HomeMy WebLinkAboutPermit D16-0253 - EDGECONNEX - TENANT IMPROVEMENTEDGECONNEX
3425 S 116TH ST 133
Dl 6=0253
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
Parcel No: 1023049043
Address: 3425 S 116TH ST 133
Project Name: EDGECONNEX
Owner:
2015
Name:
EPROPERTY TAX INC DEPT 207
Address:
PO BOX 4900, SCOTTSDALE, TX, 85261
Contact Person:
2014
Name:
TRAVIS FORT
Address:
10400 RODGERS RD, HOUSTON, TX,
Uniform Plumbing Code Edition:
77070
Contractor:
2015
Name:
BURR COMPUTER ENVIRONMENTS
INC
Address:
10400 RODGERS ROAD, HOUSTON,
TX,77070
License No:
BURRCE1005PP
Lender:
Name:
EDGECONNEX
Permit Number: D16-0253
Issue Date: 9/13/2017
Permit Expires On: 3/12/2018
Phone: (713) 775-9349
Phone: (281) 374-8644
Expiration Date: 8/18/2019
Address: 2201 COOPERATIVE WAY - SUITE 200,
HERNDON, VA, 20171
DESCRIPTION OF WORK:
DEMOLITION OF EXISTING INTERIOR NON BEARING WALLS AND CONSTRUCTION OF NEW INTERIOR NON
BEARING WALLS FOR A TENANT IMPROVEMENT. ADDITION OF A RAISED FLOOR AND EQUIPMENTTO SUPPORT
SERVER ENVIRONMENT. ADDITION OF ROOF UNITS AND MECHANICAL YARD.
Project Valuation: $1,675,000.00 Fees Collected: $19,751.28
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: 11113 Occupancy per IBC: B
Electrical Service Provided by: TUKWILA Water District: TUKWILA
Sewer District: VALLEY VIEW
ICurrent Codes adopted by the City of Tukwila:
International Building Code Edition:
2015
National Electrical Code:
2014
International Residential Code Edition:
2015
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2015
WAC 296-4613:
2014
Uniform Plumbing Code Edition:
2015
WA State Energy Code:
2015
International Fuel Gas Code:
2015
Public Works Activities:
Ch an n e I i zation/Stri p i ng:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No
Permit Center Authorized Signature: �4 Date:
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development per o the c attached to this permit.
Signature: : I: Date:
PrintName: -m-bAok \
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
28: Installation of any flammable/combustible liquid fuel tanks, including generator belly tanks, will require a
separate tank permit from the Tukwila Fire Marshal's Office.
4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all
purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All
Purpose" (3A, 4013:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied.
Hangers or brackets shall be securely anchored to the mounting surface in accordance with the
manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40
pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-
held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that
its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the
bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC
906.9)
2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and
immediately available for use. These locations shall be along normal paths of travel, unless the fire code
official determines that the hazard posed indicates the need for placement away from normal paths of
travel. (IFC906.5)
3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached
that indicates the month and year that the inspection was performed and shall identify the company or
person performing the service. Every six years stored pressure extinguishers shall be emptied and
subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire
extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher
service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3)
6: Maintain fire extinguisher coverage throughout.
7: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge
or effort. (IFC 1008.1.8.3 subsection 2.2)
8: 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. (IFC Chapter 10)
9: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
10: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by
Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of
the wrist to operate. (IFC 1008.1.9.1)
11: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of
egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path
of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point
in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign,
whichever is less, from the nearest visible exit sign. (IFC 1011.1)
12: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high
with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have
letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing
between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in
section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to
their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible
when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign,
the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6)
13: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall
comply with the requirements of this section. Aisles or aisle access ways shall be provided from all
occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or
equipment. The required width of aisles shall be unobstructed. (IFC 1017.1)
14: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than
90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency
power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3)
15: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1
foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of
egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and
a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A
maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1)
19: Fire protection systems shall be maintained in accordance with the original installation standards for that
system. Required systems shall be extended, altered or augmented as necessary to maintain and continue
protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems
shall be done in accordance with applicable standards. (IFC 901.4)
17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
16: 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 Factory
Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire
Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence
without approved drawings. (City Ordinance No. 2436).
20: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of
N.F.P.A. 72 and City Ordinance #2437.
21: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets,
elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1)
22: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or
partitions may require relocating and/or adding automatic fire detectors.
23: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
29: 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 #2437) (IFC 901.2)
24: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
25: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code.
(NFPA 70)
26: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that
set forth in Table No. 803.9 of the International Building Code.
18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
30: 'BUILDING PERMIT CONDITIONS'
31: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
32: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
33: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17,
Table 1705.3.
