HomeMy WebLinkAboutPermit D03-274 - RIVERTON TERRACE APARTMENT - KING COUNTY HOUSING AUTHORITY BUILDING BK.C. HOUSING
AUTHORITY -BLDG B
14440 41ST AVENUE
SOUTH
D03 -274
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Parcel No.: 0040000205 Permit Number: D03-274 ,= z
Address: 14440 41 AV S TUKW Issue Date: 12/19/2003 w
Suite No: Permit Expires On: 06/16/2004 6 v
0
N O
Tenant: r
Name: RIVERTON TERRACE APARTMENTS N LL
Address: 14440 41 AV S, TUKWILA WA w 0
2
Owner:
Name: KING COUNTY HOUSING AUTHORITY Phone: t'-
Address: 15455 65TH AVE S, TUKWILA, WA = CI
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Contact Person: z H
Name: JOHN D'AGNONE Phone: 206 - 624 -7880 z O
Address: 204 FIRST AV S, SEATTLE WA L LLJ
Contractor: o N
Name: C E & C INC Phone: o !-
Address: 3221 CENTER ST, TACOMA WA w w
Contractor License No: CEC * * * *346L7 Expiration Date:09 /30/2004 i-- H
LL
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DESCRIPTION OF WORK: tij z
INTERIOR REMODEL INCLUDING NEW FINISHES, FIXTURES AND CABINETS. PLUS ASSOCIATED HAZ -MAT, PLUMBING U
AND ELECTRICAL UPGRADES. NEW ENTRY DOOR AND WINDOW REPLACEMENTS. PRUDENT OWNER STRUCTURAL UPGRADES P I
0 H
WHERE FEASIBLE. PROJECT ON WATER DISTRICT #125 WATER SYSTEM. PUBLIC WORKS ACTIVITY INCLUDES z
INSTALLATION OF RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY ON DOMESTIC WATER SERVICE.
Value of Construction: $ $50,000.00 Fees Collected: $2,166.69
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
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:
Sanitary Side Sewer: N
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N Profit: N Non - Profit: N
doc: Devperm
Public Works Activities:
City of Tukwila
DEVELOPMENT PERMIT
D03 -274
Department of Community Development 1 6300 Southcenter BL, Suite 100 I Tukwila, WA 98188 I (206) 431 -3670
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 -274
Public: N
Printed: 12 -19 -2003
Signature:
doc: Devperm
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Permit Center Authorized Signature:
D03 -274
Date: /•?
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.
1'
Date: / r (SEC a3
Print Name: o D ‘ I 1 -2—
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is
suspended or abandoned for a period of 180 days from the last inspection.
Printed: 12 -19 -2003
doc: Conditions
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 -274
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.
003 -274
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.
32: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * **
doc: Conditions
D03 -274
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Printed: 12 -19 -2003
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
33: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least
24 hours in advance.
34: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation
off -site or into existing drainage facilities.
I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws
regulating construction or the performance of work.
Signature: y Date: / ( TEL G
Print Name: cf � h r5�
doc: Conditions
D03 -274
Printed: 12 -19 -2003
Site Address:
Mailing Address:
E -Mail Address:
Contact Person:
E -Mail Address:
Contact Person:
E -Mail Address:
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
144 4.
Applications and plans must be complete in order to be accepted for plan review. GU 40C0/ 97 e-
Applications will not be accepted through the mail or by fax. 00 O� t
* *Please Print ** OU�fU0U O/�-/ �
rG VO --r 20
King Co Assessor's Tax No.:
- 41 s� /� v �. s "j„t� -+-.! t �-�� SniEe Number: 1'7
Tenant Name: J�, , ,,� c _ i !�, �, �, f , s , h c ., �,. to t t- ` ., Mew Tenant: .... Yes G- No
Property Owners Name: , • X � . i 4 , 1 '', ' "t ti AN. J r ► _o' - ' T r
Name: ,\ o \n H b`, U nl o t.l 14; � (�, �i ( r1-0 y ►.I r L La Day Telephone: ( 4 - 9, g, c7
Mailing Address: 0. 04 f t i - y A../1.• 4
oln n 17 (7a -141 c n \AA
GENERAL CONTRACTOR : INFORMATION
Company Name:
Mailing Address:
city
Day Telephone:
Fax Number:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
ARCHITECT OF RECORD: = AI! plans must be wet stamped by Airchitect of.Record;
Company Name: _,A i ce. , , / Arry v s 11,- I ) - p3
Mailing Address: . (7 4 f t r2-6-c ,b ►= 4
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City
=ENGINEER OF, RECORD - All plans must be;wet stamped by Engineer of Record,
Vpplications\permit application (3 -2003)
3/2003
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Page I
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State Zip
Fax Number: ( 0 -1 (, (,
State
city TT T ' State Zip
Day Telephone: ( 'Zvi,. ) (,7 1. 4 •- 7 Q.) P1 v
Fax Number: (z c r.,) to 12- - ►'? [,
State
Zip
Zip
City
Day Telephone:
Fax Number:
BUILDING: PERMIT; I pwoiwAiT'I
. �•' � ."` " �'. -. .. _J,ri `j ` s
'applicationepermit application (3-2003)
3/2003
Page 2
Valuation of Project (contractor's bid price): $ 5 Ota e
Scope of Work (please provide detailed information): 1 +,1 T a— 0 it-
Existing Building Valuation: $ (,' 00 0 c7
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Will there be new rack storage? E] ..Yes [ -'No If "yes ", see Handout No. for requirements.
Provide MI Building Areas in Square Footage Below .
Floors thru
Basement
::Accessory Structure*
Attached Garage
Detached Garage:
Attached Carport
Detached' Carport
Covered Deck -' .
Uncovered Deck
OtI0
00 0
. 000
COO
Addition to
Existing
Structure
0
Type of
Construction
per 'IBC
■/-
Type of
Occupancy per
UBC .;
PLANNING DIVISION:
Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? 0 ....Yes ..No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑..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.
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Scope of Work (please provide detailed information):
Water District
...Tukwila ❑... Water District #I25
0 ...Water Availability Provided
Sewer District
0 ...Tukwila ❑ ... ValVue ❑ .. Renton 0 ...Seattle
❑...Sewer Use Certificate 0... Sewer Availability Provided 0 .. Approved Septic Plans Provided
0 ...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):
0 ...Civil Plans (Maximum Paper Size — 22" x 34 ")
❑ ...Technical Information Report (Storm Drainage)
❑ ...Bond 0 .. Insurance ❑ .. Easement(s)
Proposed Activities (mark boxes that apply):
❑ ...Right -of -way Use - Nonprofit for less than 72 hours
0 ...Right -of -way Use - No Disturbance
0 ...Construction /Excavation/Fill - Right -of -way
Non Right -of -way
0 ... Total Cut
❑ ...Total Fill
❑...Sanitary Side Sewer
❑...Cap or Remove Utilities
0 ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ ...Pemtanent Water Meter Size...
0 ...Temporary Water Meter Size..
0 ... Water Only Meter Size
❑ ...Sewer Main Extension Public
0 ... Water Main Extension Public
.applications1permit application.(3-2001)
312003
Call before you Dig: 1- 800 - 424 -5555
Please refer. to. Public Works Bulletin #1 for fees and estimate sheet
cubic yards
cubic yards
„
„
„
[� .. Abandon Septic Tank
0 .. Curb Cut
❑ .. Pavement Cut
0 .. Looped Fire Line
„
WO#
WO#
WO#
Private
Private
• :yilMtriq, ✓. brief
❑ .. Highline
0 .. Geotechnical Report ❑...Traffic Impact Analysis
❑ .. Maintenance Agreement(s) ❑...Hold Harmless
0 .. Right -of -way Use - Profit for less than 72 hours
❑ .. Right -of -way Use — Potential Disturbance
0 .. Work in Flood Zone
0 .. Storm Drainage
FINANCE INFORMATION
Fire Line Size at Property Line
0 ...Water ❑ ...Sewer
Monthly Service Billing to:
Name:
Mailing Address:
Water Meter Refund/Billing:
Name:_
Mailing Address:
Number of Public Fire Hydrant(s)
0 ...Sewage Treatment
Day Telephone:
City
State
Zip
Day Telephone:
City
State
Zip
Page 3
0 ...Deduct Water Meter Size "
❑ ...Renton
0 .. Grease Interceptor
0 .. Channelization
0 .. Trench Excavation
0 .. Utility Undergrounding
Unit Type: '
Qty .
Unit Type :.
Qty
Unit Type:
Qty
Boiler /Compressor:
Qty
Furnace <100K BTU
Air Handling Unit
>= 10,000 CFM
Other Mechanical
Equipment
0 -3 HP /100,000 BTU
Furnace >100K BTU
Evaporator Cooler
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan
15 -30 HP /1,000,000 BTU
Suspended/Wall/Floor
Mounted Heater
Ventilation System
30 -50 HP /1,750,000 BTU
Appliance Vent
Hood
50+ HP /1,750,000 BTU
Heat/Refrig/Cooling
System
Incinerator - Domestic
Air Handling Unit
<= 10,000 CFM
Incinerator — Comm/Ind
"MECHANICAL PERNIITINFOk..AATI
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MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address:
Signature:
Print Name:
Date Application Accepted:
\applications■permit application (3 -2003)
3n003
Page 4
6=43f- 3670.
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Use: Residential: New ....0 Replacement ....0
Commercial: New ....0 Replacement ....0
Fuel Type: Electric [J Gas ....0 Other:
Indicate type of mechanical work being installed and the quantity below:
:=PERMIT APPLICATION NOTES Applicable;to all permits in this application : .
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as
defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
k \ + ygr to I 40ykir
Mailing Address: 2.04 F ' t t L s T Ave . S
Date Application Expires:
6 A /_e
Cit
Day Telephone:
Date:
(70r,) Co z4 - 7tSnv
4,1A 96(
State Zip
itials:
O , #'"h'' ,P4As";;'s'
Payee: KING COUNTY HOUSING AUTHORITY
ACCOUNT ITEM LIST:
Description
doc: Receipt
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
BUILDING - RES
PW BASE APPLICATION FEE
PW PERMIT /INSPECTION FEE
PW PLAN REVIEW
STATE BUILDING SURCHARGE
000/322.100
000/322.100
000/342.400
000/345.830
000/386.904
RECEIPT
Parcel No.: 0040000205 Permit Number: D03 -274
Address: 14440 41 AV S TUKW Status: APPROVED
Suite No: Applied Date: 09/04/2003
Applicant: RIVERTON TERRACE APARTMENTS Issue Date:
Receipt No.: R03 -01513 Payment Amount: 1,748.25
Initials: SKS Payment Date: 12/19/2003 09:29 AM
User ID: 1165 Balance: $0.00
TRANSACTION LIST:
Type Method Description Amount
Payment Check 155693 1,748.25
Account Code Current Pmts
643.75
250.00
425.00
425.00
4.50
Total: 1,748.25
571 .12/19 9716 TOTAL. 4096.50
Printed: 12 -19 -2003
Copy Reprinted on 09 -04 -2003 at 15:56:01
RECEIPT NUMBER: R03 -01085
SET ID: S000000085
TRANSACTION DATE: 09/04/2003
SET TRANSACTIONS:
Set Member Amount
D03 -273
D03 -274
D03 -275
D03 -276
D03 -277
D03 -278
TOTAL:
463.94
418.44
463.94
287.14
352.79
463.94
2,450.19
TRANSACTION LIST:
Type Method Description
SET RECEIPT
09/04/2003
SET NAME: Temporary Set
TOTAL PAYMENT: 2,450.19
TOTAL PAID FROM TRUST: . 00
TOTAL PAID FROM CURRENCY: 2,450.19
Payment Check 20370 2,450.19
TOTAL: 2,450.19
ACCOUNT ITEM LIST:
Description Account Code
PLAN CHECK - RES
000/345.830 2,450.19
TOTAL: 2,450.19
PAYEE: TONKIN/HOYNE/ LOKAN ARCHITECTURE
RECEIPT ISSUED BY: ADMIN INITIALS: BLH
ENTERED DATE: 09/04/2003 TIME: 01:10 PM
Amount
Current Pmts
263 09 /05 Ta6 TOTAL 4!30. i9
«:: iti.:.. ._.
ww .ra.a:7.:.,
COMMENTS:
Type of Ins
U1AiA
100 ay, to 2
Ad es .
Date Call d.
/0/
c? 40)2_
pe 'al Ins ru
Date Wanted.
nv_____, -T‘,„,,,,
Re ueste
Requester
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Type of Ins
ction:
` 2
Ad es .
Date Call d.
/0/
c? 40)2_
pe 'al Ins ru
Date Wanted.
J /.
a .m
/ 24i ( m.
Re ueste
Requester
8).(-)- co U/S
INSPECTION RECORD
Retain a copy with permit
INSPECTI 1 N NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
,
(206)431 -3670
Approved per applicable codes.
Corrections required prior to approval.
Inspecto ) f)
Date: n
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
P e tv {
� /(a
Type of Insp�c_ti
A dre s•
S /+ _,,J.
Date Called: 4111 IP)04.>
0I
S ecia Instructions.
p
Date Wanted.
f -7(o c(
Requester:
P P 55) VD - col ! S
Ib
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206)431 -3670
El Approved per applicable codes.
E)
orrections required prior to approval.
COMMENTS:
Gl Ir�-4 tt n t7
1 1
O \L 4-0 oc <<i
\I
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Inspector`' \251c1 en 4
A
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:
P 'e
( veit-f-no - F.&‘44(?
Type of Inspection:
dd s; 1 " 1 ( 40-S,
1 f 1 1 �
Date Called:
, � ,
I �� ( '1
Special n S t ructions:
Date Wanted
f �� �
k
Requester:
h
to A 1'
Phone No:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
pproved per applicable codes.
(20.)431 -3670
EJ Corrections required prior to approval.
COMMENTS:
LJtn��C� (0(4 c,vi tP3
. A -f) nc(
Inspecto
�l 4/vintiArs-
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:
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Address:
i'' q yo L (/ A iaj S
'Special
Date Called:
oqh 516q
Instructions:
Date Wanted:
o /)y
("
Requester:
. r<.if‘
Phone No
a E'a o- 6 / /.
INSPECTION RECORD -
Retain a copy with permit
INSPECTION PIO.
CITY OF TUKWILA BUILDING DIVISION
3- mac/
PERMIT NO.
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. ID Corrections required prior to approval.
Inspector:
�U
Date:
i ' j
q-. /�7 /Or
$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:
c71 51) c(,,,,( ,„),
LAW
Projec
Type of Inspf tiion: ,
Address:
9 HO
1 -1
1 A _S
Date Called:
H - 30 - o i-
Special Instructions:
Date Wanted:
a.m
Requester:
(, r n)�
Phone No:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERM
(206 433670
A pproved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector:
Date: 30 (L J
Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Project —7-)
4- lVei
v.
�-evra
Type of Inspection: ,
:€ F'OnY .1,"SUl 4 I GYn
Address:
14` -A.M0
1 1 \
4t) 5
Date Called:
B- 3o ^o)- -i
Sp c Instructions:
Date Wanted:
a.m.
p.m.
Requester:
Phone No:
i3
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
X6 3 - .
PER/ • . /
(20.)43
-3670
E — Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector: l"
1) A-
Date:
8� —6M
Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Pr ect:
CI N VeAiOn TatACk
Type of Inspec ion: ,
i
dress: ii.. 4.1) r � ,
Cate Called: ‘3 ir /
Irfst?tictions:
Date Wanted: /
+t
a in.
Requester'
Ph eNo
3 V - (1 Ltl5
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PER
(206)431 -3670
U Corrections required prior to approval.
COMMENTS:
A 3 ' , ► - k 111A �
S
Ye) \1 (,
cI
Inspector:
Date: U_oil
$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:
Prs'ect:
r 4 . r1I I . 4t '
Type of I spection:
r FA `' ` 1VAIN:
_.
A dress:
Date Called:
Q
S ecia In tructions:
Date Wanted:
(3)
p.m.
Requester:
j
Ph ( s
,x29 ......u? if / 6
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVI
6300 Southcenter Blvd., #100, Tukwila, WA 98188
N Approved per applicable codes.
INSPECTION RECORD
Retain a copy with perm
PERMIT NO.
p VV ACv
(206)431-3670
Ei Corrections required prior to approval.
\)1 V"'
CA o)-4
Inspector:
Date: r .2)0- OL\
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:
P oject;
( V liaZt40 CP
Type of Inspection:
1 /1#1 ' A Defi,Salnij
11 Address: A 40,C
Called:
i .. .. ?...7
p i,
p.m.
Speia Instructions:
' Date
6 ate Wanted:
L
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Requester: ( f
P n C�o''��4l;
61
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
QD3'7Lf
(206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Li 1� A; r r;� le,A
i
Inspector:
Date: Q
' L)
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Se
COMMENTS:
Type of Insp ection:
w WI p - n,
Date Called:
F�
Ad
f i.2.e.w -c4 Gasp v
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Phone No:
Z5 R38 q
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Mc;: , �
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Type of Insp ection:
w WI p - n,
Date Called:
F�
Ad
1
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Special Instructions:
Date Wanted:
1 '
a.m.
p.m.
R equester
^- � /@uAkL.
ti ∎
Phone No:
Z5 R38 q
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
El Approved per applicable codes.
El Corrections required prior to approval.
Inspector:
Date:
- 3/ . 2-3bv
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Pr ect:
r4 t C/t 1V 1/I 1 _/ " `mot cR
Type of (nsypection: f
I/ 1 i i/o bx/z
Address :
Date Called
oq
Specia Instructions:
Date Wanted
435 i
a.m.
Requester:
P r Icij %
C' _' (.Q L i 15
R
M Approved per applicable codes.
INSPEC TION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
'Corrections required prior to approval.
COMMENTS:
«hi It aV\CJ (O
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:
Z
W
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J o
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W=
W
2
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Type of Insp
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She "t _
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Phone No:
Projeet `
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Type of Insp
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c GL
Address: L
Date Called.
Special Instructions:
Date Wanted:
_� y' ., Oil
Ca.m.
Imo•
Requester:
`
Phone No:
8
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. El Corrections required prior to approval.
Inspecto�- 1�C
INSPECTION RECORD
Retain a copy with permit
Date:
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
•.M
P ec`:
(i 0 Tex-ace
Type of Ins ection:
ej.fj i 0 4
Address.
I Lititi L-
I I 40
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Date Calle 1:
Date Wanted:
/ tom!
Special ns r t ns:
Requester:
!!
,u)-6-
DneSNA YD- (0 (- LS
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. ❑ Corrections required prior to approval.
OMMENTS:
Inspecto
Date: 9
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Pr ct: l
( V ?lA
� ` ��
�CJ�tt�tC�
Type of Ins e tionr
IN / /,7 t
Ad ess: ( `)
Date Called: 94ra
Spec I Ihstructions:
Date Wanted: '
a .
Requester
aJ
Ph� �. /0 ylLff s.,....--
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.
PE' ' IT
2•6) ' 1 -3670
El 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:
P e�ct:
,..
1 "e,(AaCt
Type of Inspect'on: ,
A d e �!:
(......
�}�
l
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ate Called:
�6
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Special coons.
Date Wanted:
a.m.
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Requester
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Phone � ,\
%�t) -'17Lt 6
s - INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206)431 -3670
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
Inspector C- D ra
Date: -01-4
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Project.:
1Q, a a
Type-of Inspection
D c/c. -4' Gth G yi 11,
Ad r ss: i u i.s.
Datd Called:
'
Special Ig u dons:
Date Wanted:
a.m.
Requester: `r
Ph De N4t
20 _ l (...u
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
X Approved per applicable codes.
•
(206)431 -3670
Corrections required prior to approval.
COMMENTS:
\oo 14- <>
"off '• - : S r)-\ .p-k-
C C . ) vv ?f-e4
Inspector: ` 9 vsei)A,.„ 0 4.
Date:
"' ��U 1 "4
0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
COMMENTS:
�Jv I
I) crie /Ilil o'
),)
i
- 1 -h.S10 t 1
P �p 4 '� 1 I a i01 '� 5 4S
Speci nstructions:
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2)
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Ad ress:
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Da t Cal ea:
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Speci nstructions:
Date Wanted: I
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Requester:
P 6 d 4 %dO
--
U2tf /S
INSPECTION NO.
El Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PER 0,
(206)431 -3670
IA Corrections required prior to approval.
Inspector.
Date: 9 1.7_00
$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:
{ + Wpt L) AA -4it'a 'r't 4 I(
\ h
'' rN
1 ),./ Ck w C' c\ 9 .
Da C alle
Special Instructions:
1
Date Wante, i
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Type of- Inspection:
Ad re
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Special Instructions:
Date Wante, i
C a.m
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Requester: t
�
P1n No:
4 1 : Vi `" Le W-!
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT A O
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes.
Corrections required prior to approval.
Inspecto
Date: B _ n _ 0 Z
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:
10
COMMENTS:
Type of Inspection:
P1(Ledk riCTI Ai.
,
Address* "
L/ 4'Ifc) I / 1 s r' - S.
Date Called:
'Ip /01
S eaal Instructions:
II . (,� L4'41
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tudilit-1-1.-
Date Wanted: i
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Type of Inspection:
P1(Ledk riCTI Ai.
,
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L/ 4'Ifc) I / 1 s r' - S.
Date Called:
'Ip /01
S eaal Instructions:
II . (,� L4'41
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Date Wanted: i
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115 -,11.1 t,L "wL4
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Phone No
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INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes.
11 Corrections required prior to approval.
Inspector:
Date:
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
r , .
Projea,
iN\ \.Irst
Type of Inspect:
Address:
‘ LA 1 '1 0
L k k AJ
Date Called:
Special Instructions:
Date Wanted:
a.m.
P.m.
