HomeMy WebLinkAboutPermit D03-139 - PAC SUN - TENANT IMPROVEMENTPAC SUN
17340
SOUTHCENTER
PARKWAY
D03 -139
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City of T7ikwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 2623049079 Permit Number: D03 -139
Address: 17340 SOUTHCENTER PY TUKW Issue Date: 06/09/2003
Suite No: Permit Expires On: 12/06/2003
Tenant:
Name: PAC SUN
Address: 17340 SOUTHCENTER PY, TUKWILA, WA
Owner:
Name: MBK NORTHWEST DEPT 436
Address: P 0 BOX 34935, SEATTLE WA
Contact Person:
Name: MATT HARDESTY
Address: 2102 BUSINESS CTR DR, #130, IRVINE, CA
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Water Meter:
doc: Devperm
DEVELOPMENT PERMIT
Contractor:
Name: HARDESTY & ASSOCIATES INC
Address: 1991 VILLAGE PARY WAY 180, ENCINITAS, CA
Contractor License No: HARDEAI066PP
D03 -139
Phone:
Phone: 949 - 253 -4188
Phone: 760 - 944 -0499
Expiration Date: 11/02/2003
DESCRIPTION OF WORK:
NONSTRUCTURAL DEMO; NEW NONBEARING PARTITIONS AND CEILINGS, PLUMBING AND LIGHT FIXTURES, HVAC AND
INTERIOR FINISHES
Value of Construction: $ $85,000.00 Fees Collected: $1,470.94
Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997
Type of Construction: IIIN Occupancy per UBC: 0023
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
Water Main Extension: N Private: N Public: N
N
Printed: 06 -09 -2003
doc: Devperm
City of Thkwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Permit Center Authorized Signature:
D03 -139
Date: o' wpi / 3
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 constr ction or the perfor an a of work. I am a orized to sign and obtain this development permit.
40
Signature:�G`��i Date: 41
Print Name: Q_X 92_ ‘6z42J4fq.LcrAl
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: 06 -09 -2003
YM#eru{ Anv t `YYN'M'NYk
City of Takwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
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Parcel No.: 2623049079 Permit Number: D03 -139 = i�
Address: 17340 SOUTHCENTER PY TUKW Status: ISSUED
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ce
uite No: Applied Date: 05/09/2003 ¢¢ D
Tenant: PAC SUN Issue Date: 06/09/2003 U U
O
N
U) ILI
-11-
WO
2
3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be u_ Q
inspected by that agency, including all gas piping (296- 4722).
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division.
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I— III
4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical z H
work will be inspected by that agency (206- 835 - 1111). Z O
W
W
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N
6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any 0 E-
construction. These documents are to be maintained and available until final inspection approval is granted. W W
U
7: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3.
8: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. U Y2
O ~
9: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear Z
identification showing the fire performance rating thereof.
5: All mechanical work shall be under separate permit issued by the City of Tukwila.
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: 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.
12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building
Inspector.
13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform
Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC.
14: ** *FIRE DEPARTMENT CONDITIONS * **
15: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following
concerns:
16: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10.
17: Maintain fire extinguisher coverage throughout.
doc: Conditions
003 -139
Printed: 06 -09 -2003
a o Q keisi datg.'
k.
City of Takwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
18: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000
sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to
any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1)
19: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or
wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with
the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more
than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less
than 4 inches.
20: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be
identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard
10 -1)
21: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5)
22: * ** EXITS * ** - UFC Article 12
23: 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)
24: 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)
25: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212)
26: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 -NFPA 13
27: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating
and /or adding sprinkler heads.
28: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions
and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1)
29: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance
#1901)
30: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila
Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80)
31: Local U.L. central station supervision is required. (City Ordinance #1901)
32: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72
33: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of
the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila
Ordinance #1900.
doc: Conditions
D03 -139
Printed: 06 -09 -2003
a. ';
City of Takwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
34: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require
relocation and /or addition of audible /visual notification devices.
35: 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)
36: 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)
37: Local U.L. central station supervision is required. (City Ordinance #1900)
38: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance
#1900 and #1901)
39: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC)
40: 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)
41: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth
in Table No. 8 -B of the Uniform Building Code. (UBC 804.1)
42: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and
properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed.
43: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
44: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
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.
Print Name: /N.\S 5A/
doc: Conditions
D03 -139
Date:
a�:fh
Printed: 06 -09 -2003
APR 1.3 '03 01: 25P11 TUKWILA DCD /PW
CITY OF TUKWILL ,
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd,, Suite 100
Tukwila, WA 98188
Site Address: 0 - G('rrfe( P f (A -
Tenant Nanie :_PaG So
Property Owners Name: VI I c a Pea
Mailing Address: S 2-3g 1 1 +a l ve . � t Ackeyvi r!^a+.ei c__A cis* Co US'
Name: 1''Ar.d l
Mailing Address: i c 2 1 t / " ; G t r . 1)'- _14-130 f (' ✓ f1. z , c h
Company Name: j t ev " S SOZ r +eS
Mailing Address: S 6
city
,., Statc Zip
Contact Person: f � a r d e r s - ' _ Day Telephone: 4 / ? -25 S' - 4 /157
E -Mail Address: SOM/La oho oho-v Fax Number: ( -7 4 N — 25;3 — / $`j
Contractor Registration Number: t1A RtEA 066) pp
Expiration Date:
**An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance**
Company Name: AAP
Mailing Address N , r P_ i
Contact Person: � r' A' 1 y S ri i
E -Mail Address:
f t g T r 1 � • 4 ...
`C 4 3a;t.•�'i;1, i i , f �
Company Name: /0 f• E i 0 2rt -�
Mailing Address: . 5 SD 1 N ) +/-■ 1 V
Contact Person: t/ t si Barn
E -Mail Address:
13ppliaaiions1permlt spplicll:on (3.2003)
112003
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
Page 1
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King Co Assessor's Tax No. :_p2C -ti 767 9
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Suite Number: I/ 314 0 Floor: I
New Tenant: Jg ,.,, Yes ❑ ..No
State Zip
Day Telephone: 94`i- 2S 3-4 f g
City State Zip
aS.56 et a�G -S. C 4 Fax Number; qLe- 23 - q 49
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City State Zip
Day Telephone: 1 -'9' 6' I }
Fax Number: 4 go --
City State Zip
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Fax Number:
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PR j 03•. :27PM TUKWILA DCD /PW
Valuation of Project (contractor's bid price); $ 5 0O
Scope of Wprk (please provide detailed information): rare
{+t 071 d` - r 1 .'1 'j h. q1 b /✓►
Will there be new rack storage? X.. Yes 0 ,. No If "yes ", see Handout No, for requirements.
Existing Building Valuation: $
L:
PLANNING DIVISION:
Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inohcs and overhangs greater than 18 inches)
*'For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ ,...Yes $..No If "yes ", explain:
FIRE P • OTECTION/HAZARDOUS MATERIALS:
►:� .. Sprinklers ❑ ..Automatic Fire Alarm ..None 0. Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? [] ,. Yes No
,(f "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material S ty Data Sheets.
1spplicat3ons\penait applica ion (1.2401)
1(2401
Page 2,
Site Address:
Tenant Name:
Property Owners Name:
Mailing Address:
Name:
E -Mail Address:
Contact Person:
E -Mail Address:
Contact Person:
E -Mail Address:
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
1applicationilpennit application (1.2003)
1/2003
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
(SI.TE LOCA:TI
Mailing Address:
City
Fax Number:
Company Name:
Mailing Address:
.ENGINEER OF, RECORD '' - , All plans must be wet stamped by Engineer of Record
Page 1
King Co Assessor's Tax No.:
Suite Number: Floor:
New Tenant: D .... Yes [] ..No
City
�',� -,,,, .terns.: ;;.w. .m�.,�i..,•., ^�•rrll,��i�� %?,. •Y.. -„
Day Telephone:
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 **
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
City State Zip
Day Telephone:
Fax Number:
State
State
State
State
Zip
Zip
Zip
Zip
r ^`�`I .�?: . � � ��' irJt+ -i r
PilBLid- FVO,�2KS;PFRIV[tTriNFr riirs' nN �:�n� =e z =ni �� , W �,,104i.
Scope of Work (please provide detailed information):
Street Use:
❑ .. Street Use
Land Altering and /or Hauling:
❑ .. Land Altering: ❑...Cut
Monthly Service Billing to:
Name:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
lapplicationlpermit application (1.2003)
1 /203
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
❑... Channelization/Striping
Storm Drainage:
❑ .. Storm Drainage ❑...Flood Control Zone
Sewer Information:
❑ .. City of Tukwila Sewer District ❑ .. Val Vue Sewer District ❑...City of Renton Sewer District ❑ ..City of Seattle Sewer District
0.. Sanitary Side Sewer ❑ .. Sewer Main Extension 0 ..Private ❑ .. Public
Water Information:
❑ .. City of Tukwila Water District ❑ .. Water District #125 0... Highline Water District ❑...City of Renton Water District
❑ .. Water Main Extension ❑ .. Private ❑...Public
❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct 0... Water Only
❑ .. Water Meter Permanent #: Size(s):
❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons
❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation
❑ .. Miscellaneous:
Water ... ❑
Call before you Dig: 1- 800 - 424 -5555
❑...Curb cut/Access/Sidewalk
cubic yards 0... Fill cubic yards ❑ .. Hauling
City
Sewer ... 0 Sewage Treatment ❑
Page 3
Day Telephone:
Day Telephone:
City
State
Fire Line .... ❑
Zip
State Zip
4
/if .
iR" wnt " aA '' J% i� ,0. � lak�y ,.� ..r r?1 ...S....,`t.c...�b lY ^� � 1 v;Plb.xk � �N'�tYt^`.f � l+% ce �k,
Valuation of Project (contractor's bid price): $
Scope of Work (please provide detailed information):
Will there be new rack storage? ❑...Yes 0 .. No
tapplications\pcnnit application (1.2003)
Il2003
If "yes ", see Handout No.
Existing Building Valuation: $
for requirements.
Provide 'All . Building Areas in Square Footage. Below
•
•1" Floor.::
.2"0 Floor
3fa Floor
Floors , thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
Existing
Interior
Remodel..
Addition to
Existing
Structure
New
Type of
Construction
per UBC
Type of
Occupancy per
UBC
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑...Yes 0 .. No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ .. Sprinklers [...Automatic Fire Alarm ❑...None 0.. Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 .. Yes ❑...No
If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets.
UTILITY DISTRICTS:
Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit
application.
Water
.. City of Tukwila Water District ❑.. Water District 1'1125 0... Highline Water District ❑...City of Renton Water District
Sewer
0.. City of Tukwila Sewer District 0.. Val Vue Sewer District 0...City of Renton Sewer District ❑...City of Seattle Sewer District
❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be
submitted at the time of permit application)
Pagc 2
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 CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City State
Day Telephone:
Contact Person:
E -Mail Address:
Contractor Registration Number: Expiration Date:
* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
Valuation of Project (contractor's bid price): S
Scope of Work (please provide detailed information):
Use: Residential: New .... ❑ Replacement .... ❑
Commercial: New ....❑ Replacement ....0
Fuel Type: Electric p Gas ....0 Other:
Indicate type of mechanical work being installed and the quantity below:
PERMITAPPLICATION •NOTES Applicable t6 all in th><g applicatiati ..
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 AUTHO IZED AGENT:
Signature: 1 .
Print Name: 'A'- "/ s r - • Day Telephone: 7cO' �9X V 3 �.
Mailing Address: �8 / �i9 /fie 7179 472 & "V 9 / i 2 007'2. C/9 / LC)61-2
State Zip
tapplicationatpermit application (1 -200))
In003
Page 4
City
Date Application Accepted:
- ? -D3
Date Application Expires:
//-9
Staff Ini /`—U
i
Fax Number:
Date:
Zip
. "ti.!?t,'�'d: $i; ; ?.; C�i:;'��rrr•,:.; +. . ...�S.rm,Hfri!a,.rt'rm:v,.Y'«
TRANSACTION LIST:
ACCOUNT ITEM LIST:
Description
doc: Receipt
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
z
RECEIPT . 1 Z
�w
Parcel No.: 2623049079 Permit Number: D03 -139 6 v
Address: 17340 SOUTHCENTER PY TUKW Status: PENDING v 0
Suite No: Applied Date: 05/09/2003 u) w
Applicant: PAC SUN Issue Date: - H
u) u.
w 0
Receipt No.: R03 -00576 Payment Amount: 577.69 u. Q
U, a
Initials: SKS Payment Date: 05/09/2003 01:38 PM = w
User ID: 1165 Balance: $893.25 F- _
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Payee: HARDESTY & ASSOCIATES INC 0
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Type Method Description Amount F- �' O 1
Payment Check 28070 577.69 W z
U-
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O 1-
PLAN CHECK - NONRES
Account Code Current Pmts
000/345.830 577.69
Total: 577.69
0526 05/12 9710 TOTAL- 577.69
Printed: 05 -09 -2003
4aisaV''ktia.
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TRANSACTION LIST:
doc: Receipt
City of T
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT z •
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Parcel No.: 2623049079 Permit Number: D03 -139 m
Address: 17340 SOUTHCENTER PY TUKW Status: APPROVED o O
Suite No: Applied Date: 05/09/2003 co a
Applicant: PAC SUN Issue Date:
Et) I
CO u,.
W 0
Receipt No.: R03 -00715 Payment Amount: 893.25 2
Initials: BLH Payment Date: 06/09/2003 09:18 AM 0 j .
User ID: ADMIN Balance: $0.00 I C!
= W
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Z1...
Payee: HARDESTY AND ASSOCIATES INC Z O
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Type Method Description Amount CI I-
W W
Payment Check 28458 893.25 H r-
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17- l-
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
BUILDING - NONRES 000/322.100
STATE BUILDING SURCHARGE 000/386.904
888.75
4.50
Total: 893.25
9 06 /10 1716 TO'T'AL 893.25
Printed: 06 -09 -2003
,i.i1ri #4.1.4vas. s
Project:
Ge
Type of Inspection:
.)
Address:
,7 tO ,SG.
Date Called:
Special Instructions:
/
ate Wanted^ a .
7 2- . 9'0-3 e'
Requester.
Phone No:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector �(?-'A1 11 �✓ 2— n
$47.00 REINSPECTION PE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
INSPECTION RECORD
Retain a copy with permit
«t .
Date:
(206)431 -3670
r.ba
y'.
Pro a c C
Type of Inspection: - I
�`--
Ad
,to
Date Calle '
Special Instructions:
c ) 04
i--'
Date Wanted/
,--a'.
Requester; r el--
Pho e No:
r
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
PERM
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
COMMENTS: /) /94-47
le2 e)‹. ).
z,e4,e 7 47
*7-1, /i, f-k S
Inspector:
7ft D 77 - 7 - 03
Corrections required prior to approval.
El $47.00 REINSPECTIOPF REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
COMMENTS: 1 - 5? ..x , \ / Is t lev . ‘ - I _ _c r . Li'
0 )1
,
roq_.1.1..s. -4\\0. ta V\ e, vN ..e. e A y\ ctoPc 1/10
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Type of Inspection:
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Date Calle :.... 30 '
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SpJcial Instructions:
1
Pate Wanted
1 D....3
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Requester:
ImN iN
INSPECTION NO.
- 7 -
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981 88
■
1:1$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
(206)431-3670
Corrections required prior to approval.
Inspector R ceAt
Date 3 ) 0 3
Receipt No.:
Date:
'
COMMENTS:
.) -t' f
-
A C �t l r' c t
4'
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2—) . 11-() V) \ A4 rr til S In-" ..k.1 1 .L.„,--
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Requester:
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Project:� � � V v�
Type of Inspection: � .
l ✓ ct
Address:
\ T 2»0 s.c. -t,w
Date Called:
- 7 -a--o3
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Special Instructions: !
Date Wanted: ''
_) -) -02,
a m`
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Requester:
Phone No:
.,.. ..r5.... -ir h�"y.= ... �� ,. � :.5.7.»" . 4 , •• . �,..r..;:.ry. trf..^r .r.x+ ..A�- •.�, -¢• .- _'r
- 7
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila,:WA 98188 (206)431 -3670
Approved per applicable codes. w orrections required prior to approval.
Inspector: � 4 uktv l ir
Date: 0
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
COMMENTS:
Type of Inspection:
0 FrG IM i tckc —
/
p p r�r V < 1rl
Spe ial
/;, /!„Q
lVJ"�
Ins ions:
..►
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Type of Inspection:
Address:
t ` 7 ii 0 _�< < etc �,
Date Called: _
77 . � o. -,
Spe ial
/;, /!„Q
lVJ"�
Ins ions:
..►
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DatiWanted:
7.7)1o3
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Requesters t
P h o a N / o � : � � _.-
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t � �
nspector:
, INSPECTION RECORD,
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PER
( 06)431 -3670
Approved per applicable codes. El Corrections required prior to approval.
Date:
Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
t
COMMENTS. 7c &ftfV‘Arr\, C 2, k(hr
) .
PI-P(1 vti ( A t OD (OVA I l
A dres D S ,C
ate C alled:
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5 3
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Type of Inspection:
r 17� . 1/ 7� 1 I bQ.�(Ce�.
A dres D S ,C
ate C alled:
Sp cia Instructions:
D t Wanted:
Ita
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Reques
21 r
Pon No:
5 3
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err
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
Date:
PERMI
Corrections required prior to approval.
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.:
PrqfEjlt:
A St/L/1
Tyke f Inipection: i
i tv . fri....._. 1 I ,6
ATitif
N)ate
Dare Called:
1 - DI 03
Special Instructions:
Wanted: ..... / 1 0..3 a.m.
Request
Pt,e 6:
L
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO, PERMI
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:
rOOM
S--}oc\e vonm
AcA\Uo%
Inspector. -
Date:
0
n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
" --1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
*4
' "• ;. •4 • I
COMMENTS:
Tni 1-ei room i-oa 1 Is
&tut 1 4 If 00 IM LA- S
I L ( 1 001 v1 (4 I
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1 -et.k kc4
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( -pi \ I h ) vX ( . 1 0 ,0 G - 4 - 101^
Phone No:
Project)
���
Type
Type of�rl�pe� n -; �
,./.6.1
Address:
17� b s.C. Pt
Date Called: '
7 ��
Special Instructions:
Date Wanted:
N
)
Request
(71
Phone No:
:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT
(2 1 6)431 -3670
Approved per applicable codes. ID Corrections required prior to approval.
Inspector: e" )
Date: 7 2
o3
$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:
Type of Inspection:
Adtlress:
7, n SG
�
Date Cal ed:
c'D f 43
Special Instructions:
Date Wanted:
/ -2 7)63
a. m
Requester:
el
Phone
ne . 3- &-r-
INSP
NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
NO.
(2 1 6)431 -3670
K A,)proved per applicable codes. Corrections required prior to approval.
COMMENTS:
.30
(i,,41/13 1 /2/41.324-21)L
isowt-h, ,
14,,o
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:
., - a�- t hs_ ;., ` u�lN�. '7 :;M4•�M A "' Mwsi "'� ' 'r�+1W.11r+,7r. r `" ,; i 1a.. '.w: >.:.;;5.:; >.?'
w....rr
COMMENTS: PMe / ff 'C
C , // 0 - .,.. �-
r
Type of Ins ection:
/ l lc KY) I/9
i/ .--7 --t e ' -e- -- * / "( 14 .14 ,1
/ Le- r l / 1 , , le , r ' fr2-
L # 4 ,-7 ;
z ) sk>,..e ,A2,..., 4,// .„,„„./._.;
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t t . 1 e t / / . e ' t' - z ,..„/ � / - - - 7 . < , 2- '- -
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-- 1 1 �� 4 ..4
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Projec .
n C : Sic i ')
Type of Ins ection:
/ l lc KY) I/9
Address:
/ 7 3* S(
� j
Date Called:
Cr / /o
Special Instructions:
a
2-41
Date Wanted:
( pp C3
.m.
Requester:
C is - P7
Phone No
2 5 3 -L /VR — 9(
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670
Approved per applicable. codes.
Corrections required prior to approval.
Inspector:
Date: v''
$47.00 REINSPECTION E E REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
FROM : HARDESTY ASSOCIATES
.
B
ate
PermIt No.
MATERIAL HANDLING ENGINEERrru;
TEL (909) 869 -0989 • FAX: (909) e69 -o93
161 ATLANTIC AVENUE • POMONA • CA, 9
DSC I T N
COVER SHEE.T
TABLE OF CONTENTS
SCOPE
PARAMET> R$
SEISMIC DISTRIBUTION
COLUMN ANALYSIS
BEAM CONNECTION
$HcLf ANALYSIS
ANTI-799 DEVICE CHECK
OVERTURNING ANALYSIS
SLAB AND SOIL
FILE COPY
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's copy of approved plans acknowledged.
•t Ar.?t c ENr
I
,z
• •
FAX NO. : 760944 0399 Jun. 23 2003 04:21PM P2
P1 OJECT C SUNWEAR
FOR
SHELF MASTtR `- ---".�
snEr NO. 2 of '10 ._..�.
CALCULATED BY MYRON DATE 06-21-1999
REVISION N0, I
ACC,
1
2
3
RA 4- n
Yo 1
6 d
ar
7 ° �J
8
9
1O
C,4TY OF TAW
AMMO
JUL a 3 2003
iks NOTE
CITY OF T I UK D j,
JUN 2 5 2003
PERMIT CEr 1710; • .
FROM : HARDESTY ASSOCIATES
r1
rr�c.
MATERIAL HANDUrIG ENGINEERING
TEL (909) 869.0969 • FAX: (949) 869.0381
161 ATLANTIC AVENUE - POMONA • CA 91788
UiG 13 QUI�TY SHELVING ANALYS {S
THE PURPOSE OF THIS ANALYSIS !3 TO SHOW 114AT THE FOL.LgWING LIGHT DUTY STORAGE RACK
COMPLIES WITH THE REQUIREMENTS SET FORTH IN THE 1 997 UBC, UTILIZING CHAPTER 22, DIV X.
PARAMETERS
STEEL- 36,000 PSI
ANCHORS- 1 /4 IN DZAM, x 2 IN. .MIN EMBED HILT! Irrrl (I.C.$.0, ##4627)
BOLTS A307
SLAB- 4 x Z000 PSI
SOIL- 1, P$F
ZONE- 4 WITH A NEAR FAULT FACTOR OF 1
38' & 1 364 S 4a'
I 24"
24^
�
I
II 2e
l r
•
LIVE LOAD PER LEVEL a 1 20 LB
FAX NO. : 7609440399
pROI1irCT PACT FI C SUNWEAR
FOR SHELF MASTER
SHEET NO. _ 3 _ ._ OF
CALCULATED BY M QN _. DATE 06- 21' 999
Front %..e
CM Of TUrtitU
JUL 0 8 2003
Is Hoe
EU
Jun, 23 2003 04:22PM P3
2
24"
24"
24"
Nslrai SI '1 ew
RECEIVED
CITY OF TUKWILA
JUN •2 5 2003
10
PERMIT CENTER
AIM
FROM : HARDESTY ASSOCIATES
•
a
INC,
MATERIAL HANDLING ENGINEERING
TEL: (909) 869.0969 FAX: (909) B69 -0981
161 ATLANTIC AVENUE • POMONA • CA 91768
SEISMIC DISTRIBUTION
ANALYZE PER CHAPTER 22, DIV X OF THE 1997 ;Wt.
THE STORY FORCE DISTRIBUTION lS THE SAME IN BOTH THE LONGITUDINAL
AND TRANSVERSE DIRECTIONS.
FRAME HEIGHTEN -' 96.0 IN
DIST BETWEEN SHELVES =hrt 46.5 IN
BEAM LENGTH•W* 48.0 IN
FRAME DEPTH7d_. IN
0 OF LEVELS 3
V= 2.5*Ca*I *(WDL +WLL) /(1.4"R)
Note: 1.4 IS THE WORKING STRESS REDUCTION FACTOR
Na. 1
lc 1
Gas 0.44 < =__ Ca *Na b 'ZONE 4
R= 5.6 .cm== MOMENT FRAME
DL• 42 LB /LVL
LI= ZOO LS /LVL
# OF LVLSo 3
SIjf AR DIAL( aL N
Vtransva 2.5 . 0.44 * 0.44 * 1 * (41,67 LB 4. 200 LB Y•3 LVLS /(1.4 *5.6)
= 102 LB SEISMIC SHEAR PER FRAME
Vcof-V /2= 51 LB
Mcol(1), Vcol *h1/2,
_ (51 LB /2) * 3 IN /2
r 77 IN -L8
FAX NO. : 7609440399
Ti
35,163 INLB
McoI(3),: (Vcol•Fi)T3 /2
= (51 LB -1.05 LB - 16.82 LB) A 4 6.3 ?�t 2
770 IN -LB
Mconn(1)72 McoI(1) +Mcol(2) • •
1,200 IN-LB
;:l. .t.a.:::.1. r' , "J'';�it•:ix' .tiS.rks,;;, :k .iAr1�Y . 1 1'u A+
Jun. 23 2003 04 : 22FM P4
PROJECT_ PACI H C SUNWEAR
FOR SHELF MASTER
SHEET NO. . 4 OF 10
MYR
CALCU ATE08Y_ ON DATE 06- 21 -1999
(SEC 2237.52)
< = =NOTE: SINCE THERE ARE ONLY (3) MOMENT RESISTING BEAMS, THE LOADS OF
THE NONE MOMENT RESISTING BEAMS ARE TRANSFERRED TO THE CLOSEST MOMENT
• RESISTING BEAM
LEVEL wx(DL +LL) hx wxhz Fl Fi*hx*1.1 5
1 242 LB /LVL 3 IN 725 2 L8 7.31N LB
2 242 t.61LVL ' 48 IN 11 600 34 LB 1857.5 IN LB
3 242 LB /LVL 95 IN 22837.5 6. LS 7199.4 IN L5
Mconn(2)c MCO1(2) +Mcol(3)
• . •• 1,894 IN-LB
: ..
ere
Can OF TU,i(0
'
'• nORD
JUL 0 8 2003
Al N
E--102 LB 9,064 INLB = Movt
MC' t(2 )= (VcaI- FI) *h2 /2
= (51 LB -1 LB) 451,N /
= 1,124 IN -LS
RECEIVED
CITY OF TUKWII.A
JUN 2 52003
PERMIT CENTER
.Vm
FROM : HARDESTY ASSOCIATES
r
nrf
MATERIAL HANDLING ENGINEERING
TEL (909) 869.0989 • FAX: (909)869-C961
161 ATLANTIC AVENUE • POMONA • CA 917128
LAB AND SOIL
SCOPF
THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT
WILL BE ASSUMED T4 DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND Witt.
ACT AS A FOOTING.
A.).FUNCTiURE •
B),SLAB TENSION
PCai(static)_ 725 #
FAX NO : 7609440399
Pmax— 1.41Pcot +1.7'(P!ovt /depth)
2,299 #
Fpunct= 2 *sgrt(f c)
89.4 PSI
Apunc"= j(B +t /2) +(D +t /2)J *2tr
. = 94.0 INA2
fv /Fv= Prnax/(Aounct *;:Aunct)
•� • 0 -09 x.1,33 OK
Asoil= (Pmax''144) /(foil)
= 331.07 INA2
I. sgrt(Asoit) + t
= 22.20 I
a= sgrt(8'D)Yt
. '.62 "
b - � (L -B) /2
• 7.3 "#
Mcont = w1p`•2/Z
(1,33*fsoPbAZ). (144.2)
._ 245 "+
5canc -+ 1 - tA2 /5
3 2.S7 IN""3
Fconc 5
- 145.34 PSI
PROJECT PACIFIC SUNWEAR
FOR f.LF MASTER —
SHEi:"T NO. j O
OF Q _ --
CALCULATED BY MYRQh� DATE 06-21-1999
•
Movt= 9,064 "#
Jun. 23 2003 04:26PM P10
OK
5.25
dentli : 12.0 "
CONRE rE
• Pc= 2,000 PSI. :
t= 4.0
07. 0.65
C OIL
frail= 1,000 'SF
fb /Fbz tv'conci(Sconc *Fconc)
▪ 0.63 < 1.33 OK SLAB AND SOIL OK
+"
w
Ir2
0
00
N0
J4
N LL
w
u_?
=w Z I
U�
O N
O I--
w w
I H
92 0
• Z
U=
O ~
z
r Yj.F+r•� iu:4.
�p �a Y w�iJa }i4U�.�a• }bS!� -� : .
FROM : HARDESTY ASSOCIATES
MATERIAL HANDLING ENGIN6EPJR1G
TEL' (909) 869.0989 • FAX: (909) 8894196
161 ATLANTIC AVENUE • POMONA • CA 417- -8
FAX NO. : 7609440399
COLUMN ANALYSIS
ANALYZED PER 1997 UBC. SECTION PROPERTIES BASED ON THE. EFFECTIVE 'SECTION.
Pstaticm OF LEVEL,'`''(WDL + WLL )
* (120LB + 25 L8)
. 725 LB '
Pseismtc= E (FI*hn) /d'epth =(Mont /FRAM€ CEPT'ri)
= 7882 1N -LB /12 IN) .
= 657 LB • •
� Ptotal= 1,382 LB
� Mmax= 1,1141N -LB : I
KxL cJrX x 1.2' 12 1N /0.506 1N
19.2 • .
KyLy /ry = 1.2'1 Z IN/0.639.1N
22.5 . • <=•=, (iK
Fe= nAaE/(KL/r)maxA2
= 573.3KSi'
• Fy /2= 18.0 KSI
SINCE, Fe , Py /2
THEN, Fn- Fy(1•Fyi4Fe) ' • . • • (EQ. C4.3)
= 36 KS1'11 - KSt/(4 KSI))
35.4 KSI
Pm. Aeff'Fn (EQ C4 -2)
= 21,26S LB
�c= 1.92
A L
Par' Pr/lc (EQ C4 -1)
= 21268 LB/1.92
- 11,077 LS
PJPa= 0.12 0.15
FLEXPRg
CHECK: P /Pa + Mx /Max 5 1.33 (EQ C3.3)
Amy
THUS,
Pno= Ae'`Fy
- 0.6 I11�2 +36000 PSt
= 21.607 LB CAP( OF EN K.A
Pao= Pno /lc APPROVED RECEIVED
= 21 607 13/1 .92 c.rrr of TIJKwo t
1 1,254 LB . JUL 0 8 2003
Ivtyield -My= Sx *Fy • • JUN 2 5 2003
- 0.208 IN ■3 * 36000 PS1 AS WAD
. 7,474 IN -LB PERMIT CENTEI:
Max= My /Of
7474 IN- L9/1.67
4,475 IN -LB
Pcr= It "2EI /(KL)max "2
= nn2 *29500000.PSI/(1 IN) ^2
474,725 L8 : .
Jun, 23 2003 04:23P11 P5
PEC PACIFIC SUNWEAR
FOR SHELF MASTER
SHEET NO. OF
CALCULATED BY MY DATE , 06-21- 1999
dAETEN TO IJPPIC,.1
%N't1UW It: g* I'
s:.aEW A'
rf 1,67
Grnx= 1.0
Cb= 1.0
(EQ C4.1 - 1) FIRM . ina `
r?oktf w =w
SECTION PR PERTIF
A= 3.0 IN
6== 1.5 IN
t = 0.07S IN
Aeff = 0.600 mina
Ix - 0.338 INA4
S:; = 0.208 INA3
rx = 0.751 IN
Iy - 0.241 INn4
Sy = 0 1d3 INA3
r = 0.639 IN
Kx =1.2
Lx = 12.0 IN
Ky 1,2
Ly 12.0 IN
Fy- 36 KSI
E= 29,500 KSI
Nx= {1 /(1 " -1
11/[1 "(1.92*1382 LB'474725 LB)) }"-1
0.99 ..
(138Z L8/11077 LB) ± (11.44 IN- LB/4475 1N-L6) _ 0.39 < 1,33. OK (EQ C5.3)
r
•
FROM : HARDESTY ASSOCIATES
MATERIAL HANDLING ENG INEE RING
TEL: (949) 889.0919 • FAX: (909) 8694981
161 ATLANTIC AVENUE • POMONA • CA 1768
VcokV/z= 51.0 L$
Movt =• (E F * hi) +1.15
- 9,064 IN SEE SEISMIC DISTRIBUTION
Mst E (WDL + WLL)Vd /2
= 5 LEVELS * (25 LB /LVL + 120 LB /LVt. )' 12 IN/2
4,350 IN -LB
Pupiif . (Moot. - Mst) /d •
= (9064 IN -L3 - 4350 Cad- L8) /1Z in
393 LB ; '• . . .
114'
MIN. EMBOMNT
USE 1/4 IN IN DIAM. x 2 IN MIN. EMBED. HILT1 K II (I.C,6.0. #4627).
PULLOUT CAPACITY= Z65 LB
SHEAR CAPACITY- 400 LB
# OF ANCHORS- 2
FAX NO. : 7609440399 Jun. 23 2073 04:25PM P9
•
QVE_ ��____ RTURNi__NG(ANCHORAGE_„ANVALYSIS 12 ". DEEP UNIT
PER DIV X, sEcTION 2228.7.1
PROJECT PACI f I C SUNWEAR
Fon SHELF MASTER
SHEET NO. ..._,..r. - _. OF 10
CALCULATED BY MYRON DATE 06- 21- 1999
EL ..
S
EL 4
EL
F5
I. +
h
<�= AT LEAST 2. PER FRAME OR 4 PER UN1 i'.
COMBINED STRESS:
(392.8 LSI(2 *26S LB)) f(51 L8 /(Z *400 LB)) = 0.80 { 1.0 OK
Fl
# LEVELS 5
d= 12.0 IN
H. $6 IN
NO INSPECTION REQUIRED.
FROM : HFIF.DESTY ASSOCIATES
•
MATERIAL. HANDLING ENGINEERING
TEL: (909) 869.0889 • FAX: 1509) 869 -0891
161 ATLANTIC AVENUE • POMONA • CA 51768
Mconn �„ ^�»,q r��.b •....•_.
CAPACITY OF STUD_ iN
ValfOw= 0.4 *..Fy l AREA ,1.3
1,309 LE • • •
Mallow= Vallow k d
1,964 Ifs
FAX NO. : 7609440399 Jun. 23 2003 04:23PM P6
Mconn 6r,
PROJECT._..._.
„HECK„CAFAC1tY OF DOUBLE RIVET B A QNNECTION
SINCE THE FRAME IS ASSUMED TO RESIST THE SEISMIC LOADS AS A MOMENT RESISTING
FRAME, THE CAPACITY OF THE. RiVfwr Luz a SHALL 6F O ERMLNED.
afiE:E r NO, 6 10
CALCULATED BY MYRON DATE _ 06 - 21 -1999
M_ cunq
4 \
1 Vailow 0`-Z ° .....) \
1 ..': • - fi OA_ Mlconn)I •
1
i
1 ' 4 " O t 4 , M. RIVE I @ 11,/'?-
ARE.AY 0,049 INAZ
Fy= 50,000 Ps;
RECEIVED
CITY OF TUte IAJ ft Ti A
JUN 2 5 2003
PERMIT CENTER '
z
1F- •
w
Iz
_J C.)
O 0
N
co w
J
N
NLL
w 0
J
u.
• d
=W
F-
Z
H O
W H-_
• W
U
o �
W W
L I O
w z.
1
O
Z
FROM : HARDESIY ASSOCIATES
ANTI-TIP DEVICE CHECK
MATERIAL HANDLING ENG INEERING
TEL (909) 969-0989 • FAX: (909) 869•0991
161 ATLANTIC AVENUE • POMONA • CA 91786
Puptit. = 395 1.8
LIP LENGTH 1.000 IN
UP WIDTH 12.00 IN
LIP THICKNESS = 0.120 IN
!:y = 33,000 PSl
P(anti -tip) 39 LB
M(tab) = P(antl- tip *d).•
S - (bThA2) / 6 = 12 IN x (0.1196 1N) A2 / 6 —
fb = M(tab) / S = 392.8 IN-LB / 0.0286 INA3
Eb = (0.6)1Fy 1 = 19,800 PSI
fb /Fb ^ 13731,9 PS; ! 19800 PSI
FAX NO. : 7609440399 Jun, 23 2003 04 :25PM P8
PROJECT PACI Fl C SUNWEAR
hoH SHELF MASTER
393 x 1 IN = 392.85 IN -LB
0.0286 (N'3
13,732 PSI
0.69 < 1.0 ANTI -LIP IS OK
SHEET N0. 8 OF 10
CALCULATED BY MYRON DATE 06- 21 -1 999
,A tir;,' i :ay:i "v:; .:. za «K := z ^ntj .. t # M �, h;.. 3 ::, 7. ski ✓..' ?Ai r
. x+ wn: ouv.. rr, a. a' G� ''Y•`�Y:.i?`+3i;�:� < «a�Yt, °iir
FROM : HAPDFSTY ASSOC I RTES
MATERIAL HANDL/NQ ENGINEEFi1Na
TEL (909) A69.0949 • FAX: (909} 869-0 1381
iai ATLANT}C AVENUE - POMONA • CA 51988
SHELF LOAD(OI, +LL). 14S LB /LVL
TOTAL SHELF AREA.- 576 IN
TR16 AREA 8= 72 IN•q
TRIE AREA A= 21G INr Z
BEAM TYPE 1(A) LOAD. SHELF LOAD * (AREA A/TOTAL AREA)
= 1.13 L$ /IN
BEAM TYPE 20) LOAD SHELF LOA() la (AREA B/ TOTAL OT.A.L AREA)
1,51 LS /1N
SHEET NO.