34: The special inspection of bolts to be installed in concrete prior to and during placement of concrete.
35: When special inspection is required, either the owner or the registered design professional in responsible
charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to
the first building inspection. The special inspector shall furnish inspection reports to the Building Official in
a timely manner.
36: A final report documenting required special inspections and correction of any discrepancies noted in the
inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the
approved special inspection agency and shall be submitted to the Building Official prior to and as a
condition of final inspection approval.
37: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
38: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing.
39: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
40: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
41: Masonry construction shall be special inspected.
42: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage
over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic
events. The design and calculations for the anchorage or bracing shall be prepared by a registered
professional engineer licensed in the State of Washington. Periodic special inspection is required during
anchorage of storage racks 8 feet or greater in height.
43: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
44: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
45: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles
shall be ventilated in accordance with the applicable provisions of the International Mechanical Code.
46: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
47: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
48: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
49: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
50: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700
BUILDING FINAL"
0611
EMERGENCY LIGHTING
1400
FIRE FINAL
0409
FRAMING
4046
SI-EPDXY/EXP CONC
4022
SI -MASONRY
4028
SI-REINF STEEL -WELD
0406
SUSPENDED CEILING
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
bq://www.TukwilaWA.gov
Building Permit No.
Project No.
Date Application Accepted: q- I
Date Application Expires:
use
CONSTRUCTION PERMIT APPLICATION
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"
SITE LOCATION
King Co Assessor's Tax No.: 38-3899305
SiteAddress: 3425 S. 116th St., Tukwila, WA98168
Tenant Name: Edgeconnex
PROPERTY OWNER
Name: RREEF AMERICA REIT II CORP. MMM
Address: 3425 S. 1 16th St.
City: Tukwila State: WA Zip: 98168
CONTACT PERSON — person receiving all project
communication
Name: Travis Fort
Address: 10400 Rodgers Road
City: Houston State: TX Zip: 77070
Phone: (713) 775-9349 Fax:
Email: travis.fort@bcei.com
GENERAL CONTRACTOR INFORMATION
Company Name: TBD
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
Suite Number: 133 Floor: I
New Tenant: El ..... Yes JZ..No
ARCHITECT OF RECORD
Company Name: Gensler
Architect Name: Sidney Scarboro
Address: 1200 Sixth Avenue Suite 500
City: Seattle State: wA Zip: 98101
Phone: (206) 654-2100 Fax:
Email: sidney—scarboro@gensler.com
ENGINEER OF RECORD
Company Name: Burr Computer Environment, Inc.
Engineer Name: Richard Burr
Address: 10400 Rodgers Road
City: Houston State: Tx Zip: 77070
Phone: (281) 374-8644 Fax:
Email: richard.burr@bcei.com
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27,095)
Name: " f—�— r— 6 0
Address: 'Z'Zok
City: 4EP+�Dop State: Zip:
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-Vf- 20
BUILDING PERMIT INFORMATION — 206-431-3670 :J
Valuation of Project (contractor's bid price): $ 4+5-,@W 11 (0-6 16 Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
DEMOLITION OF EXISTING INTERIOR NON BEARING WALLS AND CONSTRUCTION OF NEW INTERIOR NON
BEARING WALLS FOR TENANT IMPROVEMENT. ADDITION OF RAISED FLOOR AND EQUIPMENT TO SUPPORT
SERVER ENVIRONMENT. ADDITION OF ROOF UNITS AND MECHANICAL YARD.
Will there be new rack storage? El ..... Yes J& No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
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 of 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? 1:1 ....... Yes ....... No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Z ....... Sprinklers Z ....... Automatic Fire Alarm El ....... None El ....... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? [_1 ....... Yes ....... No
If "yes, attach list ofmaterials and storage locations on a separate 8-112 " x I I "paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
El ....... On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
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Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
I" Floor
14,407
19,400
0
0
111B
B
2'd Floor
3'd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
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 of 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? 1:1 ....... Yes ....... No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Z ....... Sprinklers Z ....... Automatic Fire Alarm El ....... None El ....... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? [_1 ....... Yes ....... No
If "yes, attach list ofmaterials and storage locations on a separate 8-112 " x I I "paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
El ....... On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
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PUBLIC WORKS PERMT MORMATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
0 ... Tukwila El ... Water District #125 El Highline El .. Renton
r_1 ... Water Availability Provided
Sewer District
... Tukwila 0 ... Valley View El Renton Seattle
... Sewer Use Certificate n ... Sewer Availability Provided
Septic System:
F1 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with ADDlication (mark boxes which aDDI
El ... Civil Plans (Maximum Paper Size — 22" x 34"
M ... Technical Information Report (Storm Drainage) El Geotechnical Report El ... Traffic Impact Analysis
E]...Bond EI.Ansurance El .. Easement(s) E] Maintenance Agreement(s) [] ... Hold Harmless — (SAO)
El ... Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
El ... Right-of-way Use - Nonprofit for less than 72 hours El Right-of-way Use - Profit for less than 72 hours
El ... Right-of-way Use - No Disturbance El Right-of-way Use — Potential Disturbance
F] ... Construction/Excavation/Fill - Right-of-way n
Non Rigbt-of-way
El ... Total Cut cubic yards
M .. Work in Flood Zone
El ... Total Fill cubic yards
El Storm Drainage
... Sanitary Side Sewer
El Abandon Septic Tank
E] Grease Interceptor
... Cap or Remove Utilities
[I.. Curb Cut
El Channelization
El ... Frontage Improvements
El Pavement Cut
El Trench Excavation
... Traffic Control
El Looped Fire Line
El Utility Undergrounding
... Backflow Prevention - Fire Protection
Irrigation —
Domestic Water
F1 ... Permanent Water Meter Size...