Requester:
Phone No:
'7 "'":T' 7 "'-r . '''r"'r . " . 'r:'7: - ' r-7T "" t ''''':''7'''..r." 7 '..''-:''' - '."'T::' , t'!'.'7" . '"'Ir'':'.''''''' ,.. 7''rl':'''' I ' T, ''.':''."'x -,-,-7----:--,-,- : --7-Y,-,------ n -- T .- . ,. , - : -,--^..-, ; •-- . ,---r-r^----.-^------■---• ' ,-:-•,- F L-•-
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. .
INSPECTION RECORD
Retain a copy with permit `V
PERMIT N
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)43 3670
INSPECTION NO.
Approved per applicable codes.
El Corrections required prior to approval.
COMMENTS:
Date: 1_ (
A L
El $47.00 REINSPECTION FEE REQUI J D. 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:
CITY OF TUKWILA
Permit Center
6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188
Telephone: (206) 431 -3670
MECHANICAL PERMIT APPLICATION NO.:
21r Heating System Installed, (check system type below):
1. Er Electric Resistance
2. ❑ Electric (forced air)
3. ❑ Other Fuels (gas, heat pump)
BUILDING PERMIT APPLICATION NO.: 170--
FILE COPY
rem
House Square Footage (heated space):
X 20 BTU /h
1,,
Maximum BTU of H
i
I. WASHINGTON STATE ENERGY CODE HEATING DESIGN METHOD (select A, B or C below):
A. ❑ System Analysis — W.S.E.C. Chapter 4 (submit documentation)
B. ❑ Component Performance Approach — W.S.E.C. Chapter 5 (submit documentation) CITY OF T{ A
C. ❑ Prescriptive Option — W.S.E.C. Chapter 6 (for prescriptive, complete the following calcu'I O
SEP 1 1 2003
CITY
RECEIVED
SEP 4 2003
PERMIT CFNTEf
II. WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (select A or B below):
A. ❑ Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation).
B. Prescriptive Ventilation Options - W.S.V.1.A.Q. Section 303 (select one of the following):
1. ElVentilation 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).
Effective: 7/1/02
1. House Square Footage:
2. House Number of Bedrooms:
3. Required Outdoor Air Table 3 -2: Minimum - cfm
Maximum - cfm
oe L ::;Ix.�: �7'. F7:�%rT• = 9+�::.`.'..-.:. . 4;L..r>a4sa
• Nvn.4a+.r•.
Floor
Area, ft2
Bedrooms
Minimum Flex
Diameter
2 or less
3
4
5
6
7
8
50
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
<500
50
75
65
98
80
120
95
143
110
165
125
188
140
210
: - 0'11000: ,
55
;.83
70 '
105.
85
.128,
.100.
- .150115
:173:
.130
195.
145
218
1001-1500
60
90
75
113
90
135
105
158
120
180
135
203
150
225
. 1501
65
' 98
. 80—
::120
95
-143
'110.
165:
.125
188
140
210
155
233
2001-2500
70
105
85
128
100
150
115
173
130
195
145
218
160
240
:'2501-3000.
75 .
113
' 90.:
135
105 ,
".158 '.
'1'20
.180'
135
203
150
'. 225
'165:
:248:
3001-3500
80
120
95
143
110
165
125
188
140
210
155
233
170
255
..3501-4000
. 85 :
'128
:100.
150 •
115
173'.130.
195
145
1218
1.60.
'240
175 :
261::
4001-5000
95
143
110
165
125
188
140
210
155
233
170
255
185
278
'. 5001=6000
105
'158'
. 120',
:180
135
203
'150
225'
165
. 248-
180
270
195.
293'.
6001-7000
115
173
130
195
145
218
160
240
175
263
190
285
205
308
°:'7001.:8000' .
.125
188'
'. 140 ''
' 210 .
155
' '233
170'
:'255..
185-
278
, 2001
.300
215
;123
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 2
. 330
235'
- .351.
Effes 7/1/02
• o' ',off f
TABLE 3-2
VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS
Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM)
*For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per
bedroom. The maximum CFM is equal to 1.5 times the minimum.
1. For each additional elbow subtract 10 feet from length.
2. Flex ducts of this diameter are not permitted with fans of this size.
TABLE 3-3
PRESCRIPTIVE EXHAUST DUCT SIZING
Fan Tested CFM
0 0.25" W.G.
Minimum Flex
Diameter
Maximum Length
Feet
Minimum Smooth
Diameter
Maximum Length
Feet
Maximum
Elbows'
50
4 inch
25
4 inch
70
3
..
, . ' SO:"
:
, " : .5 inch • '
'
, "90 .° .
' ' .:, '5 inch • -.
.':( 100 ..:' ' •
,)...!
50
6 inch
No Limit
6 inch
No Limit
3
=,.. • i
; ...; '4'.ineh =
:.NA-...... ;
; ,
...,- . 4.inCh- ,
. ' i,'... 20 • , :;.
: ..,,
80
5 inch
15
5 inch
100
3
•
- .: 80
.`
` := 6,inch .",
'
.';'
90
:, ''',6 inch. ..- :
.. .' No Limit':' . '
• = .
. 3 . '
100
5 inch
NA
5 inch
50
3
•
- 100 '
'
: — 6 inCh .
'
' . ;
' ' 45'• '
•
••- ' 6 inch : ' ,
, .. ; Limit ''. -::
'
3 ' .
125
6 inch
15
6 inch
No Limit
3
125= '
= ''
inch ..: .
:
,‘ , ...
70 ' ..
'.
', :. ,; , 7irich
....:...` NeS`.LlriiiC.:"....',..,... .:..,. -
,\;:,3'.::'
Effes 7/1/02
• o' ',off f
TABLE 3-2
VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS
Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM)
*For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per
bedroom. The maximum CFM is equal to 1.5 times the minimum.
1. For each additional elbow subtract 10 feet from length.
2. Flex ducts of this diameter are not permitted with fans of this size.
TABLE 3-3
PRESCRIPTIVE EXHAUST DUCT SIZING
MICRO COM
SYSTEMS LTD.
ATTENTION
The next image may be a duplicate of the previous image.
Please disregard previous image.
Please disregard previous 2 images.
Please disregard previous 3 images.
Other:
Floor
Area, ft2
Bedrooms
Maximum Length
Feet
2 or less
3
4
5
6
7
8
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
Min
Max
<500
50
75
65
98
80
120
95
143
110
165
125
188
140
210
"''`501= 1000: ;:,
. 55
" 83 : ".
70` >'
: 105'.
:.85
:':128:
100
150.
1:15
173
130
195
145
218
1001 -1500
60
90
75
113
90
135
105
158
120
180
135
203
150
225
, `-1501 =2000.
. .. 65 “
.
'80 ;
':120
95:
=1
'110 `
I. 1 65:
-:.125
188
• 140.
210:
155
233
2001 -2500
70
105
85
128
100
150
115
173
130
195
145
218
160
240
: ;'2501 = 3000 :
75 :`
. 1.13
'..90:;
135
105 `
':158:
:120 `
180`”
'135
". 203"
150
': 225 •
165,
:248:
3001 -3500
80
120
95
143
110
165
125
188
140
210
155
233
170
255
1
. 85 =
:128
100;" ".
:150'
:115.
173
130.'195'
. 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'`:
". '.
:140 ''
':210
155
" :233':
170 :..:255.:
`.185 ":
' 278
..200.
300
215
323
135
203
150
225
165
248
180
270
195
293
210
315
225
338
x;9000 '," ";
, '.145 '
r.218'
160"
:240''
.`.175 °.
263
_ 190
, 285
'
308
220::. 330
235'"
353
Fan Tested CFM
0.25" W.G.
Minimum Flex
Diameter
Maximum Length
Feet
Minimum Smooth
Diameter
Maximum Length
Feet
Maximum
Elbows'
50
4 inch
25
4 inch
70
3
5.inch .
:.:
;.; .90 "
'5 inch
'.
`100
3
50
6 inch
No Limit
6 inch
No Limit
3
;r
.' :;:;80..
.
= -r 4.inch
'
. NA;
.... . 4'inch
20..
3
80
5 inch
15
5 inch
100
3
.
, r 80:
6 :inch
..
90'
.. ',6 inch
. No Limit .
3
100
5 inch
NA
5 inch
50
3
1 00
1 ,
6'inch
•
. '`.45 :'
.6 inch" .
.No Limit ~ .
. 3
125
6 inch
15
6 inch
No Limit
3
!;,;`'.:125
7 inch ....
. ,
70 `
7 inch ;s_ ...
'
..: No' Limit : ''.`....
„Effective: 7/1/02
TABLE 3 -2
VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS
Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM)
*For residences that exceed 8 bedrooms, increase the minimum requirement listed fo 8 bedrooms by an additional 15 CFM per
bedroom. The maximum CFM is equal to 1.5 times the minimum.
1. For each additional elbow subtract 10 feet from length.
2. Flex ducts of this diameter are not permitted with fans of this size.
TABLE 3 -3
PRESCRIPTIVE EXHAUST DUCT SIZING
Z
~ W
ce 00
W • I
� W
W
�
= • d
F_ 11.1
Z =
I— 0
W ui
:p
U
O —
O H
W W
I 0 r-
u. O
Z
W
• =
0
Z
RIVERTON TERRACE
TOILET EXHAUST FANS
August 4, 2004
John D'agnone
204 First Avenue South
Seattle, WA 98104
RE: Permit Application No. D03 -274
14440 41st Avenue South
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila
Building Division. Per the International Building Code, International Residential Code and /or the International
Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by
limitation and become null and void if the building or work authorized by such permit is not commenced within
180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit
or last inspection; or if the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a one -time
extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons
why circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection or request and receive an extension prior to September 30,
2004, your permit will become null and void and any further work on the project will require a new permit and
associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Stefania Spencer
Permit Technician
Xc: Permit File No. D03 -274
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
Steven M. Mullet, Mayor
July 15, 2004
Mr. Barry Hoyne
Tonkin/Hoyne /Lokan
204 First Avenue South
Seattle, WA 98104
RE: Request for Extension — Permit Nos. D03 -274, D03 -275 and D03 -276
Riverton Terrace Apartments —14440 41'` Avenue South
Dear Mr. Hoyne:
This letter is in response to your written request for an extension to Permit Nos. D03 -274, D03 -275 and
D03 -276. Based on the information received, the City of Tukwila Building Division will be extending
your permit to September 30, 2004.
Please be advised that this will be the only extension granted for this project and no further notice will
be given prior to the expiration date. A new permit and associated fees will be required after the
above -noted expiration date.
If you should have any questions, please contact our office at (206) 431 -3670.
Robert Benedicto
Building Official
/sks
File: Permit No. D03 -274
Permit No. D03 -275
Permit No. D03 -276
City of Tukwila
Department of Community Development Steve Lancaster, Director
Steven M. Mullet, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
4,1:1cu1.0..»are:•o .eu uiu, •
z
w
re 6
00
ND
w=
w
2
J
u- ?
co
= w
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• w
U
O N
O I—
LU
u. 0 .
.. z
w
U -
H
O 1-
z
Tonkin / Hoyne / Lokan
ARCHITECTURE & URBAN DESIGN Page 1 of 1
July 12, 2004
Mr. Bob Benedicto, Building Official
Building Division, City of Tukwila
6300 Southcenter Boulevard
Tukwila, WA 98188 -2544
Re: Request for Extension of Building Permits for Riverton Terrace
Permit Nos. D03 -274; D03 -275; D03 -276
Dear Mr. Bob Benedicto,
I would like to request an extension for the aforementioned permit numbers (and the associated mechanical and
plumbing permits, if necessary) at Riverton Terrace.
Thirty King County Housing Authority residential units are currently being renovated at Riverton Terrace, located
at 14440 41 Ave S., Tukwila, Washington. The permits for all 6 buildings were issued on December 19, 2003 and
due to scheduling and contracting issues the work did not commence until January 26, 2004. The residential units
were all occupied at the time the permits were issued. Due to scheduling and re- housing the current residents, the
contractors only received access to one building at a time. Therefore a number of building permits have expired on
June 16, 2004.
The project schedule extends until the month of September and we would like to get an extension for the
aforementioned permit numbers until the end of the month of September.
Thank you very much for your help and time on this matter.
ek- p
.mac ; o4
Sincerely,
Barry Woyne
Architect
FA3KCIIAl2004 construction \Building Depts.- Agencies 7- I2.04.doc
204 FIRST AVENUE SOUTH SEATTLE, WASHINGTON 98104 (206) 624 -7880 Fax 622 -1766
TI
August 20, 2004
Cert No. 0402 -25
CASCADE TESTING LABORATORY, INC.
TESTING & INSPECTION
12919 N.E. 126TH PLACE
KIRKLAND, WASHINGTON 96034
City of Tukwila Building Department
6300 Southcenter Boulevard, Suite 100
Tukwila, Washington 98188
Attention: Dave Larson
Reference: Riverton Terrace Housing Project
14440 41st Avenue S
Permit Building B, D03 -274
Dear Mr. Larson:
This is to advise you that special inspections are completed for the above referenced project.
Special inspections were performed for the following activities.
Building B
1. Epoxy anchor bolts into foundation
All work as inspected and reported conformed to Tukwila Building and Land Development approved
plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions
from the Engineer of Record.
Respectfully,
CASCADE TESTING LABORATORY, INC.
Michele J. Guerrini
Vice President
KIRKLAND: (425) 623 -9800 SEATTLE: (206) 525 -6700
FAX: (425) 823 -2203 EVERETT: (425) 259-0617
�a-
RECEIVED
AUG 2 3 2004'
COMMUNITY
DEVELOPMENT
June 17, 2004
John D'Agnone
204 First Avenue South
Seattle, WA 98104
City of Tukwila
Department of Community Development Steve Lancaster, Director
RE: Permit Application No. D03 -274
14440 41st Avenue South
Dear Permit Holder:
Steven M. Mullet, Mayor
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:
• Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final
inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit
or last inspection; or if the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a one - time
extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection or request and receive an extension prior to 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,
���G�ZCLn tsti
Stefania Spencer
Permit Technician
Xc: Permit File No. D03 -274
Bob Benedicto, Building Official
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
•
•
ACTIVITY NUMBER: D03 -274 DATE: 09 -04 -03
PROJECT NAME: K.C. HOUSING AUTHORITY — BLDG B
SITE ADDRESS: 14440 41 AV S
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # after permit Is Issued
DEPARTMENTS:
rN Ala, 1 -0.05
Building Division P
Pu li Worker _ _U 4 1 1-
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
COORD COPY
PLA REVIEW /ROUTING SLIP
MAX, ci-to-03
Fire Prevention
Structural ❑
Incomplete ❑
Nor '' - q
Planning Division
Permit Coordinator se
DUE DATE: 09 -09 -03
Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑
LETTER OF COMPLETENESS MAILED:
Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS R�TING:
Please Route Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Documents /routing slip.doc
2-28-02
REVIEWER'S INITIALS:
DUE DATE: 10 -07 -03
Not Approved (attach comments) ❑
Notation:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑
Staff Initials:
PERMIT COORD COPY
/S rletl ::!f SiF',,^,Z [a sr A1'rbu:, :
ury3 F.${iYy:
RIVERTON TERRACE UNIT ALLOCATION IL TOTAL SQUARE FOOTAGE
Architecture and Urban Design
204 First Avenue South, Seattle, Washington 98104
PHONE: (208) 824 7880 / FAX: (208) 322 1768
Unit Type Ilst
FLR 12nd
sF
FLR
S
TOTAL
SF
Bt rings
W V
C7
0 Units
SF Total
.
A
I B
I
C
I
D
J E
I F
T I I
14440 41
UP -2BR
480
RIVERTON TERRACE UNIT ALLOCATION IL TOTAL SQUARE FOOTAGE
Unit Type Ilst
FLR 12nd
sF
FLR
S
TOTAL
SF
Bt rings
0 Units
SF Total
.
A
I B
I
C
I
D
J E
I F
T I I
TVO BEDROOM UNITS
UP -2BR
480
480
960
6
6
6
18
1
_7.280
I
SUBTOTAL
_ 18
17,280
THREE BEDROOM UNITS
UP -3BR
600
600
1200
_
5
5
6 '
_
L
SUBTOTAL
S
6,00D
Faun BEDROOM UNITS
1
4
_
5
6,94,
IBS -41R
I 714
714
1389
v
t
.
-
1 SUBTOTAL
.
5
L 6,945
FIVE IIEDRIEMPI UNITS
UP -51IR 816 816
1632
SITDTAt.
2
2
2
3264
3,264
I TUTAL I B
I 5
I B
I 3
I 4
I 6
I I i
33, 489 .,
PHOTOS OF EXISTING CONDITIONS
EXISTING WINDOWS TO BE REPLACED
EASING EXTERIOR PATIO
King County Housing Authority Renovation of Exisiting Units
EXISTING MAUL 5PAM VENT COYER TO BE REPLACED
DIM ORS. VOCE lea NELL
S
I
asap
4
EASING STAIR
OWNS O 'MACE
■
e rto ce
EXISTING DETERIORATING THRESHOLD AT EXTERIOR SLIDING DOOR
EXISTING LOOSE ILIIRING TO BE REPLACED AHD CONCEALED
PROJECT TEAM:
CSR I' DEVELOPED
KW* COUNTY HOUSING AJTIWORITY
CONTACT: RICHARD CURRIE
600 ANDOVER PARK W.
SEATTLE, WASHINGTON 913185 -3326
P1-10141E: (206) 514 -1219
FAX: (206) 514 -1224
eMAIL: DIC C' KCIHAA r ,s
TONCIN MOYNE / LOKAN
ARCHITECTURE 4 URBAN DESIGN
CONTACT: JOIN D'AGNOhE
204 FIRST AV94E SOUTH
SEATTLE, WA 98104
PHONE: (206) 624 - 880
FAX: (206) 6224166
eMAIL: JOINDIDTl L-
STRUCTURAL ENSNEER
IL GROSS STRUCTURAL ENGINEERS
a
CONTACT: MICHAEL CHAMBERLAIN
201 U1 FIRST AVE SOUTH
SUITE 250
SEATTLE. WASHINGTON 98104
PW P : (206) 623 -0169
FAX: (2016) 623 -9081
eMAIL: MICHAELC•ILGRCGS.Cal
MECHANIC& BOWER
BOWERS 14U, NC
CONTACT: DAN I•EALY
4052 N.E. 95TH STREET
SEATTLE. WASI4NST041 98115
PI4Cte (206) 525 -1011
FAX (206) 521 -2119
e TAIL: DREALY4FOXNTERNETNET
ELECTRICAL. EPONEER
D.E. SPA4RLI1s
ELECTRICAL
CONTACT: DaIALD E. SPAARLING
1510 20TH AVE PE
SEATTLE. WASHINGTON 96115 -4402
PHONE: (206) 522 -2023
FAX (206) 525 -313
eMAIL: DONIDESPARLM.COM
SF SUft4RT
SEPARATE PERMIT
REQUIRED FOR:
[E ECHANICA L
LECTRICAL
[JJ LUMBING
[GAS PIPING
CAN OF TUKWILA
BUILDING DIVISION
RSIONS, �o
zg Sul all � T PRIOR
1, ROVAL 'THE � OF TUKWALA
SITE AE5S
14440 41ST AVENUE SOUTH
T JKILILA, WASI- IINCsTON
KING COLNTY TAX •
004000-0191-05
004000 - 0198 -04
004000 - 0199 -03
004000-0205-05
LECJ4L DESCRIPTION:
-ADAMS HOME IRS E 3 FT
-ADAMS HOME IRS LESS W 295 FT LESS S 11.5 FT t LESS E 3 FT TNOP
- ADAMS was TRSS S 11.5 FT LESS W 29.5 FT LESS E 3 FT
- ADAMS 5 14 1E TRS
FOJECT DESCRIPTION:
IORPOLPA
4 1 2�
BUILDINGS AND ALL APARTMENT UNITS, WITHIN DESIGNATED BUILDINGS,
ARE SCHEDULED FOR INDICATED BUILDNNG REPAIRS. TI•ESE WILL
MIGLUDE WINDOW REPLACEMENTS AND ASSOCIATED EXTERIOR
REPAIRS, STRUCTURAL, VENTILATION, I- EATING, ELECTRICAL, LIGHTING,
PLUM E3ING, INSULATION AND INTERIOR FINISH WOW. EXISTING UNIT
RANGE HOODS WILL BE REPLACED MD VENTED TO TI-E OUTSIDE. TI-E
EXISTING BATHROOMS FANS WILL BE PLACED ON THEIRS FOR MOLE
HOUSE VENTILATION AND VENTED TO THE OUTSIDE. TIE EXISTING
PLUMING SYSTEM SHALL BE REPLACED. INTERIOR DOORS,
CABINETS, PLU1"1BPIr3 AND LIGHTING FIXTURES AND APPLIANCES SHALL.
SE REPLACED.
ASSOCIATED I4AZ -MAT WORK SHALL BE NN COPUJGTION
WITH DEMOLMTION AND OThER WORK, SEPARATE
CODE SUMMARY PERMIT AND
APPROVAL
R QUIRED
CONSTRUCTION TYPE: TYPE V -N, NON-
LAND USE ZOE: MDR (HIGH DENSITY RESIDENTIAL)
I understand that the Ran Check approvals are
subject to errors and omissicns and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's copy of approved pians acknowledged.
FILE COPY
as FLOM
zst maw
Total
2.880 3,00111 2,888 2,346 2,856 4880
2.888 3,8• 2.888 2.346 2.856 2.886
5.761 6.0011 5.1 S 44 92 5.712 5,760
33,489
I a3.