«... .11111111
SHELF ANALYSIS
THE SHELF SHALL BE ANALYZED TO DETERMINE THE ADEQUACY OF THE COMPONENTS TO CARRY THE
GIVEN STA11C LOADS. ASSUME EIMPLY SUPPORTED END CONDITIONS.
BEAM_TYPE 1 Tta
/AMU wL "2/S
(1.1 3 13/1N) `(4B)AZi 3
TA 326 IN-LE
fb= M/S
= 326.25 IN-L6/ Q.Q4. 1 NA3
7,749 PSI
F U.6 *Fy
= 0.6 * 36000 PSI
=
21.600 PSI
0,36 •: 1,0 BEAM TYPE 1 OK
FAX HO. : 7609440399 Jun. 23 2003 04:24PM P7
FOR SHELF MASTER
Au= SWI A4/(384Ei)
51 - 133 LB/IN*(48 IN114/(384 *28X1 O P5}* INh4)
= 0.110 IN
4ailcrw &-L/240 ge 0.200 IN OK
BEAtELYELZSEE
Mrnal = wLA2!3
27 IN-LB
fb= MIS
646 PS1
Ft. 21,600 PSI
fb /Fb� 0.03 1.0 BEAM TYPE 4 OK
7 OF 1 G
MYRON 2 . 199 9
CALCULATED BY f7ATE
SHELF SUPPORT .. w
,� trrr�m �
ii'.�ivi: D.t�i'll•A. Y�dvL:•ti'X�4:..1�'iw'1in•/•. I
RECEIVED
CITY CIF T! pel +
JUN 25 2003
PERMIT CENTEf,
A.6 1/2"
1
BEAM TYPE 1: SRS,
ix= 0 -0241 INA4
Sx. 0.0421 IN,'3
L= 48.0 IN
REAM TYPE 2 :„SCI t
Sx : 0,0421 INA3
L= 12.01N
FROM : HARDESTY ASSOCIATES
STORAGE RACKS
DRJVE•W R. Xs
CA.NT1LEVER RACKS
M:22.ANINES
CONVEYORS
CAROUSELS
PWHEACX RACKS
RACx Mt DINGS
161 ATLANTIC STREET
STEEL SHELVING
MOVAt3L SHELY1NII
STORAGE TANKS
MODULAR OFFI+S
6CNO:?LAS
8OOKSTACKS
FLOW RACKS
FOOTINM
FAX NO. : 7609440359
SE1ZMIC OHIO
CAUFORNIA
MATERIAL HANDLING ENGINEERING
SEISMIC ANALYSIS ALAJtC4 IND14tU.
57AUCTUFAL DESIGN
ARIZONA vim' S O IAtinMA
CITY APrRpVALS u1 INgl�
STATE AFr- T::ivAt,;, OREGON
C4:.�?4C�4 MINNESOTA pE!�rLV>:tJl
PRCQL� rSTlNG CONNfcrtcvr 41`.+S11UP: TEYA
FIELD IN$r`6_: �tON GEORGIA
„AHa �AH
S GAL : AF¢!C.TION IDAHO t•� iAt?e vlk,;N1A
DEMIT; mz Sa'RVICES ILUNt:t$ NEW !.F,XCA W4VING i ON
vviSCONSIN
SP:1S IC. AN.- LYSIS OF
• SHELVING UNITS
FOR
PACIFIC .S I NWEAR
ZONE 4, NEAR FAULT FACTOR = 1
JOB #:99.130)2
R.OV .:Q BY
1 E. FATEEN,
6/1 8'99
Jun. 23 2003 04 20P P1
POMONA • Ca • S1768 • 'TEL ' (909)869 -0989 • FAX : (909)869 -0981
REVISION NO. 1
CATY OF TUKWILA
'APPROVED
JUL 0 2003
As 9OIEU
11304.4 pi■PtsZir
z
• z
ce LIJ
6 0
O 0
CO W
WI
W u_
w 0
u..
• D
'T
in
z 1 ._
o
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LIJ
n 0
a 1-
L1J
L I 0
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1
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JUL — ®8 - 2003 09:02
I
ATTACHMENT TO STRUCTURE ABOVE .
SALE: s" , 1
AAD:
nmowe� a MwK KA NA
p.n.ld J. Huo w1N
pas Koih N6 W tl N IM
3 5/b" X IbOA, METAL MOM
AIT,!.01.1157 rcy IXIVIIN6 4" X
10' r4001, DEANS W/(4)2"
WOOD 50IREM. —"
• • L
fitch
!'XI5T. ROOT irmc.n,. YC.Rir 1
CXAGT GaHPI »IONS IN T1-6
r1rLD.
I �
6" x Ibgge. METAL 9n •
Lig" 0.0. ATTAGNNO TO
3 5/3 X ILEA. METAL
3 •/ (3) 1•10 sGRE1'Is
AKElo Pt Cat•_AN YV
(2) 2" Wooa OGR0e46.
`
—.5 5/5' X toga. gT
I �I a VP4 E 24" O,G,
b' x Ib9Q. METAL 3TIm e
O.G. ATTACH TO
$
WV X I60A, '4!TAL
vivo W/ (g) $IC saRoss
AND TO 1 BEAM MV
(2) 2' HOOP E.414E1'42..
D /8" X 200A.
DW+6IGNAL MAC •
\\ \
oar ATTA0H212 To 6" x
163A, MIN.. MO H/ (g)
' *OWNS,
PROJECT: Pacaun
i ..
OAST. R00? =GK. VCRIPY
WT GONGITIoNS N THO
REC '", V;ginD
WJL 2 c ?003
E
DEPARTMENT
LOCATION: Parkway ,S iper Center. Tukwila, WA.
1iTLI::Cunnectlon Details
pROJECT# A03096
480 998 7223 P.01/01
5750
DWG: 1
JuL
DATE: 07 -07-03
TOTAL P,01.
9/23/03
Dave Larson
City Of Tukwila
Building Department
6300 Southcenter Blvd. #100
Tukwila, WA 98188
RE: Pac Sun, Parway Super Center
17340 South Center Dr.
Dear Dave:
Sincerely,
Hardesty & Associates, Inc.
Irvine Office
Scott D. Hardesty
SDH /jm
Enclosure
•.
HARDESTY & ASSOCIATES, INC.
National General Contractors Specializing in Tenant Improvements
2102 Business Center Drive, Suite 130
Irvine, CA 92612
(949) 253 -4188 • Fax (949) 253 -4189
San Diego Office: 1516 Main Street, Suite 106 • Ramona, CA 92065 • (760) 789 -1210, Fax (760) 789 -1209
Enclosed is the revised engineered drawings for the rolling shelf system at the
referenced location.
The new drawings show the anti -tip rail at the center of the rolling units as assembled
at the store.
I hope this clarifies all the issues with the design and installation of this unit.
Please call and let me know if we need any further information or if we can close this
file out.
ECEY J` D
SP 2
BLIIL N
DEPARTMENT
Jai /37
z
Q
H
w
00
WI
U)o
w
2
J
u. ?
a
= w
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HO
Z I,
0-
01-
w W
1-
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w
U=
z
September 17, 2003
Re: Pacific Sunwear #735
Tukwila, WA
Dear Mr. Hardesty,
chard Freiholtz
Director of Retail Store Design and Sales
RF/kg
SHELF MASTER, INC.
"Creating intelligent storage solutions"
Here are the revised detail sheets showing anti -tip rail at one place (center rail)
in the 96" carriage.
Any questions please give me a call.
Regards,
2831 E. Coronado Street, Anaheim, Califorgo 92806
Tel: (714) 632-5027 Tel: (800) 847-4353 Fax: (714) 632.5047 www.shelfmaster.com
Stocking Distributors o: Rivetier • Sammons • Metro • Pacific • Rapid • Lyon • Akio-Mills . Nashville Wire • Ouik Pik • New and Pre-Owned Contractor Lic. #594012
•
I I Hardesty + Associates
National General Contractors Specializing in Tenant Improvements
5/20/03
Joanna Spencer
City Of Tukwila
Public Works
6300 Southcenter Blvd. #100
Tukwila, WA 98188
Sincerely,
Hardesty & Ass • ciate ., In
att Har esty
COMMUNITY
DEVELOPMENT
Hardesty + Associates,inc.
2102 Business Center Drive
Suite 130
Irvine, CA 92612
t (949) 253 -4188
f (949) 253 -4189
Phone: (206) 433 -0179
RE: Permit #D03 -139, Pac Sun, Parkway Super Center, Tukwila, WA
RECEIVED
MAY 21 2003
Dear Joanna:
Per our conversation, I have figured for one new lavatory on the attached form. This is
based on the fact that there are 2 toilets & 1 lavatory existing within the space, which
are being replaced with 2 new toilets & 2 lavatories. Please call with any questions.
Thank you.
,
May 14, 2003
Mr. Matt Hardesty
Hardesty & Associates, Inc.
2102 Business Ctr. Dr., #130
Irvine, CA 92612
City of Tukw,'ila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
RE: Letter of Incomplete Application #1
Development Permit Application Number D03 -139
PacSun —17340 Southcenter Parkway
Dear Matt:
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on
May 9, 2003, is determined to be incomplete. Before your application can begin the plan review process
the following items need to be addressed:
Public Works Department: Joanna Spencer, at (206) 433 -0179 if you have questions concerning
the following:
1. Non - residential Sewer Use Certification (enclosed) needs to be filled out and signed by the
owner /agent due to the addition of new plumbing fixtures an sheet A -2. Please list only the
new fixtures.
Please address the above comments in an itemized format with applicable revised plans, specifications,
and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications
and/or other documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not
be accepted through the mail or by a messenger service.
If you have any questions, please contact me at the Permit Center at (206) 433 -7165.
Sincerely,
Stefania Spencer
Permit Technician
Enclosures
File: Permit File No. D03 -9
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665
1 '
Kind of Fixture
Fixture Units
No. of Fixtures
Total
Fixture Units
Public
Private
Public
Private
Bathtub and Shower
4
4
Shower, per head
2
2
Dental units
1
1
Dishwasher
2
2
Drinking fountain (each head)
1
.5
Hose bibb (interior)
2.5
2.5
Clotheswasher or laundry tub
4
2
Sink, bar or lavatory
2
1
I
Sink, kitchen
3
2
Sink, other (service)
3
1.5
Sink, wash fountain, circle spray
4
3
Urinal, flush valve, 1 GPF
5
2
Urinal, flush valve, >1 GPF
6
2
Water closet, tank or valve, 1.6 GPF
6
3
Water closet, tank or valve, >1.6 GPF
8
4
Non -F ;idential Sewer Use Certif •ation
(To be completed for all new sewer connections, reconnections or change of use of existing connections.
This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.)
Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities
shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per
month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to
recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future
billings can be prepaid at a discounted amount.
Questions regarding the capacity charge or this form should be referred to King
(206) 684 -1740.
(Please print or type) (('"' ^ � II Property Tax ID # Z 4P 2 ti oq - ciU 7 -1
Owner's Name RIC g..ar (Gr 7•
(Last, First, Middle Initial) , Party to be Billed (if different from owner)
Subdivision Name Lot # Party's Mailing Address:
E. 11V1 'rya'crn,t Ave.
Subdiv. # Block #
Building Name (if applicable) pD..G L) 1 PO24. XAY.StJ rCC*C.
Property Street Address 11 .2,46
City, State, ZIP t iot , wiz%
Owner's Phone Number ( 714 ) 14/ 1 -1- 4 1-0 - 15?
Owner's Mailing Address (if different from above)
3450 E. yliVe t ion -Ave.
A e_1v, , CA q2-3
A. Fixture Units
Fixture Units x Number of Fixtures = Total Fixture Units
Total Fixture Units
Residential Customer Equivalent (RCE)
20 fixture units equal 1.0 RCE
Total No. of Fixture Units
20
RCE
r
For King County use:
Account #
Monthly Rate
Six Month Due
1058 (Rev. 8/01)
White — King County
County's Wastewater Treatment Division at
•411 • it . •
in Q
City or Sewer District 7 U KL/t/ /L
Date of Connection !'
Side Sewer Permit # £ O.3 x39
or Property Contact Phone # (
Demolition of pre- existing building? 0 Yes 0 No
Type of building demolished /)//9
Sewer disconnect date
B. Other Wastewater Flow
(in addition to Fixture Units identified in Section A)
Type of Facility /Process:
Estimated Wastewater Discharge:
Gallons /days
Residential Customer Equivalents (RCE):
187 gallons per day equals 1.0 RCE
Total Discharge (gal /day) _
187
C. Total Residential Customer Equivalents:
A Mph
(add A & B)
RCE
Signature of Owner /4f
Representative
Print Name of Owner/
Representative
RCE
I certify that the information given is correct. I understand
that the capacity charge levied will be based on this
information and any deviation will require resubmission of
corrected data for determination of a revised capacity
charge.
Date
Yellow — Local Sewer Agency Pink — Sewer Customer
.+.,.•r..
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
INS
ACTIVITY NUMBER: D03 -139
PROJECT NAME: PAC SUN
SITE ADDRESS: 17340 SOUTHCENTER PY
Original Plan Submittal
DATE: 06 -25 -03
Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works ❑
Fire Prevention i 7' 1"1 3
Structural ❑
DETERMINATI N OF COMPLETENESS: (Tues., Thurs.)
Complete Incomplete ❑
Planning Division
Permit Coordinator
DUE DATE: 06 -26 -03
Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS R�TING:
Please Route Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS 0 CORRECTIONS:
Approved Approved with Conditions 0 Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
DUE DATE: 07 -24 -03
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip,doc
2-28-02
PERMIT COORD COP
•
••ipzci {V t ef". Vi P
Documentthouting slip,doc
2.28 -02
PLAN R R�UTQN SLIP
ACTIVITY NUMBER: D03 -139
PROJECT NAME: PAC SUN
SITE ADDRESS: 17340 SOUTHCENTER PY
DATE: 5 -21 -03
Original Plan Submittal X Response to Incomplete Letter # 1
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Buil� 41,0z/ -22--o3
ivlsion
Public Works
(0 n� J o,3
Fire Prevention
Structural
Complete ivr Incomplete
TUES /THURS ROU ING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved Approved with Conditions
Notation:
REVIEWER'S INITIALS:
n
C
n
� �
Planr(ing Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-22 -03
Not Applicable n
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg DI Fire ❑ Ping ❑ PW ❑ Staff Initials:
No further Review Required
DATE:
DUE DATE: 6-19-03
Not Approved (attach comments)
n
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials:
DEPARTMENTS:
Complete ❑
APPROVALS OR CORRECTIONS:
»ERMIT COOR.0 (� i3y
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D03 -139
PROJECT NAME: PACSUN
SITE ADDRESS: 17340 SOUTHCENTER PY
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
DATE: 05 -12 -03
Revision # After Permit Is Issued
5(0 /IWO 6- �-°3
Building Division 0 Fire Prevention
Public orkstlii0.lf /-135 - Structural ❑
h/L 5
it
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -13 -03
Incomplete
Not Applicable ❑
Comments:
Permit Center Use Only
_
INCOMPLETE LETTER MAILED: r 'i5� .�i LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: .S-4S
TUES /THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
DUE DATE: 06 -10 -03
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2-28-02
PERMIT COORD COPY
DATE:
4JlM is iN,
'3LU:+r.Yr
t?,
Revision
No.
I
Date I Staff
Received I Initials
Date
Issued
Staff
Initials
I I I
Summary of Revision:
b ZS - 0 3
Received By: .
Revision
No.
I Date
I Received
Staff 1
I Initials I
Date
Issued
i • - Staff
I Initials
Summary of Revision:
b ZS - 0 3
i Co I
7 -Z8 -' Q3
I 1.AJ
Summary of Revision: `,
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Received By:
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Initials
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Issued
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REVISION LOG
PERM! T 10 i)e v -/3
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I Staff
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of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
(206)431 -3670
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, fax, etc.
Date: ' ' ` . ' '" ' Plan Check/Permit Number:
! -/
O Response to Incomplete Letter #
O Response to Correction Letter #
(E Revision # f after Permit is Issued
Project Name: fit\ C t NJ
Project Address: 1 -I ? 3 . cso T t)
Contact Person:
Summary of Revision: ; l t 1 .. 14 I /q 1) +
Tr) } - rsci +
PEAWTcENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center bv:
Entered in Sierra on
Phone Number:
is t
i r- a
PICENIo
CITY OF TUKWILA
JUN 252003
e
08 /30 /00
City of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
(206)431 -3670
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, fax, etc.
Date: Plan Check/Permit Number: PO J r /5e3
[ Response to Incomplete Letter #
0 Response to Correction Letter #
0 Revision # after Permit is Issued
PA&
1194o `z ou.f i4v
Mat -iii.e
Summary of Revision:
Project Name:
Project Address:
Contact Person:
OA ' ate � .. ���J � i�� . I
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
g Entered in Sierra on
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bRrAgy.:y Y i t x.}v r: r'
Phone Number:
'�RYtS',N:J
REr.FIVFn
CITY OF TUKWILA
MAY 212003
ID Ala1 i c :7 — \1 T FF
08/30/00
n+nxw.v+eK�CVtY,�t+.ft,�SS
5-032-000 (11197)
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REGISTERED AS PROVIDED BY LAW AS1
CONST CONT GENERAL
• . . • . REGI ST . .• # • EXP . DATE
CCO1 PHARDEI066PP 1.1 /02 /2003
EFFECTIVEi'..DATE .10/17/1994
- ,
HARDESTYWAS SOCIATES iINC.
1991 VILLAGE PARIC.WAY.7180 '
ENCINITAS .'CA . 92024 . . • 2 .:*
I Sijiature " '
Issued by DEPARTMENT OF LABOR AND INDUSTRIES
Please Remove
And Sign
Identification
Card Before
Placing In
Billfold
" .4st4414•44,16$44%4$411.,4'&..A.:Atij;lai,A4
'kg
KEY PLAN
PARKWAY
.n....1/l,r..+. .•.n,., „ .,... we. wr .rn,.w.' .
i
VICINITY MAP
TUCWLA, WASI#IKiTON
ALTA.
PROJECT LOCATION
IIT.f. 4
114. linCILLANEOUS NOTE& • .................0,0....100 .
* POW SPRINKLIIIIk ..
•
PARKWAY SUPER CENTER
SPACE NO. 17340
17340 SOUTH CENTER PARKWAY
TUKWILA, WASHINGTON
DULDINCk
MECHANICAL.:
PLUMBINGt
ELECTRICAL:
HANDICAP:
ENERGY:
FEE
E CONSTRUCTION TYPE M —N
S. OCCUPANCY:. M (MERCANTILE)
S LEAS PREMISE& 3,909 SQ. FT
1t OCCUPANT LOAD • TOTAL
PROJECT DATA
1997 UNIFORM BUILDING CODE
1997 UNIFORM MECHANICAL CODE
1997 UNIFORM PLUMBING CODE
1999 NATIONAL ELECTRIC CODE
1998 CABO ANSI A117.1
2001 UNIFORM ENERGY CODE
1997 UNIFORM FIRE CODE
t PROJECT NAME . . PACSWI
2. PROJECT DESCRIPTIOft . CLOTHING SALES (RETAIL)
3. PROJECT LOCATION PARKWAY SUPER CENTER
17340 SOUTH CENTER DRIVE
SPACE NO. 17340
TUKWILA, WASHINGTON
4. TENANT:. PACIFIC SUMMAR STORES CORP.
3450 EAST MIRALOMA AVENUE
ANAHEIM, CALIFORNIA 92806-2101
(714) 414 -4000
KIM BENNETT kbennett®pacificsunwear.com
S. LANDLORD:. .. KINCO REALITY GROUP
5238 MANZANITA AVE.
CARMICHAEL, CALIFORNIA 95608
CONTACT: BILL ANDREWS
PHONE: (916) 349.7495
L ARCHITECT:.. . AAD :
15425 NORTH GREENWAY-HAYDEN LOOP, SUITE #100
SCOTTSDALE, ARIZONA 85260
PHONE: (602) 998 -4200
FAX: (602) 998 -7223
E -MAIL: shone_molnorOfitchww.com
7. QOVERNNIKI CODES: ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED
OF THE FOLLOWING: AND ANY OTHER STATE AND LOCAL CODES
NUMBER OF OCCUPANTS = 106 TOTAL NUMBER OF EMPLOYEES AT ONE TIME =
PUBLIC AREA: 3,075 S.F. - 30 = 103
NON PUBLIC AREA: 834 S.F. = 300 = 3
12. TWO (2) EXITS REQ., TWO (2) EXITS PROVIDED
* EMT LL ATE .......... .............. EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDED
1 IM UNCIPAL, REVIEW: _ .�..�.. DEVELOPRIEIT DEP
6300 SOUTH CENTER BLVD.
TUKWILA, WASHINGTON 98188
CONTACT: BOB BENEDICTO
PHONE: (206) 431.3670
TENANT'S GENERAL CONTRACTOR
ING CONDITIONS PRIOR TO START
CREPANCIES TO TENANT'S ARCHIT
TENANT'S GENERAL CONTRACTOR
ING CONSTRUCTION PROCEDURES,
TO, THE REQUIREMENTS
HAVING JURISDICTION.
3
AS SHOWN ON SHEET E2.
SEPARATE
PERMIT AND
APPROVAL
REQUIRED
SHALL VISIT THE PREMISES AND VERIFY ALL EXIST -
OF CONSTRUCTION AND SHALL REPORT ALL DIS-
ECT.
SHALL CONFORM TO ALL REQUIREMENTS REGARD -
INSURANCE, ETC., AS SET FORTH BY THE LANDLORD
•
AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE. THE CONTRACTOR
SHALL REWORK AND MODIFY FOR NEW ROOM LAYOUT AND CEILING HEIGHTS IN CONFORMANCE
WITH N.F.P.A. 13 STANDARDS AND LOCAL CODES & REGULATIONS. ALL WORK SHALL BE DONE
BY A QUALIFIED SPRINKLER CONTRACTOR WHO SHALL DESIGN AND PREPARE SHOP DRAWINGS
AND SUBMIT THEM TO THE LANDLORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALL-
ATION. SPRINKLER CONTRACTOR SHALL BE LANDLORD APPROVED. HEADS IN CEILING TILES
TO BE CENTERED IN TILES WHEN IN A PUBLIC AREA.
SPRINKLER HEAD TYPES:
STOCK ROOM, TOILET ROOMS, OFFICE & HALLWAYS: SEMI RECESSED W/ CHROME ESCUTHEONS
SALES AREA: SEMI RECESSED W/ CHROME ESCUTHEONS
STOREFRONT SOFFIT: FULLY RECESSED W/ POP-OFF COVER (WHITE)
•
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SP1
SP2
SP3
D1
Al
A2
A3
A4
AS
A6
A7
A8
El
E2
E3
ti
SPECIFICATIONS
DEMOLITION PLAN
FLOOR PLAN
INTERIOR ELEVATIONS
MECHANICAL PLAN
RESPONSIBLITY SCHEDULE
REFLECTED CEILING PLAN
SECTIONS AND DETALS
SECTIONS AND DETALS
SECTIONS AND DETALS
Revtsolsts
'so CtiAtiCIES Stott. SE WI
THE SCOPE OF Wow( vrikaTt404 0%1%4,
P ppRt VM ' tom►- �' . ' 9 1. J '
is
INDEX OF DRAWINGS
TITLE sir
FINISH SCHEDULES AND SPECIFICATIONS
FIXTURE / FLOOR FINISH PLAN
STOREFRONT ELEVATION AND SECTIONS
MECHANICAL NOTES AID SPECS.
PLUMBING PLAN, NOTES AND SPECS.
ELECTRICAL POWER PLAN
ELECTRICAL uoHrNG PLAN
ELEcnRIcAu. sus, DIAGRAMS AND NOTES
FILE COPY
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's copy of approved plans acknowledged.
SEPARATE PERMIT
REQUIRED FOR:
M ECHANICAL
LECTRICAL
LUMBING
G PIPING
CITY OF TUKWILA
BU►LC1MG DIVISION
Ci1YlIIMMJI
IMOVED
MAY 2 7 2003
&S NOIED
fiit4t £4iHkif 1k6f rI�v
-fD i Ye4frfifrw. eeiunt .
OfTYOF TUKWILA
MAY + 2t;c
POUT CIDITER
735
;OPYRIGI4T WHIM
Thud drawings and specifications ore copyrighted and
subject to copyright protection as on "architectural sorb`
under Mc. 102 of Oho copyrigni act. 17 U.S.C.
amended december 111110. the protection includes.
w ith ou t IlmNotlert, the overell form. arrangement one
composition of woos. and elomonts of the design.
Under such protection, unauthorised use of nu m.
drawings end specifications moy result In cossatlen of
construction, building *sieure. and /or monetary liability.
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THE WORK INCLUDES NEW TENANT IMPROVEMENTS IN AN EXISTING MALL SPACE, PER SQUARE
FOOT CALCULATIONS AS NOTED ON THE TITLE SHEET. CONTRACT WILL INCLUDE CONSTRUC-
TING WALLS AND CEILINGS PER "PACIFIC SUNWEAR" STANDARD FINISHES, DETAILS & SPECIFICATIONS.
SECURE AND PAY FOR GOVERNMENT FEES, LICENSES, AND PERMITS.
2. CONTRACTORS SHALL VISIT THE PREMISES WHILE BIDDING AND SHALL FAMILIARIZE THEM-
DEVELOPING
SELVES WITH EXISTING THEIR BID. CONDITIONS AND THE REQUIREMENTS OF THE PROJECT PRIOR TO
MATERIAL QUANTITIES SHALL BE BASED ON ACTUAL FIELD CONDITIONS AND MEASUREMENTS.
00 NOT RELY oN SCALING PLANS FOR ACCURATE DIMENSIONING.
3. PRIOR TO BEGINNING THE WORK, VERIFY ALL EXISTING DIMENSIONS AND SQUARE FOOTAGES.
NOTIFY THE OWNER OF COMPLIANCE OR DISCREPANCIES, COMPARING THOSE DISCREPANCIES
TO THE NUMBERS ON THE TITLE SHEET.
4. CONTRACTORS SHALL TAKE CARE TO PROTECT ADJACENT AREAS FROM DUST AND DAMAGE
DURING THE CONSTRUCTION PROCESS, AND SHALL CLEAN UP AFTER THEMSELVES AT THE
END OF EACH WORKING DAY.
5. ALL RUBBISH AND TRASH SHALL BE REMOVED FROM THE PREMISES AND PROPERLY DISPOSED
OF EACH DAY. NO RUBBISH SHALL BE LEFT IN THE PREMISES AFTER WORK IS COMPLETED
EACH DAY.
6. ALL DRAWINGS HEREIN CREATE AN ENTIRE PACKAGE. ALL TRADES SHALL BE RESPONSIBLE
FOR REVIEWING THEIR RESPECTIVE REQUIREMENTS AND COORDINATING THEIR HIDDEN OR EX-
POSED WORK WITH OTHER RELATED TRADES.
7. COORDINATE ALL WORK OF THE VARIOUS TRADES AND SUBCONTRACTORS TO ASSURE EFFI-
CIENT AND ORDERLY INSTALLATION. PROVIDE ACCOMMODATION FOR ITEMS INSTALLED AT A
LATER DATE. VERIFY THAT CHARACTERISTICS OF ELEMENTS OF INTERRELATED OPERATING
EQUIPMENT ARE COMPATIBLE; COORDINATE WORK OF VARIOUS SECTIONS WHICH HAVE INTERDE-
PENDANT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE, SUCH
EQUIPMENT. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND
ELECTRICAL WORK AND FIRE SPRINKLER SYSTEM WHICH ARE INDICATED, DETAILED, OR IMPLIED
DIAGRAMMATICALLY ON DRAWINGS.
8. UNLESS SPECIFICALLY NOTED, PROVIDE AND PAY FOR LABOR, MATERIALS AND EQUIPMENT,
TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, AND OTHER FACILITIES AND SERVICES
NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK, INCLUDING PERMITS.
UTILITIES SHALL BE PROVIDED BY OWNER.
9. GENERAL CONTRACTOR SHALL PURCHASE AND MAINTAIN INSURANCE COVERAGE IN ACCOR-
DANCE WITH THE REQUIREMENTS OF THE LANDLORD AND THE TENANT. VERIFY AND COOR-
DINATE WITH THE TENANT'S PROJECT MANAGER, ANY ADDITIONAL REQUIREMENTS.
10. FURNISH ALL REQUIRED TEMPORARY FACILITIES AND ALL TEMPORARY UTILITIES IMMEDIATELY
AFTER RECEIPT OF NOTICE TO PROCEED FOR USE IN CONVENIENCE OF ALL THOSE ENGAGED
IN THE PROJECT WORK.
11. ALL CONTRACTORS MUST STAY BEHIND THE BARRIERS AND MAINTAIN ACCESS TO SUCH AREAS
CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS. FAILURE TO MAINTAIN CLEAN
STOREFRONT WILL RESULT IN BUILDING MANAGEMENT HAVING SUCH MATERIALS AND DEBRIS
REMOVED AND ALL CHARGES FOR MAINTENANCE WILL BE BILLED TO GENERAL CONTRACTOR.
12. COORDINATE ALL CONSTRUCTION & SCHEDULING WITH THE BUILDING MANAGER REVIEWING ALL
SCHEDULED ACTIVITIES AT OUTSET OF CONSTRUCTION:
13. ALLOWABLE TOLERANCES -- UNLESS OTHERWISE NOTED OR INDICATED, THE FOLLOWING TOLER-
ANCES SHALL APPLY TO ALL WORK:
a. ALL VERTICAL SURFACES SHALL BE PLUMB OR CONSTRUCTED TO THE EXACT SLOPES OR
ANGLES INDICATED.
b. THE MAXIMUM DEVIATION FROM THE TRUE PLANE FOR VERTICAL AND HORIZONTAL
SURFACES SHALL NOT BE GREATER THAN 1/8" IN 10' --0" AS MEASURED BY A
STRAIGHT EDGE PLACED ANYWHERE ON THE SURFACE.
c. ALL HORIZONTAL SURFACES SHALL BE LEVEL OR CONSTRUCTED TO THE EXACT ANGLE
INDICATED OR INTENDED.
d. WALL AND SOFFIT INTERSECTIONS SHALL BE 90 OR THE EXACT ANGLE INDICATED OR
INTENDED.
e. ALL CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE WITHOUT DENTS, WAVES
OR BULGES OR OTHER BLEMISHES.
ALL JOINTS SHALL BE TIGHT, STRAIGHT, EVEN AND SMOOTH.
ALL OPERABLE ITEMS SHALL OPERATE SMOOTHLY WITHOUT STICKING OR BINDING
AND WITHOUT EXCESSIVE "PLAY" OR LOOSENESS.
f.
9.
14. THE FOLLOWING MATERIALS SHALL BE LEFT AT JOBSITE. THEY SHALL BE TAKEN FROM THE
SAME MATERIAL, LOT OR RUN USED TO CONSTRUCT AND FINISH THE PROJECT:
a. SIX YARDS OF CARPET. (IF USED)
b. FOUR FULL LENGTH STRIPS OF RUBBER BASE.
c. FOUR FULL CEILING TILES OF EACH TYPE.
d. 1 QUART OF EACH COLOR PAINT IN A TIGHTLY SEALED AND MARKED CAN.
MATERIALS SHALL BE LEFT IN ONE LOCATION UPON OWNER'S REPRESENTATIVE'S DIRECTION
AND APPROVAL.
15. THE OWNER OR THE OWNER'S SUBCONTRACTORS MAY OCCUPY PORTIONS OF THE PROJECT
DURING THE FINAL STAGE OF CONSTRUCTION. COORDINATE AND COOPERATE WITH THE OWNER
TO MINIMIZE CONFLICT AND FACILITATE THE OWNER'S OPERATION.
16. ALL DIMENSIONS AND FINISHES SHALL BE VERIFIED AND COORDINATED WITH EXISTING CON-
DITIONS PRIOR TO CONSTRUCTION, FABRICATION, OR PURCHASING. IN CASE OF CONFLICT BE-
TWEEN THE PROJECT REQUIREMENTS AND /OR EXISTING CONDITIONS, THE ONE HAVING THE
MOST STRINGENT REQUIREMENTS SHALL GOVERN, AS APPROVED BY THE OWNER.
17. PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTABLE TRADE PRACTICE TO INSURE THE
HIGHEST QUALITY FINISHED PRODUCT - EXPRESSED OR IMPLIED. PERFORM ALL WORK BY SKIL-
LED MECHANICS IN ACCORDANCE WITH ESTABLISHED STANDARDS OF WORKMANSHIP IN EACH
OF THE VARIOUS TRADES.
18. COORDINATE BLOCKING REQUIREMENTS WITH ADJACENT OR RELATED TRADES, ACCESSORIES,
EQUIPMENT & FIXTURES INSTALL REQUIRED BLOCKING AT NO ADDITIONAL COST TO THE CONTRACT.
19. REPAIR PROPERTY DAMAGE BY THE INSTALLERS TO A LIKE NEW CONDITION OR REPLACE
DAMAGED SURFACES AND MATERIALS OF THE PREVIOUSLY INSTALLED WORK BY OTHER
TRADES, INSTALLERS AND SUBCONTRACTORS.
20. WHERE REQUESTED BY THE OWNER TO CERTIFY CONFORMANCE TO TRADE STANDARDS OR THE
PROJECT REQUIREMENTS, THE CONTRACTOR SHALL ENLIST A TESTING LABORATORY AT THE
OWNER'S COST. IF THE REQUESTED TEST SHOWS NON - CONFORMANCE TO GENERALLY ACCEPTED
TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL CORRECT THE DE-
FICIENCY AT NO ADDITIONAL COSTS TO THE OWNER AND REIMBURSE ALL THE COSTS OF THE
TESTING TO THE OWNER, UNLESS THE CONTRACTOR HAS USED PRODUCTS INCORRECTLY LABELED
BY THE MANUFACTURER OR HAS MADE PREVIOUSLY APPROVED CHANGES.
21. PROVIDE SECURITY OF THE WORK, INCLUDING TOOLS AND UNINSTALLED MATERIALS. PROTECT
THE WORK, STORED PRODUCTS, CONSTRUCTION EQUIPMENT AND OWNER'S PROPERTY FROM
THEFT AND VANDALISM AND THE PREMISES FROM ENTRY BY UNAUTHORIZED PERSONNEL
UNTIL FINAL ACCEPTANCE BY OWNER.
22. MAINTAIN AN ACTIVE FIRE EXTINGUISHER AT THE PROJECT.
23. DO NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT
IS SPECIFICALLY DESIGNED OR SPECIFIED. ALL MATERIALS AND EQUIPMENT THAT ARE SIMILAR
SHALL BE THE SAME TYPE, MODEL, AND STYLE FOR THE SAME USE THROUGHOUT THE PRO-
JECT OR THEY SHALL BE REJECTED.
24. WHEN THE PROJECT REQUIREMENTS REQUIRE THAT THE INSTALLATION OF WORK SHALL COMPLY
WITH MANUFACTURER'S INSTRUCTIONS, PERFORM THE WORK IN STRICT ACCORDANCE WITH THE
MOST CURRENT WRITTEN MANUFACTURER'S INSTRUCTIONS.
25. ALL PRODUCTS AND EQUIPMENT SHALL BE DELIVERED IN UNDAMAGED CONDITION AND STORED
IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO AVOID DISRUPTION OF THE WORK
OR DAMAGE TO THE ITEMS. REPLACE DAMAGED OR UNFIT MATERIALS, AT NO COST TO THE
OWNER.
26. NOTIFY THE OWNER WHEN THE WORK IS SUBSTANTIALLY COMPLETE AND READY FOR FOR IN-
SPECTION. UPON INSPECTION, PROVIDE WRITTEN OPERATION AND MAINTENANCE INSTRUCTIONS
AND GUARANTEES FOR ALL EQUIPMENT AND MATERIALS INSTALLED. PROVIDE WRITTEN GUAR-
ANTEES FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE
WORK.
27. PROVIDE FINAL CLEAN -UP AND DAMAGE REPAIR AT THE PROJECT CONCLUSION. LEAVE THE
PREMISES NEAT, CLEAN AND CLEAR OF TOOLS, EQUIPMENT AND SURPLUS MATERIALS, UN-
LESS REQUESTED BY THE OWNER. CLEAN -UP SHALL INCLUDE AND NOT BE LIMITED TO:
a. POWER VACUUMING THE ENTIRE SPACE.
