OMER PROJECT ENDS 6144LL ANTICIPATE. REMOVE
EXiSTNG SUBFLOOR SEE STRUCTURAL PLANS FOR
DIACsRAMMATIC LAYOUT OF $U FLOOR REMOVAL/
REPLACEMENT ALONG WITH ASSOCIATED DETAILS.
6. FOR DE'MOLMON TO ALLOW FOR PEW MECHANICAL AM
ELECTRICAL WORK, filEFER TO SPECIFICATIONS AM DRAWINGS.
PRIOR TO START OF DEMOLITION RL24 TRAM TO DETERMINE
EXISTM LINE LOCATIONS, F PECE86ARY. PROVIDE PEW FLOOR
APO
CEILHG PENETRATIONS FOR PLlM3NG, HEATING AND
ELECTRICAL CONDUITS. ALL CORE DRILLING IS TO BE
COORDINATED WITH THE ARC.Hi1ECT. BUILDING amt. 4M
STRUCTURAL ENGINEER VERIFY ANY CORE DRILLING
RESTRICTIONS ID/ ARCHITECT APID STRUCTURAL ENGINEER PRIOR
TO START CF WORK.
8 EXISTING FRAMED I41ERIOR PARTITION WALLS ON AU.
FLOORS ARE PRIMARLY WOOD SAM WIN GIIB EACH SiDE
(EXISITNNG GPM TO BE .)
9. REMOVE EXISTING WALL SECTIONS AS REQUIRED FOR PEW
WORK.
10! lREMOve ALL EXISTING WATER SUPPLY PLIJMr3ING PiPE AND
ELECTRICAL WIRING TO ACCOMODATE NBA PLUMING AND
ELECTRICAL SYSTEM NSTA.LATIONS
iL SEE SPECIFICATIONS FOR HAZ -PLAT I FOFdM1AT10 4. ASE ALL
EASING CONDITIONS INCLUDING FLOORS, WALLS APD OELNGS
TO CONTAIN HAZARDOUS MATERIALS (ASBESTOS, ETC.) I1 .E56
SPECIFICALLY IGIOUN (AND TESTED) OTWERIXSE.
COITRACTOMAY PROVIDE ADDITIONAL TESTING AT THEIR
OPTION AND EXPENSE. PROVIDE ALL HAZ -MAT DEMOLITION,
RIEMOVAL AM CERTIFICATION N ACCORDANCE WITH ALL
EXISTING CODES AND REGULATIONS
I
4
GENERAL NOTES:
10 COMEALMIIIMEM
4 A 3 -COLOR 4' x 6' PLYWOOD PROJECT SIGN AS
DIRECTED BY THE OVER OI■ER WiLL PRO-
VIDE SIGNNAGE. LETTERING, PANTS AND
MOUNTING SHALL BE DETERMINED BY OWNER
B. DRAWIINGS: THE DRAWINGS ARE INTENDED
TO DESCRIBE THE OVERALL SCOPE OF
WOK CONTRACTORS WILL FIELD VERIFY
EXISTING COMITICNS AND ALERT ARCH/
OIEER TO ANY tIFORESEE N CONSTRUC-
TION DFFICULTiES BEFORE BEGINNING
WORK FIELD VERFICATION SHALL INCLUDE,
BUT NOT BE LMTED TO THO6E REQUIRED
FOR NEW DOORS, EASEWORK, APO
C. UTILITIES: TIE CONTRACTOR WILL BE
RESPONSIBLE FOR VERIFICATION OF ALL
EXISTING UTILITIES. THE CONTRACTOR
WILL BE RESPONSIBLE FOR TEMPORARY
UTILITIES: CARE MIDST BE TAKEN
TO AVOID DAMAGE OR DISTURBANCE TO
EXISTF6 UTILITIES AM SERVICE.
D. PRE- COP4I3TRUCTION TIEETINCv PRIOR TO
MY CONSTRUCTION OR DEVELOPMENT
ACTIVITY, TIE CONTRACTOR WILL
SCHEDULE A PRE -CGN51 JCTICN MEETING
WITH THE LOCH. BUILDING DEPARTMENT
OR LOCAL PUBLIC WORKS DEPARTMENT.
VERFY U114104 AGENCY WOULD BE I4VOL.VED.
DURING THIS MEETING, THE CONTRACTOR
WILL PROVIDE LOCAL INSPECTOR WITH
A PROPOSED CONSTRUCTION SCHEDULE.
THE CONTRACTCR APO INSPECTOR WiLL
THEN TENTATIVELY SCHEDULE SEVERAL
PHASED INSPECTIONS.
E, PWASNC: THE PROJECT SHALL BE PHASED TO
ALLOW PARTIAL OCCUPANCY OF TIE SITE TO
REIMAN WHILE CONSTRUCTION ST RUCTION IS UNDERLAY.
NECESSARY PRECAUTIONS SHALL BE TAKEN FOR
SAFETY AND iLELL -BEING OF ON -SITE RESIDEPiTSr
F. ABBREVIATKNS: THROUGHOUT TIE PLANS ARE
ABIBREvIATIONS WHICH ARE 14 COIMO 4 USE.
REFER TO TIE SPECIFICATIONS FOR DNEFINM NS.
TIE ARCHITECT WILL DEFINE MY THAT ARE N
(AMOK
G. REPETITIVE: TYPICAL WALL SECTIONS, TRIM
FINISHES AM DETAILS ARE NOT
INDICATED EVERYWHERE THEY OCCUR ON
PLANS. ELEVATIONS AND SECTION:
REFER TO DETAILED DRAWINGS. CONTRACTOR
TO PROVIDE WUtORIC THIOCXJGHIOUT
F DRAW N RLL.
HL ■T1OPlS:
CONTRACTOR WLL OBTAIN AND PAY FOR ALL
PERMITS NECESSARY OTHER TIM THE BASIC
BOLDING PERMIT. CO ITRACTOR WILL ALSO PAY
FOR 4 SECURE THE 11.111131 PERMIT AND PAY
ALL OTHER CHARGB3, FEES, OR COSTS CHARGED
BY THE BUILDING AND CGN5IMJCTION
DEPARTMENTS, LML.ITY AGENCES, OR PRIVATE
COMPANIES WHICH REQUIRE SUCH COSTS FOR OR
PRIOR TO INSTALLATIONS.
L
J.
(NOTHING N THE DRAMSNCsS ANDVCR THE
SPECFICATION5 SHALL BE C+ONSTRIED TO
PEWIT AN INSTALLATION N VIOLATION
OF APPLICAESL.E CODES MIDAIR RESTRICTIONS
SHOI>.D MY CHANGE N THE DRAWINGS BE
NEMSARY N ORDER TO COMPLY WITH
APPLICABLE CODES ANGWOR RECMIREPIENTS,
THE CONTRACTOR ILL iNOTFY THE
ARCHITECT AT ONCE APO CEASE WORK .
WORK ON ALL PARTS OF THIS
CONTRACT 1LI. BE N RLL ACCORDANCE
WITH THE LATEST RULES, REGULATIONS,
RESTRICTIONS, REGUIREEtENTS AND CODES
ALL wow KILL COFOR11 TO THE LATEST EDITION.
INFORM EULDNG CODE (1113C) INCLUDING
ALL AMENDIINTS ADOPTED BY THE CITY_
CONFLICT: N CASE OF ANY CONFLICT tHEREN
THE METHODS OR STAFNDAIRDS CF INSTALLATION
OR THE MATERIALS SPECFED DO NOT EQL4L..
OR END THE REQIIIRSIENTS OF THE LAWS
OR OFRDi4ANCES, THE LAWS OR ORDINANCES
WILL GO ERN. NOTIFY TIE ARCHITECT OF
ALL CONFLICT'&
L. DIMENSIONS: SURVEY: DIMENSIONS OF BITE
CONDITIONS AND EXISTING BUILDNNG6 ARE
BASED ON INFORMATION SUPPLIED BY ORIGINAL
CONSTRUCTION DRAWINGS. ARCHITECT BEARS NO
RESPONSIBILITY FOR ACCURACY OF PREVIOUS
PRAIIJNCsS.
M. SHOP S: PROVIDE SHOP DRAWINGS
FOR THE AIRCI4ITEGT'S I OWEiR'S APPROVAL AM AS
REpJMRED BY TIE CITY PRIOR TO COPISTRUCTICPL
NO WORK REGUIRNG SHOP DRAWINGS OR
APPROVED SAMPLE INSTALLATIONS SHALL BE
DONE PRIOR TO THEIR APPROVAL
N. CONTi?ACTOiR TO COORDINATE i SCHEDULE INlSPECT-
iONS WITH BUILDING DEPARTMENT i FIFE DEPART-
MENT, CITY UTILITIES, WEALTH DEPARTMENT AND
ALL OTHER CiTY 4 COUNTY AGENCIES, AND ALSO
WITH SPECIAL INSPECTIONS CONTRACTORS.
O. APPROPRIATE PBU FLOOR UNDERLAYMENTS SHALL
BE INSTALLED THROOOGIOUT. CONTRACTOR TO OBTAIN
W RITTEN ACCEPTANCE CF ANY FLOOR UNDERLAYMENT
PRODUCT. THE ARCHITECT ASSUMES NO
LIABILITY FOR THE FLOORING PRODUCT AND ITS
COMECTiON WITH ADJACENT MATERIALS.
CONTRACTOR WILL HAVE A COPY OF THE WFRCM
BUILDING CODE, LATEST EDITION, AND ALL CiTY
AMENCtIENTS ON SITE FOR REFERENCE TO
REFERENCED SECTIONS HEREIN.
P.