X03 - 2 7
F20
MECHANICAL
POLI DOMESTIC STIC WATER SERVICE
OCCUPANCY (BUIL.DNNG CODES R -I (TC�IOUSES) A -318 (cams BIJILDNNCs) P012 GENERAL NOTES AM DETAILS
P013 SGH4T,G RI. -RS, TYPICAL UNITS
it)
is
I61h St k
4 ` • 1 `
' , 1
•
SWEET INDEX
ARCHITECTURAL
Il00] TITLE SHEET
A002 GEIER& NOTES
AIU EXISTMCs SITE
A203 3 BR WI? PLAN
A212 EIIILDR.ks B PLAN
sit
,4621 Ar1ERIOR DETAILS
A10J WINDOW DETAILS
A80.1 INTERIOR ELEVATIONS
A802 INTERIOR ELEVATIONS
STRUCTURAL
NO STRUCTURAL GENERAL NOTES
53.0 COCRETE DETAILS
54.0 WOOD FRAIING DETAILS
ELECTRICAL
E10.1 SYMBOLS AND AIBBFEVIATIONS
E102 PANELS SCWEDI4.ES
E20.1 2 ER MIT ELECTRICAL PLAN
E202 3 4 4 BR UNIT ELECTRICAL PLANS
E20.3 5 BR UNIT ELECTRICAL PLAN
.0111S-- eseb L-w v►
r
`J
S148Ih 9t :.
r
) .010
I.
lid 4;
Si' r ,.
44 10 (al 1;
BUILDING 5 EXISTING FOUNDATION PLAN
VICINITY NAP
Nat to Scab
- ,,...,....
I•
S 144th St
"
•
l
I
FEFERBNCE
/YI�ICsS
ONL
SEP 0 4 1'':133
I
ft.
m
1)03-w Z7/
DEMOLITION NQTE&:
L DEMOLITION REGxJIRED FOR REPAIRS, RENOVATION AV
UPGRADES:
FOLLOW STRUCTURAL DETAILS TO DETERTINE EXTENT OF
DEMOLITION REQUIRED TO "STALL NEW STRUCTURAL ELEMENTS.
LEAVE AS MNJCH OF TIE EXISTING BUILDING AS POSSIBLE
2. REMOVE ALL EXISTING FLOOiRINfsi AND MASTIC. iREMOVE
WI4OLE VINYL TILES, NOT N PIECES, ALONG WiTH MASTIC. (SEE
$IAZ -MAT SPECFICATIONL$J REMOVE ALL EXISTING VINYL
FLOORING AND CARPET THROUGHOUT INITS REMOVE
SU EFLOORINCs INCLUDING BUT NOT LIMTED TO TIE FOLLOW" G:
A WIT KITCHEN
ES WIT BATHROOMS
4. RBIO'VE ALL EXISTINks DRYWALL AT WALLS, CELNGS, AND
OTHER LOCATIONS. REMOVE ALL EXISTING ACOUSTICAL TILE
CELLNCsS AND MASTIC (SEE HAZ4IAT SPECIFICATIONS)
5. REFER TO N EU/ FLOOR PLANS FOR LOCATION OF NEW WORK
INCLUDING NEW PLUMBING AND ELECTRICAL SYSTEM&
CONTRACTORS ABILITY TO WORK WITHIN EXISTING CRAWBPACES
IS SPATIALLY RESTRICTED. AT CONTRACTORS OPTION, ACCESS
TO GRAIL/WAGE MAY BE GAINED BY REMOVI N S EXISTING
PLYWOOD SUSFL.00RING AND INSULATION. WERE SUEFLOOiRING
AND INSULATION iS REMOVED, IT SHALL BE (REPLACED WITH NEW
COX PLYWOOD AND INSULATION AT NO ADDITIONAL COST TO
TIE ODER PROJECT SIDS SHALL ANTICIPATE. fiEllovE
EXISTINS SUBFLOOR SEE STRUCTURAL PLAINS FOR
DIAGRAMMATIC LAYOUT CF SUEFLOOiR REMOVAL/
REPLACEMENT ALONG WITH ASSOCIATED DETAIL!.
6. FOR DEMOLITION TO ALLOW FOR NEW MECHANICAL AND
ELECTRICAL WORK REFER TO SPECIFICATIONS AND DRAWING&
PRIOR TO START OF DEMOLITION RIM TRACERS TO DETEiRIMIhE
EXISTNG LINE LOCATIONS, F NECESSARY. PROVIDE NEW FLOOR
AND CEILING PENETRATIONS FOR PLU113ING, HEATING AND
ELECTRICAL . ALL CORE DRILLING IS TO BE
COORMATED WITH THE ARCHITECT, BUILDNG OILIER AND
STRUCTURAL ENGINEER VERFY ANY CORE DRILLING
RESTRICTIONS III/ ARCHITECT AND STiRUCTURAL ENGINEER PRIOR
TO START OF WORK
& EXISTING FRAMED INTERIOR PARTITION WALLS ON ALL
FLOORS ARE PRIMARILY WOOD STUDS WITH GW B EACH SiDE
(EXISITN+IG Gi1.I3 TO BE R SMO'11EDJ
S. REMOVE EXISTING WALL SECTIONS AS REQIIRE7D FOR NEW
WORK.
10. REMOVE ALL EXiSTNG WATER SUPPLY PLLPBNG PIPE AND
ELECTRICAL WIRING TO ACC.OMODATE PEW PLUMBING AND
ELECTRICAL SYSTEM INSTALLATION$.
II. SEE SPECFIC4TIO NS FOR H4AZ -MAT If•OiRi' ATk7N. ASSUME ALL
EXISTING COND Tk7NS INCLUDING FLOORS, WALLS AND CEILINGS
TO CONTAIN S MATERIALS (ASBESTOS, ETC) UNLESS
SPECFICALLY 144OUN (ADD TESTED) OTI'ERUSE.
CONTRACTORMAY PROVIDE ADDITIONAL TESTING AT THEIR
OPTION AC) EXPENSEE. PROVIiDE ALL HHAZ -MAT DE IOLITION,
REMOVAL AND CERTIFICATION N ACCORDANCE WITH Ai..L
EXISTING CODES AN REGULATION&
1
I
GENED4L NOTES:
A. A 3 -COLOR 4' x S' PLYWOOD PROJECT SIGN AS
DIRECTED BY THE OILER ORDER WILL PRO-
VIDE SIGN. Lk! i triINC, PANTS AND
MOWING SHALL BE DETERMINED BY OI*ER
B. DRAiUNGS: TIE DRA117N46 ARE INTENDED
TO DESCRIDE THE OVERALL SCOPE OF
WORK CONTRACTORS WILL FIELD VERIFY
EXISTING CONDITIONS AND ALERT ARCH/
GOER TO ANY UNFORESEEN CONSTRIJC-
TiON DIFFICULTIES BEFORE BEGNNNNG
WORK FIELD VERIFICATION SHALL INCLUDE,
BUT NOT BE LIMITED TO THOSE RECURS
FOR NEW DOORS, EASEWORK AND
CABINETRY.
C. UTILITIES. TIE CONTRACTOR WILL BE
RESPONSIBLE FOR VERIFICATION OF ALL
EXISTING UTILITIES. TIE CONTRACTOR
WILL BE RESPONSIBLE FOR TEMPORARY
UTILITIES. CARE MUST BE TAKEN
TO AVOID DAMAGE OR DISTURBANCE TO
EXISTING UTILITES AND SERVICE.
D. PRE-CONSTRUCTION MEETING: PRIOR TO
ANY CONSTRICTION OR DEVELOPMENT
ACTIVITY, THE CONTRACTOR WILL
SCHEDULE A PRE- CONSTRUCTION MEETING
WITH THE LOCAL BUILDING DEPARTMENT
OR LOCAL PUBLIC WORKS DEPARTMENT.
VERIFY WHICH AGENCY WOULD BE INVOLVED.
DURING THIS MEETING, TIE CONTRACTOR
WILL PROVIDE LOCAL INSPECTOR WITH
A PROPOSED CONSTRUCTION SCHEDULE.
THE CONTRACTOR AND INSPECTOR WILL
THAN TENTATIVELY SCHEDULE SEVERAL
PHASED INSPECTIONS.
E. PNASINC: TIE PROJECT SHALL BE PI•LASED TO
ALLOW PARTIAL OCCUPANCY CF THE SITE TO
REMAIN IU4iLE CONSTRUCTION IS UNDERWAY.
NECESSARY PRECAUTIONS SHALL BE TAKEN FOR
SAFETY AND UEL.L -BEIG OF ON -SITE RESIDENTS:
F. ABe1 =YIATION5: THROUGHOUT (CUT TIE PLANS ARE
ABBREVIATIONS W4K.14 ARE 14 C•fJIMIMC' 7M USE.
REFER TO TIE SPECFICATIOiNS FOR DEFINITIONS.
TIE ARCHITECT WILL DEFINE ANY THAT ARE N
QUESTION.
ION .
G. REPETITiVE: TYPICAL WALL SECTION/5, TRIM
FINISHES AND DETAILS ARE NOT
INDICATED EVERYWIERE THEY OCCUR ON
PLANS. ELEVATIONS 10 SECTIC%
REFER TO DETAILED DiRAMUNG& CONTRACTOR
TO PROVIDE WOW THROU(s 1O UT
F DRAIN N RILL
HHL TION3:
CONTRACTOR WILL OBTAIN AND PAY FOR AU-
PERMITS NECESSARY OTHER 114 AN TIE BASIC
BUILDING PERMIT. CONTRACTOR WILL ALSO PAY
FOR I SEA TIE PLUMBING PERMIT MIIT AND PAY
ALL OTHER CNARSES, FEES, OR COSTS CHARGED
BY THE BUILDING AND CONSTRICTION
DE PARIPIB4TS, UTILITY AGENLCES, OR PRIVATE
COMF'ANES WHICH REQUIRE SUCH COSTS FOR OR
PRIOR TO NSTALLAT.
I.
J.
NOTHING N TIE DRAMS ANDIi01R TIE
SPECFICATIONS SMALL BE MISTIMED TO
FORM AN INSTALLATION N VIOLATION
OF APPLICABLE CODES AND/OR RESTRICTIONS
SHOULD ANY CHANGE 14 THE DRAWINGS BE
NECESSARY 14 ORDER TO COMPLY' URN
APPLICABLE CODES AND/OR REGUIREMENTS,
THE CONTRACTOR !DULL iNOTFY THE
ARCHITECT AT ONCE 410 CEASE WOW .
WORK ON ALL PARTS OF THIS
CONTRACT WRLL BE N FILL ACCORDANCE
WITH TIE LATEST RILES, REGULATIONS,
RESTRICTIONS, CNS , MD COPES
ALL UCRI( WILL CONFOIRM TO TIE LATEST EDITION,
,
UNNLFOIRIM BULDNG CODE (UBC) INCLUDING
ALL ADOPTED BY TIE CITY.
K. COPFUCT: 14 CASE CF ANY CONFLICT WL:REIN
THE METHODS OR STANDARDS CF NSTALLAT1ON
OR THE MATERIALS SPECIFIED DO NOT EQUAL
OR ID CEED THE RECiARE31NTS CF 11E LAWS
OR ORDNANCE& TIE LAO OR OR )I NAPIC'.ES
ILL GOVERk NOTIFY TIE ARCHITECT OF
ALL CONFLICTS.
L. DIMENSIOiN6: SURVEY: DIMENSIONS OF SITE
CONDITIONS AND EXISTING BUILDINGS ARE
BASED ON INFORMATION SUPPLIED BY ORIGINAL
CONSTRUCTION DRAWING& ARCHITECT DEARS NO
RESPCNSIB LITY FOR ACCURACY OF PREVIOUS
DRAILIftb.
M, SHOP S: PROVIDE SHOP DRAWINGS
FOR TIE ARCHITECT'S / OWNER'S APPROVAL AND AS
REQUIRED BY TIE CiTY PRIOR TO CONSTRUCTION.
NO WORK SAMPLE INSTALLATIONS S AL L BE
DONE PRIOR TO THEIR APPROVAL.
N. CONTRACTOR TO COORDINATE 4 SCHEDULE INSPECT-
iONS WITH BULDNNG DEPARTMENT I FIRE DEPART -
1134T, CITY UTILITIES, HEALTH DEPARTMENT AND
ALL OTHER CITY I COUNTY AGENCIES, AND ALSO
WITH SPECIAL INSPECTIONS CONTRACTORS.
0. APPROPRIATE NEW FLOOR UNDERLAYTIENTS SHALL
BE NSTALLEP THROUKGHOU. CONTRACTOR TO OBTAIN
IL ITTB4 ACCEPTANCE OF ANY FLOOR IINDEPLAI''1"E7NIT
PRODUCT. THE ARCHITECT ASSUMES NO
LIABILITY FOR TIE FLOORING PRODUCT AND ITS
CONFECTION WITH ADJACENT MATERIALS.
P.
DR'ENSICNS ARE TYPICALLY SHOUk4 FRRCM FACE
OF E XISTNNG FNISIES TO FACE OF NEW STUDS
AT "TERIOiR WALLS, LESS DETAILED OTHERWISE
ON DRAWINGS.
DO NOT SCALE DRAWNG& TIE CONTRACTOR
SHALL USE DME N SIONS SI4OUNN ON TIE
DRAWINGS AND ACTUAL FIELD 1'''EAOUREME CTS
NOTIFY THE ARCHITECT F ANY DISCREPANCIES
ARE FOUND.
TIE CONTRACTOR WILL VERFY ALL RIOUGII -
DIMENSIONS FOR TIE EQUIPMENT RIRNISIED AND
"STALLED BY HIMSELF OR HERSELF OR OTHER&
THE CONTRACTOR WILL CONSULT TIE PLANTS OF
ALL TRADES FOR OPE3NNNC6 TWROUCsI SLABS, WALLS,
CEILINGS AND ROOFS FOR DUCTS, PIPES,
CONDUIT, CABINETS, AND EQUIRMENT, AND URLL
VERIFY THE SIZES AND LOCATIONS WITH
SUBCONTRACTOR&
CONTRACTOR WILL HAVE A COPY OF THE LI4FROM
BUILDING CODE, LATEST EDITION, AND ALL CiTY
AMENDMENTS ON SITE FOR REFERENCE TO
REFERENCED SECTIONS WREN.
O. CONTRACTOR TO PROVIDE ODNNER URN COMPLETE
RECORD DRAWINGS FOR THE RENOVATION WORK AND
NEW PLUMBING 4 HEAT1NrG, VEIN TLATICN, I AIR
CONDITIONING, ELECTRICAL &M EM AS !CELL AS
071•ER WORK CONCEALED BY FINISHED SURFACES
"STALLED OR ENCGL TER P DURING NO PROJECT.
R PROVIDE PROTECTION OF PEDESTRIAN
RIGHT-OF-WAYS PER CiTY REQUIREMENTS.CONIRACTOR
TO PROVIDE STREET USE PE:IW1TS FOR THIS PROJECT.
20 iileiartainainCH
• HAZARDOUS HATE ITAL.S_
CONTRACTOR IS RESPONSIBLE FOR ALL
APPROVALS, REMOVAL, DISPOSAL 4 CERTFICATIC7N NOT
COMPLETED BY OtMER AM AS REWIRED BY LAM.
B. SOIL CONDITIONS: TIE ARCHITECT I OWNER ASSLPE NO
RESPON513LiTY AS TO THE PHYSICAL
CHARACTERISTICS CF TIE SOL. NOR NESS
ACCURACY OF DATA SUPPLED BY OTI•ERS.
C. PERMITS: a7NTRACTOR TO MAKE NECESSARY AR-
RANGEMENTS OR SECS NECESSARY PERMITS U N THE
CITY WERE REGUIRED FOR SiTE WORK OR TO BLOCK
SDEBLAI.K5 OR STREETS DUE TO CaSlRJCTHONi.
SAFETY: CONTRACTOR L. EE RESPONSIBLE FOR
ALL REWIRED SAFETY PRECAUTIONS AND METHODS,
TECINIG1E6, SEGILIBI CE6, OR PROCEDURES REQUIRED
TO PEFFORIM TIE WORK
E- PROTECT ALL ADJACENT PROVERTY AND VEGETATIOK
P'R:7TECT ALL STREET TREES, FIXTURES, POLES, UTILITY
ECUFMENT AND OTHER APPURTENANCES ON PUBLIC
311
A SEE STRUCTURAL DRr W N S6 AID NOTES
FOR ADDITIONAL INFORTATION .
NA4 1 LAT1014 Pi CMCE GALVANIC DEMATION
[ET DISSIMILAR METAL& CONTRACTOR SHALL
PAi4T ALL PETAL STACKS, PETAL D
CO NECTlCaNS, VENTS, MILS, OR LOWERS 1111,4104
PACT T1ii01Cii4 SMLJ.S OR iOOF ANC APE M VEIL
COLOR err' AIRDFIECT_
e‘. ALL METAL ILL BE G ALLY .
5S
• STOPS 4 DA 1PE1RI3: FIRE STOPS N WALL, SOFFITED
CEILINGS, ETC, SHALL BE PROVIDED PER INFORIM
BUILDING COVE REQUINTS. PROVIDE
FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUT-
LETS, INLETS OR DUCTS PENETRATING FIRE RATED
ASEEMBLIES, ENCLOSURES, IIL6LLS, FLOORS OR
SURFACES AS REQUIRED BY FIRE DEPARTMENT.
B. WOOD: ALL WOOD N CONTACT WITH CONCRETE TO !*
PRESSURE TREATED PER INFOiRM1 BUILDING CODE.
ALL SUCH WOOD USED N CONSTRUCTION MST CIE
LOCATED AT NON-BEARING PARTITION WALLS AND
MAST ISE USED 14 FIRE TREATED AS INDICATED
N DRAWINGS.
G. DLOCKINCGr PROVIDE WHINERS REQUIRED. INCLUDING,
BUT NOT LIMITED TO DOORSTOPS, TOILEL BAR
AND TOILET ACCESSORIES.
FOR ACCES61LE WITS, SEE ACCES6181LITY
GUIDELINES 200A
A 093411V.43: ALL OPE3NNG5 TO BE CAULKED, SEALED
OR MATTER- STRIPPED. PROVIDE BACKER ROD
PER SPECS 4 MANUFACTURER'S ATIONS.
B. VAPOR BARRIERS: CONTNJOUS APPROVED VAPOR
BAWER"R:3 WILL EE INSTALLED ON THE HEATED
SIDE OF ALL THERMAL. INSULATION INSTALLED.
C. NNSULATTOM: ILA NEW OR UMNIRADIED NSU LATION
IS REQUIRED, PROVIDE INSULATION AS FOLLOWS
AND AS INDICATED ON DRAWINGS:
GS:
NEW ROOF
WALL NNSUL,ATION
FLOOR NSIL.ATICN
WALL BELOW GRADE INSUir
v
A
GLAZIN a PROVIDE NEW GLAZING PER INFORM
EU ILDING CODE AND WASHINGTON ENEMY COPE
(REF 04APTER 5, BWLDNNG DESIGN BY
COMPOtENT "iANCE APPi0OAcH).
GLAZING N LOCATIONS SIE3ECT TO WON
IMPACT, SUCH AS PANES N DOORS, GLAZING
11ITIIN A 24" ARC OF A DOOR OPENING,
GLAZING WTHN iS" OF THE FLOOR (AND
IS OVER S SQ. FEET PER PANEL) WILL BE
TEEMED OR LAiMIN+4TED SAFETY GLASS PER
UNIFORM EItILDHS CODE SECTION 2406.
GLAZING U -VALUE U - AO M AXIM1 M.
0 CONTRACTOR WILL PROVIDE COMPLETE OPERATING
HARDWARE AND DOOR STOPS FOR EACH DOOR OR
WINDOW OPENING NOTED ON SCIEDILES INCL UD1NG
ALL ACCESSORIES (REQUIRED FOR COMPLETE
INSTALLATION WHETHER NOTED OR NOT.
8. MESS
A THE CONTRACTOR WILL CE BOND TO TIE
FINISH SCHEDULE OF iROOMIS AND SPACES,
BOUT WILL BE ALSO RESPONSIBLE TO
PROVIDE OTHER MATERIALS NOT DESIGNATED
N THE SAIEIXL.E F REWIRED N TIE
FELD TO CREATE A FINISHED PRODUCT AT
WALK,, FLOORS, CEL.INC7, DOORS, WINDOW
AND ALL OTHER SOFFITS, TREADS, TWANGS,
IG'3,
LEVELING AND PATCH NS WEiRE REQUIRED
OBV'IO0SLY, ALL AREAS 1ITH I4 THE UNITS ARE TO
EE FILLY MOWED, NEN FINISHES THROUGHOUT
MALL BE RF.(•7M '" .. AR CIITECT MALL.
0. ARFY TYPES AND COLOR CF FINr81ES HEIR( /
F GLESTIG1* ARISE
B. PROVIDE WATER RESISTANT GYPSUM SI LL-
e041RtD AT ALL UHT BATHROOMS,
LALINUDRY , UTLITY ROOMS.
AM POTENTIALLY 1E1' AREA&
WATER-RESISTANT GYPSUM WALLBOARD SHALL
NOT BE WALLED OVER A VAPOR RETARDER OR
ON CELN36.
C BLOCIONCv PRIOR TO iNISTALLINiG GLIB INSTALL
PROvI E KIALK-NRU NMI O ER
AND ARCIITTECT TO IISP BOWE ALL
NEGESSARy BLOCKING MI BEAN i STALU.ED
PRIOR TO FRAMING NN GM.
•
R-35
R -19
R -b2)
R -Ufa
D. GYPSUM WALLBOARD TO BE INSTALLED AS
FOLLOWS AT PEW CONSTRUCTION LESS
NOTED OTHERWISE:
E. FLAME SPREAD CLAb6FICATION6 FOR FINISHES
PER UDC SECTION 804.
F.
pEc&I cM_
A MECHANICAL WM( SHALL CONFORM TO DRAIWGr6
AND TO INDICATED HEREIN.
B. MECHANICAL WORK SHALL BE COORDINATED
BY TIE GENERAL CONTRACTOR WITH THE WON(
INDICATED IE 14.