HAND DUSTING AND CLEANING OF ALL SHELVING, CABINETRY, CASEWORK, GLASS AND
MIRRORS BOTH INSTALLED UNDER THIS CONTRACT OR EXISTING WALLS, CEILINGS,
FIXTURES, ETC.
C. REPAIR OR REPLACEMENT OF PROPERTY DAMAGED DURING FINAL COMPLETION OF THE
PROJECT.
b.
on�ow : • orour� i rae�ro ut■urera
1. THE WORK MAY INCLUDE DEMOLITION OF EXISTING CONSTRUCTION, REMOVAL OF VARIOUS
ITEMS OF EQUIPMENT AND CONSTRUCTION, AND THE CUTTING OR ALTERATION OF EXISTING
CONSTRUCTION AS SHOWN, NOTED OR IMPLIED ON THE DRAWINGS. CONTRACTOR SHALL DE-
TERMINE AND INVENTORY ALL NECESSARY DEMOLITION AND ALTERATION OF ITEMS TO PRO-
VIDE FOR A COMPLETE INSTALLATION OF NEW WORK. ALL COSTS OF REMOVAL, REPAIR OR
REPLACEMENT SHALL BE INCLUDED IN THE BID. ADDITIONAL COSTS FOR DEMOLITION OF ITEMS
HIDDEN OR INACCESSIBLE DURING THE BIDDING PHASE, SHALL BE SUBMITTED FOR APPROVAL
PRIOR TO BEGINNING THE WORK.
2. AT ALTERED CONSTRUCTION, REPAIR CUT EDGES, REPLACE CONSTRUCTION, AND FIT NEW TO
EXISTING CONSTRUCTION TO MATCH EXISTING WORK. MAKE JOINTS OF NEW AND EXISTING
PATCHES VERY SMOOTH, EVEN AND PRACTICALLY INVISIBLE. COORDINATE ALL REPLACEMENT
AND REPAIR REQUIREMENTS WITH LANDLORD'S CONSTRUCTION CRITERIA AND TENANT'S CO-
ORDINATOR.
3. SAW -CUT CONCRETE WITH DIAMOND SAW; JACKHAMMERING WILL NOT BE PERMITTED EXCEPT
WITH THE EXPRESSED WRITTEN APPROVAL OF THE LANDLORD. CUT IN ACCURATELY LOCATED,
STRAIGHT LINES, AND BREAK OUT SECTIONS. FLOOR MAY BE CORE DRILLED WHERE APPROP-
IATE FOR INSTALLATION OF PIPES AND SIMILAR ITEMS. COORDINATE ALL CORE LOCATIONS
AND SLAB MODIFICATIONS WITH LANDLORD'S STRUCTURAL ENGINEER. WHERE EXISTING PIPING
AND OTHER SIMILAR ITEMS ARE UNDER EXISTING SLABS, EXERCISE CARE TO PROTECT FROM
DAMAGE. EXERCISE CARE WHEN CUTTING ADJACENT TO EXISTING WALLS TO AVOID DAMAGE
TO WALLS. IF DAMAGED, REPAIR AS REQUIRED TO ORIGINAL CONDITION.
4. DOORS & FRAMES: IF DOORS AND FRAMES ARE TO BE REUSED ON THE WORK, CAREFULLY
REMOVE DOOR FROM FRAMES AND REMOVE FRAMES FROM OPENING, TAKING CARE TO AVOID
DAMAGE. REMOVE HARDWARE, CLEAN, REFURBISH, AND STORE FOR REINSTALLATION WHERE
INDICATED. FOR DOORS AND FRAMES TO BE SALVAGED, CAREFULLY REMOVE FROM OPENING
AND DELIVER FOR STORAGE WHERE INDICATED.
5. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE. PROVIDE AND PLACE BRACING AND
SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE, AS DETERMINED
BY G.C. ENLISTED STRUCTURAL ENGINEER. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT
DAMAGE OR INJURY.
6. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN
AREAS AFFECTED BY DEMOLITION. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED
SERVICES. LOCATE SPRINKLER SHUT -OFF VALVE AND SMOKE ALARM PRIOR TO COMMENCING WORK;
COORDINATE REQUIRED MODIFICATION WITH LANDLORD.
7. CAREFULLY REMOVE MATERIALS AND EQUIPMENT WHICH ARE INTENDED TO BE REUSED. STORE
IN A SECURE LOCATION. REMOVE DEBRIS, REFUSE AND MATERIALS BEING DEMOLISHED IM-
MEDIATELY FROM THE SITE.
8. ERECT AND MAINTAIN WEATHERPROOF AND DUSTPROOF CLOSURES AND PARTITIONS TO PRE-
VENT WEATHER DAMAGE OR SPREAD OF DUST, FUMES AND SMOKE TO OTHER PARTS OF THE
BUILDING, IN ACCORDANCE WITH MALL GUIDELINES AND STIPULATIONS.
9. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION.
10. REPAIR ALL DEMOLITION IN EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER.
11. REMOVE FROM SITE CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED;
DISPOSE OF BY SAFE MEANS TO PROTECT HEALTH OF WORKERS AND PUBLIC.
DIVISION 3 - CONCRETE REPAIR & REPLACEMENT
1. WORK INCLUDES PATCHED, DEMOLISHED SLAB AND CERAMIC TILE, IF ANY; FILLING AND
LEVELING JOINTS AND CRACKS; AND FILLING ABANDONED ELECTRICAL BOXES AND ANY
HOLES GREATER THAN 1/2".
2. USE RAECO -LITH "R -35" AS UNDERLAYMENT FOR PATCHING OR APPROVED EQUAL. MIX
SHALL BE TWO PARTS - MORTAR MIX AND LATEX BINDER. MIX AND INSTALL PER MANU-
FACTURER'S LATEST WRITTEN AND RECOMMENDED DIRECTIONS.
I. GENERAL
1. THIS PRODUCT IS LIGHTWEIGHT IN NATURE AND WILL NOT IMPOSE A SIGNIFICANT LOAD ON
THE EXISTING FLOOR SLAB.
A. DESCRIPTION
1. A PORTLAND CEMENT - BASED, SELF - DRYING, SELF - LEVELING CEMENTITIOUS
TOPPING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
2. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY TO COMPLETE THE
CEMENTITIOUS TOPPING WORK AS HEREIN SPECIFIED.
B. QUALIFICATIONS
1. INSTALLATION OF THE CEMENT - BASED, SELF - DRYING, SELF - LEVELING TOPPING MUST BE
BY AN APPLICATOR USING MIXING EQUIPMENT AND TOOLS APPROVED BY THE
MANUFACTURER.
C. APPLICATIONS
1, AFTER PROPER PREPARATION, TOPPING SHALL BE SUITABLE OVER NEW OR OLD INDOOR
CONCRETE: UNFINISHED, ROUGH, RAINED -ON, FROZEN, SPALLED OR OTHERWISE
DETERIORATED CONCRETE.
D. DELIVERY, STORAGE AND HANDLING - DELIVER MATERIALS IN THEIR UNOPENED
PACKAGES AND PROTECT FROM EXTREME TEMPERATURES AND MOISTURE. PROTECT
LIQUIDS FROM FREEZING.
II. PRODUCTS
A. MATERIALS
1. WATER SHALL BE CLEAN, POTABLE, AND SUFFICIENTLY COOL (NOT WARMER THAN 700F).
III. EXECUTION
FLOOR CON
DTE T OPPOKI i
A. TOPPING SHALL BE ABLE TO BE INSTALLED 1/16" TO 1/4" IN ONE POUR, BUT MAY
BE TAPERED TO MATCH THE EXISTING ELEVATION.
B. TOPPING MATERIAL SHALL ACHIEVE COMPRESSIVE STRENGTH OF 6100 PSI AFTER 28
DAYS PER ASTM C109 MOD.
C. TOPPING SHALL BE WALKABLE AFTER 2 -3 HOURS AT 700F, AND BE ABLE TO BE SEALED
WITH A WATERBOME COATING AS SOON AS IT CAN BE WORKED ON WITHOUT
DAMAGE.
IN ADDITION TO THE GENERAL PROCEDURES DESCRIBED HEREIN, REFER TO THE
MANUFACTURER'S CURRENT PUBLISHED PRODUCT LITERATURE FOR COMPLETE
INSTALLATION DETAILS FOR THE MATERIAL BEING INSTALLED.
A. PREPARATION
1. ALL STANDARD ABSORBENT CONCRETE SURFACES MUST BE SOUND, SOLID, CLEANED,
AND PRIMED.
SPECIFICATIONS
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1. PROVIDE ALL MISCELLANEOUS METAL ITEMS INCLUDING MATERIALS, FABRICATIONS, FASTEN-
INGS, AND ACCESSORIES REQUIRED FOR FINISHED INSTALLATION AS INDICATED AND SPEC-
IFIED.
2. STEEL SHALL BE ASTM A366 AMERICAN OPEN HEARTH SHEET STEEL, FREE FROM SCALE
AND PITTING AND OTHER DEFECTS AFFECTING APPEARANCE.
3. TUBING SHALL CONFORM TO REQUIREMENTS OF ASTM A500 OR A501 AS APPROVED.
4. WHERE METAL ITEMS ARE TO BE ERECTED AND IN CONTACT WITH DISSIMILAR MATERIALS,
PROVIDE CONTACT SURFACES WITH COATING OF AN IMPROVED ZINC CHROMATE PRIMER IN
MANNER TO OBTAIN NOT LESS THAN 1.0 MIL DRY FILM THICKNESS.
5. SHEET STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A606.
6. CARBON STEEL BARS SHALL CONFORM TO REQUIREMENTS OF ASTM A321.
7. ALUMINUM EXTRUSIONS SHALL CONFORM TO ASTM B221. REVEALS TO BE BLACK ANODIZED
FINISH. (UNLESS OTHERWISE NOTED)
8. FASTENERS SHALL BE AS REQUIRED FOR ASSEMBLY AND INSTALLATION OF FABRICATED
ITEMS.
9. BOLTS SHALL BE LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS
CONFORMING WITH REQUIREMENTS OF ASTM A307; INCLUDE NECESSARY NUTS AND PLAIN
HARDENED WASHERS. FOR MEMBERS FOR SUPPORT OF STRUCTURAL MEMBERS OR CONNEC-
TION THERETO, USE FASTENERS CONFORMING WITH ASTM A325. FOR STAINLESS STEEL AND
NON- FERROUS ITEMS, USE TYPE 302 AND 304 STAINLESS STEEL FASTENERS.
10. MISCELLANEOUS MATERIALS: PROVIDE ALL INCIDENTAL ACCESSORY MATERIALS, TOOLS,
METHODS, AND EQUIPMENT REQUIRED FOR FABRICATION AND INSTALLATION OF MISCELLAN-
EOUS METAL ITEMS AS INDICATED ON DRAWINGS.
11. VERIFY DIMENSIONS PRIOR TO FABRICATION OR CASTING. FORM METAL ITEMS TO ACCURATE
SIZES AND CONFIGURATIONS AS INDICATED ON DRAWINGS AND OTHERWISE REQUIRED FOR
PROPER INSTALLATION; FABRICATE WITH ALL LINES STRAIGHT AND ANGLES SHARP, CLEAN AND
TRUE; DRILL, COUNTERSINK, TAP, AND OTHERWISE PREPARE ITEMS FOR CONNECTION WITH
WORK OF OTHER TRADES. MAKE PERMANENT CONNECTIONS BY WELDING AND
GRIND ALL EXPOSED WELDS SMOOTH TO MATCH ADJACENT SURFACES; ROUGH JOINT SUR-
FACES NOT PERMITTED. AVOID USING BOLTS AND SCREWS UNLESS SPECIFICALLY INDICATED
OR APPROVED; WHEN USED, DRAW UP TIGHT AND TIE THREADS TO PREVENT LOOSENING.
12. ALL FERROUS METAL ITEMS SHALL BE SHOP FINISHED. TOUCH -UP OR REPAIR DAMAGED
AREAS PRIOR TO INSTALLATION WITH SAME MATERIAL.
13. PROVIDE CONTACT SURFACES WITH CONCRETE MASONRY OR OTHER DISSIMILAR MATERIALS
WITH A MINIMUM ONE POINT ZERO (1.0) MIL DRY THICKNESS OF AN APPROVED ZINC CHRO-
MATE PRIMER.
14. PROVIDE ALL STEEL BLOCKING AND BRACING IN METAL STUD FRAMED PARTITIONS NECESSARY
FOR A COMPLETE INSTALLATION. INCLUDE AS REQUIRED FOR SUPPORT OF ALL WALL - MOUNTED
EQUIPMENT AND FABRICATIONS AS INDICATED ON DRAWINGS. PROVIDE SUPPORTS AT JAMBS
OF DOORS AND ELSEWHERE, AS REQUIRED.
15. FABRICATE ALL MISCELLANEOUS FRAMING AND BRACING ITEMS TO DETAIL OF STRUCTURAL
SHAPES, PLATES, AND BARS; WELD JOINTS WHERE PRACTICAL; PROVIDE BOLTS AND
OTHER CONNECTION DEVICES REQUIRED. INCLUDE ANCHORAGES, CLIP ANGLES, SLEEVES,
ANCHOR PLATE, AND SIMILAR DEVICES, WHETHER IMPLIED OR INDICATED. SET ACCURATELY
IN POSITION AS REQUIRED AND ANCHOR SECURELY TO BUILDING CONSTRUCTION WITH FAST-
ENERS APPROPRIATE TO THE INSTALLATION.
DIVISION 6 - WOOD I PLASTICS
1. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT NOT
MORE THAN 19%.
2. PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES IN QUANTITIES REQUIRED BY LOCAL
CODE OR APPROVED BY ARCHITECT.
3. USE FINISH OR CASING NAILS FOR EXPOSED WORK; USE TYPE "S" TRIM HEAD SCREWS FOR
ATTACHMENT OR WOOD TRIM TO METAL STUDS, RUNNERS, OR FURRING.
4. RELIEVE BACKS OF WOOD TRIM; KERF BACKS OF MEMBERS MORE THAN 5" WIDE AND 1"
NOMINAL THICKNESS; EASE ALL EXTERNAL CORNERS.
5 INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY CONDITION
FOR INSTALLATION.
6. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR APPLICATION;
INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOST CURRENT PRINTED APPLICATION IN-
STRUCTIONS.
7. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION. RE-
PLACE DAMAGED SURFACES.
8. REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED
SOLVENT AND CLEANING PROCEDURES.
9. FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND.
10. INSTALL WOODS AND PLASTICS IN CONFORMANCE WITH DETAILS, WITH THE FOLLOWING CON-
SIDERATIONS AND REQUIREMENTS:
a. INSTALL ALL MATERIAL WITH TIGHT JOINTS.
b. MITER CASINGS AND MOLDINGS.
c. ALL RUNNING TRIM ONE (1) PIECE UP TO 10' -0 ". MATCH GRAIN AND COLOR PIECE -
TO PIECE.
d. USE FINISH NAILS EXCEPT WHERE SCREWS ARE SPECIFICALLY CALLED FOR OR WHERE
SCREWS DO NOT SHOW.
e. SET FASTENERS FOR PUTTYING.
f. WHERE SCREW ATTACHMENT REQUIRED, SPACE SCREWS AT EQUAL INTERVALS; SINK
AND PUTTY IN FINISH WOOD SURFACES.
9. ALL MEMBERS AND LINES LEVEL AND PLUMB.
h. SELECT AND CUT MATERIAL TO EXCLUDE DAMAGED, MARKED, OR DEFECTIVE AREAS.
i. FINISH EXPOSED SURFACES SMOOTH, FREE FROM TOOL AND MACHINE MARKS.
j. EASE ALL EXPOSED WOOD EDGES 1/8" MINIMUM RADIUS.
k. INSTALL FIRE RATED DOORS IN ACCORDANCE WITH REQUIREMENTS OF NATIONAL FIRE
PROTECTION ASSOCIATION (NFPA) RECOMMENDATIONS.
11. ALL WOOD BLOCKING, FRAMING, PLYWOOD, ETC. SHALL BE FIRE RETARDANT TREATED.
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1. PROVIDE NON -SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL SPECIFICATIONS
TTS -1543 OR FS TT -S -230 TYPE "II ", CLASS "A ". PROVIDE ACOUSTICAL SEALANT WHICH
SHALL BE NON- HARDENING, NON- DRYING SYNTHETIC RUBBER SEALING COMPOUND WITH MIN-
IMUM 907E SOLIDS. USE AT ALL INTERIOR JOINTS AT INNER SECTIONS BETWEEN PLANES.
AROUND DOOR AND WINDOW FRAMES PRIMER SHALL BE MADE OR RECOMMENDED BY SEALANT
MANUFACTURER FOR THE SPECIFIC CONDITIONS AND SUBSTRATES.
2. PROVIDE BACKING MATERIAL BY DOW "ETHAFOAM" OR APPROVED EQUAL. APPLY SEALANT
OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL JOINTS AND
VOIDS SOLID. SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT BE ACCEPTED.
3. ALL SURFACES SHALL BE ADEQUATELY CLEANED AND PREPARED IN ACCORDANCE WITH MAN-
UFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION.
,ONION S - WOOD a HOLLOW METAL. DooAS a PRAMS
1. PROVIDE "TIMELY" KNOCKDOWN DOOR FRAMES AT ALL G.C. PROVIDED DOORS, FREE FROM
SCALE AND PITTING AND OTHER SURFACE DEFECTS, UNLESS OTHERWISE NOTED.
2. PROVIDE HOLLOW METAL EXIT DOOR CONSTRUCTED WITH THE FOLLOWING MATERIALS:
- MINIMUM 18 GA. FOR FACE SHEETS OF INTERIOR DOORS
- 16 GA. FOR EDGE CHANNELS.
- MINIMUM 22 GA. FOR FACE STIFFENERS.
- MINIMUM 16 GA. FOR INTERIOR FRAMES.
3. PROVIDE DOORS OF SIZES AND TYPES INDICATED ON DRAWINGS, FULLY WELDED SEAMLESS
CONSTRUCTION WITH NO VISIBLE SEAMS OR JOINTS ON FACES OR VERTICAL EDGES; THICK-
NESSES AS SCHEDULED ON DRAWINGS.
4. FACE STIFFENERS, EDGES AND HARDWARE REINFORCEMENT SHALL BE THE HIGHEST QUALITY
WORKMANSHIP AND MATERIALS. PROVIDE IN ACCORDANCE WITH BEST TRADE PRACTICE AND
MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR THE USE INTENDED.
5. PROVIDE CUSTOM MADE WELDED UNITS WITH INTEGRAL TRIM; SIZES AND SHAPES AS INDICATEL+
ON DRAWINGS; FABRICATE UNITS SQUARE, TRUE AND FREE FROM DEFECTS.
6. HARDWARE REINFORCEMENT AND ANCHORS (ERECTION, FLOOR AND JAMB) SHALL BE AS RE-
QUIRED FOR A SECURE INSTALLATION AND SHALL BE IN ACCORDANCE WITH TRADE REQUIRE-
MENTS FOR THE SPECIFIED HARDWARE AND INTENDED USE.
7. AFTER FABRICATION, DRESS, FILL AND SAND EXPOSED SURFACES, BODY -PUTTY HOLES AND
IMPERFECTIONS. APPLY UNIFORM COAT OF MANUFACTURER'S STANDARD PRIME COAT TO ALL
EXPOSED SURFACES. LEAVE READY TO RECEIVE FINISH PAINTING.
8. INSTALL FRAMES IN ACCURATE LOCATIONS AS INDICATED ON DRAWINGS. INSTALL RIGID, PLUMB,
LEVEL, AND TRUE. ALIGN WITH ADJACENT CONSTRUCTION. SECURE FLOOR ANCHORS TO FLOOR
CONSTRUCTION WITH APPROVED TYPE MECHANICAL FASTENINGS; ANCHOR TO ADJOINING WALLS
WITH SPECIFIED ANCHORS. BRACE FRAMES TO RETAIN POSITION AND CONTINUOUSLY CHECK
ALIGNMENT DURING CONSTRUCTION OF ADJACENT WALLS. ADJUST FRAME LOCATIONS AS NE-
CESSARY USING SHIMS BEFORE FASTENING. LEAVE READY TO RECEIVE SEALANT WHERE IN-
DICTATED ON DRAWINGS.
9. INSTALL WOOD DOORS, FRAMES, AND TRIM. SIZES AND THICKNESS AS SCHEDULED ON THE
DRAWINGS.
10. PREPARE DOORS FOR FINISH HARDWARE. OBTAIN TEMPLATES FROM HARDWARE MANUFACTURER
AND CONFIRM TYPE, LOCATION, AND SPECIAL REQUIREMENTS OF HARDWARE FOR EACH DOOR
PRIOR TO CUTTING.
11. HANG DOORS AS SCHEDULED ON DRAWINGS, IN ACCURATE LOCATIONS WITH 1/8" CLEARANCE
AT TOPS AND 3/8" CLEARANCE AT BOTTOM, UNLESS SPECIFICALLY NOTED FOR "UNDERCUTS"
OR OTHER DEVIATIONS IN FIT. VERIFY CLEARANCES REQUIRED FOR CARPETING AND MAKE NO
JOBSITE FIT IN CUTS UNLESS APPROVED. HANG PAIRS OF DOORS AS SPECIFIED WITH 3/32"
CLEARANCE AT MEETING EDGES. DEMONSTRATE THAT DOORS OPEN FREELY WITHOUT BINDING,
AND WHEN CLOSED, WILL LATCH PROPERLY.
12. ACCESS DOORS (PROVIDED BY GENERAL CONTRACTOR): PROVIDE ACCESS DOORS BY MILCOR
OR EQUAL. USE STYLE DW AT WALLS AND CEILINGS, (OR AS REQUIRED FOR RATING). SIZE AS
INDICATED. FRAME SHALL BE GALVANIZED STEEL DRYWALL BEAD FOR FRAME CONCEALMENT.
PANEL SHALL BE 140A. STEEL WITH SPRINT TYPE CONCEALED HINGES OPENING TO 175 DEGREES.
LOCKS SHALL BE FLUSH, SCREWDRIVER OPERATED WITH METAL CAN. PRIME COAT SHALL BE
FACTORY APPLIED. COORDINATE INSTALLATION WITH REQUIREMENTS OF OVERHEAD COILING
DOOR MANUFACTURER.
HARDWARE
1. ALL FINISH HARDWARE FOR COMPLETE WORK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE
WITH DRAWINGS AND SPECIFICATIONS. QUANTITIES LISTED IN ANY INSTANCE ARE FOR THE CON-
TRACTOR'S CONVENIENCE ONLY AND ARE NOT GUARANTEED. ITEMS NOT SPECIFICALLY MENTIONED
BUT NECESSARY TO COMPLETE THE WORK FURNISHED, MATCHING IN QUALITY AND FINISHED, THE
ITEMS SPECIFIED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER OPERATION AND FITTING OF HARDWARE
IN LOCATIONS SPECIFIED. THE CONTRACTOR MUST SUPPLY A ROOM UNDER LOCK AND KEY TO
STORE ALL FINISH HARDWARE UNTIL INSTALLATION IS MADE. THE HARDWARE SUPPLIER MUST MARK
EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF INSTALLATION IN ACCORDANCE
WITH APPROVED HARDWARE SCHEDULE. EXPOSED SURFACES OF HARDWARE SHALL BE COVERED
AND WELL PROTECTED DURING INSTALLATION, SO AS TO AVOID DAMAGE TO FINISHES.
3. PROVIDE HARDWARE FOR FIRE -RATED OPENINGS IN COMPLIANCE WITH REQUIREMENTS OF NFPA 80.
THIS REQUIREMENT TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR SUCH HARDWARE.
4. HARDWARE FINISH SHALL BE SATIN CHROME, U.N.O.
5. HARDWARE SUPPLIER WILL PROVIDE APPROVED SCHEDULED AND PAPER TEMPLATES TO VARIOUS
OTHER SUPPLIERS FOR DOOR AND FRAME PREPARATION FOR HARDWARE.
6. FURNISH AND FINISH HARDWARE, CYLINDERS AND KEYS: "BEST" SEVEN PIN ROD.
7. EACH ITEM OF HARDWARE SHALL BE PACKAGED SEPARATELY WITH ALL NECESSARY SCREWS, BOLTS,
TAMPINS, KEYS AND INSTALLATION TEMPLATES. DELIVER PACKAGES, CLEARLY IDENTIFIED, WITH
HEADING NUMBER AS APPROVED ON HARDWARE SCHEDULE.
8. INSTALL EACH HARDWARE ITEM IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS
AND RECOMMENDATIONS AND LOCATE IN ACCORDANCE WITH Dhl RECOMMENDED LOCATIONS. SET ITEMS
LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUB-
STRATE, AS NECESSARY, FOR A SECURE INSTALLATION. SPACE FASTENERS AND ANCHORAGE AS INDI-
CATED OR IN ACCORDANCE WITH INDUSTRY STANDARDS.
9. MAKE FINAL ADJUSTMENT AND CHECK OF HARDWARE DURING THE WEEK IMMEDIATELY PRIOR TO
ACCEPTANCE. CLEAN AND RELUBRICATE OPERATING ITEMS AS NECESSARY, TO RESTORE PROPER
FUNCTIONING AND FINISH OF HARDWARE AND DOORS. MAKE FINAL ADJUSTMENT OF LOCKSETS AND
THE CLOSURES TO COMPENSATE FOR OPERATION OF HEATING AND VENTILATION SYSTEMS UNDER
THE SUPERVISION OF MANUFACTURER'S REPRESENTATIVE.
10. LUBRICATE ALL MOVING PARTS WITH GRAPHITE -TYPE LUBRICANT, UNLESS OTHERWISE RECOMMENDED
BY MANUFACTURER. REPLACE ALL HARDWARE WHICH CANNOT BE LUBRICATED AND ADJUSTED TO
OPERATE FREELY AND SMOOTHLY.
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ThsN drowings and specifications on copyrighted and
subj M eopyrlght protection o s "orehNse "rig "
under sc1 sec. 102 of the Cop��rrrighs oc t, s 7 u.S.C. As
amended dseembsr I f/g0. the protection includes.
wI*out IIn eoion. the ovMOII form, orrongsment and
composition of spaces. and elements of the design.
Under h proles /ion, unauthorised use of those
drawings suc and spoeiftcallons may rssuI$ in Csssotion o
const►uctlon, building seizure, and /or monofory liabilit
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'SHERWIN WILLIAMS' #1017 "GARBO SILVER" (THIS IS A WHITE COLOR)
1.
2.
3.
DOORS MUST BE OF HEAVY CONSTRUCTION, HUNG IN A FRAME SUFFICIENTLY STRONG TO AVOID
PRYING. HINGES MUST BE EITHER LOCATED WITHIN THE DOORWAY OR THE SCREWS AND BOLTS
MUST BE SET IN SUCH A WAY THAT THEY CANNOT BE REMOVED. HINGE PIN SHOULD BE WELDED,
FLANGES OR WITH SET SCREWS TO PREVENT REMOVAL.
DOOR JAMBS MUST BE OF A STRONG CONSTRUCTION TO PREVENT SPREADING BY A CROWBAR OR
AUTOMOBILE JACKS. THE LOCKING BOLT MUST BE AT LEAST ONE (1) INCH INTO THE JAMB FOR
PWIREVENTION TH A 7 -PIN OF CYLINDER SPREADINGGU. CYLINDERS ARD. SHOULD BE FLUSH OR INSET TO PREVENT "WRENCHING"
ALL MEANS OF INGRESS OF SIXTY (60) SQUARE INCHES OR LARGER MUST BE SCREENED, LOCKED
OR GRILLED IN SOME MANNER TO INCLUDE AIR VENTS, MANHOLES, LOADING CHUTES AND ALL
OTHER AVENUES THROUGH THE ROOF AND OUTER WALLS.
4. NEVER KEY A JOB WITH PERMANENT KEYING DURING CONSTRUCTION PHASES. LOCKS SHOULD BE
PROVIDED WITH CONSTRUCTION CORES AND RE -KEYED BY CORPORATE LOSS PREVENTION OR THE
ASSIGNED DISTRICT MANAGER UPON THE COMPLETION OF THE JOB.
5. PERIMETER EMERGENCY EXIT MUST BE PROVIDED. WELDED PLATES AND /OR ONE (1) PIECE CON -
STUCTION TO PROTECT FOREIGN OBJECTS FROM INSERTION (ie. WIRE LOOPS TO PANIC BAR HANDLES
AND /OR SAWING OF THROW BOLTS.).
0. USE "BEST" LOCKING HARDWARE WITH INTERCHANGEABLE CORES. (BY PACIFIC SUNWEAR).
b. MASTER KEY SYSTEM /CONTROLLED FROM CORPORATE LOSS PREVENTION.
c. ALL CUSTOMER DOORS (PROVIDE IE CYLINDERS, FLUSH OR TAPERED HEAD) WITH A CYLINDER
HEIGHT OF' 48 INCHES.
d. IE 7 4 - - C- 181 -R -3 (626 FINISH OR THE DESIRED FINISH). ADAMS RITE LOCKS. (OR EQUAL)
e. THUMBSCREW (INSIDE GATES) WITH TUBE PROTECTORS.
f. EMERGENCY /SERVICE EXIT USE 70 -R ALARM (EXIT DEVICE) WITH "BEST" 1E72 RIM CYLINDER.
(BY PACIFIC SUNWEAR).
g. INSIDE CYLINDER ONLY.
h. MANAGER OFFICE KEYED 83K7AB94 626- FINISH.
i. STOCKROOM. TOILET, SERVICE AND OFFICE DOORS SHALL BE EQUIPPED WITH AUTOMATIC CLOSERS.
(HYDRAULIC TYPE).
• - _____s
1. PROVIDE CHANNEL- SHAPED ROLL FORMED SHEET STEEL MEMBERS CONFORMING WITH
ASTM C640, HOT DIPPED FINISH WHERE EXPOSED TO MOISTURE NOT LESS THAN 20 GAUGE.
PROVIDE 16 GAUGE AT DOOR JAMBS.
2. PROVIDE COLD. ROLLED STEEL CHANNELS NOT LESS THAN 16 GAUGE.
3. PROVIDE ROLL HAT - SHAPED CHANNELS MINIMUM 20 GAUGE, 7/8" DEEP WITH 1/2" HEMMED
EDGES. HOT DIPPED FINISH WHERE NOTED.
4. PROVIDE TIE WIRES OF GALVANIZED ANNEALED WIRES NOT LESS THAN 16 GAUGE.
5. PROVIDE GALVANIZED HANGERS OF STEEL WIRE IN ACCORDANCE WITH ASTM C754.
6. PROVIDE JACK STUDS BETWEEN BOTTOM TRACK AND WINDOW AND /OR RELIEF SILLS BETWEEN
LINTELS AND HEADERS IN TOP TRACKS.
7. PROVIDE BLOCKING AND FRAMING FOR ALL WALL MOUNTED FINISH HARDWARE AND EQUIP-
MENT, INCLUDING DOOR STOPS.
8. PROVIDE CEILING SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE
CODES AND AS INDICATED ON DRAWINGS.
9. PROVIDE DOUBLE BEAD TO BUTYL SEALANT AT FLOOR TRACKS. APPLY DOUBLE BEAD TO
CEILING TRACT. AND TO STUDS ABUTTING OTHER CONSTRUCTION.
10. PROVIDE CHANNEL SHAPED BLOCKING SUPPORT OR GALVANIZED STRIP SUPPORT OF WALL -HUNG
CABINETS. EQUIPMENT, FIXTURES AND ACCESSORIES OF NOT LESS THAN 22 GA. MATERIAL. PRO-
VIDE SUPPORT IN WALL OR PARTITION FRAMING SYSTEM WHEREVER WALL HUNG CABINETS AND
EQUIPMENT ARE INDICATED ON DRAWINGS. AND WHERE REQUIRED FOR MOUNTING OF MISCEL-
ANEOUS ITEMS REQUIRING BACKING.
11. SET FLOOR TRACKS IN ACCURATE LOCATIONS AND SECURELY ANCHOR IN ACCORDANCE WITH
ASTM STANDARDS. ERECT STUDS ON 16" OR 24" (AS INDICATED) CENTERS AND SECURE TO
TRACK. INSTALL HEAD TRACK IN ACCORDANCE WITH DETAILS. INSTALL BLOCKING, BRACING,
AND ANCHOR STRIPS; LEAVE READY TO RECEIVE FINISH MATERIALS.
12. ERECT ALL COMPONENTS FOR CEILING AND SOFFIT FRAMING IN ACCURATE LOCATIONS AS
INDICATED. TRUE TO LINE, LEVEL AND PLUMB, AND IN ACCORDANCE WITH APPLICABLE ASTM
STANDARDS AS REFERENCED ABOVE, USING A LASER LEVEL. ADJUST SUPPORTS, SPANS
OR OTHERWISE FOR INSTALLATION WITHIN SPECIFIED TOLERANCES.
13. PROVIDE KICK BRACING IN ACCORDANCE WITH INDUSTRY STANDARDS FOR WALL STUDS, CEIL-
ING MEMBERS, DRAFT OR SMOKE STOPS AND CURTAIN WALLS.
1. PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON DRAWINGS
OR AS SPECIFIED HEREINAFTER INCLUDING SEALING OF CONCRETE FLOOR AT CORRIDOR AND
STOCKROOM. NO PAINT FINISH IS REQUIRED ON ITEMS HAVING COMPLETE FACTORY FINISH,
EXCEPT AS MAY BE SPECIFIED HEREINAFTER; PUTTY AND /OR SEALANT AT ALUMINUM WIN-
DOWS; NON- FERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE PAINTING SCHEDULE;
STAINLESS STEEL; INTERIOR OR EXTERIOR OF EXISTING BUILDING, EXCEPT WHERE ALTERATIONS
OCCUR OR WHERE SCHEDULED. PAINT GRILLES AND DIFFUSERS. NO PAINTING IS REQUIRED
FOR INSULATING PIPING, EXCEPT WHERE EXPOSED IN FINISH, NON - MECHANICAL ROOM SPACES.
2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY THIS WORK.
REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION. REMOVE ELECTRICAL OUTLET
AND SWITCH PLATES, MECHANICAL DIFFUSERS, GRILLES, ESCUTCHEONS, REGISTERS, SURFACE
HARDWARE, FITTINGS, AND FASTENINGS PRIOR TO COMMENCING THE WORK. STORE, CLEAN,
AND REPLACE UPON COMPLETION.
3. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY SURFACE TO BE
PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH. APPLY NO
FINISH MATERIAL UNTIL THE UNSUITABLE SURFACES HAVE BEEN MADE SATISFACTORY.
4. FINISH WORK SHALL BE UNIFORM, OF APPROVED COLOR, SMOOTH AND FREE FROM RUNS.
MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN. WHERE
HIGH GLOSS ENAMEL IS USED, LIGHTLY SAND UNDERCOAT TO OBTAIN A SMOOTH FINISH COAT.
5. PROVIDE ALL NEWLY PAINTED SURFACES WITH (1) COAT TINTED PRIMER AND (2) COATS FI-
NAL COLOR COAT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER'S SPECIFICATIONS.
6. DELIVER ALL PAINT TO JOBSITE IN UNOPENED CONTAINERS BEARING THE MANUFACTURER'S
LABEL, AND SHOWING PAINT TYPE, SHEEN AND COLOR.
7. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE MANUFACTURER
FOR THE MATERIAL TO WHICH THEY WILL BE APPLIED. PAINTING CONTRACTOR SHALL FOL-
LOW MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION OF THE PAINT.
8. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED, AND PREPARED FOR
PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO PREVENT
BUILD -UP OF FUMES.
9. SANDPAPER ALL NEW WOOD TO SMOOTH AND EVEN SURFACE AND DUST OFF. AFTER PRIM-
ING COAT HAS BEEN APPLIED, THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IM-
PERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD COLOR. SAND
ALL WOODWORK BETWEEN COATS TO A SMOOTH SURFACE.
10. PRIME ALL SURFACES WHICH RECEIVE PAINT PRIOR TO APPLICATION OF FINAL FINISH,
IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
11. BACK PRIME ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION. THOR-
OUGHLY CLEAN SURFACES AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND READY
FOR APPLICATION. SANDPAPER SURFACES OF TRIM SMOOTH AND WIPE CLEAN. AFTER STAIN
COAT HAS BEEN APPLIED, FILL CRACKS AND HOLES WITH PLASTIC WOOD OR PUTTY, IF STAIN
HAS BEEN USED, TINT CRACK FILLER TO MATCH; PRIME BACKS OF TRIM. PRIME BARE WOOD
SCHEDULED TO RECEIVE PAINT FINISH; FINISH NAIL HOLES, CRACKS, AND OTHER IMPERFECT-
IONS WITH PUTTY AND SAND SMOOTH,
12. AT COMPLETION, TOUCH -UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL SUR-
FACES IN GOOD AND CLEAN CONDITION. PROVIDE FOR MULTIPLE SITE VISITS AS REQUIRED
FOR TOUCH -UP AND REFINISHING.