0. CONTRACTOR TO PROVIDE OWNER WITH COMPLETE
RECORD DRAWINGS FOR THE RENOVATiON WORK AND
MU PLUMING i HEATING, VENTILATION, 4 AiR
COPtDMONNG, ELECTRICAL SYSTEMS AS YELL AS
OTHER WC IRK CONCEALED BY FRPNSi- D SURFACES
WALLED OR B1COWTE ED Opts THIS PROJECT
R PROVIDE PROTECTION OF PEDESTRIAN
RIGHT-CF-WAYS PER CITY REQIIIREMENTSLONTRACTOR
TO PROVIDE STREET USE PERMITS FOR THIS PROJECT.
ZA
itaZigaggenainal
A 5 MATERIALS:
CONTRACTOR IS RESPONSIBLE FOR ALL
APPROVALS, OVAL, DISPOSAL 4 CERTFICAT1ON NOT
COMPLETED BY DUPER AND AS BRED BY LAW
a= 8011. CON I Tk71NS: THE ARCHITECT 4 OMNER AWE NO
ITY AS TO THE PHYSICAL
CHARACTERISTICS OF THE SOI NOR VERFES
ACCURACY OF DATA SUPPLED BY OT1EfiS.
C.
DIMENSIONS ARE TYPICALLY $1471114 FROM FACE
OF EXISTING FINISHES TO FACE OF PEW 6RID6
AT INTERIOR WALLS, SINLESS DETAILED OTHERWISE
ON DRAWN GS.
DO NOT SCALE DRAWINGS THE CONTRACTOR
SHALL USE DIMENSIONS 51401111 ON THE
DRAWINGS AND ACTUAL FIELD MEASUREMENTS.
NOTIFY TIE ARCHITECT F ANY DISCREPANCIES
ARE FOND.
TIE CONTRACTOR WILL VERFY ALL ROUGIi -N
DIMENSIONS FOR TIE EQUIPMENT RR4ISIED AND
INSTALLED BY HIMSELF OR HERSELF OR OTTERS.
THE CONTRACTOR WILL CONSULT THE PLAINS OF
ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS,
CEILINGS AND iOOOFS FOR DUCTS, PIPES,
CONDUIT, CABIETS, AND EQUIPMENT, AND WILL
VERIFY THE SiZES AM LOCATIONS WITH
SlECONTRACTORS.
CONTRACTOR TO MAKE NECESSARY AR-
RANGEMENTS OR SECURE NECESSARY PERMITS WITH THE
CITY OEM RECURRED FOR SITE WORK OR TO ESLOCK
SIDEWALKS OR STREETS DUE TO CONSTRUCTION.
• SAFETY: CONTRACTOR WILL OE RESPONSIBLE FOR
ALL REWIRED SAFETY PRECAUTTOP43 AND METHODS,
TECI440JES, SEQUENCES, OR PROCEDURES RECLINED
TO PERFORM THE WORK.
E. PROTECT ALL ADJACENT PROPERTY AND VEGETATION.
PROTECT ALL STREET Tai, FUTURES, POLES, UTILITY
EQ FP 4T AND OTHER APPUR7134ANCES ON PUBLIC
PROPERTY.
3D
A SEE STRUCTURAL DRAWR4G8 AM NOTES
FOR ADDITIONAL 1+0141 aTION
40 tETALA
A MULATTO* PROVIDE GALVANIC IC NSLLATIO N
B ETH DIS6IMILAR PETALS_ CONTRACTOR 514411
PAM ALL PETAL STACKS, METAL
CQN C'TIO N 5. VENNiTS, G1R8.L5. OR LOWERS INCH
P RO.ECT T1100113 4 WALLS OR !ROOF AND ARE N VEIL
COLOR BY ARCHITECT.
EL ALL. EXTERIOR METAL MIL OE GALVANUED.
b�D !Yla
A STOPS 4 DAMPERS: FIRE STOPS 14 WALL, 60FIFITED
CEILINGS, ETC„ SHALL BE PROVIDED PER UNIFORM
B LDING CODE REQUIREMENTS. PROVIDE
FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUT-
LETS, INLETS OR DUCTS PBETRATNG FIRE RATED
ASSEMBLES, ENICLOSU E& WALLS, FLOORS OR
SURFACES AS REQUIRED BY FIRE DEPARTMENT.
e
WOOD: ALL WOOD N CONTACT WIT 4 CONCRETE TO BE
PRESSURE TREATED PER UNIFORM BUILDING CODE.
ALL SUCH MX) USED N CONSTRUCTION MUST BE
LOCATED AT NON- ElEARJNG PARTITION WALLS APO
MUST EJE USED N FIRE TREATED AS INDICATED
N DIRAWNGS.
C. ISLOCGNGP PROVIDE UEiE REpJMRED. INCLUDING,
BUT NOT LIMITED TO DOORSTOPS, TOWEL BAR.
AND TOILET ACCESSORIES.
FOR ACCESSILE WITS, SEE ACCESSIBILITY
GUIDELINES 200A.
iA
A. OPENINGS: ALL OPENINGS TO BE CAULKED, SEALED
OR MEATIER- STRIPPED. PROVIDE BACKER ROD
PER SPECS i MANUFACTURER'S FACTURER'S ATION&
EL VAPOR : CONTINUOUS APPROVED VAPOR
BARRERS WILL BE INSTALLED ON TIE HEATED
SIDE OF ALL THERMAL NNsILATION WALLED.
C.
INSULATION: WERE NEW OR UPGRADED INSULATION
IS REp1IREDD, PROVIDE INSULATION AS FOLLOW
AJD AS INDICATED ON DRAWINGS:
MEW ROOF
WALL NSULATI ON
FLOOR NSULATkON
WALL BELOW GRADE MIL
v
A
R -38
R -19
R -10
R -10
GLAZI PROVIDE PEW GLAZING PER UNIFORM
BUILDING CODE AND STOP! ENERGY CODE
(REP CHAPTER 5, BUILDING DESIGN BY
COMPONENT PERFORMANCE ,APPROACH)
GLAZING N LOCATIONS SUBJECT TO MON
IMPACT, SUCH AS PANES N DOORS, GLAZING:
WITHIN A 24" ARC OF A DOOR OPE NiNG,
GLAZING WT11N Ig' OF TIE FLOOR (AND
IS OVER S ea FEET PER PANEL) WILL BE
TEMPERED OR LAMINATED SAFETY GLASS PER
INFORM BUILDING CODE SECTION 240b.
GLAZING U- VAL.LE U - A0 MAxIMM
& CONTRACTOR WILL PROVIDE COMPLETE ORS: RATING
IIARLDWAFE AND DOOR STOPS FOR EACH DOOR OR
WIDOW OPB4t1G NOTED ON SCHEDULES INCLUDING
ALL ACCESSOfRES REWIRED FOR COMPLETE
INSTALLATION WETTER NOTED OR NOT.
A 11-E CONTRACTOR WILL BE BOL N D TO TIE
FINISH SCHEDULE OF ROOMS AND SPACES,
BUT WILL BE ALSO RESPONSIBLE TO
PFOOV DE OTHER MATERIALS NOT DESIGNATED
N TIE SCHEDULE F REMIND N THE
FEW TO CREATE A FNSIED PRODUCT AT
NAM FLOORS, C ELIN % DOORS, ILINDOIS
AND ALL OfERR SOFFITS, TREADS, RNG6,
LEVELING AiND PATCHIta IMRE REIiJIE:D.
OBVIOUSLY, ALL AREAS WITHIN TIE UNITS ARE TO
BE RLLY FLED, PE•I FINS THiOIJCsHOUT
ea4J.L BE !REQUIRED. ARCHITECT WALL
CLARFY TYPES AND COLOR OF FINISHES 114ERFJ
F QUESTION, ARISE.
0 PROVIDE HATER RESISTANT GYPSUM MU.-
WAR) AT ALL INT BATHROOM,
LAUNDRY ROOM, UTILITY ROOM,
AND POTENTIALLY IET" AREAS
IBATER-RESISTANT Gl'PBt11 WALLZOARD SHALL
NOT EE NSTALJ.E'37 OVER A VAPOR RETARDER OR
04 mama&.
C BLOC IQI ICs: PRIOR TO iNl$TAUJNG G11I3 INSTALL
P'oxIVIVE 1u11.K -THIRD 11THN ODER
AND ARCHITECT TO HELP ENSURE ALL
NECESSARY BLOCKING HAS BEEN INSTALLED
PRIOR TO COVERING FRAMENCs 1111T14 C
•
D. GYPSUM WALLBOARD TO BE INSTALLED AS
FOLLOWS AT PEW CONS RIC Ti N LESS
NOTED OT1 =RI18E:
E. FLAME SPREAD CLASSIFICATIONS FOR FINISHES
PER UDC SECTION 804.
F.
EXTERIOR ULALLIN %• TYPE 'X' GIB
PARTY WALLS 4
CORRIDOR ILLALL&
(2) LAYERS GILD, X4 6" TYPE 'X' GILD
OTHER NTERIOR 1 41 1 GINS (MIR)
CEILINGS %" TYPE 'X' GIB
5A" TYPE 'X' TO BE INSTALLED BEI-IND ALL FiXTUI ES
INCLUDING TUBS AM SHOVERS TO MAINTAIN
RECXIIRED FIRE - RESISTIVITY
ALL HALLS AND C EILING6 SHALL BE TEXTURED
(ORANGE iPEEL) A ► PAINTED, SEE
SPECFICATIONS.
so =EMIG&
A. MECHANICAL WORK SHALL CONFORM TO DRAWINGS
APD TO PVICATED HEREIN.
IN.
B. MECHANICAL WORK SHALL BE COORDINATED
BY THE GENBRAL. CONTRACTOR WITH THE WORK
NNDICATED HEREIN.
C. ALL EXISTING SUPPLY WATER PLUMING PIPE TO BE
RREPLACED
D. PLUMING APO SEVER PIPE SIZING AND
MECHANICAL SIZING TO SE N ACCORDANCE WiTH THE
DRAWINGS AND WITH FRECC7 M'I.7NDED PRACTICES AS
PER CURRENTLY ADOPTED NATIONAL, STATE OR
LOCAL REGULATIONS.
E.
F.