C. ALL EXISTING SUPPLY WATER PLL1'I3NG PIPE TO BE
D. PLUMBING AM SEIJER PIPE SIZING AND
'i"ECHANICAL SIZING TO BE N ACCORDANCE WITH TIE
DRAWINGS HG5 AND WITH RECOMENDED PRACTiCES AS
PER CURRENTLY ADOPTED NATIONAL, STATE OR
LOCAL NATIONS.
E.
F.
Cs.
H:
EXTERIOR W4L.L6 Ni►" TYPE 'X' GILES
PARTY WALLS 4 ' TYPE 'X' GUS,
CORRIDOR WLAL.LIN (2) LAYERS 4 b* TYPE 'X' GUS
OTHER INTERIOR Ili" G1LS (MIN.)
CEILINGS N ' TYPE 'X' GM
5/8' TYPE 'X' TO BE INSTALLED BEIIINID ALL FIXTURES
INCLUDING 1.136 AND SHOVERS TO MANTA"
REGLIIRED FIRE - RESISTIVITY
ALL HALLS AND CEILINGS SHALL BE TEXTURED
(ORANGE PEEL) AND PANTED, SEE
SPECFICATIONNS.
ALL SERVICE WATER PIPING WILL BE
THERMALLY INSULATED TO R -5.
ALL PIPING, DUCTS ANI7 CONDUIT SHALL BE LOCATED
WITH" NEW OR EXISTING WALLS I CELINGS Lt&ES6
NOTED OTHERWISE (OR C.ONCEALMINT IS NOT
Pt SS EL.E OR RE ED.)
PROVIDE SHOP DRAWINGS PRIOR TO FABRICA-
TION AND INSTALLATION OF ITEMS FAERICATED
14 TIE SHOP FOR APPROVAL BY TIE OMER
AND THE ARCHITECT. NOTABLE ITEMS INCLUDE.
BUT ARE NOT LIVED TO CABINETS AND
OR TO FRAM OPENINGS N WALLS,
CEILINGS AM) FLOORS FOR IWAC MC OTHER
MECHANICAL OR ELECTRICAL WORK. WHERE
REQUIRED AND NOT OTHERWISE SHORN ON THE
PLANS. PROVIDE ACCESS DOORS WERE
REQUIRED BY CODE.
J. PRIOADE FIRE-TREATED 10000 BACGt4 , FURRING,
STRIPPING OR BLOCKING REQUIRED FOR INSTALLATION
AV ATTACHMENT OF Uk M( CF ALL OTHER TRADES.
PROVIDE AND INSTALL VENTING FOR ALL DRYER
LOCATIONS, TO OUTSIDE, AS REQUIRED BY INFORM
EITILDNG CODE, MECHANICAL
SECTION SOO AND AS 5140111 ON DRAWINGS.
A ELECTRICAL WORK IS TO CCNFORM TO TIE DRALLRNGS
AND TO INDICATED WREN AND
HE SUITABLE FOR TIE NTENDED USES OF TIE
SPACES.
B. ELECTRCAL 1IONC T U.L BE COORDINATED
BY TIE GENERAL CONTRACTOR WITH TIE 1 WORK
INDICATED IEREINL
C ALL EXISTING WRING SHALL EE REPLACED
ELECTRICAL L SEBRvICCE REQUIREMENTS AND WRING
TO BE 14 ACCORDANCE NN THE DRAILIP4G6
AND iREC ETDE3D PRACTICES AS PER
CURRENTLY ADOPTED iNATIONAL.. STATE,
AIND/CR LOCAL REC4L.ATICIO.
D. THE CONTRACTOR ILL NCL.LDE AND PROVIDE
ALL POKER COMPAM' COST TO INSTALL
TEMPORARY CONSTRUCTION AND ANY NET SERVICE
TO POSER BULDflta TIESiE COSTS
LULL. INiC L DE YALLTS, TRANSFORMERS,
TITMICE LINES, HANDHOLDS AND ALL O'TIER
AND LABOR REQUIRED AINSDIIOR
NECESSARir. Ti•E CONTRACTOR WILL ALSO
MUM ALL OTHER COSTS TO RROv
ADEQUATE SERVICE FROM nE FACLUTY TO TIE
POINT CF TIE POEN CO'F'AN'T"'S TER'RNATIANL
E. P PICNDE 1WlD SOUL OF MIER FOR
EXIT SIGN!. AND ELMER'GE NCI' EXIT' MINTING.
F. CUTLETS 14 JNTG 4 LOCATIONS AND BARRIER-FREE
11415 TO EE IS /LED PER 1MlS#N GTO N! STATE
LIGHTING 4 01111T0016 N COMM AREAS PER
MEC AND MEC.
12(0
lab
io
A FIRE WARNING SYSTEMS PER UN FORM
BUILDING CODE AMETTS TO BE PROvIDED.
• TIE FIRE DETECTION AND ALARM SYSTEM
514AJ..L MEET TIE REGIJIREhE CTS OF TIE INFORM
BUILDING CODE AND AS SPECIFIED N TIE
UNIFORM OUILDNG CODE SECTION 310.9. SHOP
DRAUUNGS WILL HE REQUIRED FOR ALARM
SYSTEM.
C. PROVIDE FIRE EXTNGUISHER6 AND 5B1-RECESSED
CABINETS AS REQUIRED BY INFORM FIRE
CODE STANDARD 104
D. PROVIDE AND INSTALL SMOKE DETECTORS PER
DRAWINGS AND THE INFORM BUILDING CODE.
SMOKE DETECTORS SHALL (RECEIVE TTEiR
PRIMARY POKER FRG11 THE BUILDING ORINCG.
E. PR OvIDE FIRE EXTINGUISHERS AND CABINETS
PER CITY REQUIREMENTS. ENTS LOCATE AS SWIM
ON DRAW NGS OR LOCATE ONE (I) PER 3000
SQUARE FOOT AREA AND 15' MAXIMUM DISTANCE
OF TRAVEL
F. WEIRS SEMI - RECESSED CABINETS (FIRE
EXTINGUISHER, ETC.) OCC R N FIRE
RATED WALLS(, LSE OPENING WITH %'
TYPE 'X' GYPSUM WALLBOARD, INCLIVNG
SURFACE BERN D CADET.
G. MAINTAIN FIRE-PIWIECTIO4 REQUIREMENTS BEHIND
FIXTURES M1
H. FIRE BLOCKS AND DRAFT -STOPS PER INFORM
BUILDING CODE SECTIONS 105, 'LP)S, 4 110 PROVIDE
FIRE - STOPPING AT ALL FLOOR 4 WALL
PENETRATIONS AS REQUIRED BY FIRE
DEPARTMENT.
A ALL PARTY ILL■LLS, CORRIDOR WALLS AID FLOORS
.
BETILEEN WiTS WILL MEET OR EXCEED AN S.T.C.
50 OR MORE. PROVIDE INSULATION AND ACCESSORIES
MIRED TO MEET STANDARD.
B.
CEiLNGS WILL BE OF A CONTINUOUS FIRE -
RESISTIVE MEMBRANE BUT MAY HAVE OPENINGS
FOR COPPER SHEET STEEL OR FERROUS PLUMBING
PIPES, DUCTS, AND ELECTRICAL OUTLET BOXES,
PROVIDED TIE AREAS CF SUCH OPENINGS THROUGH
TIE CELMG AGGREGATE NOT MORRE THAN WO
SQUARE INDIES FOR ANY 100 SQUARE FEET OF
CEILING AREA NDIVIDUUAL ELECTRICAL OUTLET
BOXES WILL BE OF STEEL AND NOT GREATER
THAN ib 5C TARE NOES N AREA
C. STAIR NOTES El'aziE TIE FOLLOWING AND NOTIFY
OWNER AND ARCHITECT CF ANY DEVIATIONS N
EXISTING CON DMO IS
I) HEADROOM 6 I IINMNi, WIDTH 36"
MNNIMIM
2) TREAD 10' MMNM'U1, RISER 1 1R' MiAXIIIM.
3) TOP OF HANL'DRAL ILE.L BE 34' MII11111
AND 38• MAXIMUM ABOVE TIE STAIR NOM .
HANDRAIL WILL BE 1 *' M111P Ul AND 2"
M AXIMItl N CROSS SECTIOPt HANDRAIL
WILL BE SPACED NOT LESS THAN 11.
O l WALL RETURN BADS OF
4) HANDRALS N COMt1ON AREAS SHALL COMPLY
WITH 1LASHMNSTCN STATE BAIRRER -FREE
REQ I RB"BNTS, ISKCEPT WERE EXEMPT.
5) ALL INTERIOR STAIRS ARE EXISTING CONSTRICTION,
EXCEPT NM LOEF3Y STAIR.
114011 4STCH STATE �Y COVE AI D
BO D *s1 4 STATE VENTILATION AND
AIR QUALITY CCIDE
A ALL NEM ■LOIK SHALL CONFORM TO THE
SLASH K TOM STATE ENERGY COPE MEW AND
TIE WA51I1 TON STATE VENTILATION AND
INDOOR AIR CIAL TTY CODE (10.V.IAit2CI!
B. THE CEi.Or IT LISTED FEQUIREPTENTS ARE
NOT ALL INr".IL.LSINE IMO ARE FOR THE
RROSE OF FEATUI RlN1Cs KEY PORTIONS
S
OF THE ABOVE IRIMERECW CODES.
I) ALL NETT EXTE'1RIOiR JOINTS 51 ALL CO N-
FOIIl1 TO 1LSEC. 5
2) MEW RECESSED LIGHT/4G FIXTURES STULL
=WOW TO MEC. 502.44.
3) EACH D1ELLNG INT SHALL EE
WHOLE HOUSE
VENTILATION SYSTEMS S DE D
A TOTALLED TO SATISFY t�` -
1115.Y1AQG SECTIONS 30312 , 1
l�l J �
(AM AMI CRITERIA FOR ALL'II
oCG1P'AN:1195 CONTIMICIRLY
OPERATING FAUNS)
4) SOURCE SPECFIC E IAIET FOR •t.
Y OPERA** FANS. '^A►s
5) ALL OIIER OCCUPANCIES SMALL
CONFORM TO MEC. 304.
6i) ALL W 00OU ANCES SMALL
CO NEON( TO CHAPTER 5 'RADON
IRESISTIVE N ST
" RIVMEAMINCTCC ANY DEVIATION
14 EXI6TNG WITS/
A.
B.
C.
D.
E.
F.
Cs.
H4.
EMERY SLEEPING ROOM TO HAVE AT LEAST
ONE OPERABLE W 1 OU OR EXTERIOR DOOR
APPiROVED FOR EI'E'AG64CY EGRESS OR iQESOLE.
I) TIE WINDOWS WILL BE OPERAELE FROM TIE
1$IDE TO PROVIDE A FULL CLEAR OPENING
WITHOUT TIE USE OF SEPARATE TOOLS.
2) ALL EGiRESS OR RESCUE WINDOM MOM
SLEEPING iROOMib WILL HAVE A M11411/1
NET CLEAR OPENING OF Si SCARE FEET.
3) THE MINIMUM NET CLEAR OPENNG HEIGHT
DIMENSION WILL BE 24 INCHES (24 TIE
MNNMUM P T CLEAR OPENING WIDTH DIMEN-
SION ON WILL BE 20 INCHES (20').
4) WHERE W11DCUB 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
ALL HABITABLE ROOMS WITHIN A DUELLING
LNIT SHALL BE PROVIDED WITH NATURAL
LIGHT BY MEANS OF EXTERIOR GLAZED
OPBNNGS WITH AN AREA NOT LESS TILAN
ONE TENTH (1/10) OF TIE FLOOR AREA OF
SUCH ROOM WITH A M14PUI OF 10 (1B4)
SQUARE FEET.
ALL HABITABLE ROOMS, EXCEPT KITCHENS
IUTHN A DUELLING WITS SMALL BE PRO'V'IDED
WITH NATURAL VENTILATION BY MEANS OF
OPEE1ABLE EXTERIOR OPEaNNCGS WITH AN AREA
NOT LESS THAN ONE T1DNTETI4 (V20) OF TIE
FLOOR AREA OF SUCH ROOMS WITH A 1'1141111
OF FiVE (5) SQUARE FEET.
ALL SHOILER AREAS SILL BE FINISHED URN A
SMOOTH NONABSORBENT MATERIAL TO A HEIGHT OF
10" ABOVE DRAIN III -ET. THIS MATERIAL SHALL BE
WALLED AS NOTED (OR F OTHERWISE NOT NOTED)
OVER WATER - RESISTANT GYPSUM WALLBOARD. WATER
RESISTANT GWIS SHALL NOT BE INSTALLED OVER A
VAPOR RETARDER OR ON CEILINGS:
DOORS AND PANELS OF SHOVER AND SATIATE
ENCLOStFIES SHALL BE OF SAFETY GLAZING
MATERIAL URN 111141181 23m °PENNCs
KITCHEN RANGE, DRYER BATHROOM AND
LAaINDR"Y ROOM VENTILATION DUCTS SMALL
HAVE SMOOTH, NON -CCP J5TiHLE, NON-
ABSORBENT SURFACE AND WILL BE
EQUIPPED WITH BACK -DRAFT DAMPERS
(INSULATE PER WSEGC WERE APPLICABLE)
N BATHROOM, S, WATER CLOSET COM PART INTS,
LAJkt RY ROOMS, AND SIMILAR ROOMS, A
MECHANICAL VENTILATION SYSTEM CONNECTED
DIRECTLY TO TIE OUTSIDE, CAPABLE OF
PROVIDING 5 (FIVE) AIR O L4IGES PER HOUR,
WILL BE PROVIDED. SUCH( SYSTEMS SHALL
BE CONNECTED DIRECTLY TO THE OUTSIDE APD
TIE POINT OF DISGINAME ILL BE AT LEAST
3'-0" MOM ANY MIMING INTO TIE BUILDNCs
(INSULATE PER MEC. U. APPLICABLE)
EVERY WIT SHALL BE PROVIDED URN HEATING
FACLL TES CAPABLE OF MAIUAINMNG AN
AVERAGE ROOM TEIPERATURE OF 10 DEGREE'S
FAHRENEIT N ALL HABITABLE ROOMS AND
BATHROOMS WEN OUTSIDE AIR TBIPERATURE
IS 24 DEGFEES FAH#RBSEiT.
ALL OCCUPANCY ACCESSORIES SUCH AS GRAB
BMW TOWEL DAM PAPER DISPENSERS,
SOAP DISHES, ETC, PROVIDED ON OR
T (THIN WALLS, SHALL BE WALLED AND
SEALED TO PROTECT STRUCTURAL ELEMENTS
!WM MOISTURE
L EXTEND FIRE-RESIST1VE MALL PIROTECT104
TO TIE SILL PLATE C6*O ANDAOR !IDEA
THE TUBS AND 51401 R UNITS 111104 ABUT A
FIRE -RATED WALL.
J. VENT CILASES 5144L.L BE CONSTRUCTED FOR 1110 -14OTE
FIRE- MI5TfVE 514AFTS WEN REWIRED.
K.
L LMT SHHOIER ROUT TO 2.5 GPf" L PER UPEC.
11AS I IGTON STATE APEND BITS 1LAC 54-26 -11103 -
RLATER ST (b) (2).
Pt
K ALL SHAER STALLS SHALL HAVE
RUE BLOOMS IBETIEEN S►T1L'&
O. CCIPtIC7 4-1EE ENTRY, MAINTENANCE LAMDR'r.
STORAGE AND OTHER SWAM INDCRI DOORS
MIST eE Apo KNG.
ALL Mu Gl lG 1ITNM 10'' CF FUMING
DRAM INLET SHALL BE SAFETY GLASS.
ENTRAiNCE DOORS TO WITS MALL BE 20 MK
RATED AND SMALL HAVE A
DEAD T p LATIQ4 SIN AT LEAST F THFiag U4
PBERATES TIE sTRIKER NOT LEW MIN V2r
DEAD BOLT OR LATO4 TO EE OPERABLE MGM
INSIDE NTHOUT A KEY. E1404 ODOR
KILL HAVE AN ODSE'IRVATIO NI
PORT 54' ABOVE THE FLOOR
•
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I I
Architecture and Urban Design
204 First Avenue South, Seattle, Washington 98104
PHONE: (208) 624 7880 / FAX: (206) 622 1766
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PROJ. MGR.: 1
DRAFTER: ,D I
: Mit
4 02 I
DEMOLITION NQTE&:
L DEMOLITION REGxJIRED FOR REPAIRS, RENOVATION AV
UPGRADES:
FOLLOW STRUCTURAL DETAILS TO DETERTINE EXTENT OF
DEMOLITION REQUIRED TO "STALL NEW STRUCTURAL ELEMENTS.
LEAVE AS MNJCH OF TIE EXISTING BUILDING AS POSSIBLE
2. REMOVE ALL EXISTING FLOOiRINfsi AND MASTIC. iREMOVE
WI4OLE VINYL TILES, NOT N PIECES, ALONG WiTH MASTIC. (SEE
$IAZ -MAT SPECFICATIONL$J REMOVE ALL EXISTING VINYL
FLOORING AND CARPET THROUGHOUT INITS REMOVE
SU EFLOORINCs INCLUDING BUT NOT LIMTED TO TIE FOLLOW" G:
A WIT KITCHEN
ES WIT BATHROOMS
4. RBIO'VE ALL EXISTINks DRYWALL AT WALLS, CELNGS, AND
OTHER LOCATIONS. REMOVE ALL EXISTING ACOUSTICAL TILE
CELLNCsS AND MASTIC (SEE HAZ4IAT SPECIFICATIONS)
5. REFER TO N EU/ FLOOR PLANS FOR LOCATION OF NEW WORK
INCLUDING NEW PLUMBING AND ELECTRICAL SYSTEM&
CONTRACTORS ABILITY TO WORK WITHIN EXISTING CRAWBPACES
IS SPATIALLY RESTRICTED. AT CONTRACTORS OPTION, ACCESS
TO GRAIL/WAGE MAY BE GAINED BY REMOVI N S EXISTING
PLYWOOD SUSFL.00RING AND INSULATION. WERE SUEFLOOiRING
AND INSULATION iS REMOVED, IT SHALL BE (REPLACED WITH NEW
COX PLYWOOD AND INSULATION AT NO ADDITIONAL COST TO
TIE ODER PROJECT SIDS SHALL ANTICIPATE. fiEllovE
EXISTINS SUBFLOOR SEE STRUCTURAL PLAINS FOR
DIAGRAMMATIC LAYOUT CF SUEFLOOiR REMOVAL/
REPLACEMENT ALONG WITH ASSOCIATED DETAIL!.
6. FOR DEMOLITION TO ALLOW FOR NEW MECHANICAL AND
ELECTRICAL WORK REFER TO SPECIFICATIONS AND DRAWING&
PRIOR TO START OF DEMOLITION RIM TRACERS TO DETEiRIMIhE
EXISTNG LINE LOCATIONS, F NECESSARY. PROVIDE NEW FLOOR
AND CEILING PENETRATIONS FOR PLU113ING, HEATING AND
ELECTRICAL . ALL CORE DRILLING IS TO BE
COORMATED WITH THE ARCHITECT, BUILDNG OILIER AND
STRUCTURAL ENGINEER VERFY ANY CORE DRILLING
RESTRICTIONS III/ ARCHITECT AND STiRUCTURAL ENGINEER PRIOR
TO START OF WORK
& EXISTING FRAMED INTERIOR PARTITION WALLS ON ALL
FLOORS ARE PRIMARILY WOOD STUDS WITH GW B EACH SiDE
(EXISITN+IG Gi1.I3 TO BE R SMO'11EDJ
S. REMOVE EXISTING WALL SECTIONS AS REQIIRE7D FOR NEW
WORK.
10. REMOVE ALL EXiSTNG WATER SUPPLY PLLPBNG PIPE AND
ELECTRICAL WIRING TO ACC.OMODATE PEW PLUMBING AND
ELECTRICAL SYSTEM INSTALLATION$.
II. SEE SPECFIC4TIO NS FOR H4AZ -MAT If•OiRi' ATk7N. ASSUME ALL
EXISTING COND Tk7NS INCLUDING FLOORS, WALLS AND CEILINGS
TO CONTAIN S MATERIALS (ASBESTOS, ETC) UNLESS
SPECFICALLY 144OUN (ADD TESTED) OTI'ERUSE.
CONTRACTORMAY PROVIDE ADDITIONAL TESTING AT THEIR
OPTION AC) EXPENSEE. PROVIiDE ALL HHAZ -MAT DE IOLITION,
REMOVAL AND CERTIFICATION N ACCORDANCE WITH Ai..L
EXISTING CODES AN REGULATION&
1
I
GENED4L NOTES:
A. A 3 -COLOR 4' x S' PLYWOOD PROJECT SIGN AS
DIRECTED BY THE OILER ORDER WILL PRO-
VIDE SIGN. Lk! i triINC, PANTS AND
MOWING SHALL BE DETERMINED BY OI*ER
B. DRAiUNGS: TIE DRA117N46 ARE INTENDED
TO DESCRIDE THE OVERALL SCOPE OF
WORK CONTRACTORS WILL FIELD VERIFY
EXISTING CONDITIONS AND ALERT ARCH/
GOER TO ANY UNFORESEEN CONSTRIJC-
TiON DIFFICULTIES BEFORE BEGNNNNG
WORK FIELD VERIFICATION SHALL INCLUDE,
BUT NOT BE LIMITED TO THOSE RECURS
FOR NEW DOORS, EASEWORK AND
CABINETRY.
C. UTILITIES. TIE CONTRACTOR WILL BE
RESPONSIBLE FOR VERIFICATION OF ALL
EXISTING UTILITIES. TIE CONTRACTOR
WILL BE RESPONSIBLE FOR TEMPORARY
UTILITIES. CARE MUST BE TAKEN
TO AVOID DAMAGE OR DISTURBANCE TO
EXISTING UTILITES AND SERVICE.