13. OTHER PAINT MANUFACTURER'S MAY NOT BE SUBSTITUTED.
14. FINISH INTERIOR SURFACES, AS SCHEDULED ON DRAWINGS, EXCEPT AS MODIFIED AND SUP-
PLEMENTED HEREINAFTER AND UPON WR ITTEN OWNER APPROVAL. IN GENERAL, USE EGGSHELL
SHEEN FOR WALL BOARD SURFACES; SEMI -GLOSS FOR HOLLOW METAL AND WOOD TRIM;
AND FLAT FOR DUCTWORK.
4
SPECIFICATIONS
1. INSTALL COVE BASE IN AREAS AS CALLED FOR IN PLANS & OR ELEVATIONS.
2. PROVIDE PREMOLDED INSIDE AND OUTSIDE CORNERS FOR ALL CONDITIONS AT WHICH CORNERS
ARE TO BE USED. JOB MITERING SHALL BE PERMITTED ONLY UPON OWNER'S APPROVAL.
3. USE ADHESIVES ONLY AS RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL TO WHICH IT
IS APPLIED.
4. CAREFULLY INSPECT ALL SURFACES TO RECEIVE BASE PRIOR TO INSTALLATION. REPAIR
DAMAGED SURFACES PRIOR TO INSTALLATION.
5. UPON COMPLETION, IMMEDIATELY REMOVE ALL SURPLUS ADHESIVE FROM ADJACENT SURFACE,
IN ACCORDANCE WITH THE TIMING RECOMMENDED BY THE MANUFACTURER, USING MATERIALS
RECOMMENDED FOR THAT PURPOSE BY THE MANUFACTURER.
a.AU i d.Aa110
1. PROVIDE TEMPERED GLASS, GRADE "B ", STYLE #1, TYPE "1 ", QUALITY 03, '1/2" THICK.
2. ALL GLASS EDGES SHALL BE GROUND SMOOTH & POLISHED.
3. GENERAL GLASS SHALL BE q3 IN ACCORDANCE WITH FEDERAL SPECIFICATIONS DD -G -451
AND FGMA GLAZING MANUAL.
4. STOREFRONT GLASS SHALL BE AS REQUIRED FOR THE SIZES AND CONDITIONS DETAILED.
FRAME SECTION SHALL BE CONCEALED WHERE INDICATED.
5. PROVIDE RESILIENT NEOPRENE BLOCKS 70 TO 90 SHORE A DUROMETER HARDNESS AND RESILIENT
ACCESSORIES DESIGNED FOR POSITIONING GLASS IN RABBETS.
6. PROVIDE CLIPS OF NON - CORROSIVE METAL WITH ROUNDED EDGES DESIGNED FOR CONTACT
BLOCKS, NOT GLASS.
7. PROVIDE STANDARD PREFORMED GLAZING TAPE, STANLOCKE 400, TRIMCO 440, OR APPROVED.
8. PROVIDE NON- SHRINKING ELASTOMERIC TAPE WHERE REQUIRED.
9. USE SILICONE SEALANT DOW #795 OR GE SILPRUF, COLOR AS SPECIFIED, OR APPROVED EQUAL.
10. ALL EDGES, DRILLED HOLES AND NOTCHES SHALL BE FACTORY CUT AND /OR FACTORY FORMED.
TOUCH -UP "RAW" EDGES TO MATCH FRAME.
11. INSTALL IN ACCORDANCE WITH FGMA RECOMMENDATIONS UNLESS NOTED OTHERWISE.
12. VERIFY THAT FRAMES TO RECEIVE GLAZING ARE SQUARE AND TRUE, THAT PERIMETER CLEAR-
ANCES ARE SUFFICIENT TO PREVENT "POINT LOADING ", AND THAT SURFACES ARE CLEAN,
DRY AND READY TO RECEIVE GLAZING MATERIALS. REMOVE ALL PROTECTIVE COATINGS FROM
FRAMING SURFACES.
13. CENTER GLASS IN RABBETS AND POSITION SO AS TO MAINTAIN CLEARANCES ON ALL SIDES,
INDOORS AND OUT. IN ACCORDANCE WITH FGMA RECOMMENDATIONS. SHIM AS REQUIRED TO
POSITION AGAINST FIXED STOPS AND FRAME BARS.
14. SET ALL EXTRUSIONS IN CORRECT LOCATIONS AS SHOWN IN THE DETAILS. THEY SHALL BE
LEVEL, FLUSH, SQUARE, PLUMB AND IN ALIGNMENT WITH OTHER WORK.
15. UPON COMPLETION, REMOVE ALL EXCESS SEALANT AND MATERIALS FROM SURFACES; WASH AND
CLEAN ALL GLASS FRAMING MEMBERS.
SUSPENDED ACOUSTICAL CH.Nf3
. SYSTEM COMPONENTS SHALL CONFORM TO ASTM C635 INTERMEDIATE DUTY AND UBC STANDARD
47 -18 INTERMEDIATE DUTY. INSTALLATION OF SYSTEMS SHALL CONFORM TO ASTM C636, WITH
A DEFLECTION OF NOT MORE THAN 1/360 OF THE SPAN.
FURNISH AND INSTALL ALL LABOR AND MATERIALS FOR COMPLETE ACOUSTICAL CEILING. REVIEW
JOB SCHEDULE TO VERIFY INSTALLATION DATES AND MATERIAL AVAILABILITY.
2. COORDINATE ACOUSTICAL SUSPENSION SYSTEM WORK WITH OTHER WORK, SUCH AS CEILING
LIGHT FIXTURES AND AIR OUTLETS. PROTECT FINISHED WORK INSTALLED BEFORE INSTALLATION
OF ACOUSTICAL SUSPENSION SYSTEM. REPLACE WORK DAMAGED BY WORK UNDER THIS SECTION.
THE TENANT'S G.C. SHALL MAINTAIN FIRE AND SMOKE RATINGS AS REQUIRED BY CODES AND
LANDLORD'S SPECIFICATIONS AND REGULATIONS.
3. ALL LOCKING CROSS TEES SUPPORTING OTHER CROSS TEES SHALL CONFORM TO THE SAME
CLASSIFICATION AS THE MAIN RUNNERS. MAIN RUNNERS AND CROSS TEES SHALL BE COLD
ROLLED ELECTRO - GALVANIZED STEEL.
WALL ANGLE MOLDINGS SHALL BE COLD ROLLED ELECTRO- GALVANIZED STEEL.
CORNERS SHALL BE MANUFACTURER'S PREFABRICATED INSIDE AND OUTSIDE CORNER MOLDINGS.
4. FINISH SHALL BE BAKED ENAMEL IN SELECTED COLOR.
5. HANGER WIRE SHALL BE 12 GAUGE GALVANIZED STEEL WIRE CONFORMING TO FS QQ -W -461,
TYPE I.
6. INSPECT LOCATIONS TO RECEIVE WORK AND CHECK THE EXISTING DIMENSIONS. ASCERTAIN BEFORE
PROCEEDING WITH WORK THAT ALL REQUIRED INSPECTIONS HAVE BEEN MADE. COMMENCEMENT OF
WORK CONSTITUTES ACCEPTANCE OF RESPONSIBILITY RELATED TO GUARANTEE REQUIREMENTS.
THE BUILDING SHALL BE EXAMINED BEFORE BEGINNING WORK TO DETERMINE THAT IT IS PRO-
PERLY ENCLOSED AND THE STRUCTURE IS IN PROPER CONDITION TO RECEIVE ACOUSTICAL MA-
TERIALS.
THE AREA SHALL BE BROOM CLEANED AND UNINTERRUPTED FOR FREE MOVEMENT OF SCAFFOLD-
ING. SCAFFOLDING SHALL BE OF A TYPE THAT WILL NOT SCAR OR MAR FLOOR SURFACES AND
WILL NOT DAMAGE OTHER CONSTRUCTION. WORK NOT TO PROCEED UNTIL SATISFACTORY CON-
DITIONS DESCRIBED ABOVE PRESIDE.
7. ATTACH HANGER WIRE TO SOUND, SECURE STRUCTURAL MEMBERS CAPABLE OF CARRYING THE
NEW LOAD WITHOUT DEFLECTION. WRAP, BOLT OR CLIP WIRE HANGERS TO STRUCTURAL STEEL
MEMBERS, OR INSTALL DROP CLIPS ON STRUCTURAL STEEL MEMBERS AND TIE WIRE HANGERS
TO DROP CLIPS.
INSTALL SUPPLEMENTARY FRAMING,BLOCKING AND BRACING WHERE NECESSARY TO SUSPEND
CEILING SYSTEM FIXTURES AND EQUIPMENT AND WHERE SPACING OF STRUCTURAL SUPPORTS
EXCEEDS SPECIFIED HANGER SPACING. WHERE DIRECT SUSPENSION OF SUPPLEMENTARY FRAMING
FOR SUPPORT OF EQUIPMENT, FIXTURE OR DUCTWORK IS NOT POSSIBLE DUE TO OBSTRUCTIONS,
SUPPLEMENTARY FRAMING MAY BE SUSPENDED BY "TRAPEZE" ARRANGEMENT OF HANGER WIRE.
SUSPEND LIGHT FIXTURES FROM STRUCTURE BY ATTACHMENT OF ONE HANGER AT EACH CORNER
OF THE FIXTURE.
FURNISH ADDITIONAL WIRES FOR LIGHTING FIXTURES AND MECHANICAL REGISTERS IN SUSPENDED
CEILING. PROVIDE SEISMIC BRACING AS REQUIRED.
8. INSTALL CEILING SUSPENSION SYSTEM IN ACCORDANCE WITH ASTM C636. LOADING OF ANY
COMPONENT MAY NOT CAUSE DEFLECTION OF MORE THAN 1/360 OF THE SPAN. USE LASER
LIGHT FOR LAYOUT AND LEVELING.
INSTALL MAIN RUNNERS 48 INCHES Q.C. TIE HANGER WIRES TO MAIN RUNNERS TIGHTLY WITH
AT LEAST THREE FULL TURNS. INTERCONNECT MAIN RUNNERS BY LOCKING CROSS TEES 48
INCHES LONG TO FORM 24 INCH BY 48 INCH MODULES. WHEREVER SHOWN ON THE DESIGN
PLANS, THESE MODULES SHALL BE DIVIDED BY CROSS TEES 24 INCHES LONG INSTALL PER-
PENDICULAR TO THE OTHER CROSS TEES TO FORM 24 INCH BY 24 INCH SECTIONS. PROPER
LENGTH LOCKING CROSS TEES SHALL ALSO BE INSTALLED ADJACENT TO ALL SIDES OF RECESSED
LIGHT FIXTURES NOT SUPPORTED BY A MAIN RUNNER.
9. ALL SUSPENDED CEILINGS SHALL BE BRACED TO RESIST LATERAL AND HORIZONTAL MOVEMENT
AS REQUIRED BY THE GOVERNING CODES. THE TENANT'S G.C. SHALL VERIFY ALL APPLICABLE
CODES AND CONFORM.
'10. CUT TILES TO MATCH FIELD PATTERN RECESS. ANY ACOUSTICAL CEILING PANELS LESS THAN
FULL SIZE SHALL HAVE CUT EDGES TRIMMED TO MATCH FACTORY TEGULAR EDGES. SUSPENDED
CEILING SHALL HAVE INTERSECT ALL VERTICAL WALLS AT 90 UNLESS OTHERWISE NOTED.
11. UPON COMPLETION OF WORK FOLLOWING INSTALLATION OF SUSPENSION SYSTEMS, DIRTY OR
DISCOLORED SURFACES OF SUSPENSION COMPONENTS SHALL BE CLEANED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS AND LEFT FREE FROM DEFECTS. COMPONENTS THAT ARE
DAMAGED OR IMPROPERLY INSTALLED BE REMOVED AND REPLACED WITHOUT ADDITIONAL COST
TO THE OWNER.
12. LEAVE FOUR, FULL, UNDAMAGED TILES AT JOBSITE.
161121-111-7-11EMILEla
2.
DISTALLATIOtt
1. DELIVER INSERTS AND ROUGH -IN FRAMES TO JOBSITE AT APPROPRIATE TIME FOR BUILDING IN.
2. FASTENINGS: FURNISH TOILET ACCESSORIES TO COMPLETE WITH ALL REQUIRED MOUNTING
DEVICES, FASTENINGS, AND ACCESSORIES AS REQUIRED FOR A FINISHED INSTALLATION, PRO-
PERLY PACKAGED AND TAGGED FOR READY IDENTIFICATION. FASTEN ALL ITEMS WITH SCREWS
OR BOLTS EXTENDING AT LEAST 1" INTO SOLID BACKING IF NO OTHER FASTENING IS SPEC-
IFIED
3. INSTALLATION OF TOILET ACCESSORIES SHALL BE IN ACCORDANCE WITH THE DRAWINGS, RE-
VIEWED SHOP DRAWINGS, AND THE MANUFACTURER'S INSTALLATIONS AND RECOMMENDATIONS.
4. TEN. G.C. SHALL SUPPLY & INSTALL ADEQUATE BACKING FOR SECURE INSTALLATION OF ALL
ACCESSORIES.
MOUNT• t
1. LOCATIONS AND HEIGHTS, SHALL BE AS SHOWN ON DRAWINGS AND IN CONFORMANCE WITH
'HANDICAP' ORDINANCES.
SKIM
. SIGNS ARE SUPPLIED & INSTALLED BY OWNERS SIGN CONTRACTOR. G.C. SHALL PROVIDE POWER
SOURCE & REQUIRED DISCONNECTS, TIME CLOCKS ETC.. COORDINATE WITH SIGN CONTRACTOR
AS REQUIRED.
1. EXTINGUISHERS SHALL BE 10 -POUND CAPACITY, U.L. LABELS, ENAMEL, STEEL CONTAINER WITH
PRESSURE INDICATING GAUGE FOR CLASS A, B. OR C FIRES.
2. INSTALL ON WALL MOUNTED HOOKS AS INDICATED OR DIRECTED BY THE MARSHALL, NEATLY
FITTING TO FINISH SURFACES. PLACE FULLY CHARGED EXTINGUISHERS ON HOOKS PRIOR TO
OCCUPANCY.
3. SEE FIXTURE PLAN FOR ARCHITECTS SUGGESTED LOCATIONS.
SENSORMATIC:
1. PROVIDE (1) 115V, 3 -WIRE, 24 HOUR CIRCUIT WITH (1) DUPLEX RECEPTACLE, FOR SYSTEM
POWER -IN SOFFIT AREA STOREFRONT.
2. TRADES SHALL COORDINATE WITH SENSORMATIC INSTALLER THROUGH ALL PHASES OF CON-
STRUCTION FOR INTEGRAL SYSTEM INSTALLATION.
NOTES:
1.
2.
3.
TENANT'S C.C. SHALL PROVIDE ADEQUATE BACKING FOR SECURE INSTALLATION OF
ACCESSORIES.
ALL ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH ALL GOVERNING NATIONAL,
STATE AND LOCAL CODES PERTAINING TO HANDICAP ACCESSIBILITY.
ACCESSORIES:
SP -1
SP- 2
SP- 3
SP- 4
SP-5
SP -6
▪ TI T SYSTEM
AUDIO/VIDEO
TOILET PAPER HOLDER: AS SELECTED BY TENANT G.C. AND APPROVED BY OWNER.
NOT USED
MIRROR: AS SELECTED BY TENANT G.C. AND APPROVED BY OWNER.
GRAB BARS: AS SELECTED BY TENANT G.C. AND APPROVED BY OWNER.
PAPER TOWEL DISPENSER: AS SUPPLIED BY PACIFIC SUNWEAR, INSTALLED BY G.C.
TRASH CONTAINER: "RUBBERMAID" 2952, 8 1/2 QT. BEIGE VINYL CONTAINER. (BY OWNER)
w a ocimaisas asvom sr nGl
SENSORMATIC ELECTRONICS CORPORATION
3960 VIA ORO AVENUE, SUITE 110
LONG BEACH, CALIFORNIA 90180
1 (800) 241 -6678
CONTACT: BRIAN LINSKEY
ALL AUDIO AND VIDEO CABLES SHALL BE RUN IN EMT. (UNLESS OTHERWISE NOTED)
LEAVE ADEQUATE AMOUNT OF SLACK IN AUDIO AND VIDEO CABLES FOR PROPER POSITIONING
EQUIPMENT AFTER INSTALLATION.
EXCESS LENGTHS OF CABLE SHALL BE CONCEALED IN BRACKETS OR CEILING.
EQUIPMENT:
1. AS PROVIDED BY 'BOSE' CORP AND DMX.
NOTE: ITEM 1 IN THIS SECTION ARE FURNISHED BY "BOSE CORP." AND DMX (G.C. TO SUPPLY EMT
WI PULL STRING. (UNLESS OTHERWISE NOTED)
GYPSUM WALL BOARD
1. PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF
ASTM 336.
2. PROVIDE TYPE 'X' FIRE RETARDANT GYPSUM WALL BOARD PANELS 5/8" THICK, TESTED &
QUALIFIED FOR 1 -HOUR RATING, TAPERED AND ROUNDED AT EDGES AS INDICATED ON DRAWINGS.
3. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS, EDGES AND CORNERS.
4. WATER RESISTANT GYPSUM WALL BOARD SHALL BE 5/8" THICK, QUALIFIED FOR 1 -HOUR RATING,
TAPERED AND ROUNDED EDGES AND SHALL BE INSTALLED IN ALL WET AREAS AS INDICATED ON
DRAWINGS.
5. PROVIDE FASTENERS IN ACCORDANCE W/ ASTM C646; UNLESS OTHERWISE NOTED OR INDICATED,
PROVIDE TYPE 'S' BUGLE HEAD SCREWS FOR ATTACHMENT OF WALL BOARD TO METAL FRAMING,
AND TYPE 'S' PAN HEAD SCREWS FOR ATTACHMENT OF FRAMING TO DOOR FRAMES.
6. PROVIDE ALL INCIDENTAL & ACCESSORY MATERIALS, TOOLS, EQUIPMENT, AND METHODS REQ'D
FOR SATISFACTORY COMPLETION OF GYPSUM WALL BOARD CONSTRUCTION INCLUDING ACCESS
DOORS AND PANELS.
7. APPLY CONTINUOUS BEAD SEALANT AT ALL JOINTS OF WALL BOARD ABUTTING ADJACENT
CONSTRUCTION, INCLUDING AROUND FRAMED OPENINGS AND OTHER PROTRUSIONS THROUGH
WALL BOARD WHERE SEALANT IS EXPOSED. PROVIDE POLY- SULFIDE SEALANT; WHERE
UNEXPOSED. PROVIDE ACOUSTIC SEALANT.
8. APPLY PRE -FILL COMPOUND TO JOINTS IN ACCORDANCE WITH INDUSTRY STANDARDS. APPLY
EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT; APPLY SKIM COAT. AFTER
TAPING & EMBEDDING COMPOUND IS DRY, APPLY SECOND COAT FILLING & TAPER FLUSH W/
SURFACE; FIRE TAPE PENETRATIONS AT DEMISING WALLS, CORRIDOR ENVELOPE & OTHER
RATED ASSEMBLIES.
9, PROVIDE FINAL FINISH THAT IS SMOOTH, WITHOUT DIVOTS, BUMPS, BOWS OR ANY OTHER
SURFACE BLEMISH, READY TO RECEIVE PAINT.
10. CUSTOM SKIP TROWELED FINISH WHERE SPECIFIED ON PLANS. COORDINATE FINISH
WITH ARCHITECT.
t*
•
A
OF
PANT
PAINT NOTE*
WALLCOVERIIG,
METAL FNSHES
SPECIALTY GLAZING
FLOORING
F-1
F-3
BASE MATERIALS
B-2
NOT USED
FINISH SCHEDULE
PANT NNW
PAINT SHEENS ON SURFACES TO BE AS FOLLOWS:
• SALES AREA WALLS AND CEILING - EGGSHELL
• ALL DOORS AND FRAMES (EXCEPT FITTING ROOM) - SEMI GLOSS
• STOCK RM., HALLWAY, OFFICES AND OTHER NON SALES AREA WALLS - SEMI GLOSS
• INSIDE TOILET ROOM WALLS, CEILING DOOR AND FRAME - GLOSS
1. ALL GYP. BD. SURFACES THROUGHOUT SHALL HAVE A SMOOTH (NO TEXTURE) SANDED
SURFACE AND SHALL BE PREPARED FOR PAINT FINISH AS SPECIFIED ON THE PLANS.
2. ALL PAINT USED SHALL BE COMMERCIAL WATER BASED INTERIOR ENAMEL
3. ALL NEW GYP. BD. SURFACES SHALL RECIEVE 3 (THREE) COATS OF PAINT.
4. ALL GYP. BD SURFACES TO RECIEVE WALLCOVERING OR OTHER APPLIED FINISHES
SUCH AS WALLCOVERING, SLATWALL OR WALL PANELS SHALL RECIEVE A SMOOTH
SANDED FINISH AND PRIMER TO MATCH ADJACENT FINISHES BEFORE FINAL MATERIAL
IS APPLIED UNLESS OTHERWISE NOTED.
MA LANARK VINYL WALL COVERING - LA CROIX TYPE II # L2 -LC -05 - SHADOW
16GA. BLACK ANODIZED ALUMINUM BREAK METAL
NOTE: ANY OTHER METALS DESIGNATED AS MF -1 SHALL MATCH THIS FINISH
NIF-2 YELLOW 'CHEM -- METAL' TO MATCH YELLOW MOZ METAL MOUNTED ON 1/4"
MASONITE PANELS. PANELS ARE ADHERED DIRECTLY TO WALL SURFACE WITH COMMERCIAL
CONSTRUCTION ADHESIVE. FLOOR TO CEILING.
9/4„:1 CUSTOM LAMINATED GLASS: 2 LAYERS OF 1/8" ANNEALED SAFETY GLASS W/ #3088
YELLOW RICE PAPER. IN SIZES AS INDICATED ON THE DRAWINGS. ALL GALSS TO COMPLY
WITH ASTM C 1172 SAFETY STANDARDS FOR LAMINATED GLASS PRODUCED WITH A
FORMULATED INNER LAYER AND SUBSTRATE TO LAMINATE UNDER HEAT AND PRESSURE
BETWEEN 2 PIECES OF ANNEALED GLASS.
SOURCE:
PULP STUDIO LOS ANGELES CA USA 310 815 -4999
F-1 'WEAR -GUARD SELF LEVELING COLORED WEAR TOPPING. COLOR: PACSUN DARK GRAY #2
SEALER: WEAR GUARD 500
OWNERS CONTACT: PECKHAM INDUSTRIAL COATINGS
1085 -C COLE AVENUE
CLOVIS, CA 93612
DANNY PECKHAM
(559) 298 -4173 FAX (559) 299 -4016
www.peckhamcoatings.com
12' X 12" X 1/8" VCT. 'ARMSTRONG, STANDARD EXCELON' # 51836 SHELTER WHITE
INSTALL WITH MFGRS. RECOMMENDED ADHESIVE.
F-4 WHITE OR LIGHT COLOR, RESILIENT SHEET VINYL FLR'G W/ 6" HIGH CONTINUOUS
COVE BASE & ALUM. CAP. INSTALL W/ MFGRS. RECOMMENDED ADHESIVE. NO SEAMS
F-6 12' X 12" X 1/8" VCT. 'ARMSTRONG, STANDARD EXCELON' # 51816 CHERRY RED. INSTALL
WITH MFGRS. RECOMMENDED ADHESIVE. (USED AT EXIT PATH THROUGH STOCK RM.)
'ROPPE' #00 BLACK 6" HIGH RUBBER BASE, INSTALL WITH MFGRS. RECOMMENDED
(APPLY IN SALES AREA).
'ROPPE' #00 BLACK 4" HIGH RUBBER BASE, INSTALL WITH MFGRS. RECOMMENDED
ADHESIVE. (APPLY IN STOCKROOM).
6" HIGH COVED SHEET VINYL BASE W/ ALUM TRIM CAP. SEE F -3 (IN TOILET ROOM)
'1D C53 -1 3q
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1 1%16
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•
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CRY OF TUKWILA
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PE I' MITA
735
!COPYRIGHT Aca ;
Thole drowIngs and specifications are copyrighted and
subject to copyright protection as on "orchfecturel work
Under sec. 102 of the copyright Get, I7 u.S.C. As
amended docember I900. The protection includes,
without limitation, the ovoroil form, arrangement end
composition of spaces. and eIomenis of t$ . design_
Under such protection, unauthorised use of these
drawings and specifications may result in cessofoA 0 4
construction, building seizure. and /or monetary Nobility
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_ _
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FLOOR FIXTURES
V I
_
.. ILECTRICAL mown
LIGHT FIXTURE SUPPORTS
(UNISTRUT/ THREAD/
_
WALL STANDARDS
•
. 6
-
TEMP. LIGHTING/ POWER
6" HIGH, BLACK ANODIZED (NAT. MALLFRNI
TRANSOM GLAZING i
WALL MIRRORS
•
•
.
FINAL CONNECTION OF
POWER TO SIGNS
(NAT. MALLFRNT.)
GLAZING CHANNELS i
•
FLOOR MIRRORS
-
4
i (
"
TIMECLOCKS FOR SIGN(S)
ROLL -UP GRILLE •
MERCHANDISING HDW.
• G
G.0 TO COORD. W/ OWNERS INSTALLER
I TOILET ROOM
4 EXHAUST FAN
METAL SLATWALL PANELS
"
FIRE ALARM SYSTEM
,
SHOE BENCH (1)
•
WHEN REQUIRED - VERIFY WITH MALL
:
.
COLORED WD. WALL PNLS.
•
WALLCOVERING
•
S.R. DOOR KICK PLATE
•
:
MISCELLANEOUS
P
PAY PERMIT FEES PERMIT/
_
•
•
CONSTRUCTION SITE
PHONE AND FAX
•
•
•
ARCH ACT FORMATION TO PACSUN AND
SPRINKLER SYS. PLANS/
PLANS PERMIT/ FEES
_
•
0
MALL EPOSIT
INSURANCE WAIVERS
0
VERIFY MALL'S REQUIRED CONTRACTOR
L CLEANING
LINATORIAL SERVICE/ .
0 .
TRASH REMOVAL/
DUMPSER RENTAL
0
"
ROOF PENETRATIONS
DEMOLITION/ PERMIT AND
FEE'S AS REQUIRED
TEMPORARY BARRICADE
:.
•
COORDINATE WITH LANDLORD AND MALL.
RECEIVE / UNLOAD ALL
TENANT SUPPLIED ITEMS ,
SPECIALTY
ANTI THEFT SYSTEM
SCANNERS, TAG GUNS
•
•
•
•
G.C. TO COORDINATE WITH INSTALLER
COMPUTER / POS SYSTEM
•
•
BUZZER SYSTEMS
•
•
SEE ELECTRICAL DRAWINGS.
FIRE EXTINGUISHERS
•
VERIFY LOCATIONS W/ FIRE MARSHALL
FIRE ALARM SYSTEM
•
WHEN REQUIRED - VERIFY WITH MALL
CASH / BACK WRAP
_
•
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0090
_ _
1 (
_
FLOOR FIXTURES
090I0* I ICI
_
. (
`•
_
WALL STANDARDS
. 6
6" HIGH, BLACK ANODIZED (NAT. MALLFRNI
TRANSOM GLAZING i
WALL MIRRORS
•
(NAT. MALLFRNT.)
GLAZING CHANNELS i
FLOOR MIRRORS
-
4
i (
(NAT. MALLFRNT.)
ROLL -UP GRILLE •
MERCHANDISING HDW.
• G
G.0 TO COORD. W/ OWNERS INSTALLER
METAL SLATWALL PANELS
,
SHOE BENCH (1)
:
.
COLORED WD. WALL PNLS.
•
WALLCOVERING
•
S.R. DOOR KICK PLATE
•
:
STOREFRONT TUBING 4
410 _
lo to.*
0090
_ _
1 (
_
CLEAR WINDOW GLAZING 0
090I0* I ICI
. (
(NAT. MALLFRNT.)
ALUM. GLAZING BASE .
. 6
6" HIGH, BLACK ANODIZED (NAT. MALLFRNI
TRANSOM GLAZING i
i (
(NAT. MALLFRNT.)
GLAZING CHANNELS i
4
i (
(NAT. MALLFRNT.)
ROLL -UP GRILLE •
• G
G.0 TO COORD. W/ OWNERS INSTALLER
OFFICE DESK •
FILE CABINET
0
SAFE • • G.C. TO BOLT TO FLOOR
LOCKERS • , . , G.C. TO ASSEMBLE. •
LIGHT FIXTURES •
STANDARDS & BRACKETS
ii 6 ,
SHELVING • • FIRE TREATED IF REQ'D.
BULLETIN BOARDS • • VERIFY LOC. W/ PACSUN OPERATIONS
PAINT AND PRIMER • 0 -
CEILING SYSTEM • •
ROLLING SHELVING UNITS 0 •
FLOOR DEMO, SCRAPE • _ •
FLR. PATCH, BEAD BLAST • • (PECKHAM)
CONCRETE TOPPING (PECKHAM)
TRANSITION STRIPS
VCT FLOORING • • INCLUDING SETTING MATERIALS
SHEET VINYL • • INCLUDING SETTING MATERIALS
CONCRETE SEALER • • (PECKHAM) CONTRACTOR
RUBBER BASE • • INCLUDING SETTING MATERIALS
VINYL COVE BASE • • INCLUDING SETTING MATERIALS
1 ,
I HVAC UNIT / EQUIPMENT • • RTU
I ROOF CURB • •
SUPPLY AND R/A
DUCTWORK PER PLAN e •
ALL DIFFUSERS / GRILLES • 111) • THERMOSTATS •
CLR. LOCKING COVER(S) • •
TOILET RM. EXHAUST FAN • •
AIR BALANCE REPORT BY • _
INDEPENDENT CONTRACTOR
FIRE DAMPERS • AS REQUIRED
SMOKE REMOVAL SYSTEM • AS REQUIRED
MODIFY SPRINKLER SYS. • •
GYP. BD. CEILINGS
OR SOFFITS _
ACCOUSTICAL TILE & GRID
FRAMING /GYP. BD./
PLYWOOD AT TOILET ,
FRAMING GYP. BD./ WHEN REQUIRED
PLYWOOD AT HALLWAY ,
ni,11 QC 1°114
tl
AV 2 7 1183
. r�
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0090
FLOOR DEMO, SCRAPE • _ •
FLR. PATCH, BEAD BLAST • • (PECKHAM)
CONCRETE TOPPING (PECKHAM)
TRANSITION STRIPS
VCT FLOORING • • INCLUDING SETTING MATERIALS
SHEET VINYL • • INCLUDING SETTING MATERIALS
CONCRETE SEALER • • (PECKHAM) CONTRACTOR
RUBBER BASE • • INCLUDING SETTING MATERIALS
VINYL COVE BASE • • INCLUDING SETTING MATERIALS
1 ,
I HVAC UNIT / EQUIPMENT • • RTU
I ROOF CURB • •
SUPPLY AND R/A
DUCTWORK PER PLAN e •
ALL DIFFUSERS / GRILLES • 111) • THERMOSTATS •
CLR. LOCKING COVER(S) • •
TOILET RM. EXHAUST FAN • •
AIR BALANCE REPORT BY • _
INDEPENDENT CONTRACTOR
FIRE DAMPERS • AS REQUIRED
SMOKE REMOVAL SYSTEM • AS REQUIRED
MODIFY SPRINKLER SYS. • •
GYP. BD. CEILINGS
OR SOFFITS _
ACCOUSTICAL TILE & GRID
FRAMING /GYP. BD./
PLYWOOD AT TOILET ,
FRAMING GYP. BD./ WHEN REQUIRED
PLYWOOD AT HALLWAY ,
ni,11 QC 1°114
tl
AV 2 7 1183
. r�
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0090
I HVAC UNIT / EQUIPMENT • • RTU
I ROOF CURB • •
SUPPLY AND R/A
DUCTWORK PER PLAN e •
ALL DIFFUSERS / GRILLES • 111) • THERMOSTATS •
CLR. LOCKING COVER(S) • •
TOILET RM. EXHAUST FAN • •
AIR BALANCE REPORT BY • _
INDEPENDENT CONTRACTOR
FIRE DAMPERS • AS REQUIRED
SMOKE REMOVAL SYSTEM • AS REQUIRED
MODIFY SPRINKLER SYS. • •
GYP. BD. CEILINGS
OR SOFFITS _
ACCOUSTICAL TILE & GRID
FRAMING /GYP. BD./
PLYWOOD AT TOILET ,
FRAMING GYP. BD./ WHEN REQUIRED
PLYWOOD AT HALLWAY ,
ni,11 QC 1°114
tl
AV 2 7 1183
. r�
lo to.*
0090
GYP. BD. CEILINGS
OR SOFFITS _
ACCOUSTICAL TILE & GRID
FRAMING /GYP. BD./
PLYWOOD AT TOILET ,
FRAMING GYP. BD./ WHEN REQUIRED
PLYWOOD AT HALLWAY ,
ni,11 QC 1°114
tl
AV 2 7 1183
. r�
lo to.*
0090
ROLL -UP GRILLE & HOWE. ■ METRO DOOR
GLASS DOORS & FRAME ■ NOT USED ON THIS PROJECT
DOOR FRAME HARDWARE •
l r FRAMES • HARDWARE S [J
IIL -11M 11•0' -
FRAME HARDWARE Li
1 REAR DOOR AND FRAME ■ .
REAR DOOR HARDWARE [] ADD NEW PANIC BAR PER PACSUN REQ.
- A De•- NI INIIIIIMICJ
7 PI RIM Y I I R
A "AN L A ' o • [IJ AS REQUIRED
FOR M•TOR VAV ETC.
■
■
■
■
LANDLORD DISTRIBUTION VERIFY AVAILABILITY FOR LOAD DEMAND
PANEL _ ■
METER
MAIN DISCONNECT '
AND FUSES _ , _ _
CONDUIT TO SPACE • G.C. TO UPSIZE IF REQ. VERIFY AT BID
EXTEND CONDUIT
WITHIN SPACE - I, WIRE TO SPACE G.C. TO EXTEND IF REQUIRED
. L r A I r ■ .
DISCONNECT WITHIN SPACE SEE ELECTRICAL FOR SCOPE
PANEL L 0 -0 . ,
TRANSFORMER • RELOCATE
. ,
PANEL H • RELOCATE
HOMERUNS/ CONDUITS/ ' - '
tl CONTROLS:
SWITCHES/ CONTACTORS
CONTACTORS
TEL. CONDUIT TO SPACE G.C. TO EXTEND AS REQ. VERIFY
•N•UI Nr • •
FOR P.O.S.! PHONE SYS. ,
HVAC SYSTEM RING AGE)
(LINE AND LOW WI VOLT
BUZZER SYSTEM i _
LIGHT FIXTURES
J . T .
KNOCK DOWN SYSTEM WHEN USED. SEE PLAN
g _ 2v03
WALL - MOUNTED MIRRORS _ •
HOOKS ON DOORS MAW COMER
HOOKS ON WALLS
TAG HOOKS - • • SEE DETAIL
CAULKS/SILICONES/
0 MA,STIQS /ADHESIVES - AS REQUIRED
FIXED SEAT LEDGE •
OWNER SIGNAGE # OF ITEMS, SHOPLIFTNG, ETC.
■ 4Il "M I 5 ?
CODE RELATED SIGNAGE • AS REQUIRED
le
PLUMING / TOLET
I EXTEND WASTE / VENT
I LINES WITHIN SPACE
EXTEND WATER LINES
• ▪ WITHIN SPACE
I LOCATE ACCESS WASTE
STUB -UP
WATER CLOSET & LAV.
I MOP SINK.
I DRINKING FOUNTAINS
I FLOOR DRAIN / TRAP
I PRIMER
I WATER HEATERS(S)
I GRAB BARS
I MIRRORS)
1
▪ FRP PANELS/
J- MOLDING
I PAPER TOWEL HOLDER
SANITARY RING HOLDER
SOAP DISPENSER
TOILET PAPER DISPENSER
TRASH CAN
BACKING FOR ALL ITEMS
LISTED ABOVE AS REQ.
ELECTRICAL
L T C L T
•
•
•
•
•
•
•
•
•
•
•
•
L T C L T
•
e_ •
•
•
•
•
•
•
MT.
i
Y
IT11A
PIXTI1S / SALE ANNA L T C L T C
STOCKROOM
RESPONSIBILITY SCHEDULE
L T C L T C
L T C L T C
C
C
REMARKS
NOT USED
NOT USED
w
I DEMISING PART. STUDS
I
G/
•
•
•
•
•
•
•
•
•
•
•
•
DEMISING PART. DRYWALL
G/
•
•
•
•
•
ITN'
STORMOIINT
RESPONSIBILITY SCHEDULE
PUINIONID
SNTALM
MOST.
FLOOFLOORING oo�o i RASE
WALLS
SALES WA LS FRAMIN
BLOCKING GYP. BD.