PiOOVIDE SHOP ORA1/I456 PRIOR TO FABRICA-
TION AID INSTALLATIQ 1 OF iTHIS FABRICATED
N THE SHOP FOR APPROVAL BY TIE OLiER
AND THE ARCHITECT. NOTABLE ITEMS INCLUDE.
CUT ARE NOT LIMITED TO CABINETS AND
CONTRACTOR TO FRAME OPENNG6 N WALLS,
CEILINGS AND FLOOR'S FOR WIVAC AAD OTHER
MECHANiCAi.. OR ELECTRICAL WORK WHERE
REQUIRED AND NOT OTI ERiIISE SHOUN ON TIE
PLANTS. PROVIDE ACCESS DOORS WERE
REQUIRED BY CODE.
J. PROVIDE FIRE - TREATED WOOD BACON , FURRNG.
STRIPPNCs OR !BLOCKING REWIRED FOR INSTALLATION
AND ATTACI.PENt CF IICRK OF ALL OTHER TRADES
PROVIDE AM INSTALL VE NTNG FOR ALL DRYER
LOCATIONS, TO OUTSIDE, AS REpJMRED BY 111FOFM
BUILDING CODE, WFORM MECH4APYC4L. CODE
SECTION SO8 AND AS 5I4011$ ON
G.
WL
ALL SERVICE WATER i'IPNG WILL BE
TIEMIALLY NSI L.ATED TO R -5.
ALL PIPING, DUCTS APCD CONDUiT SMALL BE LOCATED
111THIN PEW OR EXISTING WALLS i CELT 6 UNLESS
NOTED OTHERWISE (OR CONCEALPENT IS NOT
POSSIBLE OR J
1011. ELECNICAL
A ELECTRICAL WORK IS TO CONFORM TO TIE DRALINGS
Alf) TO INDICATED HEREIN AND
BE SUITABLE FOR THE MENDED USES OF THE
SPACES.
B. ELECTRICAL WORK MILL. BE CL RONAma
BY THE GENERAL. CONTRACTOR MNTH THE WOK
INDICATED HEREIrL
C, ALL EASING HIRING SHALL OE REPLACED.
ELECTRICAL SERVICE RECUMEMENTS AND URI NG
TO EE N ACCORDANCE MITE TIE DRAWINGS
A11, RECOMMENDED PRACTICES AS PER
CURRENTLY ADOPTED NATIONAL STATE,
ANDIOR LOCAL 'REGULATIONS.
O. TIE CONTRACTOR ILL INCLUDE AND PROVIDE
ALL POSER COMPANY'S COST TO NSTALL.
COiNSTiNCTION AND MY NEW SERVICE
TO MIER BOLDING. THESE COWS
WALL INCLUDE VAULTS, TRANSFORMS,
SERVICE LIES, HWNOHOI.P6 AND ALL OTHER
EppJI ff AND LABOR RECURED AND/OR
OR
PAR'Y TIE CONTRACTOR ILL ALSO
INCLUDE ALL OTHER COSTS TO PROVIDE
r4DAQL4TE SERVICE # I DE FACILITY TO THE
PONT CF THE HOMER COMPANY'S TER WATT ONL
E PRO OIDE TIRO MIMES OF POOR FOR
EXIT SKIMS APV EMENGBICY EXIT LIGHTING.
F OUTLETS N SWITGI LOCATIONS *p BAI
UI15 TO BE INSTALLED PER 1114sTO4 STATE
BARRER-FWEE CODE.
LKa4TNG I SWITCHING G N CrAM!'X:A4 ACAS PER
A1O MWEC.
03- 277
IIU EiE.t'aGMEcIIQN
A FIRE WARNING SYSTEMS PER WFORM
BUILDING CODE AMEND1 TO BE PROVIDED.
• THE FEE DETECTION AND ALARMM SYSTEM
SHALL PEET TIE 'REQUIREMENTS OF TIE WFC M
BUILONG CODE AND AS SPECFIED N TIE
INFORM BUILDNCs CODE SECTION 310'3 SHOP
DRAWINGS WILL BE REQUIRED FOR ALARM
SYS1131.
C. PROVIDE FIRE EXTINGUISHERS AND SEMI-REOESIED
C4BNEATS AS REQUIRED BY UNFORM FIRE
CODE STANDARD 10 -L
D. PROVIDE AM INSTALL SMOKE DETECTORS PER
DRAWINGS AM THE WFORM BUILDING CODE.
SMOKE DETECTORS SHALL RECEIVE THEIR
PRIMARY POKER FROM THE BUILDING WRNS.
E. PROVIDE FIRE EXTINGUISHER) AND CABINETS
PER CITY REQJIREPENTS. LOCATE AS S14O11N
ON DRAIL11436 OR LOCATE OPE (1) PER 300
SQUARE FOOT AREA APO 15' MAXIMUM DISTANCE
OF TRAVEL
F. WHERE SEMI- RECESSED CABINETS (FIRE
EXTINSUISlER ETCJ OCCUR N FIRE
RATED WALLS, LIE OPE NNG WITH 46"
TYPE "X" GYPSUM UL4L.LBOARD, INCLUDING
SURFACE BEHIND CABINET
G. MAINTAIN FIRE - PROTECTION REQUIREMENTS
FIXTURES APO SHOWERS
HL FiRE BLO(.7.5 AND DRAFT -STOPS PER WFOR I
BUILDING CODE SECTIONS VS, 105, i 110 PROVIDE
FIRE - STOPPING AT ALL FLOOR i WALL.
PBETRATKNS AS REQUIRED BY FIRE
DEPARTMENT.
120 riggelaigagi
A ALL PARTY WALLS, CORRIDOR WALLS AND FLOORS
BE NEE 4 INTS WILL MEET OR EXCEED AN ST.C.
50 OR MORE. PROVIDE INSULATION AND
RECIJIRED TO MEET STANDARD.
B. CEILINGS WILL BE OF A CONTINUOUS FIRE-
RESIST NE MEMBRANE BUT MAY HAVE °MAUI
FOR COPPER SHEET STEEL OR FERROUS FUMING
G
PIPES, DUCTS, AND ELECTRICAL OUTLET BOXES,
PROVIDED THE AREAS OF SUCH OPENINGS THROUGH
THE CELNG AGGREGATE NOT MOE 11I•4N I 0
(MARE INCHES FOR ANY 100 SQUARE FEET OF
CEILING AREA NDIVVU 4L ELECTRICAL OUTLET
BOXES WILL BE OF STEEL AID NCJT GREATER
11 A N lb Swam NCHE5 N AREA
C. STAIR NOTES ENSURE TIE FOLLOWING AND NOTIFY
OUtER AND ARCHITECT OF ANY DEVIATIONS 14
EXISTING COMMONS
I) HEADFOOOiM 6'4' Minn MITI 36'
2) TREAD 10' MNIMLI' RISER 1 V2' MAXIMUM.
3) TOP OF MAMMAL MULL BE 34' M114tU1
APD 38' MIAKPIJI ABOVE THE STAIR NOSIPCs
14 4FVRAIL WILL BE Ike MINIPU1 MD 2'
Mt'AXMM N CROSS SECTKN HANDRAL
WILL BE SPACED NOT LESS THAN It'
FROM WALL RETURN INS CF HANDRAIL
4) H4INORALS 14 COMMON AREAS SHALL COMPLY
WITH M L A S H N G T O N S T A T E BARRER-FREE
FNEQUIRE MBNTI3, EXCEPT WHERE
5) ALL INTERIOR STAIRS ARE EXISTI43 CONSTRICTION.
E)NaCE1PT NEW LOBBY STAIR
WASH t4r TC N1 STATE ENEMY CODE AND
S� WASHIPOTON STATE VINTILATION
AR QUALITY CCOE
A. ALL PWJ WORK. SMALL CONFORM TO THE
1L45144GTO14 STATE DEW CODE (MEG) AND
THE WASHINGTON GTON STATE VENTILATION AND
MOOR AIR C LAUTY CODE (U' .V.1AQC3
B. TIE MOW LISTED REOJI RO'BNTS ARE
NOT ALL NCLLJBNNE A/4) ARE FOR THE
PURPOSE CF FEATINIRNG KEY PORTIONS
S
CF THE ABOVE REFER134CED CODS.
V ALL PEiI EXTERIOR JOINTS SHALL CANI-
FORI TO ULSEC SOL
2) NEW RECESSED UGHTNG FIXTURES 5144LL
CONFORM TO 116EC. 5024A.
4.
3) EAG 4 Dsa.11 N G UHT SHALL BE
MAPPED 1111114 111140L 14OLBE
VE34TLATIA4 SYSTEMS DEQNIGIED
MO INSTALLED TO SATISFY
Wk5.v1AQ.0 SEcnceas 30312
(VB1TLATTO4 CRITERIA FOR ALLR
C>CAU'ANN10ES FOR CANTNJOLJSiLY
OPERATING FANS)
4)
5CUICE ',I016GAC EST FOR
CANITiNiIOUSLY OPERATING FAIN.
5) ALL OTHER OOCH'ANCES SNI ALL
COMM TO IISEC. 304.
sir) ALL R CX:CUPAPCIIES SWIM
TO CHAPTER S 'ROOM
IESI5TIVE CCNSTRLCT1aN STANDAITIDir.
I60 P ANY DEVIATION
N EXISTING UNITS)
A. EVERY SLEEPING ROOM TO HAVE AT LEAST
OPE OPERABLE WINDOW OR EXTERIOR DOOR
APPROVED FOR B'EME NCY EGRESS OR RESCUE.
I) THE WIND 1116 WiLL BE OiPERABLE F10OiM TIE
INSIDE TO PROVIDE A FILL CLEAR OPENING
WITHOUT THE USE OF SEPARATE TOOL$
2) ALL EGRESS OR RESCUE UNDO* * FROM
SLEEPING ROOMS WILL HAVE A MINMls
PET CLEAR OPBNNG OF 5.1 SQUUAiRE FEET.