D. PRE-CONSTRUCTION MEETING: PRIOR TO
ANY CONSTRICTION OR DEVELOPMENT
ACTIVITY, THE CONTRACTOR WILL
SCHEDULE A PRE- CONSTRUCTION MEETING
WITH THE LOCAL BUILDING DEPARTMENT
OR LOCAL PUBLIC WORKS DEPARTMENT.
VERIFY WHICH AGENCY WOULD BE INVOLVED.
DURING THIS MEETING, TIE CONTRACTOR
WILL PROVIDE LOCAL INSPECTOR WITH
A PROPOSED CONSTRUCTION SCHEDULE.
THE CONTRACTOR AND INSPECTOR WILL
THAN TENTATIVELY SCHEDULE SEVERAL
PHASED INSPECTIONS.
E. PNASINC: TIE PROJECT SHALL BE PI•LASED TO
ALLOW PARTIAL OCCUPANCY CF THE SITE TO
REMAIN IU4iLE CONSTRUCTION IS UNDERWAY.
NECESSARY PRECAUTIONS SHALL BE TAKEN FOR
SAFETY AND UEL.L -BEIG OF ON -SITE RESIDENTS:
F. ABe1 =YIATION5: THROUGHOUT (CUT TIE PLANS ARE
ABBREVIATIONS W4K.14 ARE 14 C•fJIMIMC' 7M USE.
REFER TO TIE SPECFICATIOiNS FOR DEFINITIONS.
TIE ARCHITECT WILL DEFINE ANY THAT ARE N
QUESTION.
ION .
G. REPETITiVE: TYPICAL WALL SECTION/5, TRIM
FINISHES AND DETAILS ARE NOT
INDICATED EVERYWIERE THEY OCCUR ON
PLANS. ELEVATIONS 10 SECTIC%
REFER TO DETAILED DiRAMUNG& CONTRACTOR
TO PROVIDE WOW THROU(s 1O UT
F DRAIN N RILL
HHL TION3:
CONTRACTOR WILL OBTAIN AND PAY FOR AU-
PERMITS NECESSARY OTHER 114 AN TIE BASIC
BUILDING PERMIT. CONTRACTOR WILL ALSO PAY
FOR I SEA TIE PLUMBING PERMIT MIIT AND PAY
ALL OTHER CNARSES, FEES, OR COSTS CHARGED
BY THE BUILDING AND CONSTRICTION
DE PARIPIB4TS, UTILITY AGENLCES, OR PRIVATE
COMF'ANES WHICH REQUIRE SUCH COSTS FOR OR
PRIOR TO NSTALLAT.
I.
J.
NOTHING N TIE DRAMS ANDIi01R TIE
SPECFICATIONS SMALL BE MISTIMED TO
FORM AN INSTALLATION N VIOLATION
OF APPLICABLE CODES AND/OR RESTRICTIONS
SHOULD ANY CHANGE 14 THE DRAWINGS BE
NECESSARY 14 ORDER TO COMPLY' URN
APPLICABLE CODES AND/OR REGUIREMENTS,
THE CONTRACTOR !DULL iNOTFY THE
ARCHITECT AT ONCE 410 CEASE WOW .
WORK ON ALL PARTS OF THIS
CONTRACT WRLL BE N FILL ACCORDANCE
WITH TIE LATEST RILES, REGULATIONS,
RESTRICTIONS, CNS , MD COPES
ALL UCRI( WILL CONFOIRM TO TIE LATEST EDITION,
,
UNNLFOIRIM BULDNG CODE (UBC) INCLUDING
ALL ADOPTED BY TIE CITY.
K. COPFUCT: 14 CASE CF ANY CONFLICT WL:REIN
THE METHODS OR STANDARDS CF NSTALLAT1ON
OR THE MATERIALS SPECIFIED DO NOT EQUAL
OR ID CEED THE RECiARE31NTS CF 11E LAWS
OR ORDNANCE& TIE LAO OR OR )I NAPIC'.ES
ILL GOVERk NOTIFY TIE ARCHITECT OF
ALL CONFLICTS.
L. DIMENSIOiN6: SURVEY: DIMENSIONS OF SITE
CONDITIONS AND EXISTING BUILDINGS ARE
BASED ON INFORMATION SUPPLIED BY ORIGINAL
CONSTRUCTION DRAWING& ARCHITECT DEARS NO
RESPCNSIB LITY FOR ACCURACY OF PREVIOUS
DRAILIftb.
M, SHOP S: PROVIDE SHOP DRAWINGS
FOR TIE ARCHITECT'S / OWNER'S APPROVAL AND AS
REQUIRED BY TIE CiTY PRIOR TO CONSTRUCTION.
NO WORK SAMPLE INSTALLATIONS S AL L BE
DONE PRIOR TO THEIR APPROVAL.
N. CONTRACTOR TO COORDINATE 4 SCHEDULE INSPECT-
iONS WITH BULDNNG DEPARTMENT I FIRE DEPART -
1134T, CITY UTILITIES, HEALTH DEPARTMENT AND
ALL OTHER CITY I COUNTY AGENCIES, AND ALSO
WITH SPECIAL INSPECTIONS CONTRACTORS.
0. APPROPRIATE NEW FLOOR UNDERLAYTIENTS SHALL
BE NSTALLEP THROUKGHOU. CONTRACTOR TO OBTAIN
IL ITTB4 ACCEPTANCE OF ANY FLOOR IINDEPLAI''1"E7NIT
PRODUCT. THE ARCHITECT ASSUMES NO
LIABILITY FOR TIE FLOORING PRODUCT AND ITS
CONFECTION WITH ADJACENT MATERIALS.
P.
DR'ENSICNS ARE TYPICALLY SHOUk4 FRRCM FACE
OF E XISTNNG FNISIES TO FACE OF NEW STUDS
AT "TERIOiR WALLS, LESS DETAILED OTHERWISE
ON DRAWINGS.
DO NOT SCALE DRAWNG& TIE CONTRACTOR
SHALL USE DME N SIONS SI4OUNN ON TIE
DRAWINGS AND ACTUAL FIELD 1'''EAOUREME CTS
NOTIFY THE ARCHITECT F ANY DISCREPANCIES
ARE FOUND.
TIE CONTRACTOR WILL VERFY ALL RIOUGII -
DIMENSIONS FOR TIE EQUIPMENT RIRNISIED AND
"STALLED BY HIMSELF OR HERSELF OR OTHER&
THE CONTRACTOR WILL CONSULT TIE PLANTS OF
ALL TRADES FOR OPE3NNNC6 TWROUCsI SLABS, WALLS,
CEILINGS AND ROOFS FOR DUCTS, PIPES,
CONDUIT, CABINETS, AND EQUIRMENT, AND URLL
VERIFY THE SIZES AND LOCATIONS WITH
SUBCONTRACTOR&
CONTRACTOR WILL HAVE A COPY OF THE LI4FROM
BUILDING CODE, LATEST EDITION, AND ALL CiTY
AMENDMENTS ON SITE FOR REFERENCE TO
REFERENCED SECTIONS WREN.
O. CONTRACTOR TO PROVIDE ODNNER URN COMPLETE
RECORD DRAWINGS FOR THE RENOVATION WORK AND
NEW PLUMBING 4 HEAT1NrG, VEIN TLATICN, I AIR
CONDITIONING, ELECTRICAL &M EM AS !CELL AS
071•ER WORK CONCEALED BY FINISHED SURFACES
"STALLED OR ENCGL TER P DURING NO PROJECT.
R PROVIDE PROTECTION OF PEDESTRIAN
RIGHT-OF-WAYS PER CiTY REQUIREMENTS.CONIRACTOR
TO PROVIDE STREET USE PE:IW1TS FOR THIS PROJECT.
20 iileiartainainCH
• HAZARDOUS HATE ITAL.S_
CONTRACTOR IS RESPONSIBLE FOR ALL
APPROVALS, REMOVAL, DISPOSAL 4 CERTFICATIC7N NOT
COMPLETED BY OtMER AM AS REWIRED BY LAM.
B. SOIL CONDITIONS: TIE ARCHITECT I OWNER ASSLPE NO
RESPON513LiTY AS TO THE PHYSICAL
CHARACTERISTICS CF TIE SOL. NOR NESS
ACCURACY OF DATA SUPPLED BY OTI•ERS.
C. PERMITS: a7NTRACTOR TO MAKE NECESSARY AR-
RANGEMENTS OR SECS NECESSARY PERMITS U N THE
CITY WERE REGUIRED FOR SiTE WORK OR TO BLOCK
SDEBLAI.K5 OR STREETS DUE TO CaSlRJCTHONi.
SAFETY: CONTRACTOR L. EE RESPONSIBLE FOR
ALL REWIRED SAFETY PRECAUTIONS AND METHODS,
TECINIG1E6, SEGILIBI CE6, OR PROCEDURES REQUIRED
TO PEFFORIM TIE WORK
E- PROTECT ALL ADJACENT PROVERTY AND VEGETATIOK
P'R:7TECT ALL STREET TREES, FIXTURES, POLES, UTILITY
ECUFMENT AND OTHER APPURTENANCES ON PUBLIC
311
A SEE STRUCTURAL DRr W N S6 AID NOTES
FOR ADDITIONAL INFORTATION .
NA4 1 LAT1014 Pi CMCE GALVANIC DEMATION
[ET DISSIMILAR METAL& CONTRACTOR SHALL
PAi4T ALL PETAL STACKS, PETAL D
CO NECTlCaNS, VENTS, MILS, OR LOWERS 1111,4104
PACT T1ii01Cii4 SMLJ.S OR iOOF ANC APE M VEIL
COLOR err' AIRDFIECT_
e‘. ALL METAL ILL BE G ALLY .
5S
• STOPS 4 DA 1PE1RI3: FIRE STOPS N WALL, SOFFITED
CEILINGS, ETC, SHALL BE PROVIDED PER INFORIM
BUILDING COVE REQUINTS. PROVIDE
FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUT-
LETS, INLETS OR DUCTS PENETRATING FIRE RATED
ASEEMBLIES, ENCLOSURES, IIL6LLS, FLOORS OR
SURFACES AS REQUIRED BY FIRE DEPARTMENT.
B. WOOD: ALL WOOD N CONTACT WITH CONCRETE TO !*
PRESSURE TREATED PER INFOiRM1 BUILDING CODE.
ALL SUCH WOOD USED N CONSTRUCTION MST CIE
LOCATED AT NON-BEARING PARTITION WALLS AND
MAST ISE USED 14 FIRE TREATED AS INDICATED
N DRAWINGS.
G. DLOCKINCGr PROVIDE WHINERS REQUIRED. INCLUDING,
BUT NOT LIMITED TO DOORSTOPS, TOILEL BAR
AND TOILET ACCESSORIES.
FOR ACCES61LE WITS, SEE ACCES6181LITY
GUIDELINES 200A
A 093411V.43: ALL OPE3NNG5 TO BE CAULKED, SEALED
OR MATTER- STRIPPED. PROVIDE BACKER ROD
PER SPECS 4 MANUFACTURER'S ATIONS.
B. VAPOR BARRIERS: CONTNJOUS APPROVED VAPOR
BAWER"R:3 WILL EE INSTALLED ON THE HEATED
SIDE OF ALL THERMAL. INSULATION INSTALLED.
C. NNSULATTOM: ILA NEW OR UMNIRADIED NSU LATION
IS REQUIRED, PROVIDE INSULATION AS FOLLOWS
AND AS INDICATED ON DRAWINGS:
GS:
NEW ROOF
WALL NNSUL,ATION
FLOOR NSIL.ATICN
WALL BELOW GRADE INSUir
v
A
GLAZIN a PROVIDE NEW GLAZING PER INFORM
EU ILDING CODE AND WASHINGTON ENEMY COPE
(REF 04APTER 5, BWLDNNG DESIGN BY
COMPOtENT "iANCE APPi0OAcH).
GLAZING N LOCATIONS SIE3ECT TO WON
IMPACT, SUCH AS PANES N DOORS, GLAZING
11ITIIN A 24" ARC OF A DOOR OPENING,
GLAZING WTHN iS" OF THE FLOOR (AND
IS OVER S SQ. FEET PER PANEL) WILL BE
TEEMED OR LAiMIN+4TED SAFETY GLASS PER
UNIFORM EItILDHS CODE SECTION 2406.
GLAZING U -VALUE U - AO M AXIM1 M.
0 CONTRACTOR WILL PROVIDE COMPLETE OPERATING
HARDWARE AND DOOR STOPS FOR EACH DOOR OR
WINDOW OPENING NOTED ON SCIEDILES INCL UD1NG
ALL ACCESSORIES (REQUIRED FOR COMPLETE
INSTALLATION WHETHER NOTED OR NOT.
8. MESS
A THE CONTRACTOR WILL CE BOND TO TIE
FINISH SCHEDULE OF iROOMIS AND SPACES,
BOUT WILL BE ALSO RESPONSIBLE TO
PROVIDE OTHER MATERIALS NOT DESIGNATED
N THE SAIEIXL.E F REWIRED N TIE
FELD TO CREATE A FINISHED PRODUCT AT
WALK,, FLOORS, CEL.INC7, DOORS, WINDOW
AND ALL OTHER SOFFITS, TREADS, TWANGS,
IG'3,
LEVELING AND PATCH NS WEiRE REQUIRED
OBV'IO0SLY, ALL AREAS 1ITH I4 THE UNITS ARE TO
EE FILLY MOWED, NEN FINISHES THROUGHOUT
MALL BE RF.(•7M '" .. AR CIITECT MALL.
0. ARFY TYPES AND COLOR CF FINr81ES HEIR( /
F GLESTIG1* ARISE
B. PROVIDE WATER RESISTANT GYPSUM SI LL-
e041RtD AT ALL UHT BATHROOMS,
LALINUDRY , UTLITY ROOMS.
AM POTENTIALLY 1E1' AREA&
WATER-RESISTANT GYPSUM WALLBOARD SHALL
NOT BE WALLED OVER A VAPOR RETARDER OR
ON CELN36.
C BLOCIONCv PRIOR TO iNISTALLINiG GLIB INSTALL
PROvI E KIALK-NRU NMI O ER
AND ARCIITTECT TO IISP BOWE ALL
NEGESSARy BLOCKING MI BEAN i STALU.ED
PRIOR TO FRAMING NN GM.
•
R-35
R -19
R -b2)
R -Ufa
D. GYPSUM WALLBOARD TO BE INSTALLED AS
FOLLOWS AT PEW CONSTRUCTION LESS
NOTED OTHERWISE:
E. FLAME SPREAD CLAb6FICATION6 FOR FINISHES
PER UDC SECTION 804.
F.
pEc&I cM_
A MECHANICAL WM( SHALL CONFORM TO DRAIWGr6
AND TO INDICATED HEREIN.
B. MECHANICAL WORK SHALL BE COORDINATED
BY TIE GENERAL CONTRACTOR WITH THE WON(
INDICATED IE 14.
C. ALL EXISTING SUPPLY WATER PLL1'I3NG PIPE TO BE
D. PLUMBING AM SEIJER PIPE SIZING AND
'i"ECHANICAL SIZING TO BE N ACCORDANCE WITH TIE
DRAWINGS HG5 AND WITH RECOMENDED PRACTiCES AS
PER CURRENTLY ADOPTED NATIONAL, STATE OR
LOCAL NATIONS.
E.
F.
Cs.
H:
EXTERIOR W4L.L6 Ni►" TYPE 'X' GILES
PARTY WALLS 4 ' TYPE 'X' GUS,
CORRIDOR WLAL.LIN (2) LAYERS 4 b* TYPE 'X' GUS
OTHER INTERIOR Ili" G1LS (MIN.)
CEILINGS N ' TYPE 'X' GM
5/8' TYPE 'X' TO BE INSTALLED BEIIINID ALL FIXTURES
INCLUDING 1.136 AND SHOVERS TO MANTA"
REGLIIRED FIRE - RESISTIVITY
ALL HALLS AND CEILINGS SHALL BE TEXTURED
(ORANGE PEEL) AND PANTED, SEE
SPECFICATIONNS.
ALL SERVICE WATER PIPING WILL BE
THERMALLY INSULATED TO R -5.
ALL PIPING, DUCTS ANI7 CONDUIT SHALL BE LOCATED
WITH" NEW OR EXISTING WALLS I CELINGS Lt&ES6
NOTED OTHERWISE (OR C.ONCEALMINT IS NOT
Pt SS EL.E OR RE ED.)
PROVIDE SHOP DRAWINGS PRIOR TO FABRICA-
TION AND INSTALLATION OF ITEMS FAERICATED
14 TIE SHOP FOR APPROVAL BY TIE OMER
AND THE ARCHITECT. NOTABLE ITEMS INCLUDE.
BUT ARE NOT LIVED TO CABINETS AND
OR TO FRAM OPENINGS N WALLS,
CEILINGS AM) FLOORS FOR IWAC MC OTHER
MECHANICAL OR ELECTRICAL WORK. WHERE
REQUIRED AND NOT OTHERWISE SHORN ON THE
PLANS. PROVIDE ACCESS DOORS WERE
REQUIRED BY CODE.
J. PRIOADE FIRE-TREATED 10000 BACGt4 , FURRING,
STRIPPING OR BLOCKING REQUIRED FOR INSTALLATION
AV ATTACHMENT OF Uk M( CF ALL OTHER TRADES.
PROVIDE AND INSTALL VENTING FOR ALL DRYER
LOCATIONS, TO OUTSIDE, AS REQUIRED BY INFORM
EITILDNG CODE, MECHANICAL
SECTION SOO AND AS 5140111 ON DRAWINGS.
A ELECTRICAL WORK IS TO CCNFORM TO TIE DRALLRNGS
AND TO INDICATED WREN AND
HE SUITABLE FOR TIE NTENDED USES OF TIE
SPACES.
B. ELECTRCAL 1IONC T U.L BE COORDINATED
BY TIE GENERAL CONTRACTOR WITH TIE 1 WORK
INDICATED IEREINL
C ALL EXISTING WRING SHALL EE REPLACED
ELECTRICAL L SEBRvICCE REQUIREMENTS AND WRING
TO BE 14 ACCORDANCE NN THE DRAILIP4G6
AND iREC ETDE3D PRACTICES AS PER
CURRENTLY ADOPTED iNATIONAL.. STATE,
AIND/CR LOCAL REC4L.ATICIO.
D. THE CONTRACTOR ILL NCL.LDE AND PROVIDE
ALL POKER COMPAM' COST TO INSTALL
TEMPORARY CONSTRUCTION AND ANY NET SERVICE
TO POSER BULDflta TIESiE COSTS
LULL. INiC L DE YALLTS, TRANSFORMERS,
TITMICE LINES, HANDHOLDS AND ALL O'TIER
AND LABOR REQUIRED AINSDIIOR
NECESSARir. Ti•E CONTRACTOR WILL ALSO
MUM ALL OTHER COSTS TO RROv
ADEQUATE SERVICE FROM nE FACLUTY TO TIE
POINT CF TIE POEN CO'F'AN'T"'S TER'RNATIANL
E. P PICNDE 1WlD SOUL OF MIER FOR
EXIT SIGN!. AND ELMER'GE NCI' EXIT' MINTING.
F. CUTLETS 14 JNTG 4 LOCATIONS AND BARRIER-FREE
11415 TO EE IS /LED PER 1MlS#N GTO N! STATE
LIGHTING 4 01111T0016 N COMM AREAS PER
MEC AND MEC.
12(0
lab
io
A FIRE WARNING SYSTEMS PER UN FORM
BUILDING CODE AMETTS TO BE PROvIDED.
• TIE FIRE DETECTION AND ALARM SYSTEM
514AJ..L MEET TIE REGIJIREhE CTS OF TIE INFORM
BUILDING CODE AND AS SPECIFIED N TIE
UNIFORM OUILDNG CODE SECTION 310.9. SHOP
DRAUUNGS WILL HE REQUIRED FOR ALARM
SYSTEM.
C. PROVIDE FIRE EXTNGUISHER6 AND 5B1-RECESSED
CABINETS AS REQUIRED BY INFORM FIRE
CODE STANDARD 104
D. PROVIDE AND INSTALL SMOKE DETECTORS PER
DRAWINGS AND THE INFORM BUILDING CODE.
SMOKE DETECTORS SHALL (RECEIVE TTEiR
PRIMARY POKER FRG11 THE BUILDING ORINCG.
E. PR OvIDE FIRE EXTINGUISHERS AND CABINETS
PER CITY REQUIREMENTS. ENTS LOCATE AS SWIM
ON DRAW NGS OR LOCATE ONE (I) PER 3000
SQUARE FOOT AREA AND 15' MAXIMUM DISTANCE
OF TRAVEL
F. WEIRS SEMI - RECESSED CABINETS (FIRE
EXTINGUISHER, ETC.) OCC R N FIRE
RATED WALLS(, LSE OPENING WITH %'
TYPE 'X' GYPSUM WALLBOARD, INCLIVNG
SURFACE BERN D CADET.
G. MAINTAIN FIRE-PIWIECTIO4 REQUIREMENTS BEHIND
FIXTURES M1
H. FIRE BLOCKS AND DRAFT -STOPS PER INFORM
BUILDING CODE SECTIONS 105, 'LP)S, 4 110 PROVIDE
FIRE - STOPPING AT ALL FLOOR 4 WALL
PENETRATIONS AS REQUIRED BY FIRE
DEPARTMENT.
A ALL PARTY ILL■LLS, CORRIDOR WALLS AID FLOORS
.
BETILEEN WiTS WILL MEET OR EXCEED AN S.T.C.
50 OR MORE. PROVIDE INSULATION AND ACCESSORIES
MIRED TO MEET STANDARD.
B.