WO #
F1 ... Temporary Water Meter Size..
WO #
M ... Water Only Meter Size ............
WO #
El ... Deduct Water Meter Size
F] ... Sewer Main Extension ............. Public
Private
F1 ... Water Main Extension ............. Public
El Private E]
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
M ... Water El ... Sewer El ... Sewage Treatment
Monthly Service Billin_jg�
Name: Day Telephone:
Mailing Address:
city State Zip
Water Meter Refund/Billing:
Name: Day Telephone:
Mailing Address:
City State zip
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riiim— IT APPLICATION NOTES —
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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
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 OWNERAR AUTHORIZED AGENT:
Signature:
Print
Date: 61 / r5l / ( (0
Day Telephone:( -7 ('�) ) -7 3`5 - 9
Mailing Address: (b'400 r-0a-:;F6J2!; �ZD- I , 7 �' -1lo-76
City State Zip
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Page 4 of 4
DESCRIPTIONS
PermitTRAK
ACCOUNT QUANTITY
PAID
$72.10
D16-0253 Address: 3425 S 116TH ST 133
Apn:1023049043
$72.10
Credit Card Fee
$2.10
Credit Card Fee
ROOO.369.908.00.00 0.00
$2.10
DEVELOPMENT
$70.00
ADDITIONAL PLAN REVIEW
TOTAL FEES PAID BY RECEIPT: R17330
ROOO.345.830.00.00 1.00
$70.00
$72.10
Date Paid: Thursday, April 04, 2019
Paid By: STEVEN GROSDIDIER
Pay Method: CREDIT CARD 09E9E6
Printed: Thursday, April 04, 2019 11:15 AM 1 of 1
SYSTEMS
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$2,032.94
D16-0253 Address: 3425 S 116TH ST 133
Apn:1023049043
$2,032.94
Credit Card Fee
$59.21
Credit Card Fee
ROOO.369.908.00.00
0.00
$59.21
DEVELOPMENT
$1,915.55
PERMIT FEE
ROOO.322.100.00.00
0.00
$1,159.17
PLAN CHECK FEE
ROOO.345.830.00.00
0.00
$756.38
TECHNOLOGY FEE
$58.18
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R16212
ROOO.322.900.04.00
0.00
$5818
$2,032.94
Date Paid: Friday, December 21, 2018
Paid By: JAMES NESS
Pay Method: CREDIT CARD 684717
Printed: Friday, December 21, 2018 11:59 AM 1 of 1 1 111SYSTEMS
DESCRIPTIONS
ACCOUNT QUANTITY
PAID
PermitTRAK
$12,201.04
D16-0253 Address: 3425 S 116TH ST 133
Apn:1023049043
$12,201.04
DEVELOPMENT
$11,620.25
PERMIT FEE
ROOO.322.100.00.00 0.00
$11,615.7.5
WASHINGTON STATE SURCHARGE
13640.237.114 0.00
$4.50
TECHNOLOGY FEE
$580.79
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R12308
ROOO.322.900.04.00 0.00
$580.79
$12,201.04
Date Paid: Wednesday, September 13, 2017
Paid By: BURR COMPUTER ENVIRONMENT INC
Pay Method: CHECK 10249
Printed: Wednesday, September 13, 2017 12:42 1 of 1 CRWSYSTEMS
PM
DESCRIPTIONS
PermitTRAK
ACCOUNT QUANTITY
PAID
$10,650.53
D16-0253 Address: 3425 S 116TH ST 133
Apn:1023049043
$7,550.24
DEVELOPMENT
$7,550.24
PLAN CHECK FEE
ROOO.345.830.00.00 T- 0.00
$7,550.24
EL16-0851 Address: 3425 S 116TH ST 133
Apn:1023049043
$2,435.86
ELECTRICAL
$2,435.86
PLAN CHECK FEE
ROOO.345.832.00.00 0.00
$2,435.86
M16-0146 Address: 3425 S 116TH ST 133
Apn:1023049043
$626.05
MECHANICAL
$626.05
PLAN CHECK FEE
ROOO.322.102.00.00 0.00
$626.05
PG16-0139 Address: 3425 S 116TH ST 133
Apn:1023049043
$ 38.38
PLUMBING
$38.38
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R9433
ROOO.322.103.00.00 0.00
$38.38
$10,650.53
Date Paid: Friday, September 16, 2016
Paid By: BURR COMPUTER ENVIRONMENTS
Pay Method: CHECK 10111