3) THE MNMM PET CLEAR OPENING IEICsHT
DIMENSION WILL BE 24 INCHES (24 ") TIE
MINIMUM PET CLEAR OPENING WIDTH DIMEN-
SION WILL BE 20 INCHES (20
4) WIEIRE WNDO US ARE PROVIDED AS MEANS
OF ESCAPE OR RESCUE, THEY WILL HAVE
A FINISHED SiLL HEIGHT OF NO MORE THAN
44 INCHES (44 ") ABOVE TIE FLOOR
B. ALL HABITABLE ROOMS WiTHN A DUELLING
WIT SHALL BE PROVIDED WITH NATURAL
LIGHT BY MEANS OF EXTERIOR GLAZED
093 846 WITH AN AREA NOT LESS THAN
OPE 194114 (VII) OF TIE FLOOR AREA OF
SUCH iOOOM WT1 A MINIMUM OF 10 (TEO
=TARE FEET.
C. ALL HABITABLE ROOMS, EXCE1°T KITCI
WITHIN A DUELLING WITS SHALL BE PROVIDED
WITH NATURAL VENTILATION BY MEANS OF
OPENABLE EXTERIOR OPEINNG6 WITH AN AREA
NOT LESS THAN OPE TWENTE114 (IRO) OF TIE
FLOOR AREA OF SUCH ROOMS WITH A MINIMUM
OF FIVE (5) SQUARE FEET.
D. ALL SHOVER AREAS SILL BE FINISHED WITH A
SMOOTH NCNABSORIBENT MATERIAL TO A HEIGHT OF
10" ABOVE DRAN INLET. THIS MATERIAL SHALL BE
INSTALLED AS NOTED (OR F OTHERWISE NOT NOTED)
OVER WATER-RESISTANT GYPSUM WALLBOARD. WATER
RESISTANT GLIB SW14LL NOT BE INSTALLED OVER A
VAPOR RETARDER OR ON CEILINGS
E. DOORS AND PANELS CF SHOVER AID BATHTUB
BNCLOeURES SHALT. NE OF SAFETY TY GLAZING
MATERIAL WITH P1141131 Ohs.
KITCIE 4 RANGE, DRYER BATHROOM AW
LA NDRY ROM VENTILATION TLATiON DUCTS SHALL
HAVE SMOOTH, NON- C.TBLE, NONI-
A06OROI NT SURFACE MO WILL BE
EQUIPPED WITH BACK -DRAFT DAMPERS
(INSULATE PER IUSF.C. MIERE APPLICABLE)
F. N BATHROOP15, WATER CLOSET COMPARITINTS,
LALPCRY ROOMS, AND SIMILAR ROOMS, A
MEM/MAL VENTILATION SYSTEM CONNECTED
DIRECTLY TO TIE OUTSIDE, CAPAQLE OF
PROVIDING: 5 (FIVE) AIR CHANGES PER HOUR
WILL BE PRO'V DED. SUiCH SYSTEI SHALL
BE CONNECTED DIRECTLY TO THE OUTSIDE AM
THE PONT OF DISO45* E ILL BE AT LEAST
3'-0' FROM MY 01 4/43 INTO TIE BOLDING.
(NSLL.ATE PER MJ,SEC.1Ir E APPLIC40LE)
G. EVERY UNIT SHALL BE PROVIDED WTHN IEATNG
FACLITES CAPABLE OF M ANTAINI4G AN
AVERAGE ROOM T131PER4TUFZE OF 10 DEGRF
FAI4RENIEIT 14 ALL HABITABLE IOGX7M5 APO
E3ATHROCMS WHEN OUTSIDE AIR TEMPERATURE
IS 24 DEGREES FAHRB4t1T.
It ALL OCCUPANCY ACCE3SORIES SUCH AS GRAB
BAi?,S►, TOUE.. OARS, PAPER DiSPE NSERS,
SOAP DISHES, ETC PROVIDED ON OR
1111114 WALLS, SHALL BE WALLED AND
SEALED TO PROTECT STIRUCTLRAL
FROM MOIMIRE.
L EXTEND FIRE- RESI511vE HALL PROTECTION
TO TIE GILL PLATE ES3411D APDIIOR RIDER
TIE TL1B6 MD 5IIO4R5R TITS WHICH ABUT A
FIRE-RATED WALL
J. VBNLT O' ASES SHALL BE CONSTRUCTED FOR
F1RE- RE515U EE SUM MEN REWIRED.
K. ALL PEN GLAZING MATIItI '10" CF PLUMBING
DRAIN INLET SHALL BE SAFETY GLASS
L. L11IT SICKER R.011 TO 23 CsP!1. PER UPC.
WASHINGTON STATE AMENINIENTS WG 5I- 26-E03 -
WLATER EFRCIENCY S (b) (2).
ML @ITRA ICE DOORS TO WT5 MALL 'I E 20 DWI.
RATED AV SHALL L MAVE A
DEAD L.ATO4 UTHI AT LEANT 1' nom 11404
P THE STRIKER NOT LE56 DUN I'7t"
DEAD BOLT OR LAT04 TO BE oreueLE FRQ1
"ODE W TI UT A KEY. EACI4 DOOR
WAL HLAVE AN OBSERVATION
PORT 54' ABOVE TIE FLOOR
N. ALL SHOVER STALLS SMALL HAVE
FIE B OOCSG E'EN STUD&
NO BITRY. MANTENANCE. ULIVRY,
STO WE AO OdElR sperm tcQ'1 DOORS
MIST SE SELF-CLOWNS 41 5ELF4.003415L
r • , c ' 1
SEA 0 4
PE EN' :��-
z
0
J
SITE LEGEND
• aRAILL aracE VENT LoaanaH, veFr
(� mace re+r caret WE SPECFICATICNS
RR REPLACE rar COVER AND WAR coNCRETE
CRACK AT VENT oPaNItr�, SEE anarcnURAL
CRACK N CONpEtE FglpATION WALL
SEE 61RlG1{p/N,
- -► CRAWL PACE 1 e IM rr LOCATION AT 14 GRADE
SLOPES TOWARDS °PENNS. P$TALL GALVANIZED 11 ?OW KELL.
SEE DETAIL 2 4 3 ON 5 SET All
NOTE: ALL E3UILDINGS AND UNITS UJITWIN 5t4,4LL BE RENOVATED
EXCEPT BUILDING W (SENIOR 4OUSING) AND
NE COMMUNITY BUILDING.
SEE SWEETS 421.1 T1- OUG14 421.4 FOR
ENLARGED BUILDING PLANS.
PROPERTY LINE
PROPERTY LINE
TYPICAL EXISTING GALVANIZED VENT WELL
pffs
PROPERTY LINE -
UNIT 14420
UNIT 14422
UNIT 14424
BLDG
F
UNIT 14426
UNIT 14428
UNIT 14430
l
•
P c2.1 1 •
L
88888A
APPROXIMATE 8'ht16" ANT COVER lvERFY)
1X2 CEDAR VENT
FRAME, PAINTED
�J
SECTION AT CRAWL SPACE VENT
r = 1 , -o'
U
A
BLDG H
(NOT IN CONTRACT)
I/2" DI A ROUiD
crI -0
Wig C
SEp 1 I 2n3
=�� � 2" PEA GRAI/EL /i /
\ /' " \ / \ / \'' \ /\ \ / \/'
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• • •• BLDG
UNIT 14448
UNIT 14450
UNIT 14452
UNIT 14454
UNIT 14456
UNIT 14458
// r,
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MAIM ISS1 E
PB41IT SET
A KAST 12, 2003
FOR PETIT CWLT
us warm no rememo oat
mow OREM= AV II MOO w0MOD
Ao rICIPM110.11 4101011M1111 AM=
mom >U
5ITE PLAN
`r %LE: WA
PLOT D � :
CID FIL
PROJ. MGR_:
DRAF"TFR: JFD
A11.1
,
I v D r
Architecture and Urban Design
204 First Avenue South, Seattle, Washington 98104
PHONE: (206) 624 7880 / FAX: (206) 622 1766
.R
■
[ ahr
1USIN
DRA11LM; ISSUE
PERMIT SET
AUGUST 12, 2003
FOR PERMrT ONLY
NI Doonor INS a« 1.111MOID vat
rww 4.1.1=1:11 op nouscr W M411
NOM TREE
48R UNIT
FLOOR PLANS
sc ALE:
PLOT DATE:
(LD Fill:
PROD. AIM:
DRAFTER: ,ED
I
r
:N=DIT lie
A20.3
V
DEMOLITION GENERAL. NOTES
(TYPICAL ALL UNITS)
ALL WIT INTERIOR FINISHES SHALL OE REMOVED DOUN TO
EXPOSED WOOD FRAMING. (WOOD FRAM TO REMAIN),
INCLUDING DUT NOT LIMITED TO: NCEILNG AND WALL GIWB,
CABINETS, MILD, WOOD AND DER BASE, DOORS AND
Do0R HARDWARE. FLOOR FINISHES TO BE REMOVED TO
PLYWOOD SUBSTRATE. NOTE SPECIAL. CONDITIONS AT UNIT
KITCHEN AO BATHROOMS, PIFER TO DEMON- ITIOIN NOTES
BELOW AND THE SFECPICATION FOR 'OPTIONAL I4FORh1ATIONI
REFER TO FINISH SCHEDULE TO MIRE ADEQUATE SUBSTRATE
PREPARATION FOR FEW FINISHES.
SALVAGE ITEMS: SALVAGE FOR RETURN TO 011,1ER ALL ITEMS
NOTED 'SALVAGE'.