CEiLNGS WILL BE OF A CONTINUOUS FIRE -
RESISTIVE MEMBRANE BUT MAY HAVE OPENINGS
FOR COPPER SHEET STEEL OR FERROUS PLUMBING
PIPES, DUCTS, AND ELECTRICAL OUTLET BOXES,
PROVIDED TIE AREAS CF SUCH OPENINGS THROUGH
TIE CELMG AGGREGATE NOT MORRE THAN WO
SQUARE INDIES FOR ANY 100 SQUARE FEET OF
CEILING AREA NDIVIDUUAL ELECTRICAL OUTLET
BOXES WILL BE OF STEEL AND NOT GREATER
THAN ib 5C TARE NOES N AREA
C. STAIR NOTES El'aziE TIE FOLLOWING AND NOTIFY
OWNER AND ARCHITECT CF ANY DEVIATIONS N
EXISTING CON DMO IS
I) HEADROOM 6 I IINMNi, WIDTH 36"
MNNIMIM
2) TREAD 10' MMNM'U1, RISER 1 1R' MiAXIIIM.
3) TOP OF HANL'DRAL ILE.L BE 34' MII11111
AND 38• MAXIMUM ABOVE TIE STAIR NOM .
HANDRAIL WILL BE 1 *' M111P Ul AND 2"
M AXIMItl N CROSS SECTIOPt HANDRAIL
WILL BE SPACED NOT LESS THAN 11.
O l WALL RETURN BADS OF
4) HANDRALS N COMt1ON AREAS SHALL COMPLY
WITH 1LASHMNSTCN STATE BAIRRER -FREE
REQ I RB"BNTS, ISKCEPT WERE EXEMPT.
5) ALL INTERIOR STAIRS ARE EXISTING CONSTRICTION,
EXCEPT NM LOEF3Y STAIR.
114011 4STCH STATE �Y COVE AI D
BO D *s1 4 STATE VENTILATION AND
AIR QUALITY CCIDE
A ALL NEM ■LOIK SHALL CONFORM TO THE
SLASH K TOM STATE ENERGY COPE MEW AND
TIE WA51I1 TON STATE VENTILATION AND
INDOOR AIR CIAL TTY CODE (10.V.IAit2CI!
B. THE CEi.Or IT LISTED FEQUIREPTENTS ARE
NOT ALL INr".IL.LSINE IMO ARE FOR THE
RROSE OF FEATUI RlN1Cs KEY PORTIONS
S
OF THE ABOVE IRIMERECW CODES.
I) ALL NETT EXTE'1RIOiR JOINTS 51 ALL CO N-
FOIIl1 TO 1LSEC. 5
2) MEW RECESSED LIGHT/4G FIXTURES STULL
=WOW TO MEC. 502.44.
3) EACH D1ELLNG INT SHALL EE
WHOLE HOUSE
VENTILATION SYSTEMS S DE D
A TOTALLED TO SATISFY t�` -
1115.Y1AQG SECTIONS 30312 , 1
l�l J �
(AM AMI CRITERIA FOR ALL'II
oCG1P'AN:1195 CONTIMICIRLY
OPERATING FAUNS)
4) SOURCE SPECFIC E IAIET FOR •t.
Y OPERA** FANS. '^A►s
5) ALL OIIER OCCUPANCIES SMALL
CONFORM TO MEC. 304.
6i) ALL W 00OU ANCES SMALL
CO NEON( TO CHAPTER 5 'RADON
IRESISTIVE N ST
" RIVMEAMINCTCC ANY DEVIATION
14 EXI6TNG WITS/
A.
B.
C.
D.
E.
F.
Cs.
H4.
EMERY SLEEPING ROOM TO HAVE AT LEAST
ONE OPERABLE W 1 OU OR EXTERIOR DOOR
APPiROVED FOR EI'E'AG64CY EGRESS OR iQESOLE.
I) TIE WINDOWS WILL BE OPERAELE FROM TIE
1$IDE TO PROVIDE A FULL CLEAR OPENING
WITHOUT TIE USE OF SEPARATE TOOLS.
2) ALL EGiRESS OR RESCUE WINDOM MOM
SLEEPING iROOMib WILL HAVE A M11411/1
NET CLEAR OPENING OF Si SCARE FEET.
3) THE MINIMUM NET CLEAR OPENNG HEIGHT
DIMENSION WILL BE 24 INCHES (24 TIE
MNNMUM P T CLEAR OPENING WIDTH DIMEN-
SION ON WILL BE 20 INCHES (20').
4) WHERE W11DCUB 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
ALL HABITABLE ROOMS WITHIN A DUELLING
LNIT SHALL BE PROVIDED WITH NATURAL
LIGHT BY MEANS OF EXTERIOR GLAZED
OPBNNGS WITH AN AREA NOT LESS TILAN
ONE TENTH (1/10) OF TIE FLOOR AREA OF
SUCH ROOM WITH A M14PUI OF 10 (1B4)
SQUARE FEET.
ALL HABITABLE ROOMS, EXCEPT KITCHENS
IUTHN A DUELLING WITS SMALL BE PRO'V'IDED
WITH NATURAL VENTILATION BY MEANS OF
OPEE1ABLE EXTERIOR OPEaNNCGS WITH AN AREA
NOT LESS THAN ONE T1DNTETI4 (V20) OF TIE
FLOOR AREA OF SUCH ROOMS WITH A 1'1141111
OF FiVE (5) SQUARE FEET.
ALL SHOILER AREAS SILL BE FINISHED URN A
SMOOTH NONABSORBENT MATERIAL TO A HEIGHT OF
10" ABOVE DRAIN III -ET. THIS MATERIAL SHALL BE
WALLED AS NOTED (OR F OTHERWISE NOT NOTED)
OVER WATER - RESISTANT GYPSUM WALLBOARD. WATER
RESISTANT GWIS SHALL NOT BE INSTALLED OVER A
VAPOR RETARDER OR ON CEILINGS:
DOORS AND PANELS OF SHOVER AND SATIATE
ENCLOStFIES SHALL BE OF SAFETY GLAZING
MATERIAL URN 111141181 23m °PENNCs
KITCHEN RANGE, DRYER BATHROOM AND
LAaINDR"Y ROOM VENTILATION DUCTS SMALL
HAVE SMOOTH, NON -CCP J5TiHLE, NON-
ABSORBENT SURFACE AND WILL BE
EQUIPPED WITH BACK -DRAFT DAMPERS
(INSULATE PER WSEGC WERE APPLICABLE)
N BATHROOM, S, WATER CLOSET COM PART INTS,
LAJkt RY ROOMS, AND SIMILAR ROOMS, A
MECHANICAL VENTILATION SYSTEM CONNECTED
DIRECTLY TO TIE OUTSIDE, CAPABLE OF
PROVIDING 5 (FIVE) AIR O L4IGES PER HOUR,
WILL BE PROVIDED. SUCH( SYSTEMS SHALL
BE CONNECTED DIRECTLY TO THE OUTSIDE APD
TIE POINT OF DISGINAME ILL BE AT LEAST
3'-0" MOM ANY MIMING INTO TIE BUILDNCs
(INSULATE PER MEC. U. APPLICABLE)
EVERY WIT SHALL BE PROVIDED URN HEATING
FACLL TES CAPABLE OF MAIUAINMNG AN
AVERAGE ROOM TEIPERATURE OF 10 DEGREE'S
FAHRENEIT N ALL HABITABLE ROOMS AND
BATHROOMS WEN OUTSIDE AIR TBIPERATURE
IS 24 DEGFEES FAH#RBSEiT.
ALL OCCUPANCY ACCESSORIES SUCH AS GRAB
BMW TOWEL DAM PAPER DISPENSERS,
SOAP DISHES, ETC, PROVIDED ON OR
T (THIN WALLS, SHALL BE WALLED AND
SEALED TO PROTECT STRUCTURAL ELEMENTS
!WM MOISTURE
L EXTEND FIRE-RESIST1VE MALL PIROTECT104
TO TIE SILL PLATE C6*O ANDAOR !IDEA
THE TUBS AND 51401 R UNITS 111104 ABUT A
FIRE -RATED WALL.
J. VENT CILASES 5144L.L BE CONSTRUCTED FOR 1110 -14OTE
FIRE- MI5TfVE 514AFTS WEN REWIRED.
K.
L LMT SHHOIER ROUT TO 2.5 GPf" L PER UPEC.
11AS I IGTON STATE APEND BITS 1LAC 54-26 -11103 -
RLATER ST (b) (2).
Pt
K ALL SHAER STALLS SHALL HAVE
RUE BLOOMS IBETIEEN S►T1L'&
O. CCIPtIC7 4-1EE ENTRY, MAINTENANCE LAMDR'r.
STORAGE AND OTHER SWAM INDCRI DOORS
MIST eE Apo KNG.
ALL Mu Gl lG 1ITNM 10'' CF FUMING
DRAM INLET SHALL BE SAFETY GLASS.
ENTRAiNCE DOORS TO WITS MALL BE 20 MK
RATED AND SMALL HAVE A
DEAD T p LATIQ4 SIN AT LEAST F THFiag U4
PBERATES TIE sTRIKER NOT LEW MIN V2r
DEAD BOLT OR LATO4 TO EE OPERABLE MGM
INSIDE NTHOUT A KEY. E1404 ODOR
KILL HAVE AN ODSE'IRVATIO NI
PORT 54' ABOVE THE FLOOR
•
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REPLACE ve+r COVER *V REPAIR coNaaEtE
CRACK AT VENT OpENNG, SEE STRUCTURAL
CRACK 14 CONCRETE Fp►pATION UAI.
e� aiacnRAL
1""11110 CRAM SPACE 191T LOCATION AT Mal GRADE
SLOPES TOWARDS Melia. NSTALL GALVANIZED IIDOIU YELL
SE DETAIL 2 4 3 ON SHEET Ali
I
NOTE: ALL BUILDINGS AND UNITS SWALL 5E RENOVATED
EXCEPT BUILDING 14 (SENIOR HOUSING) AND
TAE COMMUNITY !BUILDING.
SEE SWEETS 421] THROUGH 421.4 FOR
ENLARGED BUILDING PLANS.
PROPERTY LINE
PROPERTY LINE
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UNIT 14467
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UNIT 14422
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TYPICAL EXISTING GALVANIZED VENT WELL
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UNIT 14430
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SOUTH 146 TH STREET
Architecture and Urban Design
204 First Avenue South, Seattle, Washington 98104
PHONE: (206) 824 7880 / FAX: (206) 622 1766
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� cwueL SPACE ve+r Lor,AnoN, vEIRIFr
REPLACE veer coves, SEE sPECFIcaTICNa
REPLACE ve+r COVER *V REPAIR coNaaEtE
CRACK AT VENT OpENNG, SEE STRUCTURAL
CRACK 14 CONCRETE Fp►pATION UAI.
e� aiacnRAL
1""11110 CRAM SPACE 191T LOCATION AT Mal GRADE
SLOPES TOWARDS Melia. NSTALL GALVANIZED IIDOIU YELL
SE DETAIL 2 4 3 ON SHEET Ali
I
NOTE: ALL BUILDINGS AND UNITS SWALL 5E RENOVATED
EXCEPT BUILDING 14 (SENIOR HOUSING) AND
TAE COMMUNITY !BUILDING.
SEE SWEETS 421] THROUGH 421.4 FOR
ENLARGED BUILDING PLANS.
PROPERTY LINE
PROPERTY LINE
I
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BLDG
IA
UNIT 14467
IT 14471
UNIT 14448
UNIT 14450
UNIT 14452
BLDG
UNIT 14454
UNIT 14456
UNIT 14458
I UNIT 14438
II UNIT 14436
▪ BLDG
E
IINR ,4434
UNIT 14432
UNIT 14420
UNIT 14422
BLDG
F
UNIT 14426
UNIT 14428
TYPICAL EXISTING GALVANIZED VENT WELL
PROPERTY LINE
UNIT 14430
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APPROXIMATE ate►"
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SOUTH 146 TH STREET
DEMOLITION GENERAL Np115
(nI IbICAL a.L umre)
ALL WIT INTERIOR FNISHES SHIA11 BE MIMED DOW TO
EXPOSED WOOD FRAMING. (WOOS) FIRAMING TO IQEMAIN),
NCL(VP6 OUT NOT LIMITED TO CEILNG *V WALL GIIE,
CAa,ET6, MILLWORK, WOOD AND RUBBER BASE, DOORS Al4D
DOOR NARDWARE. FLOOR FISHES TO BE FtEMOvED TO
PLYWOOD SUBSTRATE. NOTE SPECIAL CONDITIONS AT WIT
KITTEN AND BATHROOMS. REFER TO DEMOLITION NOTES
BELOW AND THE SPECFICATICN FOR ADDTICONAL IEOR IATION.
(REFER TO FINISH SCHEDULE TO INSURE ADEalATE SUBSTRATE
PREPARATION FOR NEW FNISIE$.
SAALYAAGE ITEMS: SALVAGE FOR RETURN TO OILIER ALL ITEMS
NOTED °SALVAAGE ".
-- AA bTOS COWAN,* MAMMALS IICLtuDE, BUT ARE NOT
LIMED TO THE FOLLOWING: TEXTURED CELMNGS, FLOOR TILES,
FLOOR AND BABE MASTIC, GM TAPE/COMPOUND. (REFER TO
NAZ -MAT REPORTS, WHICH ARE NCLUDED N THE
SPECIFICATIONS. CONTRACTOR TO INSURE DEMOLITION OF THESE
MATERIALS FOLLOW THE GUIDEL.MES OF WASHINGTON STATE
LABOR *V MDUSTRES, PUGET SC1 D GLEAN AIR A ABNGY AND
ALL OTTER APPLE FEDERAL, STATE AND LOCAL
AGENCIES.
DEMOLITION NOTES
5 CARPENTRY
(REPLACE SELECTED PERIMETER POSTS N GRAULSPAO.
1111-ERE SOIL IS 14 CONTACT WITH POSTS, POSTS SHALL BE
REMOVED OR ELEVATED ONTO A C.ONCRETE PAD.
ASSUME 2W BOARD FEET TO BE AFFECTED. SEE STRUCTI,I?AL..
-- DEMO FLOOR FMNISES AND PLYWOOD SUB TO
EASED FRAP LNG AT ALL KITCHENS, BATHNOOOMS ANC?
LAUNDRY ROOM&
INSPECT EXPOSED R4AMNG FOR DRMYROT AND REPORT MY
STRICIURAL DAMAGES WORE APPLYING NEW FINISHES REFER
TO WIT PLANS FOR LOCATIONS.
-- REPLACE AND FRAME ALL WINDOW ROUGH OPENNESS
C
-- RFMOvE ALL KITCHEN CABINETS, GOW 1'ERTOPS, ll
BATHROOM %owl S.
INSULATION
-- REMOVE DAMAGED EXISTING NBLLATICN N EXPOSED
CAVITIES AND GRAIL SPACES MNCLLDN* INSULATION WRAP AT
DUCT WORK.
POOR 4 WINDOU5
-- REMOVE ALL NTERIOR DOORS 'RA4I"E.S ANA NTEiR'IOR
CLOSET DOOR6iFRAPES. REI1OVE DOOR HIARDMJAIRE
-- REMOVE ALL EXTERIOR ENTRY DOORSFRAMES.
- RE7MO'vE ALL EXISTNG ALUMNI(( MOM. DEMO ALL ROUGH
OPENING.
-- REMIOME EXISTNG M* cW BLIDS/SHIADES.
FINISHES
-- R1310'VE ALL GIB AT MIM41.LS AND CEILINGS INSPECT AT
EXISTNCs C.AVATES FOR STRUCTURAL OR
(BAYER DAMAGE REPORT MY DAMAGE IMMEDIATELY.
-- MIME EXISTING vCT/SHEET AMYL AND UIDERLAYI B T
CKWN TO !REMOVE ALL FASTENER& PREPARE NEED
,Ste -FLOOR TO O1vE N E10 1914181495.
SPECIALTIES
-- OUTDATED SiGNAiGE.
EQUIPMENT
-- REMOvE ALL 1DdST1NG APPLIANCES.
PRIOR TO REMOVING FROM SITE ALUM OWNER OPPORTUNITY TO
SALVAGE MY APPLIANCE THEY KM TO KEEP. SUCH SALVAGED
UNITS MALL BE HAULM OFF -SITE BY KC.NA, REMANNG UNITS TO
eE HALED OFF-SITE BY CONTRACTOR
PLUMBINCv
-- 14131OVE ALL F1.1111 360 RXTURES AT ALL 111T5, INCLUDING
KITOWN St Z, BATH ROOli LAVATORES, MATER CLOSETS,
T1115I5H101E 'S AND 514o WT'S AAFD FAUCETS. SEE
MECHANICAL
SO
WENTILATIOK
-- R1310vE ALL ELECTRICAL BASEBOARD HEATERS IN ALL
WTI.
+ - 1E MOVE ALL DdSTING 71E31'IOTTAT5 14 ALL INT&
-- 1RBDVE ALL IN IT RANGE WO D&
• T4310VE ALL MIT BATHROOM EXHAUST FIN.
-- REM& ALL WV DRYER MET prti I&
- IEMGME ALL ELECTRICAL MP, COVER
PLATES SEE air..
-- wow Ail DORM LSIiAIlR MOW DCXMEIEU.S.P.C.
PAM& f
NEW CONSTRUCTION NOTES
(TYPICAL ALL 4
RQIYs G ARPEN?RY
-- ANCHOR SILL PLATES TO FtMX VATION ML4LL6. REFER TO
DUILDNS PLANS FOR PERrIETER DIMENSIONS. SEE STRUCTURAL
-- REPLACE EXISTING MARL SPACE VBrT5. TYPICALLY, (2)
PER WIT EXTERIOR PERI1ETER FACE. SEE BUILDING PLAN.
NbTALL SELECTED NEW PERIMETER POSTS N CRAItLSPACE.
SEE STRUCTURAL. AS6tdE 2,00 BOARD FEET.
- - INSTALL BEAM-TO-COLUMN TIES EACH SIDE AT TOP OF ALL
ORAI1L. SPACE POSTS SEE STRUCTURAL.
-- PROVIDE METAL STRAPS OR HOLDDOIWS FOR STRUCTURAL
SYSTai TO RESIST WI AND EARTHQUAKE FORCES SEE
STRUCTURAL
-- INFRA/1E ALL wtDow oPe+rre.
- _
REFRAME ALL INTERIOR CLOSET DOOR OPENING, SEE
FOR TROUGH OPENING SIZES AND SEE
STRUCTURAL DRAWII4GS FOR HEADER DETAIL&
-- FRAME OUT ALL KITCHEN PASS-114R01046, FNISM WITH GIIE
AND PANT TO MATO4 ADJACENT (HALL AREAS.
• SVIRAT1E KITCIEN! OPENINGS, WE'RE IDICATED ON
ARCHITECTURAL DRAl1IM&
-- INSTALL NEW 3/4' CDX PLYWOOD AT WIT
KITCI#TIS, AS NEEDED AND ALL BATHROOM&
-- PROVIDE BLOOKNG FOR ALL NEW TOWEL BARB, MIRIRORB,
DOOR STOPS, ETC.
- - PROVIDE DRAFT STOPS AT ALL PARTY WALLS SEE DETAL 5
ON SHEET A621
-- PROVIDE ATTIC ACCES PANELS FOR ALL WITS. MIAMI SIZE
SMALL eE 22'X3D', SEE WIT PLAN AND DETAIL 4 ON SHEET A621
MILLWORK
- - NSTALL NEW LATER OR MILLWORK TH RCUS4OUT: NCL I?I1r
DOOR J1 6, WDOW SILLS, WALL LASE, AND OTHER MC. TRIM
PER ARCHITECTURAL INTERIOR ELEVATIONS
-- INSTALL RN WOOD HANDRAILS AT ALL STAIRS (I) PER STAIR
CASEWORK
-- NSTALL ALL KITCHEN CABINETS, BATHROCOMI YANITES ANC
COUNTERTOPS. REFER TO ARC NTU R AL NTERIOR ELEVATIONS.
INSULATION(
- - REPLACE 11MP INSULATION AT EXTERIOR PERIMETER
WALLS, CEILINGS ANA AINAS MADE ACCESSIBLE AT MIMED
KITCIE1NIBATH SUEFLOORS.
INSULATION AT CELIIG6, BELOW ROOF, MST MEET CURRENT
Y CLOVES (R -30).
4
-- INSTALL P43) EXTERIOR ENTRY.
-- WALL tau INTERIOR DOORS AND NTERkOR CLOSET DOORS
REFER TO DOOR SCHEME AND SPECFICATICN6
• NSTALL NEW EXTERIOR WINDOM SEE SPECFICATTONS.
REFM* SILL AND S2 C J PERIMETER AS RECURED
FOR PROPER MNBTALLATKON .
FINISHES
- - INSTALL IhEW G a TEXIIIFE (ORANGE PEI.) AND PANT.
-- INSTALL NEST CARPET AS PER AROVECTURAL FINISH
• NSTALL NEW VINYL TILE IC SHEET VINYL PER FIMSH
gairrerr
-- NSTALL NEW, KG HA SUPPLED AAPPLI ANCE& (FOIL)
MtlitHM
-- *STALL PEW VERTICAL ELMS AT ALL (NIT MOON NV
6-IDNG GLASS DOORS THROUGHOUT, SE ePECIFIcATICO5.
PLLI BNCx
WA C:
(SEE )
-- *WALL NEW PLumer4 FIX 11/495 AT ALL UNITS I CUIDO s
KROEN4 SINKS, BATHROOM LAvATGIREb, WATER CLOSETS, TUBS,
SCREW EII ROtNEOl AND FATS. SEE PE#N
SE SPECIFIC•ATION&
-- (REPAIR AND ADAIp Edna MIER PPI6 IC
CalECTIOte TO ACCOMCOA1E N ES flit/ :S.