Printed: Friday, September 16, 2016 11:58 AM 1 of 1 97;?WSYSTEMS
CO TUKWILA ETRAKIT
6200 SOUTHCENTER BLVD
TUKWILA, WA 98188
206-433-1870
CITY OF TUKWILA
Date: 04/04/2019 11:14:30 AM
CREDIT CARD SALE
MASTERCARD
CARD NUMBER: **********1473
TRAN AMOUNT: $72.10
APPROVAL CD: 09E9E6
RECORD #: 000
CLERK ID: kandace
Thank you!
Customer Copy
Page 2 of 2
CO TUKWILA ETRAKIT
6200 SOUTHCENTER BLVD
TUKWILA, WA 98188
206-433-1870
CITY OF TUKWILA
Date: 12/21/2018 11:58:47 AM
CREDIT CARD SALE
VISA
CARD NUMBER: **********1618 K
TRAN AMOUNT: $2,032.94
APPROVAL CD: 684717
RECORD 4: 000
CLERK ID: Bill
Thank you!
Customer Copy
https:Hclassic.convergepay.comNirtualMerchantltransaction.do?dispatchMethod=printTr... 12/21/2018
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project'6
Type of Inspection:
Address:
--Z'V-5
Date Called:
Special Instructions:
Date Wanted:
P.M.
Requester:
Phone No:
[AApproved per applicable codes. 0 Corrections required prior to approval.
i` nspector: I Uate: 4 1
F-1 REINS PECTION IFEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
Type of Inspection:
Address:
ZY -5
Date Called:
Special Instructions: 1-;,3
Date Wanted: a.m.
R—equester:
Phone No:
REINSPECTIA FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Catl, to schedule reinspection.
INSPECTION RECORD
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INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
FlApproved per applicable codes. Morrections required prior to approval.
COMMENTS:
F-� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection.
A Z)jINSPECTION RECORD
Retain a copy with permit
--IS-SPEUWN NO, PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Proj'er,t:
Type of Inspection:
tt�ik- & N 0 a)('
Address:
Z-5 �sr
Date Called:
Special Instructions:
Date Wanted:
P -M -
Requester:
Phone No:
nApproved per applicable codes. 11 Corrections required prior to approval.
L -
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection.
Project:
INSPECTION RECORD
6 ZA2.wlv)�
A�A"
Retain a copy with permit
INSPECTION NO,
PERMIT NO.
CITY OF TUKWILA BUILDING
DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188
(206) 431-3670
Permit Inspection Request Line (206) 438-9350
Phone No:
Project:
Type of Ins ection:
6 ZA2.wlv)�
A�A"
Address: - -
314z's :5. JWV* 4-r,
Bate Called:
Special Instructions:
Date wanted: M.
p.m.
Requester:
Phone No:
11 Approved per applicable codes. 1-1 Corrections required prior to approval.
F-� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Catl, to schedute reinspection.
IN PECTION RECORD
4ZLI Retain a copy with permi . t 1 Ix C>?7
�-a
UNAgelON No. PERMIT NO.
CITY OFTUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
1,5�049F
4w�/
Type of Inspection:
Address:
3
15 All !6�7—
Date Called:
In=
Special Instructions: o4
--3
Date Wanted: cl—m-
1-7:6 p.m.
Requester:
.S/WL
1Phone No:
bWWA44-
- 7 VC
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
1. AAI
A
—pector:
Date: 12 Iq
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. CaR to schedule reinspection.
INSPECTION RECORD
Retain a copy with permi . tll)l� 0
INSPeEMN NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project*
Ef -
Nw
Type of Inspection:
T3�� i
Address:
Date Called:
Special Instructions:
Date Wanted:
p -
Requester:
rRh7o�ne.N:o. -
7,z -7 FB3
RApproved per applicable codes. 1-1 Corrections required prior to approval.