TOILET ROOM FRAMIN
BLOCKING /GYP. BD.
FITTING ROOM FRAMING
BLOCKING /GYP. BD.
FURRING AROUND
COLUMNS AT DEMISE
INTERIOR COLUMN FURRING
GENERAL FURRING
WALL PREP. AND PAINT
BACKING AS REQUIRED
DOORS
MUM RODS
L T C L T C
L T C L T C
INIMARKS
L TC L T C
L T C L T C
L T C L T C
L T C L T C
SEE SHEET Dl.
G.0 TO PATCH AND REPAIR AS REQUIRED
;9PYRIGHT . PSOTKL
These drawings and specifications on copyrignt.d and
subject to copyrlgM pro$.ctlon es on "arehlt.ctura. rorh
under SSC. 102 Of the copyright Oct. 17 u.S.C. As
amended december 1990. The protection inciud.s.
1rIMeut (Imitation. the outman form, orronp.ment and
Composition of spaces. and elements of the design
Under such protection. unauthorised use of these
drawings end specifications may resuit In cessation of
construction. building seizure. and /or monetary liabilit .
v
+No
•
4-
DATE:
SCALE:
DRAWN IIY:
MONO ft.:
735
O'S- 4'9 -OS SHEET:
S P3
"OS * 4 of I.1
41/4,
• I
LANDLORD DISTRIBUTION VERIFY AVAILABILITY FOR LOAD DEMAND
PANEL _ ■
METER
MAIN DISCONNECT '
AND FUSES _ , _ _
CONDUIT TO SPACE • G.C. TO UPSIZE IF REQ. VERIFY AT BID
EXTEND CONDUIT
WITHIN SPACE - I, WIRE TO SPACE G.C. TO EXTEND IF REQUIRED
. L r A I r ■ .
DISCONNECT WITHIN SPACE SEE ELECTRICAL FOR SCOPE
PANEL L 0 -0 . ,
TRANSFORMER • RELOCATE
. ,
PANEL H • RELOCATE
HOMERUNS/ CONDUITS/ ' - '
tl CONTROLS:
SWITCHES/ CONTACTORS
CONTACTORS
TEL. CONDUIT TO SPACE G.C. TO EXTEND AS REQ. VERIFY
•N•UI Nr • •
FOR P.O.S.! PHONE SYS. ,
HVAC SYSTEM RING AGE)
(LINE AND LOW WI VOLT
BUZZER SYSTEM i _
LIGHT FIXTURES
J . T .
KNOCK DOWN SYSTEM WHEN USED. SEE PLAN
g _ 2v03
WALL - MOUNTED MIRRORS _ •
HOOKS ON DOORS MAW COMER
HOOKS ON WALLS
TAG HOOKS - • • SEE DETAIL
CAULKS/SILICONES/
0 MA,STIQS /ADHESIVES - AS REQUIRED
FIXED SEAT LEDGE •
OWNER SIGNAGE # OF ITEMS, SHOPLIFTNG, ETC.
■ 4Il "M I 5 ?
CODE RELATED SIGNAGE • AS REQUIRED
le
PLUMING / TOLET
I EXTEND WASTE / VENT
I LINES WITHIN SPACE
EXTEND WATER LINES
• ▪ WITHIN SPACE
I LOCATE ACCESS WASTE
STUB -UP
WATER CLOSET & LAV.
I MOP SINK.
I DRINKING FOUNTAINS
I FLOOR DRAIN / TRAP
I PRIMER
I WATER HEATERS(S)
I GRAB BARS
I MIRRORS)
1
▪ FRP PANELS/
J- MOLDING
I PAPER TOWEL HOLDER
SANITARY RING HOLDER
SOAP DISPENSER
TOILET PAPER DISPENSER
TRASH CAN
BACKING FOR ALL ITEMS
LISTED ABOVE AS REQ.
ELECTRICAL
L T C L T
•
•
•
•
•
•
•
•
•
•
•
•
L T C L T
•
e_ •
•
•
•
•
•
•
MT.
i
Y
IT11A
PIXTI1S / SALE ANNA L T C L T C
STOCKROOM
RESPONSIBILITY SCHEDULE
L T C L T C
L T C L T C
C
C
REMARKS
NOT USED
NOT USED
w
I DEMISING PART. STUDS
I
G/
•
•
•
•
•
•
•
•
•
•
•
•
DEMISING PART. DRYWALL
G/
•
•
•
•
•
ITN'
STORMOIINT
RESPONSIBILITY SCHEDULE
PUINIONID
SNTALM
MOST.
FLOOFLOORING oo�o i RASE
WALLS
SALES WA LS FRAMIN
BLOCKING GYP. BD.
TOILET ROOM FRAMIN
BLOCKING /GYP. BD.
FITTING ROOM FRAMING
BLOCKING /GYP. BD.
FURRING AROUND
COLUMNS AT DEMISE
INTERIOR COLUMN FURRING
GENERAL FURRING
WALL PREP. AND PAINT
BACKING AS REQUIRED
DOORS
MUM RODS
L T C L T C
L T C L T C
INIMARKS
L TC L T C
L T C L T C
L T C L T C
L T C L T C
SEE SHEET Dl.
G.0 TO PATCH AND REPAIR AS REQUIRED
;9PYRIGHT . PSOTKL
These drawings and specifications on copyrignt.d and
subject to copyrlgM pro$.ctlon es on "arehlt.ctura. rorh
under SSC. 102 Of the copyright Oct. 17 u.S.C. As
amended december 1990. The protection inciud.s.
1rIMeut (Imitation. the outman form, orronp.ment and
Composition of spaces. and elements of the design
Under such protection. unauthorised use of these
drawings end specifications may resuit In cessation of
construction. building seizure. and /or monetary liabilit .
v
+No
•
4-
DATE:
SCALE:
DRAWN IIY:
MONO ft.:
735
O'S- 4'9 -OS SHEET:
S P3
"OS * 4 of I.1
41/4,
• I
KNOCK DOWN SYSTEM WHEN USED. SEE PLAN
g _ 2v03
WALL - MOUNTED MIRRORS _ •
HOOKS ON DOORS MAW COMER
HOOKS ON WALLS
TAG HOOKS - • • SEE DETAIL
CAULKS/SILICONES/
0 MA,STIQS /ADHESIVES - AS REQUIRED
FIXED SEAT LEDGE •
OWNER SIGNAGE # OF ITEMS, SHOPLIFTNG, ETC.
■ 4Il "M I 5 ?
CODE RELATED SIGNAGE • AS REQUIRED
le
PLUMING / TOLET
I EXTEND WASTE / VENT
I LINES WITHIN SPACE
EXTEND WATER LINES
• ▪ WITHIN SPACE
I LOCATE ACCESS WASTE
STUB -UP
WATER CLOSET & LAV.
I MOP SINK.
I DRINKING FOUNTAINS
I FLOOR DRAIN / TRAP
I PRIMER
I WATER HEATERS(S)
I GRAB BARS
I MIRRORS)
1
▪ FRP PANELS/
J- MOLDING
I PAPER TOWEL HOLDER
SANITARY RING HOLDER
SOAP DISPENSER
TOILET PAPER DISPENSER
TRASH CAN
BACKING FOR ALL ITEMS
LISTED ABOVE AS REQ.
ELECTRICAL
L T C L T
•
•
•
•
•
•
•
•
•
•
•
•
L T C L T
•
e_ •
•
•
•
•
•
•
MT.
i
Y
IT11A
PIXTI1S / SALE ANNA L T C L T C
STOCKROOM
RESPONSIBILITY SCHEDULE
L T C L T C
L T C L T C
C
C
REMARKS
NOT USED
NOT USED
w
I DEMISING PART. STUDS
I
G/
•
•
•
•
•
•
•
•
•
•
•
•
DEMISING PART. DRYWALL
G/
•
•
•
•
•
ITN'
STORMOIINT
RESPONSIBILITY SCHEDULE
PUINIONID
SNTALM
MOST.
FLOOFLOORING oo�o i RASE
WALLS
SALES WA LS FRAMIN
BLOCKING GYP. BD.
TOILET ROOM FRAMIN
BLOCKING /GYP. BD.
FITTING ROOM FRAMING
BLOCKING /GYP. BD.
FURRING AROUND
COLUMNS AT DEMISE
INTERIOR COLUMN FURRING
GENERAL FURRING
WALL PREP. AND PAINT
BACKING AS REQUIRED
DOORS
MUM RODS
L T C L T C
L T C L T C
INIMARKS
L TC L T C
L T C L T C
L T C L T C
L T C L T C
SEE SHEET Dl.
G.0 TO PATCH AND REPAIR AS REQUIRED
;9PYRIGHT . PSOTKL
These drawings and specifications on copyrignt.d and
subject to copyrlgM pro$.ctlon es on "arehlt.ctura. rorh
under SSC. 102 Of the copyright Oct. 17 u.S.C. As
amended december 1990. The protection inciud.s.
1rIMeut (Imitation. the outman form, orronp.ment and
Composition of spaces. and elements of the design
Under such protection. unauthorised use of these
drawings end specifications may resuit In cessation of
construction. building seizure. and /or monetary liabilit .
v
+No
•
4-
DATE:
SCALE:
DRAWN IIY:
MONO ft.:
735
O'S- 4'9 -OS SHEET:
S P3
"OS * 4 of I.1
41/4,
• I
le
PLUMING / TOLET
I EXTEND WASTE / VENT
I LINES WITHIN SPACE
EXTEND WATER LINES
• ▪ WITHIN SPACE
I LOCATE ACCESS WASTE
STUB -UP
WATER CLOSET & LAV.
I MOP SINK.
I DRINKING FOUNTAINS
I FLOOR DRAIN / TRAP
I PRIMER
I WATER HEATERS(S)
I GRAB BARS
I MIRRORS)
1
▪ FRP PANELS/
J- MOLDING
I PAPER TOWEL HOLDER
SANITARY RING HOLDER
SOAP DISPENSER
TOILET PAPER DISPENSER
TRASH CAN
BACKING FOR ALL ITEMS
LISTED ABOVE AS REQ.
ELECTRICAL
L T C L T
•
•
•
•
•
•
•
•
•
•
•
•
L T C L T
•
e_ •
•
•
•
•
•
•
MT.
i
Y
IT11A
PIXTI1S / SALE ANNA L T C L T C
STOCKROOM
RESPONSIBILITY SCHEDULE
L T C L T C
L T C L T C
C
C
REMARKS
NOT USED
NOT USED
w
I DEMISING PART. STUDS
I
G/
•
•
•
•
•
•
•
•
•
•
•
•
DEMISING PART. DRYWALL
G/
•
•
•
•
•
ITN'
STORMOIINT
RESPONSIBILITY SCHEDULE
PUINIONID
SNTALM
MOST.
FLOOFLOORING oo�o i RASE
WALLS
SALES WA LS FRAMIN
BLOCKING GYP. BD.
TOILET ROOM FRAMIN
BLOCKING /GYP. BD.
FITTING ROOM FRAMING
BLOCKING /GYP. BD.
FURRING AROUND
COLUMNS AT DEMISE
INTERIOR COLUMN FURRING
GENERAL FURRING
WALL PREP. AND PAINT
BACKING AS REQUIRED
DOORS
MUM RODS
L T C L T C
L T C L T C
INIMARKS
L TC L T C
L T C L T C
L T C L T C
L T C L T C
SEE SHEET Dl.
G.0 TO PATCH AND REPAIR AS REQUIRED
;9PYRIGHT . PSOTKL
These drawings and specifications on copyrignt.d and
subject to copyrlgM pro$.ctlon es on "arehlt.ctura. rorh
under SSC. 102 Of the copyright Oct. 17 u.S.C. As
amended december 1990. The protection inciud.s.
1rIMeut (Imitation. the outman form, orronp.ment and
Composition of spaces. and elements of the design
Under such protection. unauthorised use of these
drawings end specifications may resuit In cessation of
construction. building seizure. and /or monetary liabilit .
v
+No
•
4-
DATE:
SCALE:
DRAWN IIY:
MONO ft.:
735
O'S- 4'9 -OS SHEET:
S P3
"OS * 4 of I.1
41/4,
• I
I g
:!f
I ExTERmR1
.. ...,..,.�...�._ �....,.....�.. _.....�.
I
DEMOLITION PLAN
I. REMOVE ALL ITEMS AS INDICATED ON FLANS.
2. CARE SMALL BE TAKEN =RI NE" DEMOLITION SO AS NOT TO DAMASE OR ALTER ANY EX I STI N6
STRUCTURAL MEMBERS. THE ARCHITECT AND OWNER SHALL Be NOTIFIED IMMEDIATELY IF
ANY DAMAO! OCCURS OR IS DISCLOSED DURING DEMOLITION.
S. IN ALL WALLS AND CEILINGS THAT ARE REMOVED, THE CONTRACTOR SMALL BE RESPONSIBLE
FOR DISCONNECTING AT SOURCE AND REMOVING OR CAP'PIN', ANY ELECTRICAL, PLUMDINE►, 41PA5
LINES AND MECHANICAL DUCTWORK THAT IS DISCLOSED AND NOT SCHEDULED FOR REUSE.
REROUTE AND CONTINUE ANY SYSTEM THAT MUST DE RETAINED FOR ADJACENT U I LD ING* AREAS
THAT ARE NOT IN THIS CONTRACT.
4. AU. ELECTRICAL CIRCUITS FOR EQUIPMENT TWAT 15 TO DE REMOVED SMALL DI!
DISCONNECTED AT SOURCE AND REMOVED.
S. AU.. ',A5, WATER AND DRAIN LINES SUPPLYING EQUIPMENT THAT IS TO DE REMOVED SMALL DE
DISCONNECTED, REMOVED AND CAPPED ABOVE CEILING* OR BELOW FLOOR. IF CONTINUITY' OP
SYSTEM MUST DE MAINTAINED FOR USE el' ADJACENT AREAS, CONTRACTOR SHALL REROUTE, AS
NECESSARY, TO D! DeMIND NEW CONSTRUCTION. (PATCH FLOOR BACK PRIOR TO TOP'PING*.)
to. THE CONTRACTOR SMALL DD RESPONSIBLE FOR REMpV I N', FROM THE SITE ALL RAWL S AND
=DIRT S CAUSED BY DEMOLITION, AND OI SPOSI NG* OF IT IN A PROPER MANNER.
DEMISING PARTITION WORK TO DE REMOVED SHALL BE PERP'OIRMED IN ACCORDANCE
WITH LANDLORD'S CRITERIA. ALL INTERIOR DEMOLITION WORK TO Be 0'f TENANT'S
b. REMOVE OR IRaELOGAT! ANY SPRI INO LINES, AS RlfSIJIIREP, IN PILO
PER LANDLORD'S AND /OR LOCAL AUTHORITY APPROVALS.
•AL CONTRACTOR TO COORDINATE WITI4 THE OWNER AND ARCHITECT AS TO TI4E
DIEPOSITION OP ALL ITOMB TO Be REMOYED.
10. • E N I R A L CONTRACTOR SMALL L A T C H A N D REPAIR ALL G! I L I NG*S, MALLS AND FLOORS, AS
REQUIRED, TO R!GeIV! NEW FINISHES. (0.C. TO MAINTAIN 14OUR PIR! RATED CONSTRUCTION
THROU0110011T TENANT'S SPACE WHEN REQUIRED).
ADJACENT TENANT
MARSHALL'S
GENERAL NOTES
ADJACEXT TENANT
AmERIC
A'S BEST CONTACTS
AND EYEGLASSES
Ip
Pr
.
\,
,� ��.
If-
G.C. DEMOLITION SUMMARY
I. *SEVERAL CONTRACTOR AND /OR SUBCONTRACTORS SHALL REVIEW THE EXISTING* FACILITY
TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED TO INSTALL THE NEW WORK. A
WRITTEN OUTLINE OF ALL REQUIRED DEMOLITION SHALL DE SUBMITTED TO THE OWNER
DEGRIDINN THE FOLLOWING* MUT NOT LIMITED TO).
2. CONDITION OF EX I $TIN', POWER PANELS AND TRANSFORMERS FEASIBILITY POI! RELOCATION
AND REFURDISHIN0S, OR NEED FOR REPLACEMENT DUE TO AG*E OR EXISTIN0 CONDITION.
CONDITION OF EXISrTIN', SHEETROCK ON EXISTING* DEMISIN 0 WALLS AND RECOMMENDATION OF
WHETHER TO REMOVE EXISTING OR Reuse TO DE DETERMINED IN FIELD.
CONDITION OF EXISTIN', MECHANICAL SYSTEM FEASIBILITY OP REUSING*, RELOCATION, OR RE-
• URDISMIN0 EXISTING* EQUIPMENT AND DUCTWORK AND RECOMMENDATION OP R!PLAGEMIENT, IF
NECESSARY, PRIOR TO BID.
SUMMARIZE RECOMMENDATIONS FOR REUSE OF EXISTING MATERIALS, EQUIPMENT AND AGGES-
•ORIES, ONCE REPUIRBISHED TO A LIKE -NEW CONDITION, ITfMIZ! TIME GRMOIT TO THE CONTRACT,
i. ANY UNNOTED EXISTIN S CONDITION WHICH CONFLICTS WITH THE PROJECT REQUIREMENTS AND
MAY REQUIRE MODIFICATION, REL. OR REMOVAL TO GOMPL.ETZ TH! PROJECT SHALL DE INDENT -
F I RD SO TH! NECESSARY ORAWI NG* REVISIONS MAY D! I NGORIDOIRATIL? INTO 'Ng 'P ROJCT RE-
QUIREMENTS.
1. IN ADDITION TO THE ABOVE, 'WPM TO MORAL. DEMOLITION NOT % IN1PIGATCD ON timer*
SP- i DIVISION 2 - DEMOLITION / WILDING* ALTERATION.
TENANT ADJACENT
MARSHALL'S
lb
KEYED NOTES
SCALE: 1/4" z 1
8 EXISTIN', DEMISING PARTITIONS AND NEUTRAL TO 'REMAIN. SEE SHT. AI.
EXISTING INTERIOR 0 !b TO O! REMOVED IN THEIR ENTIRTY.
0 Xl5TlN STOREPRONT ENTRY DOOR TO Se IN IT'S ENTIRTY.
O EX 15TI N', ',LASS AND ALUMINUM STOREFRONT ANP ENTRY DOOR TO REMAIN.
0 'PORTION OF EXISTING DEMISIN0 WALL TO D! REMOVED.
�✓ 0 REMOVE EXI$TIN{` 'PLOORIN0 MATERIALS FROM !XI$TINS► CONCRETE SLAB, 1:6: TILE,
GAR'P'ET, TACK STRIP, !TG. SCRAM! AND OR **RIND SLAB TO A SMOOTH FINISH RrADY TO
RECEIVE NEW FLOOR PINISH!I A$ DESGRIDED IN THESE PLANS.
O REMOVE EXISTING* GEILING*S IN THEIR ENTIRETY, REMOVE ALL MIEMDEIRS FROM 'PREVIOUS
STRUCTURES ADOV! CEILING* AREA (!.•. OLD DRAGIN',, TIC WIRES, OLD CONDUITS., ETC)
0 EXISTING* EXIT SERVICE DOOR AND FRAM! TO S! RLDMOVOO AND INFILLED.
0 EXIST. TOILET ROOM PARTITIONS, DOOM AND P'L.UMBIN', FIXTURE TO O! Rl4OVl2. NM 1104T. AI.
0 EXISTING* ELECTRICAL EQUIPMENT TO RELOCATED PER SHEET !I-ES.
O EXISTING* ROOFTOP MVAG UNIT TO De RemoveD
0 EXISTINO 1111‘.41VRAI. COW TO REMAIN.
r
/
/
/
/
EXTERIOR MALL
COLONNADE
•
cri
Mp`l � , � 03
3 "1°1 37
DRAWN rt
CQLLI4b -
Thee* drawings and specifications ore copyrignted and
subject to copyright protection es on `orchltect wore
under sec. 102 of the copyright act. 17 u. S.C. As
amended december 19110. the protection includes.
without limhotion, the ovsroll form, arrongem.m and
compoeltion of spaces. and elements of the design.
Under such protection. unauthorised use of these
drawings and specifications may reeuk In cessation of
construction, building seizure. and /or monetary Mobility.
14110IKT 116.:
735
4 4•""
05-09 -09 W:
1 /4 "+e l'-0"
L•M1
A010116
D1
11 of I+
• •
io
AM
VCSTIBW.e I STOCK ROOM AND PIALLMI AY:
N0''I`: NOT USED
IV
O TYPICAL
M
0
NON OL'ARINO INTERIOR PARTITION:
NOTES:
MAUVES AT NUM DEMONS PARTITION:
N D'Tli:
NOT USED
2=== 1
�'
<
=2===
TOILET ROOM / PLATFORM PARTITION:
NOM: USE b" STUDS AT PLUP�IN6 WALL
K
%sr
Aga
TITIGAL rITT9N6IROOh *:
Nom,
AM
Tv
101
AM
rIJRRIN* AT EXIST1NO DEMISING PARTITION:
NoTrS:
,aL;a:QtQa:Qc;i=
i
0
MAUVES AT NUM DEMONS PARTITION:
N D'Tli:
NOT USED
2=== 1
�'
<>
=
SALES ARIA 1 wrocoscotoom PARTITION:
NOM&
%sr
0
AM
MALLMIIAY AT TOILET ROOM
I VOTIS:
NOT USED
v,
E '
HAL.LM AT SALMI AREA:
NOTES:
•
HALLMIIAN' AT STOCKROOM;
NOTES:
S
9
I►\
a I
NEW 5E1RV I GE
.. DOOR. SW
- DOOR
5GHI+DULE.
INPILL AREA OF
EXIST. SLR. DOOR.
COLORS, MATERIALS
= AND FIN. TO MATCH
I r ADJ. AREAS.
= NEW H.G. ACCESSIBLE
TOILET ROOM WL/ NEW
f- H.G. FIXTURES 4
ACCESSORIES.
s!, /�ri- /.�i- /� Y��ii /, Wei /S /-iir/►' / �i�i-i.�i- /��ii�ii -ice ► /-i- /ice /��i- /ir��i-i,�i-. �r /,��,�►r�il �i-ii� -i_'i_
•
O
f// I GLR ' �/
I — 1 I rft
, :vial I ■ a I � --
v = CC :E
r
O
EXIST. ELECT. O.
LOC... SEE ELECT.
DW65.
HEAVY DUTY HAN6ROD ON
HEAVY DUTY SURFACE
MOUNTED STDS3. SHELVES
ABOVE. (SEE TYP. PET)
I STOCK ROOM I
NEW H.G. ACCESSIBLE
TOILET ROOM W/ NEW
H.G. FIXTURES 4
ACCESSORIES.
cr 30" X 48" GLR. FLR.
SPACE FOR DRINKING
FTN.
r
r r r
D•4
I 2 1 -'7" / 3'-0" 12"
r
_` I r
v ar y
TOUT
ROOM
D-6
ION
'
18"
<ta \7 '
o-a
TOLET
ROOM
/1 GLR.
r,
r
0
O
I
I
I
I
I
I
•
I
I
1
ILEUM. EXIT SIGN
ABOVE. see
REFLECTED GL.6.
PLAN
XFMR. ON
STOCKROOM FLOOR
LOG. SEE SHEET EI.
48" X 56 "" GLR. FLR.
SPACE FOR TOL I ET.
(TYP).
30" X 46" GLR. FLR.
SPACE FOR LAV.
(TYP) .
1 12"
1
4 25 STANDARDS • 16" O.G. * 2
I ,
ADJACENT TENANT
i
6'-b"
FLOOR PLAN
KEY SYMBOL
b 5
41' -5"
I HALLWAY
- NEW H.G. DRINKING
FOUNTAIN.
1 -10"
11
WALL LEGEND
KEY SYMBOL
15
0
•
re
LINE OF SHOE SHELVI N6
UNITS. see SHEET A2
N
2 1 -1 "
1 1 -Z N
WALL STANDARDS • 24"
O.G. W/ METAL BRACKETS.
SL"t TYP. PTE.
FLUSH WALL MT=7. ILEUM.
EXIT SION ABOVE. SEE
SHEET E I .
,1 -2 "
R.O.
D-3
1FA41
51-0
GLR. -..�
100' -5"
EXISTIN6 CONCRETE FLOOR SURPAGE
PREPARE FOR INSTALLATION OF NEW
FL00RIN6 MATERIALS AS INDICATED
IN THESE PLANS. SEE SHEET SPI FOR
ADD. FLOOR PREPARATION NOTI:g.
--...,,,,\
2 -6N
R.O.
D-2
IF.R.31
5
NON- TAIIIlD WALL STANDARDS
• 24" O.G. W/ METAL ORAGKETS.
SSE TYP. DTL.
IsALEs AREA]
N
of
2
R.O.
D-2
51.4 N
ge
N
F.R.,
D-2
5 /Nil I "
,
26 sum • 24" O.G.
EXISTIN6 STRUCTURAL
COLUMN AND ENCLOSURE.
FINISH TO DE MF - ? .
6Y1 BD FITTING ROOM
PARTITIONS TO 9'-b"
(1 TYP. DETAIL
'ADJACENT TENANTI
CUSTOM GASH MAP
UNIT. SEE FIX. PLAN
w
EXIST. DEMI5IN6 PARTITION PATCH 4�
REPAIR TEN. SIPE ONLY AS REQ'D.
lium TERI
EXIST. DCMISIN6 PARTITION PATGM 4
RIM�'AIR Ter. SIDS ONLY AS nap.
II STANDARDS • 24" O.G. * 32
KEY DESCAPTION
Ej STOCK ROOM TO TOILET ROAM:
5'-0" x 6' -8" x 15/4" S.G. PAINT •RADE WOOD DOOR WITH I -1/2 PAIR M.D. BUTTS AND 6/9 LEVER
TYPE PRIVACY SET 4 DOOR CLOSER. (DOOR, PRAMS, MARDWAIM AND INSTALLATION BY TL'N. 6.G.)
El REAR SERYIGE DOOR
NEM 5'-o" x 9'-o" 4140L1..Or4 METAL DOOR 4 FRAME. APPLY NEW PANIC HARDWARE SUPPLIED
BY OM ER. PROVIDE A DOOR CLOSER, SMOKE GASKET'S AND LABELED DOOR AS REQUIRED
O.C. TO PAINT INSIDE 4 OUTSIDE OF DOOR 4 FRAME. HINGES TO HAVE NON - REMOVABLE PINS.
PROVIDE ALUM. THRESHOLD 4 WEA'TI4E RSTRIPPIN•. PROVIDE A COMPLETE 60 MIN. ASSEMBLY.
PROVIDE DOOR YlEMlMt AND LAB,. REAR OF DOOR "PAG•UN" AND SPACE NO.
NOTES: EXIT DOORS SHALL OE OPENADLE FROM THE INSIDE W I T'MOUT THE use OF A KEY OR
ANY SPECIAL KNOWLEDGE OR lFPORT
MAXIMUM PULL PORGIES FOR INTERIOR AWD EXTERIOR DOOR SMALL NOT EXCEED:
s LOS. POR INTERIOR DOORS
1.5 LOS. !OR EXTERIOR DOORS
LINO or SOPPIT ADOV!
•.G. TO INSURE THAT 6/9
FLOOR L060 DOES NOT
INTERFERE WITH SIENSORMATIG
ANTENNAS
WOE L I •HTED TYPE
ILLUMINATED EXIT SIGN
ABOVE. SEE SHEET E3.
1/2" DEEP DEPRESSIONS FOR
SENSORMATIG •RID 1'!N. •.G.
TO GOORD I HATE WITH SYSTEM
I NSTALLER.000RD I NATE
FLOOR WORK WITH MALL
OPERATIONS.
EXISTIN6 CONCRETE FLOOR SURFACE
PREPARE FOR INSTALLATION OF NEW
FLOORIN6 MATERIALS AS INDICATED
IN 'THESE PLANS. SEE SHEET SPI FOR
ADD. FLOOR PREPARATION NOTES.
(sates AREA
LINE OF SOFFIT ABOVE
a I
mr..=2===:Wa
DOOR SCHEDULE
NON- TA5DGD WALL STANDARDS
• 24" O.G. W/ METAL BRACKETS. I
See TYP. DTL.
KEY oeaGirnoN
0-1
STOCK ROOT, , TO TOILET' ROOM:
I' ;N 4'-6"
ca
L
24"
1 1 -N 4 1 -N
Noy
SCALE: 1/4" ! HO"
EXISTIN6 NQ,TRAj", PIER
!XI STI N6 *LASS AND
ALUMINUM STOREFRONT.
NEW PORTION OP &LASS AND
ALUMINUM STOREPIRONT.
DOLOR, FINISH AND MATERIALS
TO MATCH EXISTING.
LOC. Or 6R-I5 ANTENNA ON
FLOOR. GOOMRD I NAT! A/ THE
SYSTEM INSTALLER
EXISTIN6 STET
CONSTRUCTION.
G/L OF EXISTIN6 6LA3S
AND ALUMINUM DOOR.
EXISTIN6 GLASS AND
ALUMINUM STOREFRONT.
EXISTING STOREFRONT
CONSTRUCTION.
&—__- LEASE LINE
EXISTING GLASS AND
ALUMINUM STOREFRONT.
EXIST. NEUTRAL PIER
& AtSS AND ALUMINUM DOOR: EXISTIN5 ISLAM* AN, ALUMINUM DOOR.
MALL
rl1'T111I1i IROOM DOOR:
2'-b" x S'-O" x 15/8" S.G. PITTIN• ROOM DOOR GLAD WITH I4go. STAINLESS STEEL. DOORS,
JAMBS, AND !PUTTS SUPPLIED BY P.G. L'E'VER TYPE LOCKING HARDWARE SUPPLIED BY OWNER. 6.0.
TO INSTALL. (NOTE: 6.G. IS TO INSTALL, ON THE SALES AREA SIDE, AN OWNER SUPPLIED STEEL
GOAT HOOK IN THE CENTER OP THE D0001, I" DOAN FROM Tie TOP TO THE TOP OP PLANitSE.
® PITTING ROOP I DOOR: (M.G,)
3' -0" x S'-O" x 1 /6" SG PITTING ROOM DOOR GLAD wino 'Ago STAINLESS STEEL. DOORS, JAMBS,
AND BUTT'S SUPPLIED BY P.G. LEVER TYPE LOGKIN6 ofttotprtmite SIIJPPLIED BY OrMIER. GG. TO
INSTALL. (NOTE: O.C. IS TO INSTALL, ON THE SALES AREA SIDE, AN OMER. SUPPLIED STEEL GOAT
HOOK IN Time CENTER OF THE DOOR, I" =?OYMN PROM TM! TOP' TO TM! TOP irrlF PLAN•e.
® SALES AREA TO HALLMIIA ' / MALLMIIAY TO STOCKROOM:
• x 6' -8" x 15/4" S.G. PAINT &RAtiE Fi000 OOOR MIITH i -t /2 PAIR M.D. BUTTS AND 5/5 LEVER
TYPE PA*SA•E SET • MITM SELF GLOSIN6 DEVICE. DOOR, FRAME, INSTALLATION AND LATGMSET
a, TIN. 6.G. NO LOCKS PERMITTED ON THIS DOOM
° I03 - • 13/
r
CITY OF TUKWILA
MAY — . 9 2gn3
PEIVir
I,
735
QYNIGHT NOTICE;
These drawings and speeifkotions on copyrighted and
subject 10 copyright prohecton as on 'orchhecturai wort`
under sec. 102 of the copyright oet, 17 U.S.C. As
amended december 1900. The protection includes,
without limitation. the overall form. arrangement Ond
composition of space*. and elements of the design.
Under such protection, unauthorized use of these
drawings and specifications may result in cessation of
conshuction, building seizure, and /or monetary 'wow',
u2
1 1;4"14 1
= ci
a aq . d ?.
•
DATE:
CONAN /I':
PNO*CT NO.:
i.•
1 1g
CI '
iiips
4.9.0
IFI
5 .1( f 1
06 -O9 - SIarT:
1/4"a1
LPM
Al
i
CC
0
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O
I
New senvic.e.
SEE S•T. Al.
INFILL AA OF
EXIST. sow. Doom.
COLORS, PINISH ANP
NATERIALS TO
MATCH ADJ. AREAS.
GTRIGAL. !G.
AND TELEPHONE
EV. LOCATION see
sfierr el.
XFMR ON TOILET
ROOM PLATFORM
LCIC. SEE SHEET El
New H.C. TOILET
ROOM 1041TH NEW H.C.
6RAIBI BARS AND
PLUMBIN6 FIXTURES.
exisT. paralytics PARTITION
PATCH 4 REPAIR TEN. slpe
ONLY AS
NEW •.C. TOILET NEW H.C. DRINK'S*
ROOM WITH New H.C. FOUNTAIN.
6RAB BARS AND
PLUM5IN6 FIXTURES.
FIXTURE / FLOOR FINISH PLAN
riry4p , .
SMALL litemititSERATOR
FURNISHED AND INSTALLED
BY OWNER.
BULLETIN DPS. (VERIFY
LOC. bo4/ OWNER)
OFFICE DESKTOP
SHELVES ASV. AND SAFE
(BY OWNER) 6.C. TO BOLT
TO FLOOR FACE OUTWARDS.
•ABBEDWALL STANDARDS •
24" O.G. WITH CUSTOM METAL
BRACKETS SEE INTERIOR
eLevAnotis.
EXISTIN6 STRUCTURAL
COLUMN AND eNcLosutite.
1 46" HIGH SLIDINS stioe SHELVIN6
UNITS BY 'SPAGEMASTER'. SIZE
AND QUANTITY PER L.AN. INSTALL
PER MF6RS. RECOMMENDATIONS.
•
LINE OF METAL. STUD
ANP OPYP. BP. FITTING
ROOM PARTITIONS.
10
NON-'?A1 O WALL
STANDARDS • 24" Q.G. AIT14
&ATOM MILiTAL BRACKETS Sil
INTERIOR ELEVATIONII.
Raft:10 1
I •
1 4. • ", 111111 1 • in ow • 7 1.1 - • .
" • •
• ........
+46"
KOOKS •
+60" A.F.P.
(TYP.) Th
4 COAT HOOKS
• +60" A.F.F.
l '4—WAYP
DISPLAY PIXTUROS
(TYPICAL)
34" +416H H.C.
TRANSACTION
SURPACE
WOOD FITTING ROOM SEAT
LED6E. FURNISHED BY PACSUN
INST. BY 6.C.
1IS
NON—TABBED WALL STANDARDS • 24"
O.C. WITH CUSTOM METAL BRACKETS see
INTERIOR ELEVATIONS.
SCALE: 1/4" 2 I '-
NOM:.
MAINTAIN MINIMUM
ES" AISLES BETWEEN
PIXTURES. PER A.D.A. REQ.
NOT!:
PAINT ALL EXPOSED
eferr. DD. WALLS
IN STOCKROOM 1 I.
...■•••■■■••11111111mtemam
L.INg OF DISPLAY
MANNIMIN
OWNOR)
dIPLASS AND ALUMINUM
STOREFRONT eacmioN
%%kW OZ. TO MAIrG44
ADJACENT AMA..
exisnms •LASS AND
ALUM. geromemoNT
sYs.rem
exit:MINE, STORWRONT
CONSTR.UCTION.
GeNTentLiNe
exisTINIS ALUMINUM
AND &LASS DOOR.
46" PIA. INLAID
STAINLESS sures. rs.
1.060 IN 20" X 20" TILE
SEE TYPICAL =TAIL.
LINO OP SOPPIT
ABOVE.
LEASE LINO
EXISTING ("LASS AND
ALUM. STOREFRONT
SYSTEM
EXISTIN6 STOREPRONT
CONSTRUCTION.
EXISTING 6LASS AND
ALUM. STOREPRONT
SYSTEM
LINE OP DISPLAY
MANNEQUIN (SY
OWNER)
ID3.1347
gOrYitiGHT mairx
These drawings ond spocificotions ot* copyrighted on
subject to copyright protection os on "architectural work"
under stn. 102 of the copyright act, 17 u.S.C. As
amended decay**. 1,00. Th. protoction includes.
without limISOticM, OvOr011 form. orrOngement arid
COrnpoSinon of SpOCOS. and elements of the • C•sign
Undor such protoction. unauthorised use of these
drawings one specifications may result Ir. cessation o t
construction. building seizure. and/or trion•tory
DATE:
SCALE:
OMNI Irt.
PROJECT NO. :
735
•
COW•Crt .479 SHEET
1/4"•I' —Cs"
1.1.1
ACOORO
fit
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1
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MAXIMUM COMPRESSION STRUT SIZES
WE
AMAX HT
1/r$Xme OA.
36.4"
s/4 "$XEEGA.
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TRANSFORMER ON
TOILET ROOM
PLATFORM. SEE ELEC.
VASS.
T -BAR GRID CEILING
CONTINUES OVER TOP
OF TO I LET ROOMS.
EXHAUST FAN. SEE
SHEET MI (TYP)
x
l.� J
•r•ON AFF.