-- PRAIIDE A RPPA PRISNINE PIN PAN.
ABOEMELY), ITN A HOT BOX D0111151PEAll OF TIE 005TVE'i
DCRE5TIG WATER METER PROVIDE POWER SAN( E FOR MOT
DODO
-- ,.Ti AAL ALL NEW COPPER PLUMS
THICIENOUT.
-- WAVE CAM FOR DRYERS ARID wAIS !looms MR
-- MALL MOCIND MYE R veer MIN EliCK -D116 ! DIWIPER
-- WALL 1I'ltler WAIT OL PILLED IMAMS
41114 SEE WIECIPICMONI.
-- SMALL IOW 1411178111196111LE THE( 17irA1IE, MME
recinciieva
vBdRA7101k
--
INIPTALL 18111 ROME 1100174 11111 AL MIK _
ELEciRicAl.
• PROVIDE ALL NEW ELEGT'RICAL SYSTEM NG.4VNG PANELS
AND MIRNCs PROVIDE FOU THI WE FOR LAUNDRY ROCK
PROVIDE TELEPHICNE AND CAM MIRNG TO LIVING (ROOM
AND ALL BEDROOMS
-- INSTALL NEU SWITCHES, OUTLETS AND COMER PLATE$.
-- INSTALL NEW LIGWTNG FbCTURE6, SEE SPECFICATIONS.
-- INSTALL NEW DOORlIELLS.
-- PROVIDE GFCI WERE (REQUIRED BY CODE, SEE ELECTRICAL
• PROVIDE WIRCNta, AS NEEDED, FOR NEW RANGE HOODS,
ENSURING DIRECT VENTNG TO OUTSIDE.
-- INSTALL NEW, H A -MIRED SMOKE DETECTORS. WOKE
DETECTORS SI4AU. BE RIMMED BY OMIER AND WALLED
BY CONTRACTOR SEE SPECFICATIONS.
FLOOR ja,At I AD VIAT ONS
AA • AMC ACCESS PANELS, DI'ENSICN5 ARE
22' x 3r, MN.
REF s REFRIGERATOR
FE • FIRE EXTINGUISHER
U14 • ELECTRIC NOT WATER HEATER
F• ELECTRIC RIONACE.
W • WASHER (NEC) PROVIDE H(OC)K -UP ONLY
P. DRYER NEW PROVIDE HOOK -IF ONLY
RIS • DOUBLE SHELF 4 MOD TYPICAL • ALL
11EDROCM CLOSET&
MC • !MEDICINE CABINET
TB • TOWEL BAR PROVIDE BL.00ICNG
MIRK • MIRROR
TPH • TOILET PAPER HOLDER
UNTO. • UNLESS NOTED OTHERAI SE
LEGEND
DOOR TYPES
vamp= try
A
I *LAlED
DOOR NOTES
L AU. EXTERIOR DOOIRIS ABBE U • MNStLATED METAL.
2. LEVER HARDMRE TO BE USED • ALL (NT&
B
MERIOR HOLLOW
GLOBE WOOD
•
.- •
C _
3. ALL A CE,ADB�OR - LOCKNr LAT t MIL THROW
(• 5'- o',aFF)
iiiicH PENETRATES THE 8TR10ER % ' MEN.
D
11.0 r NOR
W11HI IMO TRM
DOOR LEGEND
306s B
100114 T
TYPE
uar- FIRST FLOOR RAN
FINISH SCHEDULE
tali ROOM
xxx /x
1.vCT
2. SHEET VNYL
3. CARPET 1W PAD
L PAWED PVF TRIM
2. NO !LASE
3. ton PANTED I'DF STAIR SKIRT
4. 4' MEER BASE
SALLt
L PAINTED TEXTURED GIIE
2. PANTED TEXTURED WATER- F1ESI*TANT GIB
L PANTED TEXTURED GIB
WINDOW ItfOF�"1ATION:
11422LLECIEN12 .11M211,MM
(2) 2640 SL
POSER OF MN)OMS-
(2' -6') MOTH
(4' -O') HEIGHT
TYPE
WII470W NOTES
L PR VVVE EVERY WIDOW WITH VENT PORTS, OP91P AEA NOT LESS
THAN 4 SQ NOES
2. PROVVDE DOUBLE PANED GLASS N ALL MCOMII. ALL WINDOW MN IS' a DOORS SMALL NAVE
'WSW W GLASS. ALSO PROVE* TEPPEIRED GLASS WIN W OF FLOOR.
3. ALL MAE.MIOMB ARE VNYL I SHALL PEET THE FOLL011#6 IREGUIFIE 4TB:
A VISIBLE T!?AMM'ISeicN GREATER THAW OR EQUIVALENT TO 695.
Q SNADNG GOEFF10ENIT LESS THAN OR EWYALB41 TO A9 OR SOLAR HEAT GAN COEFFICIENT
LESS THAN OR EG VALBIT TO 43.
C . IINTEIR U -VALUE LESS THAN OR EGUIVAL91T TO 33.
4. THE SMALLEST EGRESS WOOS B 4045L. TIE MAXIMUM SILL HEIGHT FOR EGRESS UNDO& IS 44'.
5. FONT* 00801RED GLASS AT ALL BAIWPD I1 UNDO
6. PEW MSDOMB SHALL BE PLACED AT EXISTNG ROUGH( GPW2&
monowwwwwwwool
BEDROOM
3 /1 /I /1
1
CENTER DOOM N
OPENING
CENTER DOORS N
OPENING
311i/11.
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14440 41ST AVENUE SOUTH TUKWILA, WASHINGTON
KING COUNTY HOUSING AUTHORITY
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204 First Avenue South, Seattle, Washington 98104
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204 First Avenue South, seems Washington 98104
PHONE: (208) 624 7880 / FAX: (206) 622 1766
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KING COUNTY HOUSING AUTHORITY
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DE6IGN CRITERIA
I. ALL MATERIALS, UJORICMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO TINE DRAWINGS, SPECIFICATIONS, AND THE INFORM 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
STAIR AND CORRIDOR LIVE LOAD
WIND
EARTHQUAKE
SEE PLANS FOR ADDITIONAL LOADING CRITERIA
TI-E WORK
14. FEE WIRE SHALL CCFORI TO A51M A!i.
25 PSF
40 PSF
60 P5F
125 P5F
ROOMS) 125 PSF
100 PSF
80 MPH, EXPOSURE "B"
ZONE 3, R : 55
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJINCTION WIN ARCHITECTURAL AND ALL OTHER DISCIPLINES' DRAWINGS FOR BIDDING AND CONSTRUCTION.
CONTRACTOR SHALL VERIFY °PENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
DISCREPANCIES: NE CONTRACTOR SHALL WW1 THE ENGINEER IN WRITING, DURING THE BIDDING PERIOD, OF ANY DISCREPANCIES OR OMISSIONS NOTED ON
TI•E DRAWINGS OR IN NE SPECIFICATIONS OR OF ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODES, RULES AND REGULATIONS. UPON RECEIPT OF SUCH
INFORMATION, Tl E ENGINEER WILL SEND MITTEN INSTRUCTIONS TO ALL CONCERNED. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR, AND WORK SHALL BE PEA IN A MANNER AS DIRECTED BY NE ENGINEER.
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, I"EMBER SIZES, AND CONDITIONS PRIOR TO SING ANY WORK ( ALL DIMENSIONS OF EXISTING
CONSTRUCTION SWOUN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MIST BE FIELD VERIFIED BY THE CONTRACTOR OR TUNE CONTRACTOR'S
SUBCONTRACTOR
5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR TI-E STRUCTURE AND STRUCTURAL COMPONENTS INTIL ALL FINAL CONNECTIONS HAVE BEEN
COMPLETED IN ACCORDANCE WITH TI-E PLANS.
ERECTION PLANS AND DETAILS OF SWORING SYSTEMS SHALL BE PROVIDED BY TI-E CONTRACTOR- DESIGN CALCULATIONS AND DRAWINGS ARE TO BE STAMPED
BY A LICENSED STRUCTURAL ENGINEER IN TIE STATE OF WASHINGTONL TWO SETS OF CALCULATIONS AND DRAWINGS ARE TO BE SUBMITTED TO TIC STRUCTURAL
ENGINEER FOR REVIEW. THIS GLORY REVIEW WILL CHECK THE CONTRACTOR'S ENGINEER WAS COMPLETED TIE LOAD PATH TRANSFERING ALL TI-E
BUILDING'S DEAD LOADS AND CONSTRUCTION LIVE LOADS DOWN TO NATIVE SOILS. Tl-E 51- O,66 SHALL NOT BE SUPPORTING ON T!-E EXISTNG STRUCTURE
CHANGES IN FIELD CONDITIONS DURING CONSTRUCTION WILL REQUIRE RE- EVALUATION BY THE CONTRACTOR'S SNORING ENGINEER
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND NE METHODS, TECI- MOUES, SEQUENCES OR PROCEDURES REWIRED TO PERFORM
1. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN ILRITNG TO T4-E ARCHITECT AND STRUCTURAL ENCsINEER FOR APPROVAL PRIOR TO FABRICATION OR
CO STRUCTION CHANGES NOUN ONLY ON 5140P DRAWINGS WILL NOT SATISFY THIS REQUIREMENT.
8 DRAWINGS RNDIC4TE GENERAL. AND TYPICAL DETAILS OF CONSTRUCTION. UN$RE CONDITIONS ARE NOT SPECIFICALLY NDICATED BUT ARE OF SIMILAR
CHARACTER TO DETAILS 51404N, SIMILAR DETAILS OF CONSTRUCTION WALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY TIE ARCHITECT AND TI4E
STRUCTURAL ENGINEER.
INSPECTION: CONCRETE CONSTRUCTION, DRILLED AND EPDXIED BOLTS, RODS AND ANCNOFS,
SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 108 AND SECTION TTOI CF NE INIFOR'1 BUILDING CODE AND TI-E PROJECT SPECIFICATIONS BY A
CIUALIFIED TESTING AGENCY DESIGNATED BY THE ARG4ITECT. TIE ARCHITECT ,AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITI4 COPIES OF ALL INFECTION
REPORTS AND TEST RESULTS
RATION
10. DEMOLITION: CONTRACTOR SHALL VERIPr ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHIOR% SHALL BE INSTALLED TO SUPPORT
EXISTING CONSTRICTION AS REQUIRED AND IN A KAMER SUITABLE TO TIE WOW SEQUENCES. EXI5TIN3 SHALL BE SAVED Ut1`ERE AND AS NOTED
ON TIE PLANS. SAW CUTTING, IF AND WI-ERE USED, S144LL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS 514ALL NOT BE ALLOUED
TO DAMAGE OR OVERLOAD TIE EXISTING STRUCTURE. LIMIT CONSTRICTION LOADING ( INCLIDNG DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF.
A ALL NEW OFEN 5 TUG EXISTING UIALLS, SLABS AND BEAMS 5H1.41,1 BE ACCO'1PLSED BY SAW CUTTING LINER POSSIBLE.
B. CONTRACTOR 51 -TALL VERIFY ALL EXd$TII■IG CONDITIONS AND LOCATION OF SRS PRIOR TO CUTTING ANY OPENINIGS
C. SMALL WAND OPENINGS SHALL BE 44CCOIPLISHED BY CORE DRILLING, F POSSIBLE_
IL ALL EXTERIOR MASONRY AND CONCRETE WALLS SHALL BE NSPECTED AND REPAIRED AS FOLLOW):
FOR MASONRY, SCRAPE ALL LOOSE AND WEAKENED MORTAR OUT TO FILL DEPTH OF TIE DET'ERRORATIONI REMOVE AND REPLACE ANY LOOSE M 45ORY LHTS
FOR CONCRETE, SEE STRUC1JTl AL DETAILS FOR EPDXY- GROUTINNCs CRACKS. TI-E CONTRACTOR 51.L4LL NOTIFY T1-E STRIJCTI.RAL ENGINEER AS TO 11-E FINDINGS.
12. CONTRACTOR 5+ -TAU_ C. GK FOR ROT AT ALL EXTERIOR WALLS, EXISTIdCs TOILET RCM FLOORS AND WALLS, AREAS SNOu G UNATER STAINS, AND ALL WOOD
mEmBERS IN BASEMENT AND CRAW_ SPACES ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL. BE REPLACED OR REPAIRED AS DIRECTED BY
THE STRLiCTIRAL BC1M R OR ARC•NITEGT.
COCRETE
13. CONCRETE SHALL BE MIXED, PROPORTIONED, CONvEYED AND PLACED 1N ACCORDANCE UNTH1 LBG SECTION I905 AND ACI 301. CONCRETE 514OE ATTAIN A
28 DAY STRENGTU OF re = 2 0 PSI A}4) MIX SHALL COITAN NOT LESS NAN 5112 MOCKS OF CBIENT PER CLOG YARD .AND SHALL BE PFdOPORTTOI ED TO
P'RODUC:E A SU"F' OF 5" OR LESS.
T E MPJIJI AMOUNTS OF CEMENT AM MAXIMUM ANOINTS OF WATER MAY 8E CWANGED F A CONCRETE PERFOR!1ANCE MIX IS SUBMITTED TO TI-E STRUCTURAL
ENS EER AND TI•E BULDNG DEPARTMENT FOR APPROVAL TWO LEEKS PRIOR TO PLACING ANY COMTE TIE CONC BETE PERFORI1ANGE MIX SHALL INCLUDE
THE 4MW4T5 OF CB 4t FINE AND COARSE AGGREGATE, WA1 R AK) ADMIXTURES AS ULL A5 THE WATER CS'B4T RATIO, sump, CONCRETE VELD AND
SLBSTANTIATIP.NG STRENGTW DATA N ACCORDANCE WITW MC SECTION 19053. REVIEW a MIX SU8"1ITTALS BY TIE 9irshEER OF RECORD INDICATES ACT NAT
CATION PRESENTED MEOWS GENERALLY UM CONTRACT Doo.rerrS. CONTRACTOR OR SUPPLER MAINTAINS FILL RESPO SBILITY FOR SPECIE D
FERFORiAtCE.
ALL CONC RETE UTW SAFA>CES EXPOSED TO STAMIVCs WATER SHALL BE AR- ENTRAINED WTW AN AR AGElfr TO ASTM 0260 -94,
C494 -92, C&6-94a. 0999 -93 Ah[7 Clvri -fit. TOTAL AR CONTENT SMALi BE IN ACCORDANCE WTN TABLE 19-A -1 OF NE IJrCJRM Jm% CODE.
b. EPOxr I ADI-ESIvE ITEMS SPECF D ON NE DRAY SALL. BE RIMMED 11T 4 11Y -b0 ADNIESIvE SYSTEM AS MANLFACTURED BY ►4LT1, PC. OR AN
APPROVED ALTERNATE NAT 446 1 8O TEST DATA FOR TI.ER 5PECFlC PRODICT AND APPLiCATlON. WALL N STRICT ACCORDAICE i1JTH 1.W REPORTS
FOR SIPECIRC EP+OX Y &i.E55 NOTED OT SE ON 1 14E STRICTIRAL L' _ +SOLE SIZE SHALL BE yr LASER T144N BAR coo OR BOLT 5QE. NOTE: NO
as . D.6 s TO T. PLACE Lr i i 24 aF vas Ear r�R .ate* _
ily. CONCRETE "ISO R"' J4T 544.1. BE CONSTRUCTED OF GRADE N. TYPE = N$T5 GONFOe/P*4 TO 2 5 1 M CSC, N A : BOLD_ preeAR 5•444_L
BE -,12 'S" PER TAB 21-A OF TIC ;rBC_ C OI +T SELL CONFar TO UBC REGUREreiTS AND ATTAIN A r'WdU! C.011P ESS E 5TREW44 OF 2000 PS AT 28
DA`'5.:GNi F 500 . PRer TES' NG 15 REWIRED Pi ACCORDA10E i r 4 IC SECTiONi 21053.
... CO t hNG REWORCEoeir OR EMEDDED 5 AND 4.1 t 5 BEM GRADE 1!71+ GROUT
GENERAL STRUCTURAL NOTES
(The following apply unless shown otherwise on the plane)
UDCO
11. FRAMING LIMBER SHALL BE KILN DRIED, AND GRADED AND MARKED IN CO FORMANCE WITIa WCLB. STANDARD GRADING RULES FOR UST COAST LIMBER NO.
16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS, UNLESS OTHERWISE NOTED ON THE PLANS:
JOISTS: (2 X TrEMBER6) DOUG FIR • 2
MINIMUM BASIC DESIGN STRESS, Ft? :900 P51
(3 x AND 4 x MEMBERS) DOUG FIR • I
MINIMI BASIC DESIGN STRESS, Rb : 1000 PSI
BEAMS AND STRINGERS:
(INCLUDING 6 X 10 AND LARGER MEr78ER5) DOUG FIR • 2
MINIMUM BASIC DESIGN STRESS, Fb : 815 PSI
POSTS AND TIMBERS: lb X 6 AND LARGER)
STUDS, PLATES I MISCELLANEOUS LIGHT FRAMING:
BOLTED FRAMING: STUDS, LEDGERS, AND PLATES
DOUG FIR 'I
MINIMUM BASIC DESIGN STRESS, Fb : 1200 PSI
DOUG FIR STANDARD GRADE
MINIMUM BASIC DESIGN STRESS, Fb : 515 PSI
DOUG FIR *2
MINIMUM BASIC DESIGN STRESS, Fla : •00 PSI
18. PLYWOOD SHEATHING SHALL BE GRADE C D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WIN UBC STANDARD 23 -2. SEE PLANS FOR
THICKNES5, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS.
19. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE FRESSURE7TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS
OF ASPHALT - IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC, AND CONCRETE OR MASONRY.
20. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "5TRO45-TIE" BY SIMPSON COMPANY, AS SPECIFIED IN TWEIR CATALOG NO.0 -2003.
EQUIVALENT DEVICES BY OTHER MANIFACTURERS MAY BE SUBSTITUTED, PROVIDED tl$Y WAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.
PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANNFACTURER CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE M4N.FACTURER'S
RECOM"ENDATIONS. WI-ERE CONNECTOR STRAPS CO•ECT TWO MISERS, PLACE ONE -HALF OF NE NAILS OR BOLTS IN EACH MEMBER ALL BOLTS IN WOOD
MEMBERS SHALL CO•FORI TO A5TM A301. PROVIDE WASHERS UNDER NE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS
NOTED OTH-ERWISE, ALL NAILS SHALL BE COI TD( ALL SWIMS SI44LL BE SEASONED AND DRIED AND TIE SAME GRADE (MINIMUM) AS METERS COMECTED. ALL
JOISTS SHALL BE COMECTED TO FLUSH BEAMS WIN 'U" SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "WU"
SERIES JOIST HANGERS. ALL TRIPLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WIN "I-U' SERIES JOIST HANGERS.
21. WOOD FRAMING NOTES -- THE FOLLOWING APPLY UNLESS OTHERWISE SHOILN ON NE PLANS
A. ALL WOOD FRAMING DETAILS NOT SHOtLN OTI-ERW15E 514ALL BE CONSTRUCTED TO TI-E Mh4IMUM STANDARDS OF TIME UNIFORM BUILDING CODE. MINIMUM NAILING,
UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23- II -B -1 OF TIE UNIFORM BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON.
COORDINATE TI4E SIZE AND LOCATION OF ALL OPENINGS MECHANICAL AND AR(•NITECTURAL- DRAWINGS. PROVIDE UL451aERS UNDER Tl-E DADS AND NUTS OF
ALL BOLTS AND LAG SCREWS BEARING ON WOOD.
B. FLOOR AND ROOF FRAM & PROVIDE DOUBLE JOISTS AROUND ALL OPETlINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING • S' OC.
AND SOLID BLACKING AT ALL BEARING POINTS. COORDINATE TI-E SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL. AND MECHANICAL. DRAWINGS.
TOENAIL JOISTS TO BEARING SUPPORTS WITH TWO I6d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WIN SIMPSON METAL JOIST HANGERS N
ACCORDANCE WTTI4 NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETI.ER WITH Ibd • 12" O:C. STAGGERED.
UNLESS ONERUISE NOTED ON TIE PLANS, PLYWOOD ROOF AND BOOR 51-EATNING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED
WITH 10d NAILS • 4" 0.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SWOON ON PLANS AND • 12" O.C. AT FLOORS TO NTER IEDIATE SUPPORTS. ALL
FLOOR S14EATHNG EDGES SI -k4LL WAVE APPROVED TONGUE7AND GR04VE JOINTS AT IPELOGKED EDGES OR SHALL BE SUPPORTED WIN SOLID BLOOG•G.
TOENAIL BLOCKING TO PLATE WIN lt7cI • 12" OL. OR (3) Ibd EACH END AT SUPPORTS UNLESS OTHERWISE NOTED.