Iinspector: V --1f �'— I uate: I
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
II INSPECTION RECORD
,44�) Retain a copy with permitFIL
IN� �EON NO. PIRMIT O -P
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
eb44F 4wJ-/4r
Type of Inspection:
BLAM Ae
Address:
Date Called:
Special Instructions:
Date Wanted: (22E
12,-7-(cp, p.m.
Requester:
Phone No:
70 6
FlApproved per applicable codes. El Corrections required prior to approval.
(20-
nspector:
0—
[--I REINSIPECTIJON FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. CatL to schedule reinspection.
poopm
INSPECTION RECORD
A I ermit
Retain a copy with p
INSIPECTrDN NO, PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
Type of Inspection:
e
Address:
Date Called:
s:r
/-V
Special Instructions:
Date Wanted: a.m.
/-z (7—M.
Requester:
JIM
Phone No:
ZIP6, -7,Z--7 6-)03
RApproved per applicable codes. 1:1 Corrections required prior to approval.
-�5 A40+'s
spector:
F] REINSPECT1111IN FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd- Suite 100. Cail to schedule reinspection.
Q
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
Type of Inspection:
Address:
-TI(7,-5 6
Date Called: f
Special Instructions:
Date Wanted: a.m.
/ Z-/ 7- /9 M.
Requester*
Phone No:
MApproved per applicable codes. 1-1 Corrections required prior to approval.
�COMMENTS: —4
WA ff&-'� i -1 71.1 ff! 0; 1 �'-K �
T! F W -A W—�'
F� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION IRECORD
Retain a copy with permit 0 -go
NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project-
Type of Inspection:
AW 47AJAI LX -
Address:
—.< /xgvtol'
Date Called:
71*�A-3
Special Instructions:
Date Wanted:
12--- , W - p.m.
Requester:
Phone No:
RApproved per applicable codes. 11 Corrections required prior to approval.
moo
WArAR'
idmg
Inspector: Date: 4'-"'
F-1 REINSPEtTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Cat[ to schedule reinspection.
WMI
INSPECTION IRECORD
(11 �P Retain a copy with permit
1tPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project.
Rb&'I5'd*WA/W
Type of Inspection:
Address:
3112,:r 6 //1, -*r /-,
Date Called:
Special Instructions:
Date Wanted: <izm
p.m.
-4-Z13
.Z
Requester:
-4 / A4
Phone No:
-&4 ZA-7 -1-6336
L ---J paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection.
Aftn.: Building Official
Re: EdgeConneX Tukwila FINAL LETTER
3425 S 11 6th St Permit: D16-0253
Tukwila, WA
Project No. M8181392
This is to inform you that registered special inspections have been completed for this project as per
our reports, copies of which have been sent to you.
Special inspection was provided for:
• Reinforced CMU Masonry
• Structural Steel Erection
o Welding
To the best of our knowledge, all work inspected was either performed in accordance with, or
corrected to conform to, the city approved drawings, or engineer approved changes.
We trust that this provides you with the information that you require. Should you have any
questions, give us a call.
Sincerely,
Mayes Testing Engineers, lnc.
RECEIVED
CITY OF TUKWILA
MAY 0 2 2019
PERMIT CENTER
Segh 0A1W
MAYES TESTING ENGINEERS, INC.
20225CedarValey%ad
SL&- 110
L"moodWA%M
ph 425 742MM
A 1reffamn comPANY
W437461M
raommofte
10M9s.Ta=MWay
May 1, 2019
Suie E-2
Twmu,WA98"
phM-W3M
faxMW4=7
Parlawomm
City of Tukwila
MI WndDke
Building Department
sub 190
Pakrd,ORM11
6200 South Center Blvd
ph 5M.M.7515
Tukwila, WA 98188-8188
bx5MMIM
Aftn.: Building Official
Re: EdgeConneX Tukwila FINAL LETTER
3425 S 11 6th St Permit: D16-0253
Tukwila, WA
Project No. M8181392
This is to inform you that registered special inspections have been completed for this project as per
our reports, copies of which have been sent to you.
Special inspection was provided for:
• Reinforced CMU Masonry
• Structural Steel Erection
o Welding
To the best of our knowledge, all work inspected was either performed in accordance with, or
corrected to conform to, the city approved drawings, or engineer approved changes.
We trust that this provides you with the information that you require. Should you have any
questions, give us a call.
Sincerely,
Mayes Testing Engineers, lnc.
RECEIVED
CITY OF TUKWILA
MAY 0 2 2019
PERMIT CENTER
b
STRUCTURAL'
VLMK Project Number. 20160480
Burr Computer Environments, Inc.