AESTOS CONTANNrNG MATERIALS INCLUDE, BUT ARE NOT
LIMITED TO THE FOLLOUJINC TEXTURED CEILING& FLOOR TILES,
FLOOR AND BASE MASTIC, GUS TAPE/02'1MM. REFER TO
HAZ -MAT REPORTS, WHICH ARE NCLLDED N THE
SPECIFICATIONS. CONTRACTOR TO MIRE DE OUTIO4 CF THESE
MATERIALS FOLLOW THE GUIDELINES OF WASHINGTON STATE
LABOR A1ND INDUSTRIES, PUGET SCUM CLEAN AIR AGENCY AV
ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL
AGENCIES.
DEMOLITION NOTES
STRUCTURAL /ROUGI -I CARPENTRY
-- REPLACE SELECTED PERIMETER POSTS N CRAILLSPACE.
INN -ERE SOIL IS N CGNTACT WITH POSTS, POSTS SHALL BE
REMOVED/REPLACED OR ELEVATED ONTO A CONCRETE PAD.
ASStPE 2,500 BOARD FEET TO BE AFFECTED. SEE STRUCTURAL
-- DEMO FLOOR FINISHES AND PLYWOOD SUB - FLOORING TO
EXPOSED FRAMING AT ALL KITCH, BATHROOMS AND
LAUNDRY ROOMS
INSPECT EXPOSED FRAMING FOR DRYROT AND REPORT ANY
STRUCTURAL DAMAGES BEFORE APPLYNCs NEW FINISHES. REFER
TO WIT PLANS FOR LOCATIONS.
-- REPLACE AND RIEFRArE ALL WINDOW ROUGH OPENINGS.
CASEWORK.
- - REMOVE ALL KITCHEN CABINETS, COUNTERTOPS, AND
BATHROOM VANITIES:
INSULATION
-- REMOVE DAMAGED EXISTING INSULATION N EXPOSED
CAVITES A1ND CRANIA.. SPACES INCLUDING I SULAT10N URAP AT
DUCT WORK
POOR 4 WINDOWS
-- REMOVE ALL KNNTERIOR DOORS/FRAMES AND INTERIOR
CLOSET DOORSIF RAMES REMOVE DOOR HARDWARE.
• REMOVE ALL EXTERIOR ENTRY DOO .
-- REMOVE ALL EXISTING: ALUMINUM IUMON& DEMO ALL ROUGH
OPENINGS
-- REMOVE EXISTING L(*1 OW BL SHADES
FINIS$ -ES
-- RB" ROVE ALL LAID AT WALLS AND CEILINGS. INSPECT AT
EXISTING CAVATES FOR STRUCTURAL OR
WATER DAMAGE. REPORT ANY DAMAGE PI EDIATELY.
-- REMOVE EXISTING VCT/SHEET VINYL AND U DERL.AYMENT
DOKN TO 5113- R.00IR REMOVE ALL FAST PREPARE NEW
R TO RECEIVE FEW FINISHES.
SPECIALTIES
- - REMOVEMEPLACE OUTDATED SI A E..
ENt,IIIP'IN''ENT
-- REMOVE ALL EXISTING APPLIANCES.
PRIOR TO REMOVHS FROM SITE ALLOW OKtEiR OPPORTUNITY TO
SALVAGE MY APPLIANCE THEY USW TO KEEP SUCH SALVAGiED
UNITS SHALL BE HAILED ED OFF -5ITE BY KaLA LINTS TO
BE HAILED OtF -SITE BY CONTRACTOR
MECI ANICAL. (SEE ALSO MECH. P SJ'.iFECS)
PLw/" IE31143:
-- REMOVE ALL PUJMBIPa FDCILKRES AT ALL WS, NCL IDING
KJTO4 SNi;S, BATIPOOM LAVATORIES, SLATER CQhETS,
TUB/SNOWER13 A Co SNORERS LISTS AND FAUCETS.SEE
PEG. ONICAL.
44VAC:
-- REMOVE ALL ELECTRICAL BA15133OW`D HEATH* M ALL
WITS.
-- REMOVE ALL EXISTIrs TIERI .TATS N ALL RUNT'S.
-- REMOVE ALL UNIT MOE IOW
-- MINE ALL LMT BATIM2011 E)G& T HAND:
_- 1IIE'iDVE ALL INiT DRYER vIE NtTJdE)HWST GIFT&
� rr-rn�ce►_ [ ELEG. Dll�f JSPK.5)
-- MINE ALL B. AL MN& 1111101BIL META MIER
PAW&
..- WOE ALL OWNS LIMING 1mCma, D00I1113I*
PIISPIOVE ALL ELECIIIICAL & SEE R
iS
NEW CONSTRUCTION NOTES
(TYPICAL ALL UNITS)
r
ROUGH CARPENTRY
-- ANCHOR SILL PLATES TO FOUNDATION UTALLS. REFER TO
BUILDING PLANS FOR PERIMETER DI"ENSICNlS. SEE STRUCTURAL.
-- REPLACE EXISTING CRAUL SPACE VI NTS. TYPICALLY, (2)
PER WIT EXTERIOR PERIMETER FACE. SEE BUILDING PLAN.
• INSTALL SELECTED FEW PERIMETER POSTS N CRML.SPACE.
SEE STRUCTURAL. AS6Lt' 2W BOARD FEET.
-- INSTALL BEAM -TO- COLUMN TIES EACH SIDE AT TOP OF ALL
CRAUL SPACE POSTS SEE 5
-- PROVIDE METAL STRAPS OR HOLDPOUNS FOR STRUCTURAL.
SYSTEM TO RESIST WIND AND EARTHQUAKE FORCES. SEE
STRUCTURAL.
• REFRAIIE ALL WINDOW OPENINGS.
-- WROTE ALL INITERIOR CLOSET DOOR OPENING, SEE
ARCHITECTURAL DRAWING: FOR RCUC#I OPENING SIZES AND SEE
STRUCTURAL DRAWNGS FOR HEADER DETAILS.
-- FRAME OUT ALL KITCHEN PASS-THROUGH& FINISH WITH Gu8
AND PANT TO MATCH ADJACENT WALL AREAS.
-- REFRArE KITCHEN OPENINGS, WHERE INDICATED ON
ARCHITECTURAL DRAWINGS.
-- INSTALL NEW 3/4" COX PLYWOOD SUB - FLOORING AT WIT
KITCHENS, AS NEEDED AND ALL BATHROOMS.
-- PROVIDE BLOCICNG FOR ALL NEW TOItEL BARS, MIRta0R3,
DOOR STOPS, ETC.
-- PROVIDE DRAFT STOPS AT ALL PARTY WALLS. SEE DETAIL 5
CN SHEET A621
-- PROVIDE ATTIC ACES PANELS FOR ALL WITS MN4PU1 SIZE
SHALL BE 22'X30', SEE WIT PLAN AND DETAIL 4 ON SHEET A621
MILLWORK
-- INSTALL NEW INTERIOR MILLIUCR ( THROUGHOUT: INCLLDNC:
DOOR JAMES, WINVOW SILLS, WALL BASE, AND OTHER MISS. TRIM
PER ARCHITECT RAN- INTERIOR ELEVATIONS.
-- INSTALL NEW WOOD NAINDRAILS AT ALL STAIRS. (I) PER STAIR
CASEWORK
-- INSTALL ALL KITCI —E Nl CABINETS, BATH ROctM VANITIES AND
COUNTERTOPS. REFER TO ARC14111.IRAL INTERIOR ELEVATIONS.
rSULatioN
-- REPLACE MISS** NS4LATIC H AT EXTERIOR PERT METER
WALLS, CEILINGS AND AREAS MADE ACCESSIBLE AT REMOVED
KITCH EPt AT 4 SLEFLOOR'3
IELLATION AT CEILINGS, BELOW ROOF, MUST MEET CURRENT
D3NERGY CODES (R -30).
DOOR 4 WINDOWS
-- INSTAL NEW EXTERIOR ENTRY.
-- INSTALL NEW INTERIOR DOORS AIND INTERIOR CLOSET DOORS.
REFER TO DOOR SCHEDULE AND SPECIFICATIONS.
-- WALL PEW EXTERIOR WINDOWS. SEE SPECFICAT10NS
REPRO* SILL AND ARM WINDOW PERP1ETER AS REQUIRED
FOR PROPER NSTALLAT1ON.
EINISI-ES
-- P4STALL NCI Me, RE (ORANGE PEEL) AND PANT.
-- INSTALL PEW CARPET AS PER ARCHITECTURAL MESH
-- INSTALL MU VINYL TLE AW SHEET VINYL PER FINISH
SCIEDILE
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SLt'INL 'E FCAT1fJ
PLUMBING:
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I"ECI�WICAL l5� 1"ECN)
-- INSTALL PLIPIDING FDIU ES AT ALL WITS INCUIDINCs
KITCHEN SINKS, HATVIROA1 LAvATOWEIS, SKIER CLOSETS, TUNS,
51I0 SIMI 11€* MD FAU ETB. SEE Mgt
SEE SPECFCCAMPS.
-- REPAIR AND ADAM Dab' D* 6BER PPS's AND
CONNECTIONS TO ACCOMCOATE II FUME&
-- PACMDE A IIPPA MEW= PRESSIME P'RiICPAL
AS 'aY), SIM A HOT BOX, DOINSTRERI OF THE EX*ING
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AND ALL BEDROOMS.
- - INSTALL FEW SWITCHES, OUTLETS AND COVER PLATES.
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- - INSTALL NEW DOORBELLS.
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-- PROVIDE WIRING, AS NEEDED, FOR FEW RANGE HOODS,
ENSURNG DIRECT VENTING TO OUTSIDE.
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FLOOR PLAN ABBREVIATIONS
AA = ATTIC ACCESS PANELS, DIMENSIONS ARE
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3. ALL WINDOWS ARE vN'PL 4 SMALL. MEET TINE FOLLOWING REWREFIERM
A 'VILE TRA1401166104 GREATER TELAN OR EQUIVAL81T TO S.
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C. IISNNTER U -VALLE LESS 114A 4 OR EQUIVALENT ENT TO 33.