AB
ADD'L
ADJ
ALT
ARCH'L
ATR
BLDG
BLKG
BM
BOF
SOT of S
BR
BTWN
G
GIP
GJP
CL
CMU
COL
GONG
CONN
CONT
CTRD
CTSK
DB
DBA
DET
DF
DIAL
DWG
DWL
EA
EF
EL
EMBED
ENGR
ES
EW
EX
EXP
EXT
FB
FDI'v
FIN
FLR
FTG
GA
GEN
c3L
GR
GWB
0.10
HCPRIZ or -4
HISS
Kr
ILO
IIY""
ANCHOR BOLT
ADDITIONAL
ADJACENT
ALTERNATE
ARCHITECTURAL
ALL THREAD ROD
BUILDING
BLOCKING
BEAM
BOTTOM OF FOOTING
BOTTOM
BRACE
BETWEEN
CAMBER
CAST IN PLACE
COMPLETE JOINT PENETRATION
CENTERLINE
GONG RETE MASONRY UNIT
COLUMN
CONCRETE
CONNECTION
CONTINUOUS
CENTERED
COUNTERSINK
DOUBLER PLATE
DEFORMED BAR ANCHOR
DETAIL
DOUG FIR
DIAGONAL
DRAWING
DOWEL
EACH
EACH FACE
ELEVATION
EMBEDMENT
ENGINEER
EACH SIDE
EACH WAY
EXIS
EXXPANS 'ON
EXTERIOR
FLAT BAR
FOUNDATION
IAN
FLOOR
FOO-tN&
GAGE
GENE
GLUE L.Ara ATEC
GRADE
GYPS WALL BOARD
HOLDOWN
HORIZONTAL
HOLLOW STEM - SECTION
HEIGHT
INSIDE PIArIETER
1 11 1 bak L GROSS
1N1TERmoR
ABBREVIATIONS
JST
Ld
LG
Ls
LSH
LSL
LVL
MATL
MAX
MB
MESH
MIN
MISS
MTL
NTS
oc
OD
OH
OPNG
OPP
O5B
OVS
P. T.
PERM
PERP
PL
PLYWD
PSL
PT
'REIN F
RREQD
SC
S5
SSL
STD
STIFF
STL
STRUCT
SUPT
SW
� G
"HID
ThIRU
TCY
OF
...
YP
IUON
'VERT •►- V
vr
vs/
WD
JOIST
DEVELOPMENT LENGTH
LONG
SPLICE LENGTH
LONG SLOTTED HOLE
LAMINATED STRAND LUMBER
LAMINATED VENEER LUMBER
MATERIAL
MAXIMUM
MACHINE BOLT
MECHANICAL
MINIMUM
MISCELLANEOU
METAL
NOT TO SCALE
DIAMETER
ON CENTER
OUTSIDE DIAMETER
OPPOSITE HAND
OPENING
O PPOSITE
ORIENTED STRAND LUMBER
OVERSIZED ROUND HOLES
POST TENSIONED
PERIMETER
PERPENDICULAR
PLATE
PLYWOOD
PARALLEL STRAND LUMBER (PARALAr'
PRESSURE TREATED
REJNFCRG!NG STEEL
REQUIRED
SUP CRTflCAL
SIMR�4
SELECT STRUCTLRA.
SHORT S;.OTTED HOES
STANDARD
!S IFFENER
S'`EEL
S'RUGTURA_
SUPPC RT
SHEAR WA -L
TOP
TONGI.E AND GRGC E
THREADED
THROUG -I
TOP OF GONCRE E
TOP CF F00
TOP OF WALL
TYPICAL
UNLESS OTHERV E 'NOTED
VER -ICAL
VER
WOOD
WELDED TREADED STUDS
WELDED WE +VIES•■
I.
or pocrlit
P
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MIMIC MAX
11415 De:COW 046 se. •sekrsm
°sr APPLICA1104 NO a •etas
11101/16 TRUK
SCALE:
PLOT DATE:
CAD FILE: `
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Lrchitecture and Urban Design
04 First Avenue South, Seattle, Washington 9810 -
HONE: (206) 624 7880 / FAX: (206) 622 1766
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WIRES
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INTERIOR
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14
1
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I' -0 "oc AT t OFL
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.IOW VENT
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I
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Kr ;eoft
6 r- �'
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% at/ N N -51-x?
no ( UT 'C11CN
NOTE: WALL ABOVE
NOT SNOILN FOR CLARITY
SILL OF WALL ABOVE
ANCHOR PER 51540
NEW VENT
PER ARG4-1'L
MAJOR VENT FAIR (t r. 3 ")
14
lea
6"
EIFO^
INLECTM
SEE 555t
DR � x
NO.--51 C
EX. EXTERIOR
SLAB
EX. CONC.
STEM WALL
EXTERIOR
ME ; 7: z.-ie
to
REPAIR AT EXISTING POMMY
(LOCATE PER ARCHIL)
FULL CRAB FOR
FULL WIDTH
PER
ARCN'L
SECTION
INTERIOR
• 1Oc1 6 "oc
EXIST.
ExTERiON
GRADE
EX. CONC.
FDN. WALL
NILTI X -DNIT2 FASTENERS
.18 "oc,(2)NIH.e OF SILL 1E
REMOVE AND REPAGE
PLYWOOD AS NECESSARY
REMOVE EX. WOOD SILL
PLATE AND REPLACE
w/ 2x TREX (or EQUAL)
WOOD POLYMER LUMBER
FLooR OR WoF
TYPICAL EXIMOR CRACK *PAIR
FILL CRACK w/
EPDXY INJECTED
GROUT FOR FULL
WIDT1-I t $-EKi4T
CF CRACK
Ex#5T'G CONCRETE
FACADE L L4LL
ISCISTRIC Y
ExS "'s
c .14X-X) .R5
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111110110111~ 2 �
CQIQEIE mu. REPAIR � AT GPEIiGb
I
10
AS FECUND
Ab MINED
I
I
REPLACE MIN. lb" E/
ONE SPACING OF ' JjIST SPACING
EX. JOIST -~--_ (VERIFY)
3/4" PLYWOOD
TO COVER
ACCESS HOLE.
NAIL W/ I0d
• b "oc
EDGES
ELM
NOTE: CR'AWLSPACE ACCESS
IS RESTRICTIVE IN SOME AREAS
DUE TO DUCTS, PIPES, AND
LOW HEADROOM.
FIRST FLOOR
4"
MIN
AT EXISTWJ WALL
J1_201,ELEEDMILAR
6
NEW 3/4" PLYWOOD
TO COVER ACCESS
HOLE
EX. JOISTS
Ex. CONC.
FDN. WALL
12
NEW 3/4" PLYWOOD
TO COVER ACCESS
HOLE
EX. JOISTS
EX. BL.OpCMG
EX. CONC.
PDN. WALL
/4TXtST WLL
ai/ JOISTS PARALLEL
55 TO
CUT EX.
PLYWOOD TO
CENTERLINE OF
EX. JOISTS
EX.
PLYWOOD
• '
• I �?,I 0I 110WO •
•
SECTION
NEW NAILING
NEW PLYWOOD
EX. JOISTS
REPLACE AS
NECESSARY
(VERY RARE)
032
13
18 i
MAE
EX. HEADER
OR DOUBLE TOP IE
NEW DOUBLE
2x'5 FLAT
MATCH WALL
THICKNESS
lb" EX.
JOIST SPACING
(1/I<RIFY)
CUT EX.
PLYWOOD TO
CENTERLINE OF
EX. JOISTS
REPLACE MIN.
ONE SPACING OF EX.
EX. JOIST PLYWOOD
Mb
VARIES b'-O" MAX.
MU =SET i
ZOO
i
,.-NEW NAILING
NEW
PLYWOOD
EX. JOISTS
REPLACE AS
NECESSARY
(VERY RARE)
NOTE:
WHERE PLYWOOD or JOISTS ARE ROTTING, SOFT OR OTHERWISE DAMAGED,
REMOVE I REPLACE. MATCH EX. PLYWOOD THICKNESS. CUT OUT PLYWOOD
MINIMUM 6" FROM DAMAGED AREA, AND CUT OUT PLYWOOD TO CENTERLINE
OF NEIGHBORING JOISTS. NEW PLYWOOD PIECES TO BEAR ON 3
EX JOISTS. NAIL IOd • b" oc AT EDGES AND NAIL I0d • 12" oc FIELD.
mut6i Sig ehA t ovev 3 3fs beo 'gaud hL4ka4
MI PLYWOOD AT KITCHENS, BATHROCMS
AND L4 WRY ROOMS
W SIMPSON
TAB
EA END.
NEW 2x•16 "oc
MATCH WALL
THICKNESS
X WALL
TUDS.
19
:o
0
:o
U-
V
LU
U-
SIMP. IFP ANC; -IORS
• 48" oc EMBED FIRST FLOOR
BOLTS W/ EPDXY
FIRST FLOOR
EX JOISTS
EX. CONC.
STEM WALL
CF SILL fa
(ENTIRE 8IILD 1 )
It
rr
C.RAULSPACE T3EAIIICCUI14 COMECTION
AT CONTRACTOR'S OPTION
MAX CUT I REPLACE
PLYWOOD SUB -FLOOR PER 3/54.0
REPLACE ROTTED, SOFT OR
� OT4 asE DETERIORATED
WOOD POSTS WIN NEW
PRESSURE TREATED POST OF
i e>"t ■
SAME SIZE (4x4 OR 4x6)
NEW � C a �� VE r
�� �� y E y PARAT IO4 �
114. OD SOIL
CRA ACE COLU14 L4
c 1
I.
PLAN
51MP A35
• 48" oc INSTALL
W/ IOdx11/2 NAILS
CONTRACTOR'S OPTION:
TO DRILL THRU EX.
SOT. PLATE OF WALL.
TO DRILL ANCHOR +.OLE5
IN • : TE
CONTRACTOR'S
OPTION TO REMOVE I
REPLACE PLYWOOD
PER 3/54.0 FOR
ACCESS.
3 /4 " AB•4' -0 "oc
EMBED 1" ui/ EPDXY
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LIGHT FIXTURE SCHEDULE
SCOPE OF ELECTRICAL WORK - RIVERTON TERRACE
1. REPLACE ALL ELECTRICAL DEUCES, LOAD CENTERS, UGHi1NG FIXTURES, WIRING AND DEVICE BOXES
1M THIN EACH UWEWNG UNIT. REPLACE ALL BASEBOARD HEAT IN KIND WITH SOF7HEAT UNITS.
2. PROVIDE 120 VOLT POWER AT NEW SMOKE DETECTOR UNITS (FURNISHED BY OWNER).
3. UNIT ELECTRICAL LOADS DON NOT CHANGE UNDER THIS WORK
r
r;
EXISTING 120V CIRCUIT •
FROM PANEL "EX' IN
BUILDING G
COSTING
UGHT STANDARD
AND 150W FIXTURE
EXTEND 120V CIRCUIT
TO HOT BOX, CONNECT
TO 500 VA HEATER
SOS ,- ' 4 -6 SIT-2 `E
PARTIAL SITE PLAN
:s
NEW 'HOT BOX'
SEE 1ECH/1NIG1L.
SYMBOLS & ABBREVIATIONS
I
a
Oh
•
gam
O'
0
Ob
B
AFF
A, AMP
AWG
CB
GOT
DED
(E)
UGHTING SYMBOLS
FLUORESCENT FIXTURE, TYPE AS INDICATED ON PLAN, SURFACE
FLUORESCENT FIXTURE, TYPE AS INDICATED ON PLAN, RECESSED
FLUORESCENT STRIP FIXTURE, DRAWN TO SCALE OR PER FIXTURE LEGEND
FIXTURE CEIUNG MOUNTED
FIXTURE WALL MOUNTED
FIXTURE TYPE -- SEE FIXTURE SCHEDULE
SINGLE POLE SWITCH
3 WAY SWITCH
DUPLEX RECEPTACLE 120V
POWER SYMBOLS
DOUBLE DUPLEX RECEPTACLE 120V
GFl GROUND FAULT INTERRUPTER
IG ISOLATED GROUND
S SAFETY TYPE
RECEPTACLE ABOVE COUNTER AT +4" ABOVE BACKSPLASH OR
+6" ABOVE COUNTERS WITHOUT BACKSPLASH. GFl OR GFl PROTECTED
HALF - SWITCHED DUPLEX RECPTACLE
SPECIAL RECEPTACLE, TYPE AS NOTED
PANEL - 208 VOLT SYSTEM, +6' TO TOP U.N.O.
EQUIPMENT CONNECTION
DISCONNECT SWITCH
ELECTRIC BASEBOARD HEATER
EXHAUST FAN
SMOKE DETECTOR
COMMUNICATION OUTLET
T.V. OUTLET
PUSHBUTTON FOR DOOR CHIDE
DOOR CHIME
GROUND FAULT PROTECTION
CIRCUIT BREAKER
ABOVE FINISHED FLOOR
AMPERE
AMERICAN WISE GAGE
cIRO T BREAKER
CIRCUIT
DEDICATED
CIRCUMNG SYMBOLS
/ CONTROL CONNECTION, FOR INFORMATION ONLY
SIGNAL & COMMUNICATION SYMBOLS
RISER SYMBOLS
/DEVIATIONS
AC INDICATES ABOVE COUNTER MOUNTING J-BOX
KW
N
P
PIS.
RO
RECEPT
COSTING
FBOIC FURNISHED BY OTFIRS,,
INSTALLED BY CONTRACTOR
FH FAN HOOD
G` GN0 GROUND
aa mum 1 FAULT CROAT INTERRUPTER
HT NOWT
ton HOT RATER TANG
SwBD
'iEIE
T1rP
UNO
t!C
V
M
wp
UP
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KILOWATT
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SYMBOLS & ABBREVIATIONS
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AWG
CB
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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 SWITCH
DUPLEX RECEPTACLE 120V
POWER SYMBOLS
DOUBLE DUPLEX RECEPTACLE 120V
GFl GROUND FAULT INTERRUPTER
IG ISOLATED GROUND
S SAFETY TYPE
RECEPTACLE ABOVE COUNTER AT +4" ABOVE BACKSPLASH OR
+6" ABOVE COUNTERS WITHOUT BACKSPLASH. GFl OR GFl PROTECTED
HALF - SWITCHED DUPLEX RECPTACLE
SPECIAL RECEPTACLE, TYPE AS NOTED
PANEL - 208 VOLT SYSTEM, +6' TO TOP U.N.O.
EQUIPMENT CONNECTION
DISCONNECT SWITCH
ELECTRIC BASEBOARD HEATER
EXHAUST FAN
SMOKE DETECTOR
COMMUNICATION OUTLET
T.V. OUTLET
PUSHBUTTON FOR DOOR CHIDE
DOOR CHIME
GROUND FAULT PROTECTION
CIRCUIT BREAKER
ABOVE FINISHED FLOOR
AMPERE
AMERICAN WISE GAGE
cIRO T BREAKER
CIRCUIT
DEDICATED
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SIGNAL & COMMUNICATION SYMBOLS
RISER SYMBOLS
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AC INDICATES ABOVE COUNTER MOUNTING J-BOX
KW
N
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RO
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COPPER WATER TUBE; ASTM B 88, TYPE 'L' WITHIN THE BUILDING AND TYPE 'K' WHERE UNDER GROUND OR IN CONTACT WITH EARTH.
WASTE PIPING
NO-HUB ASA GROUP 022 CAST IRON PIPE FOR DRAIN AND WASTE PIPE ABOVE THE CRAWL SPACE; OR SCHEDULE 40 ASTM D 2661
ABS DWV PIPING IN CRAWL SPACE.
VENT PIPING
NO -HUB ASA GROUP 022 CAST IRON PIPE, SCHEDULE 40 ASTM A 53 GALVINIZED STEEL OR SCHEDULE 40 ASTM D 2661 ABS DWV
PIPING.
FITTINGS
COPPER TUBE: WROUGHT- COPPER SOLDER JOINT PRESSURE FITTTINGS, ASME B16.22 AND CAST - COPPER SOLDER JOINT PRESSURE
FITITINGS, ASME 816.18
COPPER UNIONS: ASME 816.18, CAST COPPER ALLOY BODY, HEXAGONAL STOCK, WITH BALL-AND- SOCKET JOINT, METAL -TO -METAL
SEATING SURFACES, AND SOWER-JOINT OR THREADED ENDS.
CAST IRON PIPE: NO -HUB ASA GROUP 022 CAST IRON FITTINGS.
GALVINIZED PIPE: ASTM A -53 PIPE: ASTM 816.4 GALVINIZED CAST -IRON THREADED RECESSED DRAINAGE PATTERN WITH THREADS
CONFORMING TO ASME B1.20.1.
ABS PIPE: ASTM D 2661, MADE TO ASTM D 3311, SOCKET TYPE, DRAIN, WASTE AND VENT PIPE PATTERNS.
JOINLNG MATERIALS
COPPER PIPE: ASTM B 32 SOLDER FILLER METAL, ALLOY Sn94, Sn95, E HA, OR HB.
NO -HUB PIPE: ASTM C 564 NEOPRENE SEALING SLEEVE WITH TYPE 300 STAINLESS STEEL SHIELD AND CLAMP ASSEMBLY
ABS PIPE: MEK CLEANER AND DURAPLUS SOLVENT CEMENT.
INSULATION
BLACK POLYETHYLENE CLOSED CELL OR CLOSED CELL POLYOLFIN ELASTOMERIC PIPE INSULATION.
SEKOLASSAMIKE
CONTRACTOR VERIFY ALL DIMENSIONS ON SITE
PERFORM ALL WORK IN COMPUANCE WITH THE UNIFORM PLUMBING CODE, 2003 EDITION.
DO NOT ENCLOSE, INSULATE, COVER, OR PUT INTO OPERATION WATER DISTRIBUTION OR WASTE AND VENT PIPING SYSTEMS UNTIL THE
SYSTEMS HAVE BEEN INSPECTED AND APPROVED BY THE AUTHORITY HAVING JURISTICTION.
NOTIFY THE PLUMBING INSPECTOR AT LEAST 24 HOURS PRIOR TO THE TIME AN INSPECTION IS TO BE MADE.
ROUGHING IN INSPECTION: ARRANGE FOR INSPECTION OF PIPING SYSTEM BEFORE CONCEALED OR CLOSED IN AND PRIOR TO SETTING
FIXTURES.
CAD 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 T EST: AFTER PLUMBING FIXTURES HAVE BEEN SET AND THEIR TRAPS FILLED WITH WATER, PLUG STACK OPENINGS ON
ROOF OF BUILDING AND BUILDING DRAIN WHERE R LEAVES THE BUILDING. INTRODUCE HAIR INTO THE SYSTEM TO A PRESSURE OF 1'
WATER COLUMN. USE A U TUBE INSERTED IN THE TRAP OF A WATER CLOSET TO MEASURE THIS PRESSURE MR PRESSURE SHALL
REMAIN CONSTANT WITHOUT INTRODUCING ADDITIONAL AIR FOR 4 HOURS.
REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYTEM OR PORTION THEREOF UNTIL SATIFACTORY RESULTS ARE
OBTAINED.
PREPARE REPORTS OF TESTS AND CORRECTIVE ACTION.
klaMIABON
RUN PIPES GENERALLY AS SHOWN AND PARALLEL TO THE BUILDING WALLS.
MAKE MEASUREMENTS AT SITE BEFORE CUTTING AND FABRICATING PIPING ASSEMBUES.
CONFORM TO THE FOLLOWING TABLE FOR MAXIMUM SPACING AND MINIMUM ROD SIZES FOR HANGERS AND SUPPORTS:
PIPE MArL
MAX. HOR. MAX. VERT.
SPACING SPACING
COPPER 5' 10'
NO-HUB 5' 10'
GAM r 15'
ABS 4' 4'
ISOLATE ALL PEES FROM BUJLDNG STRUCTURE.
IM ROD
3/8'
3/8"
3/8"
3/8
INSULATE HOT AD COLD WATER PIPES USING r THCK ELASTOMERIC NSULATION.
CLEM MD DISSECT THE POT5ABLE WATER SYSTEM PRIOR TO USE-
FLUSH WITH CLEAN NA TER (ANTI DIRTY WATER DOES NOT APPEAR AT THE OUTLETS.
DRAIN THE SYSTIAL
FILL THE SYSTEM WITH A WATUI/CHLORINE SOLUTION CONTAINING AT LEAST 50 PPM CHLORINE AND ALLOW
DRAIN N THE SrSTEx
FILL. THESYSTEM WITH A SOLUTION CONTA/NIG AT LEAST 200 PPM MONNE AND PALM
FLUSH THE SYSTEM INN CLEAN POTABLE WATER UNTIL CHLORINE E LEVEL 6 EOINAL TO THE OMER SUPPLY
SL- !MUER SAMPLES IN STEW BOTTLES TO DE MINORITY HAVING J Ri1STICfION.
REPAT PROCEEDUNES F BIOLOGY.. EXAM INUION SHOOS EVICEN E OF COMTIIMMIl110M.
•
TO SUM FOR 24 HOURS.
TO STAND FOR 3 HOURS.
CHLORINE LEVEL_
Nib
ASK
LAUND
W.C.
SINK
LAV
SHWR
TUB
HWT
RPBP
HOT BOX
PLUMBING SCHEDULE
NOTE: ITEMS IN THIS SCHEDUOLE ARE THE PREFERRED ITEMS. SIMILAR ITEMS BY OTHER
MANUFACTURERS MAY BE SUBSTITUTED WHEN APPROVED BY THE OWNER.
DESCRIPTION
WASHING MACHINE SUPPLY & DRAIN: GUY GRAY MANUFACTURING CO., INC. MODEL
B150.
TOILET: KOHLER DEVONSHIRE TOILET MODEL K -3457 WITH K -4653 SEAT AND K -7637
ANGLE SUPPLY WITH STOP.
KITCHEN SINK: ELKAY MODEL STLR - 3322 -R DOUBLE BOWL STAINLESS 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.
HOT WATER TANK: NOT IN CONTRACT
REDUCED PRESSURE BACKFLOW PREVENTER: WATTS SERIES 909, 4" SIZE.
RPBP FREEZE PROTECTION: HOT BOX MODEL HB6E WITH 500W HEATER.
� c These � 11T7� have :'[''.' :C[�'C:r mot' ' :`
lx: : Department artrncnt for cc :I :or:: :at cc with current_
City star.dardc. A.:Lei tan ce is su iect to errors and
e:r.issions which do n: - )t authorize violations of
adopted s?andards or ordinances. The responsibility
for :he a-'equac of the design rests totally with the
4e..signer. Additions, deletions or revisions to these
drawings after this date will void this acceptance
and will rewire a resubmittal of revised, drawings
for su approval. -
sr 1
Final acceptance is subject to field inspection by
the Public Works utilities inspector.
Date: , By:
Pr*•
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