10400 Rodgers Rd.
Houston, TX 77070
CALCULATIONS
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG 0 3 2017
QtY of Tukwila
13UIL I
Q -NQ DIVIS
t) t &4- C) OZV5.3
RECEIVED
CITY OF TUKWILA
SEP 15 2016
PERMIT CENTER
L UV
43843
T
L
Prepared By. Kelli Slaven, E LT.
VVLMK September 9, 2016
ENGINEERING +DESIGN
StrL1(tU..rtJ1 (6,; himiis: Rkwik I oto Cntlter - 2
Project. Tukwila Data Center - 2
Project Address: 3425 S I I 6th St - Bldg 6
Tukwila, WA 98618
TABLE OF CONTENTS
Design Outline and Criteria
Structural Calculations
Equipment Cut Sheets, As -Built Roof. Plans,
and HVAC Support Plan
M
Project Number., 20160480
Document.- Structural Calculations for
Building Permit
DC- 1 thru DC -2
C-1 thru C-22
R-1 thru R-1 I
DESCRIPTION OF PROJECT
The 'Tukwila Data Center - 2' project consists of installing mechanical units on the roof at an existing
building in Tukwila, Washington. These calculations include an analysis of the existing roof framing, as
well as mechanical unit equipment anchorage design.
***LIMITATIONS***
VLMK Engineering + Design was retained in a limited capacity for this project. The design is based upon
information provided by the client, who is solely responsible for the accuracy of the information. No
responsibility and/or liabil,ity is assumed by, nor is any to be assigned to, VLMK Engineering + Design
for items beyond that shown in this Structural Calculation Package.
G.`,�wd`D 6,�01 604811,�ah!000�0 1 '00480 V-do,IX
3933 relly Ave,,,,w. F'ortlu!M, (11� 97 2 ')'9 ted., 503. 727:,44 5S frx- 7A 8 92.63 itmvv.,JA.rom
Structwol (dkUlatm)s: Tubivilo Dow 2
CODES
2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code)
DESIGN LOADS
Live Loads
Roof Snow Load
Dead Loads
Wind
Flat Roof Snow Load, Pf 25 psf
Snow Drift As Required
Existing Roof
Roofing and Reroof
3.4
psf
Insulation
0.5
psf
Sheathing (1/2" plywood)
1.7
psf
Sub -purlins (max 2x4 at 24")
0.7
psf
4xl 4 RS DF # 1 Dense Purlins at 8ft O.C.
1.6
psf
GLB 6 3/4" x 27" at 24ft O.C.
1.7
psf
Mechanical and Electrical
1.1
psf
Suspended Ceiling
1.8
psf
Sprinklers (Assumed 2" dia at 8ft O.C.)
0.5 psf
Total Roof Load
13.0
psf
Additional Loads
Roof Mounted Mechanical Units As Noted
Basic Wind Speed (3 -second gust) 120 mph
Wind Importance Factor, Iw 1.0
Occupancy Category 11
Wind Exposure B
Seismic
Location Latitude 47.4982
Longitude -122.2900
Seismic Importance Factor, le 1.0
Occupancy Category 11
Mapped Spectral Response Accelerations Ss = 0.50
Si = 0.50
Site Class D
Spectral Response Coefficients Sd, =0.50
Sdl = 0.50
Seismic Design Category D
Component Anchorage Factors ap RP IP no
HVAC Equip 2.5 6.0 1.0 2.5
G�, Wd201 6,�01 604&,N','ulwlufim�q0 1 '00480 0(ba
3933 SW Kelly Av'enuc Pommrj, OR 97239 tel.- 503.222A,1153 bx: 503,2418�9263 to�,vov,vhk.,
DC - 2
I
VVLMK
. tli X-14
Tu ie-w,\\(�,
TDc- 7-
Pro)ect- 11VAC SL,p t
I I . ... .. ................. .. . .... J! M CVUL..
IAVA
Lzo, 1( viq
P-ial L-6 61
x
Oyp-
De V, &P-
rIOV a6COLI&tf-
ps�
lh�,
ps
tr�su(atolj
0
>�� s 7q"o,c.
0.-1
Iq pwtths
:�
-I -tylc� bl-ts
&AN"J., 27 C-,
PS4
A-oi.
psf
ve
`�,now (oM6
zou�o� v *-L tr
'Jak�--m - —?�y I t, n
boo,&-
uju 6-1-)Ps� 'I"I, U -; qQ PLIF
L ?-C-� PS F 1 9 f 1112 � 2-00 FL V
q + 17 ( ) \
-�e, _) ,
, ) , �j I u,
X �41 �1�
FUY(k�-15
x
Oyp-
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IA
(See C-9)
-, sq 0" untts
3933 SIN KePy Avenue Poo!and, OR 97239 tel: 503,222,4453 fa\: 503.248.9263 +,, �.,Nv. v I m k. c omr,
Y, Iq
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4
TABLE NO. 25-A-1 —ALLOWABLE UNIT STRESSES—STRUCTURAL LUMBER—(Continued)
Allowable Unit Stresses for Structural Lumber—VISUAL GRADING
(Normal loading. See also Section 2504)
n
z
0
a
M
ALLOWABLE UNIT STRESSES IN POUNDS PER SOUARE INCH
EXTREME FIBER IN
SENDING F,
Single.