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RIVERTON TERRACE
14440 41ST AVENUE SOUTH TUKWILA� WASHINGTON
KING COUNTY HOUSING AUTHORITY
Tonkin/Hoyne/Lokan
Architecture and Urban Design
204 First Avenue South, Seattle, Washington 98104
PHONE: (206) 624 7880 / FAX: (206) 622 1766
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DESIGN CRITERIA
I. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFOIS1 TO THE DRAWINGS, SPECIFICATIONS, AND NE UNIFORM BUILDING CODE (1991
EDITION).
2. DESIGN LOADING CRITERIA
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
3. STRUCTURAL DRAWINGS SHALL BE USED IN CCN»4CTION WIN ARCHITECTURAL AND ALL OTHER DISCIPLINES' DRAWINGS FOR BIDDING AND CONSTRUCTION.
CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
DISCREPANCIES: NE CONTRACTOR SHALL INFOp1 NE ENGINEER IN WRITING, DURING TI-E BIDDING PERIOD, OF ANY DISCREPANCIES OR OMISSIONS NOTED ON
TIIE DRAWINGS OR N NE SPECIFICATIONS OR OF ANY VARIATIONS NEEDED iN ORDER TO CONFORM TO CODES, RULES AND REGULATIONS. UPON RECEIPT OF SUCH
INFORMATION, TIE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED SHALL
BE NE RESPONSIBILITY OF TI-E CONTRACTOR, AND WORK SHALL BE PERFORMED IN A MANNER AS DIRECTED BY THE ENGINEER
4. CONTRACTOR 514ALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO GO 1MENCiNG ANY WORD ALL DIMENSIONS OF EXISTING
CONSTRUCTION SHOUN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE FIELD VERIFIED BY NE CONTRACTOR OR NE CONTRACTOR'S
SUBCONTRACTOR
5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS NAVE BEEN
COMPLETED iN ACCORDANCE WIN THE PLANS.
ERECTION PLANS AND DETAILS OF SNORING SYSTEMS SHALL BE PROVIDED BY TIE CONTRACTOR DESIGN CALCULATIONS AND DRAWN GS ARE TO BE STAMPED
BT A LICENSED STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. TWO SETS OF CALCULATIONS AND DRAWINGS ARE TO BE SUBMITTED TO NE STRUCTURAL
ENGINEER FOR REVIEW. NIS CURSORY REVIEW WILL CHECK llT1-IER THE CONTRACTOR'S ENGINEER HAS COMPLETED TIE LOAD PAN TRANSFERM ALL THE
BUILDING'S DEAD LOADS AND CONSTRUCTION LIVE LOADS DOWN TO NATIVE SOILS. TI-E SHORING SHALL NOT BE SUPPORTING ON TIE EXISTING STRUCTURE.
CHANGES IN FiELD CONDITIONS DURING CONSTRUCTION WILL REQUIRE RE- EvALUATION BY THE CONTRACTOR'S SNORING ENGINEER
b. CONTRACTOR 514ALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND TI-E METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM
NE WORK
1. C.c*4TRACTOR INITIATED CHANGES 514ALL BE SUBMITTED iN WRITING TO TIE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR
CONSTRJCTiON{ C14ANGES SNOUN ONLY ON SHOP DRAWINGS WILL NOT SATISFY NIS REQUIREMENT.
8 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. UM -(ERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR
CHARACTER TO DETAILS SWAN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY TIE ARCHITECT AND THE
ST1 JCTURAL ENGN ER
9_ INSPECTION: CONCRETE CONSTRUCTION, DRILLED AND EPDXIED BOLTS, RODS AND ANCWORS,
SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 108 AND SECTION no OF TIE UNIFORM BUILDING CODE AND TIE PROJECT SPECIFICATIONS BY A
QJi4LIFiED TESTING AGENCY DESIGNATED BY TIME ARCHITECT. TI-E ARCHITECT MD STRUCTURAL ENGINEER SHALL BE FURNISIED WITH COPIES OF ALL INSPECTION
REPORTS AND TEST RESULTS.
10. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. 51-1CRING SNORING 514ALL BE INSTALLED TO SUPPORT
EXISTING CONSTRUCTION AS REQUIRED AND IN A MAMER SUITABLE TO TIE UJOR ( 5E(2NCES EXISTING REINFORCING SHALL BE SAVED SERE AND AS NOTED
ON TIE PLANS. SAW CUTTING, IF AND 111I-ERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS 514ALL NOT BE ALLOUED
TO DAMAGE OR OVERLOAD TIE EXISTING STRICTURE. LIMIT CONSTRUCTION LOADI (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF.
B. CONTRACTOR 51-IALL VERIFY ALL Ex15TMG CONDITIONS AND LOCATION OF ME3ER5 PRIOR TO CUTTWG ANY OPENINGS
C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISIED BY COM DRILLWG, F PO, BIBLE
R ALL EXTERIOR MASONRY AND CONCRETE 11L4LL5 514ALL BE INSPECTED AND REPAIRED AS FOLLOW):
FOR MASONRY, SCRAPE ALL LOOSE AND WAKENED MORTAR OUT TO All DEPTH OF TIE DETERIORATION FEMME AND REPLACE ANY LOOSE MASONRY' WITS.
FOR CONCRETE, SEE STRUCUTURAL DETAILS FOR EPDXY - GROUTING CRAMS. TI-E CONTRACTOR 514ALL NOTIFY Ti-E STRUCTURAL ENGINEER AS TO TIE FINDINGS.
12_ CONTRACTOR SHALL CHECK FOR ROT AT ALL EXTERIOR U14L1.5, ExtST1NG TOILET ROOM FLOORS AND WALLS, AREAS SWUNG WATER STAINS, AND AL WOOD
MENVERS IN BASEMENT AND ORAUIL SPACES ALL ROT SHALL BE REMOVED AND DAMAGED T131EER5 5144LL BE REPLACED OR REPAIRED AS DIRECTED BY
TI•E STRUCTURAL ENGINEER OR ARCHITECT.
13. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WTI4 LBC SECTION 1905 AND ACI 30L CITE 51`1ALL ATTAIN A
28 DAY 5TRE NGTU OF 1"c = 2,500 PSI AND MiX SHALL CONTTAN NOT LESS TI44N 51/2 SACKS OF CB'EIT PER CLEC YARD AND SI4ALL BE PROPORTIOED TO
PRODUCE A SLLJ P CIF 5" OR LESS.
TIE MNF'LM AMOUNTS OF MINT AND MAxIN I1 MO NTS OF WATER MAY BE CNANNGED F A CONCRETE MX IS SUBMITTED TO TIE 5TRUCTLR4L
EMSWER AND TIE BU ILDNG DEPART EAT FOR APPROVAL TUJD OEMS PRIOR TO PLACING ANY CONCRETE_ TIE CONCRETE PERFORMANCE NIX SHALL INCLUDE
TIE AMO NTS OF CEMENT, FIE AND COARSE AGGREGATE, IU4TER AND 4Dt1XTLNES AS 1LELL AS TI-E WATER CEPENT RATIO, SLLPF', CONCRETE YELD A/C
5LESTA TIATNG STRENGTI4 DATA N ACCORDANCE UNm MC SECTION 19053. REVIEW OF Tlx SLEPITTALS BY TIE DER OF RECORD NDIC:ATES CALIF THAT
PFO 1AT1ON PRESINTED CONFOR s GENERALLY WTI+ CONTiRACT DOGJ'E ITS. CONTRACTOR OR 5LF1'1..1ER MAINTAINS FULL RESPONSBILITY FOR SPECFED
DANCE.
ALL CONCRETE WIN SURFACES EYPOSED TO STANDING WATER SHALL BE AR-ENTRAINED WTW AN AR-ENTRANNG AGENT COFORING TO ASTM C260 -94,
C494 -92, C6113-94a, C999 -93 AND C101-92. TOTA{.. AR CONVENT 5uALL BE t4 ACCORDANCE uITU TABLE 1 -A-10 NE Lwow s,/LDPG CGG)E_
14. STEEL (LIRE SHALL COFO S1 TO ASTM
POWATICtd
25 PSF
40 PSF
60 P5F
125 PSF
125 PSF
100 PSF
80 MPH, EXPOSURE "B"
ZONE 3, R = 55
- A ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAM SHALL EE ACCO'I'LISED BY SAW CUTTING ULLEREVER POSSIBLE.
moot
Fa. EPOrr I ADwESIVE I1 EfEGFED Oti TIE DIRMINGS 5 L BE B HT +4Y -50 4D*ESIvE SYSTEMS AS t' AMFACTURED BY +411 IC. OR AN
APPROVED ACTS/WE TILT HAS 1C130 TEST DATA FOR TI,EiR SPECF3C PRODUCT AND A PLCATO& *!STALL N 5 ACOOFCA1NCE 11T4+ LCBG. STS
FOR SPECIFIC EPDXY 1.14156 NOTED 011-EMOSE ON TqE STRUCTURAL DRA INGS. +4OLE SAM 94.44.1. BE v8" LARGER TN4N BAR ROD OR BOLT 5 )TOTE: 'IC
t1E..Dri* IS TO TAg E F1.-ACE uTly124 OF .4ARDENED t OrY OR . EfivE.
C6_ CONCRETE vIASOtar &NT EE CO345TWCIE 7 CIF GRADE Nt TYPE , &N 5. corcoadava TO AVI C. LAC iii 4 R ta& &ND_ "'lORTTR 5r+AL.L
EE 'YG'E '5' PER TABLE 2 -A T1 •LEG. GROt, 541 CONWN" T jr REGUIRBeir 5 � ATTM A MINIP I COMFTESSNE STRSGTP4 CF 2,000 FS AT 28
• DES5QI, = 600 +P51_ p1i'1L4'` TESTING 6 REGURED N ACOOFGAICE ims MC SECTION 21053.