SUSPENDED GL6. NCO
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•7 APP.
......��+r....w.•�. ++1111+..- •�.►�,wwnrrw+wn
M
N
X -+
XI ge
mow PLAT
Y
i
n
w.... rr.,., , , . . ..�r.u.....��.+�.....
EXHAUST PAN. SEE
SHEET MI (TYP)
REFLECTED CEILING PLAN
KEY SYMBOL DESCRIPTION
LIGHTING TRACK SECTIONS (!Ni3rTH AS INDICATED ON
PLAN).
SURFACE MOUNTED EXPOSED TUBE FLUORESCENT LIONT
STANDARD CEILING MOUNTED ILLUMINATED EXIT SIGN.
ILLUMINATED GLASS BLADE EXIT SIGN CONVERTIBLE TO
MULTIPLE APPLICATIONS. INSTALL AS SHOWN ON PLAN.
*WAGE MTV. DUAL HEAD ! LIGHT UNIT YM/
COMPACT BATTERY PACK.
TOILET ExMAUST PAN. SEE SHEET M -I
SUPPLY AIR DIFFUSERS (TYP.)
RETURN AIR DIPPAER Mt").
- -- w .,�.."....... �...�.. - •••
SUSPENDED CL6. 61LID
1r mot,
SUSPENDED GL.&.
60!10
•
XI
LINE OF SHOE SHELVIN6
UNITS BELOW. SEE SHT. A2
CLG. PLAN SYMI
OL LEGEND OL LEGEND
KEY SYMBOL
■
■..
Al U
NN
■.■
S
G
E c
G
1 „1 ■ii
•
a
•.I
$41 U,..
M� •p0•
RECESSED INCANDESCENT DOWN WOW'.
9IAX FLUORESCENT FIXIVRE VW CLAMP-ON
TRACK LIONT FIXTURE AT STOREFRONT.
SUSPENDED LAP*. 'BACKYARD TYPE' LAMPHOLDIER
RECESSED FLUORESCENT LISHT FIXTURE IN SUSPENDED
WALL MTV. VAPOLET FIXTURE
suotrAce MOUNTED FLUORESCENT LIONT FIXTURE - CAULK
TO CEILINer AND PAINT SIDES P-I
DESCRIPTION
•
TRACK MOUNTED LIGHT
FIXTURE. (TYT)
LINE OF PITTING ROOM
PART! TIONS BELOW.
CI
ig
CL 11"' -Or AF.F.
SUSPENDED GL.6. GRID
CEILING TYPES
SALES AREA - LAY -IN AGGOUSTIGAL CEILING SYSTEM:
"U56" DONN DX INTERMEDIATE DUTY 24" X 24" X IS /16" SUSPENDED WHITE T-&RID &RID
SYSTEM AT HLEIGMT AS INDICATED ON PLANS Yr/ 'USG" EGLIPStE #'76113 24" X 24" X 5/4"
SMADOWLINE TAPER EDGE UL APPROVED PLAT WHITE AGGOUSTIGAL CEILING TILES. SEE
SHEET A -dI POR SEISMIC BRACING DETAILS WHEN REQUIRED.
NOTE: THIS IS A DIRECTIONAL TILE ( ARROWS TO POINT TO REAR OP SPADE ).
ST / HALLWAY - LAY -IN AGGOUSTIGAL CEILING tr*TlM:
"US." DONN DX-I. 24" X 4b" SUSPENDED AMITE METAL T-GRID SYSTEM, AT MEIONT AS
INDICATED WITH STANDARD WHITE 24" x 45" LAY -IN ACOUSTICAL NON- TEGULAR CEILING
TILES. SEE SHEET A4 POR SEISMIC s7ETAILS WHEN REQUIRED.
TOILET ROOM - SYR. W.:
5/b" TYPE 'X' OYP. !Br►. G! I L I NG. ON METAL STUD FRAMING PER IPL.ANS. TAPE .JOINTS
SAND SMOOTH, PREPARE SURFACE PO* PAINT PINION
IST011111FIRONT SOFFIT - GYP. Or.=
S /b" TYPE 'X' ONT. 90. CCIL,INii ON 9-3/b" X 20 . MCTAL. STUDS AT 16" O.G.
W/ TAPED JOINTS SANDED SMOOTH. PROPANE PO% PAINT
PLACEMENT OP SPEAKERS AND AUDIO EQVIPOMENT TO BE BY TFR '00!!
cow.' ENE, AND MILL *TRIM, TO OE PROVIDED BY G.C. SE! 'DOSE C.O. RP'
D RAMINGS POR PLACEMENT.
APP. I
illNlNDimD GL.IO. MiD
TRACK MOUNTED L I6HT
FIXTURE. (TYP)
I
x
h
I
ab
1n
I
111
I
1A
I
SCALE: I /4" a I'-c"
Amp
1SNSORMATIG' RIADOUT
DEVICE • 6" s1LOW CLG
TRACK L I GMT MG. ATTACHED
TO !X ISTI NG GLA$5 AND
■
ALUMINUM S �
NU
A
:T
'.T
•
, APP
S /b" Df 'X' GYT. BD.
SOFFIT, INIAINT
EXISTING STOREPRQNT
CONSTRUCTION.
TRACK L I&»$T SEC. ATTACHED
TO EXISTING *LASS AND
ALUMINUM STOREFRONT.
EXISTING STOREFRONT
CONSTRUCTION.
v-s.. A.F.F.
5/8" TYPE 'X' GYP. 50.
SO1'FIT, FAINT
TRACK LIGHT SEC. ATTACHED
TO EXISTING &LASS AND
ALUMINUM STOREFRONT.
91 1)0 4 "----137
!
U
' t )
•
I,
a
011 Of - 1 0
ON 2 7 203
rotu
RIOSIVID
MYOF'MONA
01
PERMIT CENTER
735
COPYRIGHT NOTICE;
Thou drawings and spacltkotions ors copyrigntsd and
subject to copyright preNetlon as an * architectural *ore
under see. 102 of the copyright act, 17 u.S.C. AU
omsnded decsmber 1550. 'he protection includes,
without IlmMatlon, the overall form. arrangomsnt and
composition of specs. and elements of the dssegn
Under such protection. unauthorized use of thee.
drawings and specifications may ',suit In eessotion of
construction. building seizure. and /or monstary liability
-C
V
■
4 +••
DATE:
DAMN tl►
IIIOIECT Pis.:
• II
00-0 ,-09 ma:
1/4 "s I'-Q"
LPM
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.rawM11wr
I a
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tt
EXI5TIN6 GLASS AND
ALUMINUM STOREFRONT
SYSTEM TO REMAIN
STOREFRONT ELEVATION
V
di
6" DIA. 'FS' VINYL ADHESIVE'
TRANSFER LO6OS ON GLASS - "3M
*2I0 -324 FROSTED CRYSTAL (SAND-
BLASTED LOOK) APPLIED TO 6LASS
AT 36" ABOVE FINISH FLOOR. (FURN.
BY OWNERS SIGN CONTRACTOR., INST.
BY 6.G.) TYPICAL WHERE SHOWN.
M AL
NIA SION AT LANDLORD DRSISNATUD ARIA. S.G.
TO %w arm ar TM! LANDLORDS' SION GRI TRR I A AND
*MAT SHOP D*AAINOS FOR me PROPOSuD SI•N
TO TM! LANDLORD AND ANY OT1SR •OVURNIN•
AUTHORITIIES. TN! S.G. MALL SL'GUR! ANY AND
ALL *URMITS Rl4UI'R!D FOR ml INSTALLATION
AND DISPLAY OP TM! FROPOSID *IONAAI.
EXISTING STOREFRONT
CONSTRUCTION TO REMAIN.
EXISTIN6 6LASS AND
ALUMINUM STOREFRONT
SYSTEM TO REMAIN
PROVIDE! SION LITTORS AT TM!
MAXIMUM BIZ! Al ALLOY.,
lY' TM! LANDLORD. AWRY
•
b" DIA. 'FS' VINYL ADHESIVE
TRANSFER L0605 ON GLASS - '3M
*210 -324 !FROSTED CRYSTAL (SAND-
BLASTED LOOK) APPLIED TO 6LASS
AT 316" ABOVE FINISH FLOOR. (FURN.
BY OWNERS SIGN CONTRACTOR., INST.
SY 6.G) TYPICAL WHERE SHOWN.
I
h
GEILIN6 HANGAR WIRE
SEE DETAILS 5HT. AF
35/b" x 20 6A. METAL STUD
DIA6IONAL BRAG IN6 • 46"
O.G. • 45° TO FRAMING
ASV. (AS SHOWN)
SUSPENDED AGGOUSTICAL
TI LE CE IL I N6. SEE SHEET AS
3 5 /b" x 20 ga. METAL STUDS •
16" O.G. TO FRAMIN6 ABOVE.
3 /b" 'TYPE "X " GYP. BD. OVER 3 -5/6" X
20 ga. MET. STUD FRAMING AT 16" O.G.
RECESSED L I OHT FIXTURE.
(WHERE OCCURS)
EXISTING •LASS AND
ALUMINUM sTooterlitowir
SYSTEM TO REMAIN
EXISTIN6 ALUMINUM AND
&LASS DOOR W/ FULLS TO
REMAIN.
TENANT I
STOREFRONT SECTION
NEAL
EX I STI N6 GLASS AND
ALUMINUM STOREFRONT
SYSTEM TO REMAIN
/
I T
vensoof
J
NEW FORTION OF GLASS AND
ALUMINUM STOREFRONT SYSTEM.
COLORS, MATERIALS AND
FINISHES TO MATCH ADJACENT
AREAS
/ /
NEW SION AT LANDLORD
DESIGNATED AREA. S.G. TO
REVIEW THE LANDLORDS' SION
CRITERIA AND SUBMIT SHOP
DRAW I N65 FOR THE *1!0'r05ED
SION TO THE LANDLORD AND ANY
OTHER 60VERNIN6 AUTHORITIES.
THE S.G. SMALL SECURE ANY AND
ALL PERMITS REQUIRED FOR THE
INSTALLATION AND DISPLAY OF
INC PROPOSED SI•NAGE.
EXISTIN6 MALL BULKHEAD
EXIITIN• STOREFRONT
CONSTRUCTION TO REMAIN
N .
BY OWN
LIAM L1N1
7
1
D
. 2)03 our 3T
SCALE : I /2 "a I'-O"
CM' Of TUB
,APPRO'VE0
MAY 2 7 2403
As hump
0
,Noom
It4 ,4 y • y
rtapnea
SC AL! I/2 "• I . .O"
Itr
I
COPYRIGNi NOTICE;
Those drawings and specifications ore copyrighted end
subject to copyright protection as on `orchM.ctu►ol •o..
under sec. 10 o the copyright act. 17 u.S.C. As
amended docombor 1990. The protection includes.
without limitation, the overall form. orrang.mens and
composition of specs*. and • smints of the design.
Under such protocton. unauthorised use of 'him.
drawings and specific Lions may result In cessation of
construction, building seizure. and /or monolog hhobiIity.
DO MMr NY:
IIIDIECT No.:
735
AOl0046
A4
•
4
..+,r.,. • _...
DRYWALL P I TT I NO ROOM
WALL TO '1' -i" A .P.P.
RIGE$*!D WALL EXIT
*ION IS" ADV. TOP Or
POOR PRAM§
/ %.9 ' `.'' 'fire "#z 9 //Y „ r;% ' %f '•�'p y
gal
;I I
T -STAT • 48" O.G.
W/ LOGKIN6 COVER.
INTERIOR ELEVATION
V
TOILET ROOMS SMALL CONFORM TO ALL A CCESSABILITY REQUIREMENTS
OF THE AMERICANS WITH DISABILITIES ACT (ADA) INCGLUDINO BUT NOT
LIMITED TO THE •O1.1.O1
A. WATER CLOSET SCAT M!I&MT - 19" TO III" A.F.P
B. CENTERLINE OP WATER CLOSET - lb" FROM SIDEWALL.
G. BRAD DAR DEMIND WATER CLOSET - 941" LONE, - *99 -96" A.F.F.
I7. IMAM DAR DIAMETER - I'I /2"
C. &RAO DAR AT SIDE OP WATER CLOSET - 42" LONE,, 99" TO 96" A.F.P.
SPACE BETWEEN E,RAB BAR AND WALL - 1-1/2 "
&. TOILET PAPER DISPENSER - 96" MAX. PROM REAR WALL, 1E" MIN. A.P.F.
M. KNEE CLEARANCE AT LAVATORY - APRON 21" MIN. •T., b" MIN. DEPTH.
I. LAVATORY oLr' '4 - 19" MIN.
.1. LAVATORY DRAIN AND MOT WATER PIPES - INSULATED WHEN EXPOSED_
K. LAVATORY RIM SUR1"AGE - MAX. 94" A.P.P.
L. MIRROR BOTTOM EOM - 40" A.P.P. MAX.
M. INTERNATIONAL. SS'YMBOL OP AGGL'SSADILITY SMALL BE MOUNTED ON THE
EXTERIOR OP The TOILET ROOM POOR.
N. POOR MARPMrARE *MALL BE LEVER TYPE.
34" x ID" X I /6" DIAMOND
PLATO KICK PLATE W/ MP -I
FINISH FASTEN TO DOOR W/
SELF THRCADINS SCREWS.
•.1. .. .in.,,,...a,.. ...,.. O.. wM.. 4....11.1.•..:> ....«.,.....w+. • - • - . , .�.�...r.. e. .
P -I
42"
i I NOT
ALL exioyeeD WPM"LY AND DRAIN
• PIPES A RS TO BE INSULA1110.
� y
b" MIE,M BLACK
RUBBER BASE
n
lb" X 9b"
MIRROR
TOLET ELEVATIONS
'rADDIV AALL STANDARDS.
WI TM METAL BRACKET'* AT
24" O.G. O!! $NS!T Al
6" HIbH BLACK
RUDDER BASE
INTERIOR ELEVATION
INTERIOR ELEVATION
•
S' -0"
r ' Is"
SCALE: I /4 "a l' -0"
46" MI&M WHITE
WAINSCOT WITH TRIM GAP
(TYPICAL 4 WALLS)
96"
BAR
\ •
N!W PORTION OP OLASS AND
ALUMINUM STOREPRONT.
DOLOR, PIN, AND MATERIAL
TO MATGN EXIST.
INTERIOR ELEVATION
CXISTINS &LASS AND
ALUMINUM DOOR AND
DTOREPRONT.
.. v'. .:, /y /r ,:.::,'?.:. ... .. r r ...: .{/r /.F .. .,. :..� .. r '� �r/ rte'" i, '.r% :�, y .. r:
//, .J'yi. .,r' t � .sail' ./ Y.,+^' r ;yr rr
/
/ r .r y .
44/. `r � ,Gri., ,v0 r
NON- TADDED WALL
STANDARDS. WITH METAL
BRACKETS • 24" O.G. SEE
SHEET Al.
WALL STANDARDS. AT
DISPLAY WINDOW W/
*APHID DISPLAY
1'"° I XTL*!
1 0 WI
BOT. OF MIRROR
I NOTE
PROVIDE CLEAR SILICONE
• SEALANT AROUND ALL ITEMS IN
PITTINS ROOMS. ANYWHERE A
!FRIG! TAO COULD BE INSERTED.
EX. TOP a BT'M. OP SEAT AROUND
HOOKS, MIRRORS, *IONS, DOOR
JAMBS, ETD.
•
SCALE: 1/4" • 1
NON - TABBED WALL
STANDARDS. WITH METAL
BRACKETS • 24" O.G. SEE
SHEET AI.
4r
'MAX. 4 ITEMS ' SION 6"
ABOVE HOOKS. APPLY W/
CLEAR SILICONE TO WALL
VAPOLET El I XTUIRCS SEE
L I&HT FIXTURE SCHEDULE.
'SHOPLIFTING IS A GRIME'
510N. APPLY TO MIRROR
Mr/ FOAM TALC aN CLEAR
SILICONE (TYP CAGM P.R.)
24" x 60" CLEAR MIRROR
SECTION MT. EA. PITTINS
ROOM) PROVIDE CLEAR
SILICONE DEAD AROUND
PERIMETER TO WIALL.
CINGM M!I•MT ---4
6" WI•M SLACK RUDBlR
DA*!.
6" MIOH SLACK
RUDDER BASE
TAO HOOKS ON WALL
SE! TYP, DETAIL.
P-
* - I
ea C@. EQ141—
eQ
i I
LINE OP BACK OP VINYL
'PS' L060 ON *LADS
SCALE: I/4 ":I
F.G. SUPPLIED METAL GOAT
HOOKS SCREWED TO DOOR
FAGS IN CENTER►, PLAMSe I"
DOWN FROM TOP.
SCALE: I /4" = I'-O"
I I'-b"
II
1'-O"
SCALE: I /4 " =1'-O"
I
GiATOM WOOD ''ITTINE,
ROOM SEAT i.EDle
SENSO*MATIG READOUT
DEVICE 6" BELOW 6Y0.
GEILINS
6" MI6H CLACK
RUBBER BASE
6" $ 416M BLACK
RUBBER BASE
Cn Of BOO
t4 Al 2 7 24
m
v
INTERIOR ELEVATION ..1 1: ) 0 ftir t 3?
isommo
coprorrunvitA
i i ` i
'3
SAT MOM DATE:
735
w
W
Z
5
COpYRICOIT NOTICE;
TMs* drawings and specifications on copyrigngd aria
subject to copyright protection as on "architectural r0 ,y•
under sec. 102 of IM copyright act, 17 u.S.C. as
amended december 1lf0. TM protection inc ludas.
without llrnitetlon, the overall form. arrangement aria
composition of spaces. and eietnents of the design
Under such protection, unauthorized use of tn.s.
drawings and specifications may result in cessation of
construction, building seizure. an /or monetary nobility
V
+1•
:
COMM K:
PROJECT No.:
0411
Of -01 -O5 SME#T:
1/4" :
PM
A5
10 Of l
I
NOT USED
NOT USED
DILL 5/52" HOLE FOR I /8"
BOLT I LOCK NUT AFTER
CEILING IS LEVELED.
(4) b OA., 45 SPLAY WIRES,
AT EVERY STRUT, I2' -0"
O.G. EA. DIRECTION.
MAIN RUNNER
J
SUSPENDED STRUT DETAL
•
ANCHOR TO
STRUCTURE ABOVE
8 OA. VERTICAL
1•IAN6ER WIRE • 48" D.G.
1/2" EMT. COMP. STRUT
T16HT TO STRUTT. ABOVE_
COMPRESSION STRUT REQ'D.
• EACH SEISMIC RESTRAINT
I2'-0" O.G. EACH WAY.
3/4" EMT NOTCH OVER MAIN
RUNNER.
GROSS TIT
SCALE: I I/2 "= I'-0"
SCALE:
SCALE= I I/2 "• 1'-O"
I I /2" G.R. CHANNEL
AT 48" O.G.
ATTACH 5 -5 /b" METAL
JOISTS TO CXISTIN&
STRUCTURE ABOV!.
EXISTIN. 6LASS ANp
ALUMINUM STOR!PRON
5 /a" TYPE „ X" dYPIQM
BOARD WITH TAPPCD
JOINTS SANDED SMOOTH.
3 5/8" x 20 ga. METAL
STUDS • lb" W/ 5/8" TYPE
'X' GYP. BD
1/2" EMT. COMP. STRUT TI6HT TO
STRUGT. ABOVE. C0MPESSION
STRUT RCQ'D. AT EA. SEISMIC
RESTRAINT 12 0.C. CA. WAY.
NOT USED
STOREFRONT HEAD DETAIL
STRUT AT GYP. BD. �LRIG DETAL
3/4" EMT
ANCHOR TO STRUCTURE
ABOVE.
LEASE LINE
SCALE: I I /1 I ' -
8 6A. VERTICAL HAWSER
WIRES • 48" O.G. EA. WAY.
DASHED LINE I P4 I GATES
5/52" HOLE DRILLED FOR
DOLT AND LOCK NUT AFTER
GEIL1N6 IS LEVELED
(4) b 6A., 45° SPLAY WIRES
AT EVERY STRUT, 12
O.G. EACH WAY.
1/6" METAL HAT CHANNELS
AT 4" D.G.
PERPENDICULAR TO G.R.
CMAM�ELS.
HALF SIZE
SCALE: !" • 1
•
JAMB AT NEUTRAL PIER
II NOTE
VERIFY THAT THE SHOWN METHOD Cr
ATTACHMENT IS ACCEPTABLE WITH
THE ON -SITE COORDINATOR. IF NOT,
CONTACT ARCHITECT POR
ALTERNATE DETAIL.
EXIST. I RMI`INS PARTITION
WALL STANDARD W/
DlGO. MTL 0111AGKlTS.
111/0" TM1011 ' 4Y1'. OD.
OVER METAL SPUDS.
EXISTING •LASS AND
ALUMINUM STOREFRONT.
LEASE LINE
EXISTING NEUT1tAL PIER
2" X 5" X I" STEEL
CLIP ANGLE
ATTATGHEP WITH (4) *10
SCREWS.
9 5/8" X 206A.
D IA6IONAL BRAG IN6 •
4PS ATTACHED TO CLIP
ANGLE W/ (2) *10
SCREWS.
TYP. DIAGIONAL BRACING CONNECTION
1 VERTICAL STRUT, MAY BE
STEEL STUD, SLACK IRON, EMT
OR OTHER APPROVED EQUAL
6000 POR UP TO 4 1416H.
8 &A. WIRE SPLAYED IN FOUR
DIRECTIONS • 45 • 12
O.C. EA. WAY.
b 6A. VERTICAL WIRE HANOER
• 4 O.G. CA. WAY, TYP.
GE I L I N6 PANELS, TYP.
NOTES:
I. V!IRTIGAL, STRUT: A S RUT FASTENED TO THE MAIN RUNNER, SHALL BE EXTENDED I
PAST!'NC'D TO THE ST11tuGTURA4., !UP"POMRTINS THE ROOF OR •LO0R ABOVE.
'He STRUT SMALL 011 ADESIUATE TO RESIST THE VERTICAL. COMPRESSION INOUGCD dY
THE ORAGIN` AIRSS.
2. THESE HORIZONTAL RESTRAINT PFOI NTS SHALL Se PLACED 12 OR LBO* O.G . I N
SON DIRECTIONS WITH PPOINTS WITHIN 6'-0" FROM ANY' WALL.
l
SCALE: H /2 "
EXIST. ROOT DECK. VERIFY
LXAGT GOND I TI ONS IN THE
FIELD.
N.T.S.
TYPICAL CEILING SUSPENSION PYOTE111
SCALE. 1 •1/2 "a I'•O "
eb
PLAN
ATTACHMENT TO STRUCTURE ABOVE
4
3
l�.E1IATION
cXIST, l211MISINS PARTITION
i /i" rein 'x' ow. gyp.
OVER METAL STUDS.
WALL STANDARD A/
DECO. MTL BRACKET$. --- ---....... Ns\\
eXISTINS &LASS AND
ALUMINUM STOREFRONT.
LEASE LINE
EXISTING NEUTRAL PIER
JAMB AT NEUTRAL PIER
NOTE
V!R11 Y THAT THE SHOWN METHOD OP
ATTACHMENT IS ACCEPTABLE WITH
THE ON -SITE COORDINATOR. IF NOT,
CONTACT ARCHITECT FOR
ALTERNATE DETAIL.
' H - --
I
I I
44
4'-o.
H-
6 "
12' -0" MAX.
4' -0" MIN.
A"
FI FLOOR
SPEtED ca.INw BRACING
a" 52
AF SUSPENDED GEIL INS.
. "1)0 1 3
SCALE: I -I/2 I'-0"
/7 „....---EXIST. ROOF DECK, VCRIPY
EXACT CONDITIONS IN THE
FIELD.
EXIST. BAR JOIST OR
STRUCTURAL MEMBER.
VERIFY EXACT coNvITIONS
IN THE FIELD. VERIFY THAT
SPAG I N6 IS ADEQUATE FOR
THIS TYPE OP APPLICATION.
UNISTRUT BEAM CLAMP
TYPE 2164, TYPIGAL.
UNISTRUT TYPE P5000
CONT. 200A. STEEL
CHANNEL A/ 2 I/2" TOES
CONN. TO UNISTRUT WITH *10
SCREWS • 24" O.G.
5 5/8" X 2090. STEEL
STUDS • 24" D.G.
SCALE: 9 " * I " Q
COMPRESSION STRUTS
•17-0" D.G. EA. WAY
3/8" MIN. CLEAR
GROSS RUNNER
OR MAIN RUNNER
\\Ak'j MIN. D oSAU6E WIRE'S.
2-1 2C VA v
•
---0
NIMOVED
�CIT1► T1J�W��1
MAY - ^3
4
fq
*GALA. !" • I -0:
735
;oPYIIIG4T _MIIIKL
Those drawings and spocilications ore copyrighted and
subject to copyright protection es on 'orchhoctura, 'Orb •
under sec. 102 of the copyright act. 17 u.S.C. As
amended decombor 1910. The protection includes,
without limitation. the overall form, arrangement and
composition of spaces, and Woments of the desiyr
Under such protection, unauthorised use of these
drawings and spoclflcotlons may •*suit In cessation of
construction. building s*isurm, and /or monetary liability
DATE:
SCALE:
PI1oJECT No.:
• •
Z
0
16 1 6 —
1 i g'..
CI " I l'i s
I I 0 aii i ;;
AS 70 A6
$ WO" x 20 OAuelt DIAdONAJ.
BRACINS. • 46" O.G. • 45°
ALT'!RNAT! •IBIS
GONT. 111-S /8" x 2091. TOP TRACK
w/ (I) I IO 'MK $G*gW EA. STRAP
BRACINS. (VERIFY EXACT GOND
• 46" O.G.)
NO STOMAS! Hove coRPuooa
GOVT. 5 -5 /6" x 202a. TOP TRAG
*2'-0"
NO GYP BD. REQUIRED
V-0"
3-5/b X 209a. METAL STUDS
•24" O.G.
I HALLWAY
5/8" TYPE "X" ••P. BD. TAPE,
SAND, PREPARE FOR FINISH
PER ELEVATIONS.
GOVT. 20 A. BOTTOM
TRACK w/ 'HILT!' ON OR DS
SHOT PIN INTO SLAB AT 24"
O.G. (I .G.5.0. *256b)
BASE PER PLANS
EXISTING CONCRETE SLAB
STOP OYP.
WALL SECTION
HALLWAY / STOCK ROOM
20ga. 6" METAL TRACK BAGKIN6
AT EACH WALL STANDARD LOG. --
5/6" TYPE "X" 6Y0. BD.
WALL 5URRAGE.
SINGLE SLOT HEAVY DUTY
STANDARD W/ I" SLOTS AT
2" O.G. USE FLATHEAD
SELF TAPPING SCREWS.
ATTACH AT PROVIDED
HO LES.
2 " X 2" "L" ANGLE W MP -I FINISH
4 CLEAR GOAT. ('TYP. BOTH
Sloes)
METAL STUDS PER SHEET AI
METAL STUDS PER SHIFT Al
5/8" TYPE "X" 610. BD. OR
GMU WALL SURFACE.
(VERIFY)
I" X 4" PIKE TREATED HORIZONTAL
WOOD PURRING STRIP AT 12" O.G.
SGINIW TMIRL WT. BD TO EA. STUD USE
•ELF TAPPINS PLAT MEAD SGREAS. USE
TAPCONS IP ATTAGMINS TO A CIAO
SURFACE
MEANS" DUTY DOUBLE SLOTTED &APACE MTP.
AALL STANDARD A/ ORUSHIED ALUMINUM
FINISH. SCREW TO MARINO STRIPS JN/ SELF
TAPPINO PLAT NEAP SGARI,NIS.
STOCK
ROOM
1/2" = 1 1 -0 "
WALL STANDARD - SALES
WALL STD. -STOCK RM.
r
t♦
N.T.S.
N.T.S.
SW.
AI
EX I •TIN. METAL PAN DECK
VVRIPY EXACT CONDITION.
CONT. 54/b" x 209o. TO* TRACK w/
(I) I" • 10 TEK SGRIA EA. STRAP
DRAGINS. (VERIFY EXACT GOND •
40" O.G.) DO NOT PENETRATE ROOF
DECK OR INSULATION.
SUSPENDED ACOUSTICAL TILE
GC" ILIN6 IN SALES AREA
*2
SUSPENDED ACOUSTICAL TILE
GEILIN6 IN HALLWAY
5/8" TYPE "X" GYP. BD. TAPE,
SAND, PREPARE FOR FINISH
PER ELEVATIONS.
5 -5 /6" x 20ga. METAL STU175
.24" D.G. (ALIGN w/ STANDARD
PER ELEVATIONS. (SEE SHT. AI)
GONT. 20 6A. BOTTOM TRACK
w/ 'HILTI' DN OR DS SHOT PIN
INTO SLAB AT 24" O.G.
(I.C.B.O. x2586)
BASE PER PLANS
EXISTING CONCRETE SLAB
WALL SECTION
SALES / HALLWAY
I SALES AREA'
TIMELY METAL DOOR FRAME
AND JAMB
DOOR, SEE SCHEDULE
•TOP SYR.
ST f3YP.
'HALLWAY!
1/2" = 11-0"
5/b" TYPE "X" doffs. BD. BOTH
SIDES OVER 5 -5/8" METAL STUDS.
TYP DOOR JAMB / HEAD
DETAL
wry ROOM wAu
I" = 11,,,0"
4
GONT. b "x Ibga. TOP
TRACK
b" x Ibga. METAL STUDS
•Ib" O.G.
BASE PER PLANS. (BOTH
SOW
EXISTING CONCAVE SLAB
WALL SECTION
HALLWAY / TOLE, ROOM
PROVIDE CORNER BEAD
P=FORL' TAPE AND SPAe:ALE
1/2 = 11-0"
CONT. 18 A. BOTTOM TRACK
w/ 'MILTI' ON OR DS SHOT PIN
INTO SLAB AT 24" O.G.
•HT.
AI
EXISTINS METAL PAN DECK
VEIRIPY EXACT OW ITION ..........)
GONT. 10h5 /10" x 204a. TOP TRAGIC w/
(I) I" M IQ T!K ISCR Mr EA. STRAP
•RAGI NS. (VERI PY EXACT GOND •
46" O.G.) DO NOT PRNETRATE *OOP
PICK OR INSULATION. f
SUSPEND!!D ACOUSTICAL TILE
GEILINS IN STOOK ROOM
SUSPENDED ACOUSTICAL TILE
GEILINO IN SALES AREA
4 . 12'-0"
5 3/8" 'TYPE "X" OYP. BD. TAPE,
SAND, PREPARE FOR FINISH
PER ELEVATIONS.
I SALES AREA I
5 -5/8" x 20ga. METAL STUDS
• 24" 0.C. (AL I ON rv/ STANDARDS
PER ELEVATIONS. (SEE SMT. Al)
GONT. 20 6A. BOTTOM TRACK
w/ 'HILTI' DN OR D5 SHOT PIN
INTO SLAB AT 24" O.C.
(I .G.5.0. *2368)
BASE PER PLANS
EXISTING CONCRETE SLAB
WALL SECTION
SALES / STOCKROOM WALL
NOTE: ANY WOOD USED IN GONST'RUGTI ON
MUST BE NON- GOMBUSTABLC (PIRE TREATED).
1 -1/2" x I -1/2" x 20ga. METAL 'L'
AT 1206E OF PLATFORM PRL I METER
SCREW THROUGH TOP INTO PLYWOOD
USE ALL HOLES PROVIDED.
5/4" FIRE TREATED PLYWOOD
SGREW THRU TO STUD' W/ 2 -1/2"
LONG SELF TAPP I N6 COUNTERSUNK
SGREWS AT b" O.G. AT BOARD
SD6ES, i 12" O.G. FOR THE FIELD
5 /6" TYPE "X" 610. BD.
b" X Ibga. METAL STUD - HOISTS.
•Ib" D.G. VERIFY DIRECTION
5/b" TYPE "X" 6Y0. BD. TAPE,
SAND, PREPARE FOR PAINT
GONT. 3 -5 /b" x 1b90. TOP TRACK
NOTE
GEILINS JOISTS SHALL
•
ALIGN DIREGTLY OVER
WALL STUDS.
5 /b" TYPE "X" GYP. BD. TAPE,
SAND, PREPAR! POR FI NI SM
O'ER ELEVATIONS. USE W.P.
' RM' SYP. BD. IN TOILET M. --r-
PJ -5/8" x IOgp. METAL STUDS
•16" O.G. ---,.
U1! 0" x 1690. STW • PLKO MIALL
GONT. It► OA. BOTTOM TRACK
w/ 'HILT!' ON OR D• SOOT
PIN INTO SLAB AT 24" O.G.
(I.G.B.O. '2506)
p
STOCK
ROOM
SCALE: 1/2" • 1 -0"
ITOLETI
SAt! PM PLANS
lxIfTlw GoNGIlTe 111.A0
WALL SECTIONG
TOM NOON / wA,.oRM
1
1
1
1
STOP 6YP.
STOCK
ROOM
1 /2" • I'-O"
B AS! P!R PLANS
GO'NT. 20 SA. BOTTOM
TRACK w/ 'HILT!' ON OR DS
SHOT PIN INTO SLAB AT 24"
O.G. (1.G1.0. *2506)
E XISTINS CONCRETE SLAB
5 -5 /D" x 20ga. METAL STUDS
•24" O.G.
5 5/8" X 20 6AU6! OIA6ONAL
BRAGINb. • 446" O.G. • 45
ALTERNATE SIDES.
SUSPENDED ACOUSTICAL TILL'
GE ILI N6 IN STOCK ROOM-
5/6" TYPE "X" (WO. BD. TAPE,
SAND, PREPARE FOR PAINT FIN.
WALL SECTION
FURRING AT NEW DEMNQ WALL
1 /2" = 1 -0"
GONT. 5-5/8" x 209a. TOP TRACK
*PER PLAN
1 . ""Noom
4
STOCK
ROOM
IXISTIN4, METAL PAN DICK
VERIPr EXACT CONDITION
EXISTIN• I-MMR. DEMI•IW6 WALL
NOV-465.) S.G. TO PATCH AND
REPAIR AS RIKOUIRED. MAL ANY
NEW PENETIIATION• w/ AN AP-
PROVED MATERIAL.
GOVT. 5-5/6" x 20g0. TOP TRACK
SUSPENDED ACOUSTICAL TILE
CEILING IN SALES AREA
*2
5/8" TYPE "X" 6Y0. BD. TAPE,
SAND, PREPARE FOIR FINISH
PER ELEVATIONS.
5-5/8" x 20ga. METAL STUDS
•24" 0.C. (ALIGN w/ STANDARDS
O! ELEVATIONS. (SEE 5HT. AI)
GONT. 20 6A. BOTTOM TRACK
w/ 'HILTI' PN OR DS SHOT PIN
INTO SLAB AT 24" O.G.
(I.G.B.O. x2586)
BASE PER PLANS-
EXISTING CONCRETE SLAB
!SALM AREA]
WALL SECTION 4>
FURRING AT EXISTING D N° WALL I/ = 1
X11 /�1:.1b..M.oMMIdoIMSG: D�1A1MMY
ok
0 1 � "%1
MY OP A.114•11A
MA,' - S 3
Misr F•
as IO Sq-v 13'7
WALL SECTION �
VESTIBULE h - HOUR RATED 1/2" • I. -0
I
COPYKiIiT NOTICE;
Those drawings and specificotbns ors copyrighted ono
subJOCt to copyright pro$sction as on +orchNocture* were
undo, sec. 102 of the copyright Oct. 17 u.S.C. As
ori+Onded decombsr 111110. The protection includes.
wlfhout IlmKoflen, the Overall form. Or►angel•nt and
composition of spaces, and • smOnts of the Osman.
Under such protection unauthorised use of these
drawings and specifications may mei* In cossotior of
construction, building seizure, and /or monetory liability
DATE:
SCALE:
P O I D A E C T DWAIN IN:
735
410
OS -01 -OS :
ssmi"....”. A7
Aosoft
I OP .5
7
1
itt
a ��
4
NOT USED
NOT USED
PLO AT OUT TO TILE WI TH
INSTANT PATCH GONG.
UNDERLAYMENT PATCH
I /2 "- 1'
d
a
4
4
v
CONCRETE TOPPING S/S LOGO
NOT USED
�,.� ,,,,s,nw��.k ... «. «.....w.■.. err. .. «...- •,.........,.....••.....w + «.«.. ,..•••∎•• ,..w.
V
4
RECESSED S/S FLOOR
1.060 ELEMENT BY S.G.
CONCRETE TOPPING
EXIST' N6 CONCRETE
SCALE: -
N.T.S.
N.T.S.
N.T.S.
•
= 1
�'1 I
R'1 1
•
1 1
NOT USED
EXISTING CONCRETE
NOT USED
1
f
I Il
STOCK (ROOM GLOP. (041414S OGC.UR&
S!! REPILIGTtp GLi. PLAN PM
IXAGT i4 I•MIT.