I
Repetitive-
SIZE
Tension
Parallel
Horizontal
Compres.
sion per.
pendicular
Compres.
Mon
Parallel
MODULUS
OF
U.B.C. STDS
SPECIESAND
COMMERCIALGRADE
CLASSIFI-
CATION
member
Uses
member
Uses
toGrain
Shear
toGraln
toGrain
ELASTICITY
UNDER
WHICH
Fj
F,
F,� 21
F,
E 21
GRADED
DOUGLAS FIR — LARCH (Surfaced dry or surfaced green. Used at 19% max. m.c.)
DOUGLAS FIR — LARCH (North)
Dense Select Structural 2450 29M 1400
Select Structural 2100
95
730
1850
1,90(),000
2400 1200
Dense No. 1 2050 Z400 1200
95
95
625
730
1600
1,800,000
No. 1 2' to 41 1750 2050 1050
Dense No. 2 thick
95
625
1450
we
11900.000
1,800,000
1700 1950 1000
No. 2 2" to 4' 1450 850
95
95
730
625
Ilse
1,700,000
No. 3 wide 800 475
95
625
IODO
600
1,700,000
1,500,000
25-2
Appearance 1750 2050 1050
Stud
95
625
1500
1.800,000
25-3
goo — 925 475
95
625
600
1,500,000
and
Construction
Standard
2" to 4"
1050
12eo
625
95
625
1 Ise
1.500000
25-4
(See footnotes
Utility
thick
4' wide
600
275
675
325
350
175
95
95
625
925
1,500,000
2 through 9,
625
600
1,500,1000
11.13
Dense Select Structural
2100
2400
1400
95
730
1650
11900,000
15 and Y6)
Select Structural
Dense No. 1
1800
2050
1200
95
625
1400
1,800,WO
No. 1.
2" to 4"
1800
2050
1200
95
730
1450
1,900,000
Dense No. 2
thick
5" and
1500
1450
1750
1700
10DO
775
95
95
1625
1250
11800,000
No. 2
wider
we
1450
650
95
730
625
1250
1050
1,700.000
1,700.000
No. 3 and Stud
725
850
375
95
625
675
1,500,000
Appearance
1500
1750
1 1000 1
95
625
1500 1
1,800,000 1
n
z
0
a
M
StrongMe�
CONNECTORS
it UNLY BE"AND �_ —3
B/HB/HH BI B PURLIN HANGERS
Typical Saddle
Hanger Installation
0 Copyright 1993
S MPSON STRONG -TIE
11
34 COMPANY. INC.
HEI
B, HB, HHB '
GB and
HGB are
acceptable
for weld -on
applications.
this design has the matenal se6tio 6 where' it to
un resu Ing in maximum loads.'
MATERIAL, @,and HB —'l 2 gauge; HHBj GB
an H PB:77 7 gauge
FINISH: Band HB—' Galvanized; H'H
B, GB, HOB, all s4d�lie hanger's'and all welded
Sloped hangers— Simpso* n, gray paint
INSTALLATION: a, Use all specified fasteners. �ee Gqneral'Notes'and nai I iler table.,
',For the 3x and'4x B, HB, and HHB hangers'in the'table N2'0 -AN fasteners
ma I y be substituted forlh6 f6d,head6r nail
is'
This series may be used 6ir weld�on application I s. The minim u - rin't6quired
weld to the top fimges,is _14" x 2" fillet Weld to each side of each top flange
tab for 7 gauge, Dist6bute ' the weld equally on both too flanges. Welding
deletes the top and face nailing �6quireiments.
OPTIONS AVAILABLE; � Hot -dipped galvanized; specify HDG.
a For 2x widths, see PF, J 6, and LB models.
a For Nailer installations, see facing page.
a Other widths are ava'ilable;'specify,W dimension (theminimum W dimension
is 1 111WI. Other heights are available; specify H dimension.
a Saddle hangers are made to order; add ' "D" to model number (for example,
HHBD412), and specify S dimension. They may be,used for most conditions
except at end wall locations, and are preferred for 'nailer applications.
v Sloped option; see Hanger Options,
CODE NUMBERS: ICBO No. 1258. City of L.A. No. RR 24947.