ALL r..E'r.4.5 CCNTA N'rs OR P BEDDED AND .5 .C. WOE s CGRDIT_
GENERAL STRUCTURAL NOTES
(The following apply unless shown otherwise on the plane)
BOX
11. FRAMING LUMBER SHALL BE KILN DRIED, AND GRADED AND MARKED IN COI'FO 1ANCE WITS WCCLB. STANDARD GRADING RULES FOR (LEST COAST LLMBER NO.
16, LATEST EDITION. FURNISW TO NE FOLLOWING MINIMUM STANDARDS, UNLESS OTHERWISE NOTED ON TIE PLANS.
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 I MISCELLANEOUS LIGHT FRAMING:
BOLTED FRAMING: STUDS, LEDGERS, AND PLATES
DOUG FIR •2
MINIMUI BASIC DESIGN STRESS, Flo = 900 PSI
DOUG FIR •I
MINIMUM BASIC DESIGN STRESS, Fb =1000 P5I
DOUG FIR • 2
MINIMUM BASIC DESIGN STRESS, Fb = 815 PSI
DOUG FIR •I
MINIMUM BASIC DESIGN STRESS, Fb : 1200 PSI
DOUG FiR STANDARD GRADE
MINIMUM BASIC DESIGN STRESS, Fb : 515 PSI
DOUG FIR n
MINI" I<JM BASIC DESIGN STRESS, Fb : 900 PSI
I8. PLYWOOD SHEATHING SMALL BE GRADE C D, EXTERIOR GLI.E OR STRUCTURAL II, EXTERIOR GLUE IN GONFORIANCE WIN UBC STANDARD 23 -2. SEE PLANS FOR
THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS.
19. ALL WOOD PLATES IN DIRECT CONTACT WIN CONCRETE OR MASONRY SHALL BE PRESSURE?TREATED WTH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS
OF ASPHALT - IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CCNICRETE OR MASONRY.
20. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "WRONG -TIE " BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO.0 -2003.
EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED TIEY NAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.
PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER COMECTORa SI4ALL BE INSTALLED IN ACCORDANCE WITH TIE MANUFACTURER'S
RECOMTENDATIONS. WERE CCONECTOR STRAPS CONNECT TWO MEMBERS, PLACE OBE -144LF OF THE NAILS OR BOLTS IN EACH MEMBER ALL BOLTS IN WOOD
MEMBERS SHALL CONFORM TO ASTM 1301. PROVIDE WASI ERS UNDER TIE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INLESS
NOTED OT ERUISE, ALL NAILS SHALL BE COi't1ON. ALL SNiM5 WALL BE SEASONED AND DRIED AND Ti$ SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL
JOISTS SHALL BE CONVECTED TO FLUSH BEAMS WITH V' SERIES JOIST (-(ANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "NU"
SERIES JOIST HANGERS. ALL TRIPLE -JOIST BEAMS 51-(ALL BE CONNECTED TO FLUSH BEAMS WIN "HU " SERIES JOIST HANGERS.
21. WOOD FRAMING NOTES -- THE FOLLOWING APPLY LNLESS OTHERWISE SHOUN4 ON THE PLANS:
A. ALL WOOD FRAMING DETAILS NOT 5140(1N OTHER VISE 514ALL BE CONSTRUCTED TO TIE MNII"UJM STANDARDS OF THE INFORM BUILDING CODE. MNIIMJM NAILING,
UNLESS OTIaERUISE NOTED, SHALL CONFORM TO TABLE 23-II-B-1 OF TIE W IFORa1 BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SMALL BE COI1OV.
COORDINATE THE SIZE MD LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARC(- IiTECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE WADS AND NUTS OF
ALL BOLTS AND LAG SCREWS BEARING ON WOOD.
B. FLOOR AND ROOF FRAMING* PROVIDE DOUBLE JOISTS ARCAND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING • 8' OL.
AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE NE 5I7E AND LOCATION OF ALL OPENINGS WiTN ARCHITECTURAL AND MECHANICAL. DRAWINGS.
TOENAIL JOISTS TO BEARING SUPPORTS UNTO TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS iN
ACCORDANCE WiTH NOTES ABOVE. NAiL ALL MULTI JOIST BEAMS TO GETTER WITH I6d • i2" OL. STAGGERED.
UNLESS OTHERWISE NOTED ON TIE PLANS, PLYWOOD ROOF AND FLOOR SIEATI -ING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED
WiTH led NAiLS • 4" O.C. TO FRAi"ED PANEL EDGES AND OVER SW WALLS AS SIIOUN ON PLANS AND • Q" OL_ AT FLOORS TO INTERMEDIATE SUPPORTS. ALL
FLOOR WEANING EDGES SHALL HAVE APPROVED TONGUE7AND GROOVE JOINTS AT UNBLOCKED EDGES OR SHALL BE SUPPORTED WITH SOLID BLOCKING,.
TOENAIL BLOC GIVG TO PLATE WIN 1bd • 12" OL. OR (3) 16d EACH END AT SUPPORTS UNLESS OTHERWISE NOTED.
AB
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ALTERNATE
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BOTTOM OF FOOTING
BOTTOM
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COMPLETE JOINT PENETRATION
CENTERLINE
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DETAIL
DOUG FIR
DIAGONAL
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EMBEDMENT
ENGINEER
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HOL?(3WN
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HEIGHT
IKSE D't''1ETER
S A L GROSS
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.ABBREVIATION S
J ST
Ld
LG
Ls
LSH
LSL
LVL
MATL
MAX
MB
MECH
MIN
MiSC.
MTL
NTS
OC
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OH
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LAMINATED VENEER LUMBER
MATERIAL
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MACHINE BOLT
MECHANICAL
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MISCELLANEOUS
METAL
NOT TO SCALE
DIAMETER
ON CENTER
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OPENING
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OVERSIZED ROUND HOLES
POST TENSIONED
PERIMETER
PERPENDICULAR
PLATE
PLYWOOD
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PRESSURE TREATED
REINFCRG'NG STEEL
REGiUIRE
SUP GRTIGAL
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SELECT STRUCTL RAC_
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THREADED
THROL G-I
TOP OF CONCRE
TOP CF FOOTING
TOP CF WALL
TYPICAL
UNLESS OTHERWISE NOTED
VER,CAL
V E 1 R `.'
WOOD
WELDED THREADED STUDS
WELDED WrRE I~'1ES0-0
cm OF ROO
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1. REPLACE ALL ELECTRICAL DEVICES, LOAD CENTERS, LJGHTING Fl XTURES, WIRING AND DEVICE BOXES
, M THIN EACH DWEWNG UNIT. REPLACE ALL BASEBOARD HEAT IN KIND WITH SOFTHEAT UNITS.
2. PROVIDE 120 VOLT POWER AT NEW SMOKE DETECTOR UNITS (FURNISHED BY OMMER).
3. UNIT ELECTRICAL LOADS DON NOT CHANCE UNDER THIS WORK
•
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FLUORESCENT FIXTURE, TYPE AS INDICATED ON PLAN, RECESSED
FLUORESCENT STRIP FIXTURE, DRAWN TO SCALE OR PER FIXTURE LEGEND
FIXTURE CEIUNG MOUNTED
FIXTURE WALL MOUNTED
FIXTURE TYPE - SEE FIXTURE SCHEDULE
SINGLE POLE SWITCH
3 WAY SWATCH
DUPLEX RECEPTACLE 120V
UGHTING SYMBOLS
POWER SYMBOLS
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GFl GROUND FAULT INTERRUPTER
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S SAFETY TYPE
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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
ri 3 11° 41.7 CRCUTIVG SYMBOLS
CONTROL CONNECTION, FOR INFORNAl10N ONLY
SIGNAL & COMMUNICATION SYMBOLS
p SMOKE DETECTOR
COMMUNICATION OUTLET
T.V. OUTLET
PUSHBUTTON FOR DOOR CHIME
DOOR CHIME
GROUND FAULT PROTECTION
CIRCUIT BREAKER
RISER SYMBOLS
ABBREVIATIONS
AC INDICATES ABOVE COUNTER MOUNTING J-BOX
ABOVE FM/SHED FLOOR
AMPERE
ALIDOCAN E CAGE
cI OJT BREAKER
O JT
DEDICATED
EXISTING
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JUNCTION BOX
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LIGHT FIXTURE SCHEDULE
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1. REPLACE ALL ELECTRICAL DEVICES, LOAD CENTERS, LJGHTING Fl XTURES, WIRING AND DEVICE BOXES
, M THIN EACH DWEWNG UNIT. REPLACE ALL BASEBOARD HEAT IN KIND WITH SOFTHEAT UNITS.
2. PROVIDE 120 VOLT POWER AT NEW SMOKE DETECTOR UNITS (FURNISHED BY OMMER).
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•
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EASING
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FIXTURE CEIUNG MOUNTED
FIXTURE WALL MOUNTED
FIXTURE TYPE - SEE FIXTURE SCHEDULE
SINGLE POLE SWITCH
3 WAY SWATCH
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UGHTING SYMBOLS
POWER SYMBOLS
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EQUIPMENT CONNECTION
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ri 3 11° 41.7 CRCUTIVG SYMBOLS
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ABBREVIATIONS
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AMPERE
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KING COUNTY HOUSIGN AUTHORITY
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Tonkin /Hoyne /Lokan
Architecture and Urban Design
204 First Avenue South, Seattle, Washington 98104
PHONE: (206) 624 7880 / FAX: (206) 622 1766
STOP & WASTE
VALVE
3/
SEE NOTE 1,
THIS SHEET
STOP & WASTE
VALVE
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SEE NOTE 1.
THIS SHEET
r�
1/2' UNDER
FLOOR •.
3/4 UNDER
FLOOR
i1
2 BEDROOM UNIT - BLDGS. A, C & F
NO SCALE NOTE: UNITS A, C A E SHOWN
UNITS B,D &FOPP.
4 BEDROOM UNIT - BLDG. E
1/2'
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ND SCALE MIL IS1SA *C51 11
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VALVE --r—
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THIS SHEET
1/2' UNDER
FLOOR
3 BEDROOM UNIT - BLDG. B
NO SCALE NOTE: UNITS A, B k D SHOWN
UNIT'S C &EOPP.