I" X 4" PIR! TREATED MO*IZ.
PION TR*ATW WOOD
MOUNTINOP STRIPS AT 13" O.G.
(4) 9/4" PI*!' TR!'ATW, Ii"
DEEP PARTICLE 5D. SMlLVINOP =
ON H.D. STANDARDS 016" O.G. ti
4 ISRAGKETS.
6 H.D. STANDARDS
• Ii" O.G. MAX.
H.D. STEEL HANG ROD. (TYP)
• +34" A.P.P.
4" HIGH RUSSER BASE
TYP. ELEV. @ S.R. HANGRODS, SHELVING
V.C.T. TO CONCRETE TRANSITION
•
r
N.T.S.
SCALE: 3 "= I' -0 "
ALUM. TRANSITION
STRIP
V.G.T. PLOORIN6
(SEE SPECS.)
*GAL', -
N.T.S.
h
4... f..-2" MAX.
00" A.P.P.
O
SAFE BY OWNER. 6.G. TO
DOLT TO FLOOR.
STOCK AOOM GLOP. (1/44S*I OCCURS)
St! R!P'LIGTRO GLi. PLAN PO*
eXAGT MSI•MT.
I" X 4" FIRE MATED I' ORIZ.
FIRS TRIATW PIOOD
MOUN 'IN• STRIPS AT 12" O.G.
J -BOXES I OUTLET • +a0 POI
ST'ERSO iCN . S!E $MT. E I
(4) f /4" PIRO TIIIIATsP, Ii„
PEEP PARTIG1.E DD. SWELVINO
ON N.D. STANDARDS • 16" O.G. 4
4 ORAGKlTS.
i' M.D. STANDARDS • Ii"
O.G. 4
PLASTIC LAM. GLAD DESK
TOP 4 ENDS.
I "' " DIA. MOLE IN DISK
11 T OP W/ PLAS &ROM!T
I
PILE GAB. BY OWNER
TEL. 4 1 OUTLETS
(SEE ELEC. CVOS)
4" H10H RUM** BASE
TYP. ELEV. @ STOCKROOM DESK
CONCRETE TOPPING
NOT USED
•
5,
34" • PLC. PITT1N6 RM.)
0
12"
0
CLEAR SILICONE DEAD
9/16" MAPLE SEAT
DULLNOSE EDGE
2 X WOOD BRACES
Z' X 3" WOOD LEDGER
6 T I- . I AAL5 .
VERIFY CONDITION
FITTING ROOM SEAT DETAIL
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4
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SCALE: N.T.S.
/b" TERRAZZO STRIP
1 CLEAR FINISH
V.G.T. PLOORIN6
(SEE SPECS.)
EXISTIN6 CONCRETE
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M.T.S.
SCALE: !" I
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WALL +60" • •6" P OR
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44
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DOOM
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1
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('P'OR GORDS)
SCREW INTO WALL DAGKIN&
• 12" O.G.
&YP. DD. WALL
3/4" M.D.P. END PIOGL'S,
(BOTH amps).
SECTION AT STOCK RM. DESK
4"
1
4"
1
4"
VINYL TO V.C.T. TRANSITION
1
"MAXI 4 ITEMS IN
PITTING ROOM" 916N.
0 *IGK *5-21 I HEAVY
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1 PLATE •/ SUPPLIED
FASTENERS.
SCALE": 1/2" s: 1
L
L
c
M
SCALE: N.T.S.
1/6" TERRAZZO AN&LE •/
CLEAR FINISH
TILE FLOORING ( VERIFY
THICKNESS
CM O T�U►
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EX' STING CONCRETE AS t Li)
CONCRETE TOPPING TO TLE FLR'G.
SCALE: N.T.S.
t 3g
DOOR IN CLOSED POSITION
2" X 1/2" MARBLE 'TMRESHOLD PIECE
STRIP GENTERED UNDER DOOR
V.GT RLOORI140 IN STOCK ROOM
✓ CORRIDOR. ICE SPECS.)
�oRY �
A
MAY - 3 2003
EXISTINN GOMGRlTE
Mow. Site'
735
COPYRIGHT _MUM
Those drawings and *Pacification* ors copyrighted and
subject to copyright protection as on 'orchNkt„roi sort"
under sec. 102 of the copyright Oct. t 7 O.S.C. As
amended decomber 1990. The protection include*,
without limitation, the overall form. arrangement and
composition of spaces, and eismonts of the design.
Under such protection, unauthorised use of these
drawings and specifications may result in cessation of
conetructIon, building seizure. and /or monetary liability
al.
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. • ...... ,........•••••••••-••••••
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COORDINATE EXACT LOCATION WITH ARGOITECTS INTERIOR
ILEVATIONO.
9/4" 40NMNOATIN PAIN LINO DONN IN IINALL TO LAVATOIlltr
TAII.P1•41.
® 0"• TOILET' EXMAUOT UC1' U THROUOM IROOP TO GAP. LOCATE
GAP MIN. l0 AWAY PROM ANY OPRZI*1 AIR INTAKE*. PIMP
VERIPe.
® NEVI PULL. SIZE lbA 1 RA DUCTS DOAN THROWN.' EXIOTINO ROOF
01 PROM NIA *OOP MOUNTED MEAT PUMP.
24 MOM TIMECLOCK. COORDINATE EXACT LOCATION WITH
ARiG•ITECTS INTERIOR ELEVATION*. SEE PIIRINO 12IAORA161 ETAIL
ON SHEET to12.
Irwrir
SCALE: 1/4"
(1_1) NIPS ROOFTOP PAGIKAIRD MEAT PLP 4I• UNIT TO INPLACI EXISTING
ROOFTOP' Iii'ACKAOCO A 41T RIEV4IORK EXISTING EXIOTINO 1
AN OY10111 141111041 G4 AO cLI TO ACCOMMOCIATO NON UNIT
PIMP 1/1111,111Pr.
1
GOPYRMIL !CUM
These drawings and spocifkations are copyright.," and
subject to copyright protection es an earchltecturat soar under sec. 102 of the copyright oct, 17 u.S.C. As
arnonded december 11100. The protection includes,
without limitetIon. the overall form. arrangement one
composition of *swot. and • elements of the ississir
Under such protisction, unouthorlzod use of rtusb.
drawings and specifications may result In e01110 of
construction, building seituro, ond/or monetary liabilit
moimmoilli■•■■■■
DATE:
SCALE:
01110,411
NOWT No.:
735
1
$OW
1/4".1'4!"
S TAPP
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TRANE HVAC EQUIPMENT PACKAGE
INGUJOIll ALL TRAM hINAG EINJIPMENT AND MATED Meilike01111111 wGM A/► GL IM
THERIMOSTATS, + *'m , I'VG.. AS IPIIIGIPINI ON THE PLANS AND SPECIPIGATIONS FOR
PAGIPIG lI1AIR.
POR GOMPLET! INFORMATION ON TN§ PACIFIC SAM AR IQ UITNONIT PACKAGE CONTACT THE
NATIONAL AGGOUNT EXECUTIVE AT TRANE NATIONAL ACCOUNTS:
PAIIIIGK MONSON/ "WM GALLASHAN
TRAM! NATIONAL ACCOUNTS
I1160 ROW-AND STREET
CITY OP INDUSTRY, CA 4 11146
PHONE: (b241) 43 -II16 DIRECT LINE
PHONE: (bib) 662-.161I TOLL FREE
PAX: 42b) 4 118 -24b4I
PA•1! : 426) 4 180 -58
EMAIL: riaagegailtinalitidate TGALL.AdMAN1•TRANR.GOM
ANY GMANbES OR VARIATIONS TO THE ORIISINAL EQUIPMENT PAGKA6E THAT WOULD AFFECT
T'1 HV EQUIPMENT PACKAGE SHOULD BE BROUGHT TO THE ATTENTION OP THE ACCOUNT
EXECUTE V! AT TRANE NATIONAL ACCOUNTS.
THE &MORAL OR INSTAL.LIN* CONTRACTOR •URCHASES THE EQUIPMENT PAGKAAE DIRECTLY
PROM THE TRANS COMPANY. TIC WAG CONTRACTOR WILL DE RESPONSIBLE 1•OR FIRST YEAR
LABOR WARRANTY, DELI VERY COORDINATION, IRlGCI VINE AND INSTALLATION AS pESCRIdlD
IN THE SPECIFICATIONS.
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10111111111PACININ
1111Thall111111111firlaCERIM
PABILwseeerMEs
MANE WARRANTIES ALL PARTS FOR A PERIOD OF ONE (I) YEAR PROM INITIAL STARTUP OR lb
MONTHS FROM DATE OF SHIPMENT, WMIGHEVMR OCCURS FIRST. CERTAIN EQUIPMENT HAVE
COMPONENTS THAT INCLUDE AND EXTENDED WARRANTY LON6ZR THAN ONE (I) YEAR. TRANE
PART'S WARRANTIES BELON6 TO THE EQUIPMENT OWNER.
24 HOUR MECHANICAL
TIME CLOCK "IN'IEIRMATIC"
MODEL TI09 DOUBLE
POLE SIN6LL THROW
TIME CLOCK
24 VOLT TRANSFORMER
H
120 VOLT AG TIMER POWER
SlNOL.E POLE SINGLE THRC7W
NORMALLY CLOSED RELAY.
(TYPICAL)
CONNECT TO HOT POWER TERMINALS
AT A/C UNIT AND MATINS/ AppL,INb
ONLY 'THERMOSTAT SUBBASE MIGN.
Of ALL UNITS. -\
H
H
i
r --- 1
!J1
I I AC UNIT
LJ
I
I I AG UNIT
I
1 1
L �J
r - - 1
!I
1 1 AC UNIT
1
L J
-1 SETBACK
I THERMOSTAT
1
HEATING ONLY SET -BACK
THERMOSTAT. HEATIN6
MODE SET TO 60°1m
2/G * lb
THERMOSTAT WIRE IN CONDUIT
('TYPICAL)
DOUBLE POLE SI N&L.! THROW
MAbNBTIC CONTACTOR.
N40TL:
ALL WIRING AND STARTERS Al R INGL.UPL'L7 IN THE ELECTRICAL DIVISION
OP THESE IFIGATIONS, BUT ALL CONTROLS, RELAYS, ETC., AIRS INCLUDED
UNDER THIS DIVISION. ROOM THERMOSTATS AND CONTROL SWITCHES SHALL
BE LOCATED AS SHOWN OR DIRECTED, AND ALL CONTROLS, RELAYS, STARTERS
ANID WIRINb SHALL GONPORM TO THE NEC. ALL CONTROLS SMALL DE FURNISHED
AND PROPERLY' IDENTIFIED, WITH INSTRUCTIONS FOR PROPER ELECTRICAL
CONNECTIONS. RESPONSIBILITY FOR PROPER CONNECTIONS AND OPERATION
I5 INCLUDED HEREIN.
HVAC TIMECLOCK WIRING DIAGRAM
COLD CLIMATE HEATING SETBACK
N.T.S.
MANUPAGTURER MOL7EL
TRANE
WIK046
TRAM
INDOOR 91•0011114 OIROS. GOO1.INS GAP
GPM
1600
1600
1600
' H . taw -
taleNI
Or I SO
0.9" I Ib.M
0.9" 1 95.4
TOT
11.2
11.2
S.2
ENT. AIR
POP •
50
50
50
MEP
b1
61
61
HEAT
NOW
91 .11
81.5
O.S.A
GPM
400
400
400
MARK
HP -1
MP -2
HP-S
NOTES:
I. SEIZE ALL UNITS ON SUMMA! AMBIENT T!MPlRATURl: err. WINTCIR: 21°P.
2. UNIT POWER: - VERIFY VOLTAbl/ PHASE WITH ELEGTRIGAL DIRAWINOS.
9. COO1J6 CAPACITY, MINIMUM MOAT CAPACITY AND GPM AIRS MINIMUM OUTPUT FREQMJIRED.
ALL UNITS SHALL HAVE NO LESS THAN alb% OP THEM CAPACITIES. GOOL.INS CAPACITY IS
(ROSS COIL CAPACITY REQUIRED (ARAN HEAT NOT DEDUCTED).
4. PROVIDE ROOF MOUNTINd CURD, FILTERS ANp PILTEIR RAGI( SIZED Al" 800 FPM VELOCITY.
S. PROVIDE WITH 100% ECONOMIZER WITH 100% POYeRED RELIEF AND ON/OPP THERMOSTAT WITH SETBACK.
b. CONNECT CIRCUITS *11 4 12 TO TIME CLOCK FOR SETBACK MODE. we WIRING PlAdIRAM THIS SHEET.
AREA SERVED
TOILET ROOM
TOILET ROOM
MANUFACTURED!
MR/DAN
'ROAN
MODEL.
664
564
GPM
DO
b0
C.S.P.
( "W.G
0.125
0.125
MOTOR
HP
PRAC.
PRAG.
V/IRH
120 /I
120/1
BAROMETRIC
DAMPER
YES
MARK
'L'F -I
EF -2
NEW ROOFTOP PACKAGED FEAT PUMP OMIT
NEW GRILLE, REGISTER, AND DIFFUSER SCHEDULE
PESCR I PT I ON MANUPAGTU
MODEL
GMILIN S DIFFUSER TITUS
PAS
GEILINb DIFFUSER TITUS
TOG
RETURN &RILLE TITUS
2311
(RETURN 6IRIL I TITUS
PAR
MATERI AL
STEEL
STEEL
STEEL
STEEL
MODULE
24 "x24"
24 "x24"
24 "x24"
24 "x24"
BACK PAN
SIZE
Ib "xlb"
25.5 "x29.5"
25.5"x253"
29.5"x295"
BORDER
TYPE
LAY -IN
LAY -IN
LAY -IN
LAY -IN
FRONT
BLADES
4-WAY
PERPORATED
PERFORATED
MARK
CD-I
op-2
R6 -I
R6-2
NEW EXHAUST FAN SCHEDULE
TAIL AROUND SNLJ66LY Z
WRAPS PRIOR TO INSTALLIN6
LINE STRAP
LAY-IN
GEILIN6
PLEXIeL! DUCT
MAX. 4'-O" LEN6TH
2"
ROUND S.A.
DUGTMVORK ABOVE CEILIN6.
SEE PLAN FOR DUCT SIZE.
IN WIDE x 20 6A. STRAP W/
TI6HT!NIN O SCREW
SECURE STRAP W/ SHEET
METAL SCREWS 9" O.G. MAX.
■
1_
PRIOR TO CONSTRUCTION/ SID THE CONTRACTOR
SHALL VIS :T THIS SITE AND FIELD VERIFY THE
EXISTIN6 LOCATIONS AND SIZES OF ANY LANDLORD
PIIOVID!!D, OR EXISTIN6, OUTSIDE AIR INTAKES
THROU6M ROOF, LANDLORD PROVIDED CHILLED/HOT WATER
PIPING MAINS, TOILET EXHAUST MAINS, OUTSIDE AIR DUCTWORK,
CONDENSATE LINE MAINS, ETC.
THE CONTRACTOR SMALL FIELD VERIFY ANY/ CONDITIONS
WHICH MAY GONPLIGT WITH THE D!!5I6N SHOWN ON
THESE PLANS. NOTIFY ARCHITECT IMMEDIATELY.
FSIOM'T'
(LW)
•25
$25
$25
DAMPen
O1''roseD
BLADE
OPPOSED
BLADE
NONE
NONE
24 "x24" " TITUS" MODEL * TI7G,
ROUND NECK (SEE SHEET MI
FOR NECK SIZE) BORDER TYPE
9- LAY -IN DIPFUSERR
DRIVE
DIRECT
DIRECT
N.T
SQUARE SUPPLY AIR DIFFUSER DETAIL
. ALL mow SMALL COMPLY WITH ALL APPLIGAsLI FEDERAL, STATE AND
LOCAL 40015, LAM, ACTS AND ALL AvinvA,ITIIb MAVINi JJRIWIGTIONI,
AND LANDLORD'S GIRITSIRIA.
2.
MECHANICAL GENERAL NOTES
TIC COMPLETED INSTALLATION SHALL O! IN ACCORDANCE WITH ALL APPLI-
OAK S INDUSTRY STANDARDS OP 0000 PRAGTIGI AND SAFETY; AND TM!
MANIUPACTURl*'S STRICTEST RECOMMENVATIONS PORI EQUIPMENT AND PAO-
DUCT APPLICATION AND INSTALLATION.
i. THE CONTRACTOR SHALL OBTAIN AND PAY POR ALL PERMITS, L.IGINSIS,
DOGUMUNI'$ AND SUIRVIGIS RELATED TO INSTALLATION OP THE WORK.
4. PRIOR TO S$UBMITTIN6 A PROPOSAL, THE CONTRACTOR SHALL VISIT THE
SITE AND T'HOROUHLY INSPECT ALL UXISTINb CONDITIONS TO INSURE THAT
TM WORK REPRESENTEZ7 ON THE DRAWN /MI AND IN WISE SP1GIPIGATI0N5
GAN OE INSTALLED Al INDICATED.
I. DUCTWORK SHALL 11 PABRIGATIED AND ERIGTED IN AGGOIRDANG!' WITH
ASHRAM AND L.ATUST *MAGNA ITANDA*DI. PROVIDE TURNING VANES IN
ALL ELBOWS; AND MAMJAL VOLUIe DAMPERS IN ALL BRANCHES SPLIT -
TER DAMPERS, AIR DSMALIZERS, EXTRACTORS, AND SIMILAR Device*
WHEREVER NECESSARY TO PROPURLY BALANCE "ME SYSTEM AND PRODUCE
A QUIET AND DRAPTL!SS OPERATION.
6. DUCTWORK SMALL BC 6AL.VANIZED SHEET METAL OP LOGIC I•ORMINO QUALITY WITH
2" THICK P I OER*LASO I NSULATI ON WITH POI L VAPOR BARRIER, ALL JOINTS AND
SCAMS SHALL B! SEALED IN A MANNER TO PROVIDE A COMPLETE
VAPORTIdtHT ENCLOSURE. 24 SAU6! UP TO 90 ", 22 SANE - 90" AND OVER.
A : STANL, AND SPIRAL ROUND GALVANIZED SHEET METAL DUCTWORK.
WITH 2" THICK FIDCR6LASS INSULATION WITH FOIL VAPOR BARRIER, ALL JOINTS
AND SEAMS SHALL BE S!AL!D IN A MANNER TO PROVIDE A COMPLETE VAPORTI6NT
ENCL0WRE. 24 6AUd! UP TO WO, 22 6AU6U -96" TO 50 ".
I'IROT 19 FT. OP DUCT FROM EQUIPMENT SHALL BE LINED I" HEAVY DENSITY
ACOUSTICAL INSULATION.
1. FLEXIBLE DUCTWORK SHALL BE TMCIRMAPLEX "M -KE" WITH ONE: INCH EXTER-
NAL INSULATION FINISHED WITH A VAPOR BARRIER, U.L. AND 6 10A LISTED,
SHALL 5! EQUIPPED WITH DAMPER-EXTRACTOR AT THE SHEl:TMIETAL DUCT
AND CIRCULAR DOLLAR AT THE DIPPJSL'*, MECHANIGALJ.Y SECURED.
b. •LEXIBLE DUCTWORK SHALL NOT EXCEED 4 PERT IN LENGTH; BENDS SHALL
NOT RESTRICT THE INSIDE GROSS - SECTIONAL AREA OP THE DUCT; AND
CONNECTION SHALL BE MAD! AS DIRECT AS POSSIBLE TO THE MAIN SUPPLY.
41. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES
PROVIDE ADEQUATE CLEARANCE POR ARGHITEGTUIIAL =slim, PROPER
OPERATION AND SERVICE OP EQUIPMENT.
10. PROVIDE A READY-TO-USE SYSTEM WITH ALL WORK 6UARANT!ED IN WRI-
THIN6 AGAINST DerT.GT1VE WORKMANSHIP AND MATERIALS FOR A PERIOD OF
ONE YEAR PROM TURN OVER TO OMER.
. CONDENSATE AND COOLER DRAINS: TYRE "M" HARD DRAWN COPPER FOR
LINES I" AND SMALLER„ "DWV" HARD PRAWN COPPER FOR I -1/4" AND
LAR6!*, GONPORMIN6 TO ASTM 5bb -12. retougroirr. COPPER PITTIN6S,
DIRAINA6E TYPE FOR LINES I -1/4" AND LA*6!*. SOLO R WITH 50/50 SOLDER.
12. DUGTYVORK SHALL D! "FACTORY MADE" GLASS I 6ALVANIZSD SHEET METAL
WITH IRON SUPPORTS SECURED TO OVERHEAD MEMBERS AT 5
DUCTWORK MATERIALS SHALL BE PER APPENDIX A, U.M.G. ; 11
19. PROVIDE AS PART OP THE MECHANICAL CONTRACT senvices or AN INDEPENDENT
AIR /WATER BALANCINb CONTRACTOR CERTIFIED BY THE ASSOCIATED AIR
BALANCE COUNCIL. SUBMIT 5 COPIES OF THE BALANCE REPORT TO A*GHITEGT /OWNER.
14. PROVIDE DUCT SMOKE DMT!GTOR5 IN SA DUCTS, TO OVER RIDE UNIT AND
PROVIDE SHUTDOWN YVHEN UPON DETECTION OF SMOKE.
HVAC NOTES
ALL WORK TO DE AS PER THE L.L. 5P!GS, ALL LOCAL CODES, RULES AND R!6ULATIONS.
ALL WORK TO BE AS PER ASH*A! AND SMACNA 6UIDELINRS.
2. ALL DUCT 51ZES SHOWN ARE CLEAR INSIDE. ALL DUCTS TO DE SHEET METAL DUCTS AS FER
ASHRAE AND SMACNA SUIDELINCS.
PROVIDE NECESSARY TURNING VANES, SPLITTEIR DAMPERS, VOLUME EXTRACTORS AND
OTHER FEATURES NEEDED POOR A SMOOTH AND CONTROLLED FLOW OP AIR.
4. LOCATIONS SHOWN OF HVAC !EQUIPMENT AND DUCTS ARE SCHEMATIC ONLY. VERIFY
STRUCTURAL DETAILS AND OTHER DETAILS THAT WILL AFFECT ROUTING AND PLACEMENT OP
THESE COMPONENTS. II' MORE SUPPORTS ARM MOPED FOR HVAC EQUIPMENT, COORDINATE
WITH THE ARCHITECT.
. PROVIDE 'moPZR DUCT TRANSFORMATIONS FOR ACTUAL HVAC UNITS INSTALLED. ROOP
PENETRATIONS, IP ANY, TO BE MADE AS PQR L.L. SPECS. VERIFY DETAILS WITH L.L..
PROVIDEE AND INSTALL THERMOSTATS AT LOCATIONS AS pIR!GTED BY THE ARCHITECT.
. COORDINATE ACTUAL LOCATIONS OP DIFFUSERS, RESISTERS AND 6RILLCb WITH CEILING
DETAILS AND OTHER FEATURES SUCH AS LI6ITINb FIXTURES ETC. THAT MAY AFFECT
PLACEMENT OF TIC HVAC SYSTEM COMPONENTS.
b. 6!NERAL CONTRACTOR SHALL SUPPLY ALL EQUIPMENT CONTROLS AND WIRING.
COORDINATE WITH MALL REPRESENTATIVE POR INTTRLOCKIN6 WITH MALL CONTROL
SYSTEM (AS REQUIRED).
•
•
•
•
•
•
DUCTWORK SYMBOLS
SINGLE P!lSCRIPTION
DOUBLE ADM.
=i3
7 l-I Jr • 46 DGb. TIC: USE AT BRANCH DUCTS ONLY
•
•
RECTANGULAR DUCT
ROUND DUCT
•
pUGT SPLIT 1f4/DAMPER: USE AT ELBOWS AND TEES:
f•ROPORTION DUCT AREAS DY GPM'S
7 !� • GUlV!'D Q,ppW •MIN. RADIUS R: I.B WIDTM
+ • 40 aes. Mow ►wh, SIMILE RADIUS TuoaNS vm+es
• 19..EXIOL! DUCT CONNECTION
,T
PO FIRE DAMPER
OD $ALANGIN6 DAMPER NW 0.13D. UNLESS
NOTED 0THE RING!)
NRNI TO PAWNS CONNECTION
• SPIN ■IN •LCX DUCT TAKE - OPP W/DAMPE'R
!A SUPPLY AIR
® 1X14 EXHAUST AIR
z RA RETURN AIR
1E1 RBL RELIEF' AIR
OSA OUTSIDE AIR
• � g T THERMOSTAT MVSIORMI000 iAQp
T THERMOSTAT X: UNIT OR ZONE NIMIMMIt
•
ExPIRES cs02,172
q
r' 0 -.
L .
OM SK! NOME:
These drawings and specifications are copy►Iphted one
subloct o copyright prolsctlon Os on "archltec /ural gore
under sec. 102 of the copyright act, 1 7 U.S.C. A.
amended dse.mb.r 1900. The protection ,nci
wlthout Ilm:tetlon. the ovMall form, orrongemem and
composition of space.. and elements of the oesipn
Under such protection. unauthorised use of these
drawings and specificotlons mey result in cessation of
construction. building seizurc and /or monolory Iiob�Iity.
s
V
+0
1 +-
SCALE:
OMNIN
x110 KT No.:
n
•
735
09- 0,-09
N.T.S.
STAPP'
tif
ti 1
W '40
T�
M2
A09046 13 of 1.1
.a
(
1 Ngill
' PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR
SHALL VISIT THIS SITE AND FIELD VERIFY THE
EXISTING LOCATIONS AND SIZES OF M.UMBIN6
LINES AND FLOW DIRECTION.
THE CONTRACTOR SMALL FIELD VERIFY ANY/ CONDITIONS
WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON
mese PLANS. NOTIFY ARCHITECT.
5/4"
1/2"
_ 1/2.
HOT II COLD WATER SCHEMATIC
wM,.+Mhwr.n..^�...+,..1 .. vw.i»- „�►.... -`... w+.+r•� T... ,+�. — 0. • .., ..wM.r •••
I"
SL'
PROVIDES ry
12X12 AGES
PANEL.. ('TITIGAL)
1 /
N.T.S.
MARK
NAG
LAV
EDP
..Mw+M.. W+w.. ••- •Wi...•..q • - .mrw•••..• •• ..
IP !SCR I PT I ON
HANDICAPPED
WATER CLOSET
LAVATORY
WALL HUN*
0. SPIN PLOW
FLOOR DRAIN
TRAP PRIMMER
INSTANTANEOUS
WATT! HCATE'R
CLCCTRIG DRINKING
FOUNTAIN
NOTE: I. PLUMBING CONTRACTOR SMALL VERIFY QUANTITY OF 1•LUMBINO FIXTURES REQUIRED FROM THE PLUMBINdr 1'L.ANS.
2. PLUMBING CONTRACTOR SMALL FURNISH AND INSTALL ALL 1'LUMDIN6 FIXTURES RES SHOWN ON THE rLUMBIN6 FLANS
N4TMe LISTED OR UNLISTED ON THE FIXTURE SCHEDULE.
r I XTURC !WOG I r I GATI ON.
MANUPAGTUIIRE'R
AND
MODEL NUM5e
"KOHLE"R" MI*NL.INE
LIT! PRESSURE
GLEAN *K-
"AMERICAN
STANDARD"
*O5 .0
LUCIAN
"J.*. SMITH"
*2OOS -A
"PPP INC."
*''RIME RITE
PR.400
"CH ONOMITC"
Mb-50L
"OASIS"
MPPDAM
(SINI6LE LEVEL)
PLUMBING FIXTURE SCHEDULE
rITTINO
PLASM
TANK
1.6OPP
"RELIANT"
$
IIINOLE LEVER
PAUGET
MAY EXTEND AS A WASTE OR VENT
WALL
PL.U66ED TEE NI/GLEANOUT
FLOOR LINE
I /b" G.I.BEND
.BALANCE OP PIPING SAME
AS CLEANOUT TO GRADE.
WALL CLEANOUT DETAIL orb
OM
5000 IA
HEATING,
CLEMENT
AGGES►SORI
REMARKS
VITAS CHINA, Ill" WON
ELON4ATED BOWL, PROVIDE
SOLID PLASTIC. SEAT WITH
OPEN PIRONT AND COVER
PROVIDE WITH
"MAMMON HANOI L.AV'
GUARD *102 P .-TRAP AND
WATER LINES INSULATION
PER HANDICAP. IRE@MTS.
AERATOR, GAST *RID
STRAINER, 1 -1/4" OD.
TAILPIECE, GHIR0N1U FINISH
ROUND TOP NL/
TRApi PRIMER CONNECTION
bb•F RISE FOR 0.5 GPM
SCE ELECTRICAL D'RA$IN$$ 5/4"
FOR VOLTAGE/PHASE
WALLGO'VC1R i SCREW.
PROVIDE $4 ACCESS
PANEL. AND SHUT -OFF
VALVE
FRONT •USM ''AP
ACTIVATION
I-YEAR WARRANTY
1, 2" VTR
2
WASTE AND VENT SCHEMATIC
r
GOLD
WATER
1 /2"
1/2"
9/b"
1/2"
I I XTURC GONNEGTI ONG
N.T.S.
NOT
WATER
NIP
1/2"
S /4"
wALi MOUNTED
LAVATORY (LAV)
WASH
4"
2
d
2 "
(WANTI T■
v!NT OF
rIx"ry gs
2
I-I/2"
I -1/2"
GMIGA6O 442 -LK ANGLE
STOP WITH LOCKSHIELD GAP.
2
2
2
2
2
TOTALS
II" I XTUR! UN Tyr
WATER F.U. WASTE 1
NAG.'
ti
I
2
So
TOTALEAGN TOTAL
10
S. THE CONTRACTOR SMALL OBTAIN AND PAY FOR ALL PERMITS,
4 I 2 LIGENISES, DOCUMENTS AND SERVICES RELAT!D TO INSTALLATION OP
THE WORD.
i
IS
WATER HEATER DETAIL
6 12
S S
-
5/4" CA FEED PROM
CEILING
f /r_ Ae o Vf
5. ALL WORK SHALL DE LOCATED TO AVOID GON PLIGT* WITH OTFiR
TRADES AND PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL
DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT.
6. SOIL AND VENT PIPE SHALL DE CAST IRON SERVICE MIGHT DOLL 4
1
21
ARTITION STOP (TYP,)
N.T.S.
I. ALL WORK SHALL COMPLY WITH ALL APPLICABLE P!DURAL, STATE AND
LOCAL CODES, LAMS, ACTS AND ALL AI1THORITIES NAVIN.
JURISDICTION.
2. TWO GOIMPLITRD INSTALLATION SHALL BE IN ACCORDANCE WITH ALL
LANDLORD'S IR UIR NTS; APPLICABLE INDUSTRY STANDARDS OP
0000 PRACTICE AND *AMY; Y; AND TN. MANUFACTURER'S STRICTIST
IREGOMN+RNDATIONS POR EI'RIJIPMENT AND PRODUGT APPLICATION AND
INSTALLATION.
4. PRIOR TO SUBMITTIN. A PROPOSAL, THE CONTRACTOR SMALL VISIT
THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO
INSURE THAT THE WOW IRLPRISIENTRD ON THE DRAWING* AND IN
THESE SP!CIPIGATIONS CAN BE INSTALLED AS INDICATED.
SPIGOT WITH SPLIT JOINTS.
1. COPPER PIPE SHALL BE USED FOR ALL WATER PIPING EXCEPT
SERVICE PROM METER TO BUILDING. TYPE "L" HARD DRAWN COPPER
SHALL BC USED FOR PIPE NOT SET UNDER CONCRETE. TYPE "K:
SOFT COPPER SHALL Be USED FOR PIPING UNDER CONCRETE.
FITTINGS SHALL BE NMROU6HT COPPER THI OUGNOUT.
S. INSULATE MOT WATER LINES WITH 1/2" THICK "ARMAPLEX" INSULATION.
II. SLOPE ALL SEER LINE'S AT 1/4" PER POET. UNLESS OTHERWISE NOTED.
Pee !" IPTI ON
SOIL WASTE LINE (iM)
VENT LINE (V)
GOLD WATER (CYO
MOT WATER (H.W.)
MOT MATER RETURN
6AS LINE
TEMPERED WATLI R
DRAIN LINE
BUILDING SEWER
FLOOR DRAIN (FD,)
FLOOR SINK (F.5.)
ROOF DRAIN MID)
OVER FLOW DRAIN
WALL CLEANOUT
POINT OP CONNECTION
SYMBOL
�4—
0 S.G.O.
0 F.G.D.
— , 61 ----
- - IC.W-
1
SYMBOL
•
•
- 6
TW
- D
CJ
a
—1 AGO
PLUMBING FLOOR PLAN
PLUMBING GENERAL NOTES
PLUMBING SYMBOL LIST
NOTE: ONLY THOSE SYMBOLS SHOWN ON THE DRAWING APPLY
I" GW SUPPLY LINE. GONNEGT TO
EXISTING MAIN GA SUPPLY LINE •
POWER RESTROOM LOCATION. FIELD
VEIRIPY EXACT POINT OF CONNECTION.
4" WASTE LINE. CONNECT TO EXISTING MAIN
4" WASTE LINE AT FORMER RESTROOM LOCATION.
FIELD VERIFY EXACT POINT OF CONNECTION.
1/4 "* I'-0"
PESGRIPTI ON
SHUT OFF VALVE (GAT!)
CHECK VALVE
UNION
LUBRICATED PLUG VALVE
HOSE SIBS (MS)
BRANCH 'RISE OFF MAIN
SURFACE CLEANOUT
FLOOD! CLEANOUT
GLOBE VALVE
BALL VALVE
'ROOF DRAIN LEADER
OVERFLOW DRAIN LEADER
CONDENSATE DRAIN LINE
INDUSTRIAL GOLD WATER
12)D3.0137 I ExPIRES aimodi
•
enraPillio
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2c `'3
Pilaw
Cegra
2
735
£opYRIGIt1 NOTICE;
These drawings end specifications on copyrignt.d and
su4Ct to copyright Protection is on "architectural son ,'
under see. 102 of IM copyright oct. 17 U.S.C. As
amended dscsmbsr 1900. The protection inciud.s.
without Iimitatlon, the overoii form, arrang.m.M and
composition of spaces, and eism.nts of the design
Under such protection, unauthorised use of th.s.
drooings and spoclflcations may result In csssotion at
cone$ructIon, building selsure. and /or mon.tory debility
SCALE:
OMAN IN:
MOW :
V
+ay
am.
l+a•
• •
OS -O'-O9 9f1:
I /4 "• I _0
STAPP
AOSO
P1
t of 1 0
i
• I
33
35
36
m
41
42
43
44
45
46
V a
0 CD C)
ELECTRICAL POWER PLAN
— .,,.,, ,,,,0,,.,.. .. ..... i. ,.......,.<.....,....eq....lr.� .._,....,.. y.,.......u....: woo.. - . ._ ..,.�.n...�.w ........ -,a,.. .,
J -BOX IN WALL NEXT TO #7 W/ 3/4' CONDUIT BETWEEN FOR STEREO VOLUME
CONTROL
DUPLEX OUTLET @ 88' A.F.F. FOR CD PLAYER. WIRE ON DEDICATED CIRCUIT
W/ BASS MODULE DUPLEX.
ROOF TOP UNITS (HP -1, 2 8. 3), 10.2 FLA, 480V, 3PH. PROVIDE WITH 30A, 3P, WP
FUSED DISC. SWITCH WITH FRS -RK FUSES SIZED PER MANUFACTURER'S
SPECIFICATIONS. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR.
LOW VOLTAGE BELL WIRE IN 1/2' EMT CONDUIT BETWEEN PUSH BUTTON AT
CASH /WRAP AREA AND ELECTRIC BUZZER AT STOCK ROOM DESK.
PUSH BUTTON ( +48') FOR BUZZER AT CASH /WRAP COUNTER.
TIMECLOCK FOR HVAC UNITS SET -BACK MODE. SEE PANEL FOR CIRCUIT ASSIGNMENT.
TIME CLOCK FOR STORE FRONT SIGN. WALL MOUNTED NEAR ELECTRICAL PANEL.
CEILING MOUNTED SMOKE DETECTOR. SEE FIRE ALARM RISER DIAGRAM,
MANUAL PULL STATION AND COMBINATION HORN /STROBE. SEE FIRE ALARM RISER
DIAGRAM.
COMBINATION HORN /STROBE. SEE FIRE ALARM RISER DIAGRAM.
FIRE ALARM CONTROL PANEL. SEE FIRE ALARM RISER DIAGRAM.
ra
2' x 4' x 3/4' PLYWOOD TELEPHONE TERMINAL BOARD (T.T.B.), PROVIDE 1' E.C. TO
TELCO POINT 3F CONNECTION.
DUPLEX OUTLET FOR TELEPHONE MOUNTING BOARD.
DUCT SMOKE DETECTOR MOUNTED AT SUPPLY AIR DUCT, INTERLOCK WITH HVAC UNITS
TO PROVIDE SYSTEM SHUTDOWN IF SMOKE IS DETECTED. SEE FIRE ALARM RISER
DIAGRAM.