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4 4k
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3/4"
1
1/2"
3/4'
STOP & WASTE
VALVE
4 1 1 . S61, SEE NOTE 1,
THIS SHEET
1 /2' { 1
1 /2'
3/4' UNDER
FLOOR
GENERAL NOTES:
1. CONNECT NEW TO EXISTING WATER SERVICE. CONTRACTOR TO
VERIFY EXACT LOCATION.
2. STOP VALVES AT FIXTURES NOT SHOWN.
3. INSULATE HOT AND COLD WATERLINES.
5 BEDROOM UNIT - BLDG. D
ND SCALE Mar1E: WIT S SHOWN
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Systes. IN 10115
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3/4 UNDER
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NO SCALE NOTE: UNITS A, C A E SHOWN
UNITS B,D &FOPP.
4 BEDROOM UNIT - BLDG. E
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THIS SHEET
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3 BEDROOM UNIT - BLDG. B
NO SCALE NOTE: UNITS A, B k D SHOWN
UNIT'S C &EOPP.
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NO SCALE ME: WIT A MOM
UNIT Cam.
3/4'
3/4"
1
1/2"
3/4'
STOP & WASTE
VALVE
4 1 1 . S61, SEE NOTE 1,
THIS SHEET
1 /2' { 1
1 /2'
3/4' UNDER
FLOOR
GENERAL NOTES:
1. CONNECT NEW TO EXISTING WATER SERVICE. CONTRACTOR TO
VERIFY EXACT LOCATION.
2. STOP VALVES AT FIXTURES NOT SHOWN.
3. INSULATE HOT AND COLD WATERLINES.
5 BEDROOM UNIT - BLDG. D
ND SCALE Mar1E: WIT S SHOWN
I I
I I ,, 3/4'
4052 1E 911 ST.
Systes. IN 10115
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APPROX.
3 ' -0 '
4'-0"
EXISTING 4"
DOSING
WATER METER
S
LIGHT POLE
1/r = �•-�'
SOUTH 146TH STREET
PARTIAL PLOT PLAN
NO SCALE
PIPE SUPPORT
RPBP PIPING DETAIL
�o
18"
UNDER S.O. VALVES
LONG RADIU
9
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WATER METER
FIRE PLUG
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HOT BOX ENCLOSURE
RPBP
HOT BOX
117"X48'X4'
CONCRETE SLAB
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CONSTRUCTION NOTES
DESCRIPTION OF INE WORK
PICKERING COURT; REPLACE ALL PLUMBING FIXTURES WITH NEW AND INSTALL SEISMIC BRACING FOR EXISTING WATER HEATERS.
TIVERTON 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.
R191 S
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 FTTTTINGS, ASME B16.22 AND CAST - COPPER SOLDER JOINT PRESSURE
FIITZINGS, 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 131.20.1.
ABS PIPE: ASTM D 2661, MADE TO ASTM D 3311, SOCKET TYPE. DRAIN, WASTE AND VENT PIPE PATTERNS.
JOINLNG MATERIALS
COPPER PIPE: ASTIR B 32 SOLDER FILLER METAL, ALLOY Sn94, Sn95, E HA, OR HB.
NO -HUB PIPE ASTM C 564 NEOPRENE SEALING SLEEVE WITH TYPE 300 STAINLESS STEEL SHIELD AND CLAMP ASSEMBLY
ABS PIPE: MEK CLEANER AND DURAPLUS SOLVENT CEMENT.
INSULATION
BLACK POLYETHYLENE CLOSED CELL OR CLOSED CELL POLYOLFIN ELASTOMERIC PIPE INSULATION.
glIALECUOUBitigE
CONTRACTOR VERIFY ALL DIMENSIONS ON SITE.
PERFORM ALL WORK IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE, 2003 EDITION.
DO NOT ENCLOSE, INSULATE, COMER, OR PUT INTO OPERATION WATER DISTRIBUTION OR WASTE AND VENT PIPING SYSTEMS UNTIL THE
SYSTEMS HAVE BEEN INSPECTED AND APPROVED BY THE AUTHORITY HAVING JURISTICTION.
NOTIFY THE PLUMBING INSPECTOR AT LEAST 24 HOURS PRIOR TO THE TIME AN INSPECTION IS TO BE MADE.
ROUGHING IN INSPECTION: ARRANGE FOR INSPECTION OF PIPING SYSTEM BEFORE CONCEALED OR CLOSED IN AND PRIOR TO SETTING
FIXTURES.
CAP AND SUBJECT THE WATER SYSREMS TO A STATIC PRESSURE TEST OF 50 PSIG ABOVE THE OPERATING PRESSURE AND ALLOW TO
STAND FOR 4 HOURS. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYTEM OR PORTION THEREOF UNTIL SATIFACTORY
RESULTS ARE OBTAINED.
ROUGHING IN TEST OF DWV SYSTEM: TIGHTLY CLOSE ALL OPENINGS IN THE. FILL SYSTEM WITH WATER TO POINT OF OVERFLOWING.
ALLOW TO STAND 15 MINUTES AND INSPECT ALL JOINTS FOR LEAKS.
REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYTEM OR PORTION THEREOF UNTIL SATIFACTORY RESULTS ARE
OBTAINED.
FINAL PLUMBING TEST: AFTER PLUMING 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 MIR INTO THE SYSTEM TO A PRESSURE OF 1'
WATER COLUMN. USE A U TUBE INSERTED IN THE TRAP OF A WATER CLOSET TO MEASURE THIS PRESSURE. MR PRESSURE SHALL
REMAIN CONSTANT WITHOUT INTRODUCING ADDITIONAL MR FOR 4 HOURS.
REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYTEM OR PORTION THEREOF UNTIL SATIFACTORY RESULTS ARE
OBTAINED.
PREPARE REPORTS OF uts S AND CORRECTIVE ACTION.
RUN PIPES GENERALLY AS SHOWN AM PARALLEL TO THE BUILDING WALLS.
MAKE MEASUREMENTS AT SITE BEFORE CUTTING AM FABRICATVIG PIPING
CONFORM TO THE FOLLOWING TABLE FOR MAXI UM SPACING AND 'ANNUM ROD SIZES FOR HANGERS AND SUPPORTS:
PIPE MAIL. MAX. HOR IMO. VERT. NON ROD
SPACING SPACING
COPPER
NO -HUB
GALV.
ABS
5'
5'
7
4'
10'
10'
15'
4
ISOLATE ALL PIES FROM BUILDING STRUCTURE.
INSULATE HOT AND COLD MINER PIPES USING V' TFIOC ElASTOWDRIC INSULATION.
CLEAN AID D ISPFECT 1W POT5ABLE MITER SYSTEM PRIOR TO USE
FLUSH WITH CLEAN WATER UNTIL DIRTY WILIER DOES NOT APPEAR AT THE OUTLETS.
ORAN THE SYSTEM.
FILL THE SYSTEM WITH A TER /E I ORI E SOLUTION CONTAINW4G AT LEAST 50 PPII CHLORINE IMF ALLOW
ORMM THE SYSTEM_
FRI THESYSTE11. WITH A INGERAHLORVIE SOLUTION CONFAINING AT LEAST 200 PPM CHLORME MID ALLOW
FLUSH THE SYSTEM WITH CLEW POORE IIIR1ER UMIL MORK LEVEL IS EQUAL TO NE WATER SUPPLY
SMUT WATER SAMPLES IN STERILE BATTLES TO THE AUTHORITY HMMI
RE AT PROCEEDUIRES F BIOLOGICAIL EXAMMIA11001 SHOWS MSC( * t OF CONTAarvTut
•
3/8'
3/8'
3/8'
3/8'
TO SIAM FOR 24 HOURS.
TO SIAM FOR 3 HOURS.
MOM WE IL
•
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LAUND
W.C.
SINK
LAV
SHWR
TUB
PLUMBING SCHEDULE
NOTE: ITEMS IN THIS SCHEDUOLE ARE THE PREFERRED ITEMS. SIMILAR ITEMS BY OTHER
MANUFACTURERS MAY BE SUBSTITUTED WHEN APPROVED BY THE OWNER.
MSgIPTION
WASHING MACHINE SUPPLY & DRAIN: GUY GRAY MANUFACTURING CO., INC. MODEL
B150.
TOILET: KOHLER DEVONSHIRE TOILET MODEL K -3457 WITH K -4653 SEAT AND K -7637
ANGLE SUPPLY WITH STOP.
KITCHEN SINK: ELKAY MODEL STLR-- 3322 -R DOUBLE BOWL STAINLESS STEEL SINK WITH
LK- 35BASKET STRAINER AND DELTA 400WF FAUCET WITH SPRAY.
BATHROOM LAVATORY: CRANE 1 -319 WITH DELTA 520 WF MPU FAUCET.
SHOWER: JKOHLER SONATA SHOWER MODULE K -1599 WITH K -9132 SHOWER DRAIN,
K- 701214 SHOWER DOOR & DELTA DM3641 SHOWER VALVE.
BATH: KOHLER DYNAMETRICS BATH K -519 OR K -520 WITH K- 7160 -AF BATH DRAIN.
K -6881 DIVERTER SPOUT, K-704216 BATH DOOR AND DELTA DM3641 SHOWER VALVE.
RPBP REDUCED PRESSURE BACKFLOW PREVENTER: WATTS SERIES 909, 4" SIZE.
HOT BOX RPBP FREEZE PROTECTION: HOT BOX MODEL HB6E WITH 500W HEATER.
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Mechanical & Electrical
Engineering Services
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14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON
KING COUNTY HOUSING AUTHORITY
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Tonkin /Hoyne /Lokan
Architecture and Urban Design
204 First Avenue South, Seattle, Washington 98104
PHONE: (206) 624 7880 / FAX: (206) 622 1766