ROOF RECEPT FOR HVAC UNIT SERVICING. LOCATE WITHIN 25' OF UNITS
18
vie
27 3/4' EMT W/ PULL STRING TO T.T,B. FOR TELEPHONE CO. USE.
KEYED POWER PLAN NOTES
SAWCUT OR CORE EXISTING SLAB AND RUN (1) 3/4' E.C. UNDER SLAB FROM
SENSORMATIC PAD LOCATION TO A STUB -OUT AT +13' -0' ON SIDE WALL NEAR (19)
19 DUPLEX OUTLET MOUNTED ABOVE SOFFIT FR SENSORMATIC SYSTEM POWER, VERIFY
EXACT LOCATION WITH SYSTEM INSTALLER
20 RUN ALL ELECTRICAL, PHONES, AND LOW VOLTAGE SYSTEMS IN 3/4' RIGID
CONDUITS TO BOTH SIDES OF CASH/ WRAP. RUN UNDER SLAB FOR STUB -UPS IN
CASH/ WRAP COUNTER (BOTH SIDES) VERIFY METHOD OF SLAB PENETRATION
(USUALLY CORING OR SAW CUTTING) COORDINATE WITH MALL AUTHORITIES PRIOR TO
COMMENCE THIS WORK. PATCH AND REPAIR SLAB AS REQUIRED. COMPLY WITH MALL
REGULATIONS. WHATEVER METHOD IS USED RUN EMT TO NEAREST ADJACENT WALL
OR COLUMN. (VERIFY).
LOW VOLTAGE BELL WIRE IN 1 /2' EMT CONDUIT BETWEEN PUSH BUTTON AT REAR
ENTRANCE DOOR AND ELECTRIC BUZZER ABOVE CASH /WRAP COUNTER.
22 PUSH BUTTON MOUNTED IN CASH/ WRAP COUNTER CONNECTED TO BUZZER NEAR STOC
ROOM DESK. VERIFY EXACT LOCATION W/ OWNER
23 J -BOX IN CASH/ WRAP FOR BUZZER POWER. (SEE ITEM NO. 24) VERIFY LOCATION
WITH PAC -SUN.
24 ELECTRIC BUZZER IN CASH/ WRAP. CONNECT TO PUSH BUTTON LOCATED VERIFY
LOCATION WITH PAC -SUN.
C -) ELECTRIC BUZZER MOUNTED TO WALL AT 6' BELOW CEILING ABOVE STOCKROOM
DESK. VERIFY EXACT LOCATION W/ OWNER.
26 J -BOX ON WALL AT 6' BELOW CEILING IN STOCK ROOM.
28 SWITCHED J -BOX FOR CASH / WRAP DISPLAY CASE LIGHTING. (ONE SWITCH FOR ALL
DISPLAY CASES). MOUNT AS LOW AS POSSIBLE.
29 PULL BOXES ABOVE CEILING FOR CONNECTIONS TO CASH / WRAP STUB -UPS
30 QUADPLEX RECEPTACLE AT STOCKROOM/ D.M. OFFICE DESK
31 3/4' E.M.T. STUB -UP AT EACH REGISTER WELL W/ PULL STRING, MOUNTED ABOVE
TRAP DOORS. (FOR FUTURE COMPUTER SYSTEM USE).
0 OUTLET IN CEILING FOR FUTURE SUSPENDED PAC -SUN CASH/ WRAP SIGN POWER. (US
WHITE OUTLET AND COVER PLATE).
m
m
NOTE: RUN 3/4' EMT
CONDUIT UNDER SLAB
TO BOTH SIDES OF
CASH/ WRAP. (SEE
NOTE #20).
I I I
• •
a
I I I
TEL./ DATA
BUZZER
J -BOX FOR STOREFRONT SIGN POWER VERIFY EXACT. LOC IN FIELD
DUPLEX CONVENIENCE OUTLET MOUNTED IN WALL AT +18' A.F.F. WHITE WITH WHITE
COVER PLATE.
3/4' E.M.T. CONDUIT STUB -UP 6' ABOVE SLAB FOR PHONE, DATA AND BUZZER WIRE
DUPLEX CONVENIENCE OUTLET MOUNTED IN CASH/ WRAP COUNTER. MOUNT AS LOW
AS POSSIBLE.
DEDICATED DUPLEX OUTLET, (HUBBELL OR EQUAL) WITH ISOLATED GROUND, MTD, IN
CASH/ WRAP COUNTER. MOUNT BOX AS LOW AS POSSIBLE
PHONE / COMPUTER JACK IN CASH/ WRAP COUNTER (RJ11). MOUNT BOX AS LOW AS
POSSIBLE.
J -BOX AT 88' A.F.F. FOR AUDIO SYSTEM W/ 1/2' EMT CONDUIT TO BOSE BASE UNIT
(SEE SHT. E2) W/ PULL STRING. VERIFY ALL STEREO CONDUIT LOCATIONS W/ BOSE
CORP.
DEDICATED DUPLEX OUTLET, (HUBBELL OR EQUAL) WITH ISOLATED GROUND MOUNTED
IN WALL AT +18' A.F.F. AT STOCK RO❑M DESK AND D.M. OFFICE.
DUPLEX CONVENIENCE OUTLET MOUNTED IN SOFFIT, WHITE W/ WHITE COVER PLATE.
G.F.I. CONVENIENCE OUTLET MOUNTED IN WALL AT + 48' AT TOILET ROOM,
J -BOX FOR COMPLETE CONNECTION OF INSTA -HOT WATER HEATER. COORDINATE
EXACT LOCATION WITH PLUMBING TRADE.
TELEPHONE JACK AT +18' A.F.F. FOR COMPUTER SYSTEM CONNECTION AT STOCK
ROOM DESK
STORE TELEPHONE JACK AT +18' A.F AT STOCK ROOM DESK.
EMT STUB -UP FOR ALL CASH/ WRAP SYSTEMS, (LE, OUTLETS, LIGHTING, PHONES,
AND LOW VOLTAGE SYSTEMS). EXTEND TO THE DEVICES AS REQUIRED GANG ALL
CONDUITS TOGETHER AND RUN TO THE DEVICES IN THE MOST INCONSPICUOUS
MANNER POSSIBLE
NEW PANEL 'H'. SEE ONE -LINE DIAGRAM.
NEW PANEL 'L'. SEE ONE -LINE DIAGRAM.
EXIST. RELOCATED 30 KVA TRANSFORMER MOUNTED ON TOILET ROOM PLATFORM.
SEE SINGLE LINE DIAGRAM.
I i i
I I I
(TYP.)
'L' -24,2
NOTE:
ALL WIRING IN CEILING SPACE TO
• BE IN EMT CONDUIT INCLUDING LOW
VOLTAGE WIRING.
SCALE: 1/4" _ I-O
VIM OF SPEAKERS ` AUDIO EQUIPMENT
TO BE BY THE 'BOSE CORP'. SEE BOSE DWGS.
FOR EXACT PLACEMENT.
'L'-=i2 VIA
CLOCK
P eritir ca
DATE:
DIVI M1 N:
MOW NW:
•11)
735
CQPIAGMLSOTICL
Those drawings and spocifkotions ars copyrighted and
subject to copyright protection as an 'archfect„roi •err -
under sec. 102 of the copyright act. 17 U.S.C. As
emended docember 1910. The protection includes.
without limitation. the overall form. arrangement and
composition of spaces. and elements of the design
Undo/ such protection. unauthorised use of these
drawings and specifications mar resuN in cessation of
construction. buliding leisure. and /or monetary Mobility
OS -01-M
I / =1' -0•
STAFF
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ELECTRICAL LIGHTING PLAN
NL
Y
(TYP.)
NOTE:
ALL SALES LIGHTING SHALL BE
CONTROLLED THRU THREE LIGHTING
CONTACTORS (C- 1,C- 2,C -3) THE TEN.
G.C. SHALL PROVIDE, INSTALL I WIRE
THESE CONTACTORS.
S.
N
0
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1.12
1.42
H2
H2
142
H2
142
1.42
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L- 23,25,27
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42 a FFit'42 Fe Ffrp
D' NI
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H2
1
NL
sus■
13
23
610 M
$42
NOTES
1. ALL WIRING IN CEILING SPACE ABOVE GRID SHALL BE
IN RIGID CONDUIT THIS INCLUDES LOW VOLTAGE AND
SPEAKER WIRING
2. SEE SHEET E3 FOR LIGHT FIXTURE
ADA NOTES
LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND
OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE
PARTS OF THE CONTROLS LOCATED NO HIGHER THAN 48'
AND NO LOWER THAN 15' ABOVE THE FLOOR. IF THE
REACH IS OVER AN OBSTRUCTION BETWEEN 20' AND 25'
IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44' FOR
FORWARD APPROACH OR 46' FOR SIDE APPROACH,
PROVIDED THE OBSTRUCTION IS NO MORE THAN 24' IN
DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25'
FROM THE WALL BENEATH A CONTROL.
w
•' M
'41
142 142
aiii
1
111■
L -3,5
TIMECLOCK
WALE: I /4" : I.-0"
KEYED NOTES
`:./ EXIT (TYPICAL) LIGHT WITH SELF - CONTAINED BATTERY
BACK -UP, CONNECT TO UNSWITCHED CIRCUIT.
c: EMERGENCY LIGHT WITH SELF - CONTAINED BATTERY
BACK -UP, CONNECT TO UNSWITCHED CIRCUIT.
•
•
•
L- 7,9,11 VIA
TIMECLOCK
NIGHTLIGHT (NL). CONNECT TO UNSWITCHED
CIRCUIT. (TYPICAL)
4 2 -GANG J -BOX IN CEILING. FOR RCA AND SPEAKER
WIRE JUNCTION PROVIDE 1/2' EMT CONDUIT WITH
PULL STRING TO EACH SPEAKER LOCATION (431)
VERIFY EXACT LOCATION WITH DRAWINGS AS
PROVIDED BY BOSE CORPORATION.
0 2 -GANG J -BOX IN CEILING W/ 1/2' EMT CONDUIT
W/ PULL STRING TO J -BOX AT BASS MODULE.
VERIFY EXACT LOCATION WITH DRAWINGS AS
PROVIDED BOSE CORP.
PROVIDE 4x4 JUNCTION BOX FOR FEED THRU
WIRING FOR FIXTURE TYPE 'A'.
'Dec) 5
care
2 0ti3
ftiter
I
SA
Op e
)9,4- t , 4 "
735
1�4PXfiJ fI. NOTICE;
These drawings and specifications ore copyrights and
subject to copyright protection as an • orchltocturei sorb`
under sec. 102 of the copyright Oct. 17 u.S.C. As
amended december 1090. The protection includes,
without limitation. the overall form. orrangemens and
composition of spaces. and elements of the design
Under such protection. unauthorised use of these
drawings and specifications may result in cessation of
construction. building seizure. and /or monetary liability
DATE:
SCALE:
MIMIC No.:
In
M
a
u
4•0
OS-01-09 SMEET:
1/4' 1'--O'
STAFF
4k
E2
e 00 ,0
Y
/00
0
ELECTRICAL SYMBOLS LIST
U..
■WE
F - -I FLUORESCENT STRIP LIGHT FIXTURE
1 °' -=a LIGHT TRACK
OA WALL MOUNTED LIGHT FIXTURE
�► EMERGENCY WALL LIGHTING UNIT WITH BATTERY
PACK
/0/
A.F.F.
A.D.A.
C.
E.C.
E.D.F.
F.B.O.
GFI
GFCI
GND
ISO
IG
NL
REC
S.E.S.
T.M.B.
T.T.C.
U.N,O.
U/C
WH
WP
XFMR
RECESSED FLOURESCENT LIGHT FIXTURE
2x4 RECESSED FLOURESCENT FIXTURE
q DUPLEX CONVENIENCE OUTLET It +18' A.F.F. U.N.O.
DUPLEX CONVENIENCE OUTLET, SPLIT WIRED, ! +18'
• A.F.F. U.N.O.
m
I.
DUPLEX CONVENIENCE OUTLET a +42' A.F.F. U.N.O.
FOURPLEX RECEPTACLE
FLOOR OUTLET
0 SPECIAL OUTLET, VERIFY NEMA CONFIGURATION WITH
EQUIPMENT
JQ JUNCTION BOX, IN ACCESSIBLE LOCATION
JUNCTION BOX IN ACCESSIBLE LOCATION WITH
FLEXIBLE CONDUIT CONNECTION TO LIGHTING
FIXTURE OR EQUIPMENT AS NOTED
Iv TELEPHONE OUTLET (WITH 3/4' C. STUBBED ABOVE
CEILING U.N.O.) e +18' A.F.F.
ea TELEPHONE OUTLET, FLOOR MOUNTED (STUB 3/4'
E.C. ABOVE ACCESSIBLE CEILING
O DATA OUTLET AT +18' OR AS NOTED. STUB 3/4' E.C.
INTO ACCESSIBLE CEILING SPACE.
INDICATES HOMERUN TO PANELBOARD OR AS NOTED.
HASH MARKS INDICATE NUMBER OF CONDUCTORS.
NO HASH MARKS INDICATES 2 #12 AWG, 1 #12 BOND,
1/2' CONDUIT
t
C/B
EF
INDICATES CIRCUIT IN CONDUIT CONCEALED IN OR
UNDER FLOOR CONSTRUCTION OR BELOW GRADE
INDICATES CIRCUIT IN CONDUIT CONCEALED IN WALL
OR CEILING SPACE
PANELBOARD
DISCONNECT SWITCH - SIZE AND FUSES PER
MANUFACTURER'S RECOMMENDATIONS (WEATHER-
PROOF WHERE OUTSIDE).
THERMOSTAT OUTLET, +48' A.F.F. WITH 4S BOX AND
PLASTER RING.
MOTOR - SIZE AS INDICATED IN DRAWINGS
SINGLE POLE SWITCH
H.P. RATED MANUAL MOTOR STARTER WITH THERMAL
OVERLOAD PROTECTION. (WEATHERPROOF WHERE
OUTSIDE)
SMOKE DETECTOR (MATCH EXISTING)
DUCT SMOKE DETECTOR (MATCH EXISTING)
TIMECLOCK 'INTERMATIC, T7401B.
ABOVE FINISHED FLOOR
AMERICAN WITH DISABILITIES ACT
CONDUIT
CIRCUIT BREAKER
EMPTY CONDUIT WITH PULL CORD.
ELECTRICAL DRINKING FOUNTAIN (VERIFY ROUGH -IN
REQUIREMENTS)
EXHAUST FAN
FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL
CONTRACTOR
GROUND FAULT INTERRUPTER
GROUND FAULT CIRCUIT - INTERRUPTER
GROUND
ISOLATED
ISOLATED GROUND
NIGHT LIGHT
RECEPTACLE
SERVICE ENTRANCE SECTION
TELEPHONE MOUNTING BOARD. 4'Wx8'Hx3 /4'D
PLYWOOD WITH •6 CU. GROUND WIRE TO APPROVED
GROUND.
TELEPHONE TERMINAL CABINET. 30'Wx36'Hx6'D
16 GA. WEATHERPROOF E/W HINGED LOCKABLE
COVER 5/8' PLYWOOD BACKBOARD, PROVIDE
A #6 CU. GROUND WIRE TO APPROVED BUILDING
GROUND.
UNLESS NOTED OTHERWISE
UNDER COUNTER
WATER HEATER
WEATHERPROOF (RAINTIGHT)
TRANSFORMER
r
a
GENERAL ELECTRICAL NOTES
1. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE
EXISTING CONDITIONS UNDER WHICH HE IS TO PERFORM HIS WORK. NO
ALLOWANCE WILL BE MADE FOR FAILURE TO COMPLY.
2, ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE 1993 (OR
LATEST ADOPTED) NATIONAL ELECTRICAL CODE AND ALL APPLICABLE
FEDERAL, STATE AND LOCAL CODES AND ORDINANCES.
3. VERIFY EXACT LOCATION, MOUNTING HEIGHT AND ELECTRICAL REQUIREMENTS
OF ALL EQUIPMENT PROVIDED BY OTHERS (INCLUDING HVAC EQUIPMENT)
PRIOR TO ROUGH -IN AND PROVIDE ALL REQUIRED FUSIBLE SWITCHES,
TRANSFORMERS, STARTERS NECESSARY FOR PROPER OPERATION OF EQUIPMENT.
4. DUPLEX RECEPTACLES MOUNTED WITHIN 6 FT. OF SINK
5. ALL WIRING SHALL BE COPPER, THHN /THWN OR XHHW INSULATED IN CONDUIT.
MINIMUM CONDUIT SIZE TO BE 1/2'. PROVIDE INSULATED COPPER BOND WIRE
ON ALL
6. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF LIGHTING
FIXTURES. VERIFY CEILING TYPES AND PROVIDE NECESSARY MOUNTING
HARDWARE TO ACCOMMODATE LIGHT FIXTURES USED. PROVIDE SLOPE CEILING
ADAPTERS WHERE REQUIRED.
7. ADDITIONAL EXIT SIGNS AND EMERGENCY LIGHTING MAY BE REQUIRED.
ADDITIONAL FIXTURES SHALL BE LOCATED AS DIRECTED BY THE LOCAL
BUILDING
LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER
ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS OF THE CONTROLS
LOCATED NO HIGHER THAN 48' AND NO LOWER THAN 15' ABOVE THE FLOOR.
IF THE REACH IS OVER AN OBSTRUCTION BETWEEN 20' AND 25' IN DEPTH,
THE MAXIMUM HEIGHT IS REDUCED TO 44' FOR FORWARD APPROACH OR 46'
FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24' IN
DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25' FROM THE WALL
BENEATH A CONTRO' -..
120V, 1PH
KEYED NOTES:
O 2 #12 THWN CU, 1 #12 CU. GROUND, 1/2' EMT OR FLEX METALLIC
CONDUIT.
1) VERIFY THAT THE #12 CU. GROUND WIRE IS CONTINUOUS
AND IS BONDED TO THE PANELBOARD GROUND BUS.
2) MEASURE THE VOLTAGE FROM NEUTRAL WIRE TO GROUND
WIRE. VOLTAGE SHOULD BE ZERO VOLTS. ANY OTHER
READING INDICATES IMPROPER GROUNDING AND IS NOT
AN ACCEPTABLE INSTALLATION.
0 TRANSFORMER, ENCLOSURE AND METALLIC PARTS OF THE
SIGN TO BE GROUNDED PER N.E.C. 600 -7.
0 3 SECONDARY CONDUCTOR IN CONDUIT, BOND PER N.E.C. 60 -7.
120V, 1PH
i
1 P • I ON
ADA NOTES
ELECTRICAL DETALS
LEON TRANSFORMER
GROUNDING DETAIL
WmUIG DIAGRAM -
LIGFITIN((i CONTACTOR
(MECH. HELD)
KEYED NOTES:
O 20A. CONTACTS, SEE ONE -LINE DIAGRAM FOR NO. OF POLES
REQUIRED.
MECHANICALLY HELD LIGHTING CONTACTOR IN NEMA 1
ENCLOSURE.
O MOMENTARY CONTACT, SINGLE POLE, DOUBLE THROW,
CENTER OFF WALL SWITCH, LEVITON CAT. NO, 5657 OR
APPROVED EQUAL.
U.L. 2161 LISTED
NEON TRANSFORMER
LINE
LOAD
N.T.S.
tr
TC,
le
C2
C3
C2
C3
C2
C3
C2
C3 ..
C1 •
•
V
PAIIUOARD ScIDtLI
#12'S
.,
*1
# 12'S
— TRACK 16'
— TRACK 16'
TRACK 16'
TRACK 14'
— TRACK 16'
— TRACK 16'
— TRACK 16'
— TRACK 8' /SALES
Ne
SPACE
RECEPT. — SHOWINDOW
TOTAL LOAD PER PHASE
277/480 VOLT$
SUE
V — ROOF
USE FOR AREA SERVED
LIGHTS — SALES
— NL/EM/EXIT
SPARE
WATER HEATER
WATER HEATER
TOTAL LOA.D PER PHASE
- SHOWINDOW
• CONTINUOUS LOAD TAKEN AT 125%
• CIRCUIT BREAKER WITH LOCK -ON DEVICE.
TC THRU TIMECLOCK
C2 LIGHTING CONTACTOR 2
C3 LIGHTING CONTACTOR 3
2
2 1
• CONTINUOUS LOAD TAKEN AT 125%
• CIRCUIT BREAKER WITH LOCK -ON DEVICE
O LARGEST MOTOR TAKEN AT 125% PER N.E.C.
❑ CIRCUIT BREAKER WITH LOCKABLE DEVICE.
Cl LIGHTING CONTACTOR
NNW VA + (4I•'[i •
PANEL SCHEDULES
•
:
X
4
{
28
11
ievaos VOLTS I ..._ mow j 4 woo soup NEUTRAL SURFACE I411ClU '1 a 10 III
QA MCB * , BOLT TYPE.
U Al - AIWA �` C: C L + > j
ai
( Iwit) �. _.. U ANIO 'OR AREA � : nel; LIGHTS — STOCKRM/TOILET
— STOREFRONT 2y:
f I .
�! 1 CASH REGISTER *12'S
>t _ ,,,, i28 I ,,,,, 1 li8 • I CASH WRAP /BUZZER
RECEPTS - STEREO SYSTEM
- SHOW WINDOW f... — SALES
: 88 • n L ..
3 i
PACSUN SIGN
l Y.. SIGN
_ ............._.... , _.,.... _ n RECEPTS - STOCKRM/TOILET
'Iii
_ e 4 *
- STOCKRM DESK ....T r.. MNGR'S DESK
* .1'48 , _ - WINDOW
. ".a
300
9879
PANELBOARD SCHEDULE
3 PI BE 4 MAI NOON.- SURFACE
LOADS
NO A
22485
—188
180
500
9636 9956
ig38 n 1 4
3331
�
22367
79 AMPi
C
88
21687
SR
it8 42 „ DUCT SMOKE DETECTOR
. 14,000 ABC, ailtAlr
O•INTED 100A MCB SANS BOLT -ON TYPE
;.. :. USE -OR AREA SERVED
SO
2! 0 ....
(NEW)
tlrb
Pio -
MN J .:
LOAD CALCULATIONS
L,IQHTS AT 125% 218711 VA
SIGN AT 128% . 1000 VA
OUTLETS, 118C. POWER AT 100% 10000 VA
REMAINDER AT 50% . 720 VA
WATER HEATER AT 10011 . 0000 VA
IWAC
HP-1 AT 125% 999$ VA
HP-2 AT 100% 11475 VA
1P-3 AT 100% 8475 VA
DUCT SMOKE DETECTOR 000 VA
TOTAL LOAD 45049 VA
ANTI—THEFT SYSTEM E
DISPLAY CASE LIGHTING j
RECEPT - E.D.F.
- TMB
.,.._. _ :—REF
AC TIMECLOCK
FIRE ALARM CONROL PANEL
9956
30 KVA TRANSFORMER
(EXIST.)
HP -1
HP -2
(NEW)
HP -3
(NEW)
22485
10,000 rac. WILMER 11011104
9 As
83 AmPS
0
A
81
SIZE
*6'S
#12'S
C3
•n
•
•
•
AUDIO /VISUAL STATIONS
REFER TO PLANS FOR
QUANTITY.
MANUAL PULL STATIONS.
REFER TO PLANS FOR
QUANTITY.
3/4' C. TO TMB.
WITH AUTO DIALER
TO MONITORING
STATION AS REQ'D.
F.A.C.P
#6 CU. GROUND
DUCT DETECTORS.
S FLOW SWITCH - BY OTHERS.
S TAMPER SWITCH - BY OTHERS.
S DUCT SMOKE DETECTORS,
SEE PLANS FOR QUANTITY.
�►. 120V
LANDLORD'S
FAAP I FIRE ALARM
PANEL
FIRE ALARM RISER DIAGRAM
NTS
NOTES:
1. ELECTRICAL CONTRACTOR
SHALL CONFIRM COMPLETE
FIRE ALARM SYSTEM
REQUIREMENTS WITH FIRE
MARSHALL OR ANY LOCAL
AGENCIES HAVING
JURISDICTIONS. A COMPLETE
OPERATIONAL AND APPROVED
FIRE ALARM SYSTEM FOR
THIS PROJECT IS DEEMED
PART OF THE ELEC.
CONTRACTOR'S CONTRACT.
THIS SYSTEM SHALL BE
COMPATIBLE WITH THE MALL
FIRE ALARM SYSTEM.
ALL CONNECTIONS, OR
2. MODIFICATIONS TO
LANDLORD'S FIRE ALARM
SYSTEM ARE TO BE
COMPLETED BY LANDLORD'S
AUTHORIZED CONTRACTOR.
CONTACT MALL MANAGEMENT
FOR DETAILS.
MAN( SYMBOL
A
Al
S
kte
C
•
D
V
E c17
o
H
■.r;■
I2
K
L
M
N
X
X1
Y
PIMP. low
PLAT
Ime
Wall. / otscl11PTION
_p. LAWS
LITHONIA IU3G-D22-340-BX55-335 - 120V. OR
277V RECESSED PARAMAX FLOURESCENT
FIXTURE W/ (1) E - 340 - 9 CELL LOUVER
A (2) 40TBX
H.E. WILLIAMS SU4- D22- 340- BXSS -33S SURFACE
MOUNTED PARAMAX FLOURESCENT FIXTURE WITH
9 CELL LOUVER - VERIFY 120 OR 277 V
A
(2) 40T BX
'STONCO' VWXL1IGC VAPORTITE WALL MTD.
FIXTURE (NO CAGE)
'JUNO' TESL. •IM4♦AL1 We LAMP HOU**
bM T - lSSOL TRACK MOUNT TRANSPOOMPIt
'JUNO' *T437 - TRACK FIXTURE
'JUNG' #T437 -BL FIXTURE W/ T46 BL CLAMP -ON
ON ADAPTER
(2) 'STONCO' 40L HEAVY DUTY FLOOD LAMP
HOLDER - NATURAL ALUMINUM. ON 2 -LAMP POD
(I) S VLVANIA
A DuI.UX 30P
COMP. '"L. FIX.
A
(1) 50W MR -16
/ NFL / 25T
A (1) 60 PAR 38
HIR /NSP /120V
A (1) 60 PAR 38
HIR /NSP /120V
A (2) 60 PAR 38
HIR /NSP /120V
'JUNO' #TC2- 25B -WH RECESSED DOWNLIGHT
FIXTURE
'.xJNO' MT5X -!!1. COMPACT FLUORESCENT 5IAX
FIXTURE 1^I/ ELECTRONIC BALLAST ON wT- 46-DL.
M4ONO!'OINT CANON'. PROVIDE P4/ *OLIO BLACK
L.OUWl* ACCESSORY.
A (1) 60 PAR 38
HIR FL 120V
A (2) 39W HIGH
LUMEN C.F.
120V HPF
'JUNO L COMPACT FLUORESCENT a AX
FIXTURE IN/ *BUD BLACK LOWER AND ELEC. BALLAST. W/ T-440 EL CLAMP ON ADAPTER
1 COMPACT FLUORESCENT
BIAX FIXTURE W/ SOLID BLACK. LOUWSR AND
ELEC. BALLAST.
A (2) 39W HIGH
LUMEN C.F. 120V
HPF
A (2) 39W HIGH
LUMEN C.F. 120V
HPF
ELP 240 BXWW- AK- EB -120V RECESSED FLUOR-
ESCENT WALL WASHER. IN 9 -1/8' x 48 -1/2'
R.O.
A (2) F40 HIGH
LUMEN COMPACT
FLUORESCENT
ELP 140 BXWW- AK- EB -120V RECESSED FLUOR-
ESCENT WALL WASHER. IN 9 -1/8' x 24 -1/2'
R.O.
A (1) F40 HIGH
LUMEN COMPACT
FLUORESCENT
'JUNO' LIGHT TRACK (BLACK) #T2BL, T4BL OR
T8BL SECTIONS PER PLAN, SUPPLY #T23BL,
T21BL STR. CONNS. AND LIVE ENDS AS REQ.
A
LITHONIA #C240 -120 V OR 120 -ES, 2 TUBE,
SURFACE MOUNTED FLOURESCENT FIXTURE.
A (I) P92 TO
I2OV.
EMERGI -LITE *ECLXN-4-G ILLUM. EXIT SIGN W/
SELF POWERED NI -CD BATTERY
A INCLUDED
I2O/ZTTV
EMERGI -LITE • LXN- 1- RC -C -U UNIVERSAL
MOUNT EDGE LIT ILLUMINATED EXIT SIGN
INSTALL AS PER PLAN.
A INCLUDED
1201211Y
EMERGI -LITE •ECX -2 (HD) 6 VOLT SURFACE A INCLUDED
MTD. EMERGENCY LIGHT WITH LC BATT. 120/277V
BACK -UP
I REs p o p memy co A FURNISHED BY PACIFIC SUNWEAR, INSTALLED BY TEN. G.C.
B FURNISHED AND INSTALLED BY TEN. G.C.
i
NOTE: IN ORDER TO INSURE PROMPT DELIVERY OF THE LIGHT FIXTURES, PACIFIC SUNWEAR
HAS PRE - ORDERED ALL FIXTURES SPECIFIED. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL
LABOR AND MATERIALS - EXCLUDING OWNER SUPPLIED UNITS - AND MUST MAKE ARRANGEMENTS TO
RECEIVE THE FIXTURE SHIPMENT AND INSPECT AND FILE ALL CLAIMS FOR DAMAGE AGAINST THE
COMMON CARRIER. DAMAGED FIXTURES, SHORTAGES OR WRONG VOLTAGE SHOULD BE PROMPTLY
REPORTED TO PACIFIC SUNWEAR ATTN. KIM BENNETT, CONSTRUCTION MANAGER1 (714) 414 - 4038,
WITHIN 24 HRS. OF INSPECTION OF SHIPMENT. THEREAFTER, THE ELEC. CONTRACTOR IS
RESPONSIBLE TO REPLACE ANY MISSING PARTS AT HIS EXPENSE.
LANDLORD SPACE
TENANT SPACE
'H' -1,3
MOMENTARY LIGHTING -
CONTACTOR SWITCHES.
SEE SHEET E2 FOR
LOCATION. (TYP.)
MECHANICALLY HELD LIGHTING
CONTACTOR, (TYP. OF 4) 20A, 6P,
120V COIL IN NEMA 1 ENCL. SIZE
NO. OF POLES AS REQUIRED. REFER
TO WIRING DIAGRAM THIS SHEET.
LIGHT FIXTURE SCHEDULE
SINGLE LINE DIAGRAM
NEW 4 #1 CU. (XHHW),
1 #6 CU. GRD, 1 1 /2'C.
m
S$ �
LANDLORD'S SERVICE ENTRANCE SECTION
‘4 ,-
277/480V, 30, 4W
r
EXIST. METER
\ T 1 (FIELD VERIFY)
NEW
100A, 3P
•IM.. - r _ _
PANEL 'H'
(NEW)
NEW 4 *1 CU. (XHHW),
1 #6 CU. GRD, 1 1/2'C.
NEW 100A,
LPS -RK FUSES
NEW 100A
3P MCB 1D3tiy
NEW 50A
3P CB
iv Y EXIST.
r., TRANSFORMER 30 KVA
480V- 120/208V,
30, 4W.
PANEL 'L'
(NEW)
Or 'L'- 3,5,7,9,11,12
N '.■•4■ 'L'- 10,15,19,23,27
'.- 'L'- 13,17,21,25
NEW 3 #6 CU.
(XHHW), 1 #10 CU
GROUND, 1'C.
EXIST GRD. TO
BLDG. STEEL
NEW 100A
3P MCB
—NEW 7 DAY DIAL TIME SWITCH, 4 -POLE
SINGLE THROW. INTERMATIC, CAT.
*T74013. 40A, 4PST, NEMA 1 ENCL.
. THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID.
ib
,„,gs
ge
Cosa
g go a
a
COPYRIGHT NOTICE;
Thos41 drewirtgs and specifications ore copyrighted and
subJsct to copyr$gM pr0MeNOn es on "erchItecturol won"
undor sec. 102 of the copyright oct. 17 u.S.C. As
amended dwcsmbsr 1190. The protection inciudss,
without Ilm $i/ien. the overall form. orrongornent and
composition of woos, and elements of the design.
Undo• such protachow. unauthorized use of those
drawings and spoelfioatiens mey rosus In cossot+on of
construction. building *More. and /or monNory �iobiIity.
v, iess
DATE:
.
SCMf:
DRAM r11:
MIOIEC'T No.:
735
• •
NONE
STAFF
E3
AO.O 19 Of 1
a
r
i
r
DOUBLE RIVET BEAM
SINGLE RIVET BEAM
LOW PROFILE DOUBLE RIVET BEAM
GENERAL CONFIGURATION
FASTEN TO UPRIGHT
W/ #12 X 3/8" TEK
SCREWS OR EQUAL
RELIEF HOLE FOR
DRB RIVET HEAD
ANGLE POST
DOUBLE FOOT PLATE
FRONT VIEW
\ l` .290"
KEY SLOT DETAIL
1 REQ'D PER BASE PLATE
KEY SLOT DETAIL
5/16 "O
RELIEF HOLE FOR
DRB RIVET HEAD
ANCHOR ]LIGHT DUTY STORAGE FIXTURE ELEVATIONS
2A SINGLE FOOT PLATE
FRONT VIEW
TOP VIEW
� 1 11/16"
STATIONARY UNITS
NOTES:
REV. DATE BY
FRONT VIEW SIDE VIEW
DESCRIPTION
REVISED LOADING
LIGHT DUTY STORAGE FIXTURE DETAILS
1. STORAGE RACK DESIGNED PER CHAPTER 22, DIVISION X OF
THE 1997 UBC, SEISMIC ZONE 4, Na = 1.
2. STORAGE CAPACITY: 115# PER LEVEL
3. ASTM A570 FOR SHAPE Fy = 36,000 PSI GRADE 36
4. ALL BOLTS A307 (UNLESS NOTED)
5. ANCHORS HILTI KW1K BOLT II OR APPROVED EQUAL ICB° #4627.
6. CONCRETE 4" THICK x 2,000 PSI
7. SOIL BEARING PRESSURE 1,000 PSF
8. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION
CALIFORNIA LAST REV. BY: D.J.0 DATE: 611 i 2
CONTRACTORS
LICENSE NO. x;74 APRV'D eY:$,AL E. FA "1 EE SCALE: N.T.S.
-'� SEIZMIC
SEIZMIC MATERIAL HANDUNG
ENGINEERING
101 Atlantic Sheet
EST. 1965 Pomona, CA 217011
Tel. (909) 9650909 • MO 969 -0961
DRAVVP
DATE: 2/2102
02 -0207A
1""1"."' 10110/1"POOP"IPNWPOPPAN
I.
3
•
aw (
i
*.Piewou'reimmwommi"miteraieswwwww. ler we mu wirivenmsai ovol Po mil It 41 1W 0 1
• sdo 3 --•- / 7
•
"'�11A11A+ +Mw`
END STOP
MOBILE TRACK
ANTI -TIP RAIL
ROLL PINS
-t-- 36" & a8" t 36"848"--t
POST OF SHELVING UNIT
(SHELVING UNIT NOT SHOWN)
SEE DRAWING NO. 02-0207A FOR DETAILS
FRONT VIEW
GENERAL CONFIGURATION
MOBIL CARRIAGE
SPLICE DETAIL
LIGHT DUTY STORAGE FIXTURE ELEVATIONS
ANTI -TIP ARM
MOVABLE UNITS
FRONT VIEW
USE EVERY 24" STAGGERED
2
MIN. EMBDMNT
4A ANTI -TIP TRACK ANCHOR
SIDE VIEW
ANITTIP • TRACK
ANTI -TIP TRACK ANCHOR
VIEW "A -A"
ANTI -TIP ARM
ANTI -TIP TRACK
ANTI -TIP ARM
MOBILE CARRIAGE
TRACK ANCHOR
1 5/8"
2 1M6'
REV. DATE
NOTES'
1. STORAGE RACK DESIGNED PER CHAPTER 22, DIVISION X OF
THE 1997 UBC, SEISMIC ZONE 4, Na =1
2. ASTM A570 FOR SHAPE Fy = 33,000 PSI GRADE 33
3. ALL BOLTS A307 (UNLESS NOTED)
4. ANCHORS HILTI KVVIK BOLT II OR APPROVED EQUAL IC80 #4627.
5. CONCRETE 4" THICK x 2,000 PSI
6. SOIL BEARING PRESSURE 1,000 PSF
7. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION
CALIFORNIA
CONTRACTORS
LICENSE NO. 085374
DESCRIPTION
REVISED REF. TO ANTI -TIP TRACK
DRAWN BY:
MOVABLE BASE DETAILS
A00"p° PACIFIC SUNWEAR
ZONE 4
DATE: 9/10/03
APRYD BY:SAL E. FATEMSCALE: N.T.S.
DRAWING NUMBER
02 -0Z076
r"S::*0 door 39