MODEL JOIST OR
DIMENSIONS
FASTENERS'
ALLOWABLE LOADS2,3
NO.
PURLIN
SIZE
W
—129/,,
H
HEADER JOIST
I .
AVG
ULT,
UPLIFT"'
(133)
FLOOR
(100)
ROOF
(125)
B38 1
34-
7 -As
2
4-16d
12-1 OdX1 112
7400 1
290
2415
1 2415
B310
3x10
1 29/16
9%
_� _1
2
--i37/
4-16d
12-1 Ddxl 1/2
7400
290
B312
3x12
1 29/1 s
4-16d__
12-1 Ddxl 1/2
7400
290
2415
1 241
B314
3x14
is
13
3
4-16d
2-1 Odxl 1/2
7400
290
2415
1 2415
B316
3x16
0/,. 1
15
3
4-16d
2-1 Odxl 1/2
7400
290
2415
1 2415
B48
4x8
39/,s
71/8
2
4-16d
2-1 Od
7400
315
2415
B410
4x10
T_,,�
91/.
2
__ 4-1-6—d--[
—2-1 Od
7400
315
__�415
'415
241,5
B412
4x`12
1 3 9/1 r,
11
23/9
6-16d
2-1 Od
9667
1-5
3165
3165
HB412
4x12
I 39/is
11
3
10-N20AN
4-N20AN 13833
925
4330
4330
HHF34121
4x12
12�
1 3
11
3
4-N54A
2-N54A 112933
1
675
4140
4185
B414
4xjj�
! �39!, 6
13
23/a
6-16d
2-1 Od
9667
315
_ZZ
3165
HB414
.4X14
1 3"/f6
13
3
10-N20AN
4-N20AN
13833
925 —1
-5
4330
HHB4141,
4x14
39/16
13
3
6-N54A
4-N54A
15400
1345
5130
B416
4x16
39/1 r,
1
9667
11 S
3165
3165
HB416
HHB4161
dX16
4:
39/16
15
3
3
1 10-N20AN
1 6-N54A
4-N20AN 113833
4-N54A
15400
925
1345
. 4330
4330
5130
HHB68
6X8
51/, 1
71/,
1 2
1 4-N54A
2-N54A
1-2933
675,
_.5130
4140
4185
B610
6x1O
51/2
91/a
?!Ig�_ 10-16d
2-1 Od
14375
315
4000
4000
HHB6101
6X10
5/2 1
'/a
2
4-N54A
2-N54A
12933
675
4140
1 4185
8612 1
6xl2
— 51/2 1
11
2%
10-16d
2-1 Od
14375
315
4000
4000-
HHB6121
6>,12
5%
11
3
10-N54A
6-N54A
19100
2020
1'6230
6230
13614 1
6x14
5% 1
13
23/a
10-16d
2-1 Od
14375
315
1 4000
4000
HHB6141
6xli__L5/2j
13
3
1 10-N54A
6-N54A
19100
2020
6230
6230
B616 1
6X16
5%
15
23/e
10-16d
2-10d
14375
315
4000
4000
HHB6161
6X16,
5%
15
3
1 O-N54A
6-N54A
19100
2020
6230
6230
1 HHB8121
8x12
71/2
11
3
10 N54A
6-N54A
19100 1
2020
6230
6230
1111-11381141
8X14
7/2
13
3
1 O-N54A
6-N54A
191010 1
2020
6230
6230
IHHB8161
8X16
3
10-N54A
6-N54A
19100
2020
6230
6230
I
GLULAM SIZES
HHB2.6 21/a LAM 2%
13'/2 MIN
1 3
110-N20AN
4-N20AK 113830
855
4330
4330
HHB3
31/a LAM
1 314
9 MIN
1 3
1 1 O-N54A
6-N54A 119100
2020
6230
6230
GB3 3/s LAM
31/4
10'/2 MIN
31/2
14-N54A
6-N54A
26a33
2020
8350
8350
HHB5
5% LAM
-5/4.
9 MIN
.3
10-N54A
6-N54A
19100
2020,
6230
6230 JI
GB5
51/s LAM 51/4
12 MIN
3%
14-N54A
6-N54A
26833
2020
','ii350
8�50, 1
HG85
51/, LAM 1 5--/4
15 MIN'
4
14-N54A
6:-N54A
2020
J425
9800,
HHB7
63/4 LAM 67/s
N
3
31/2
1 O-N54A
14-N54A
.30300
6-N54A
.6-N54A
19100
261333
2020
2020
6230
8350
6230
8350
4
14-N54A
I 6-N54A 130300
1
2020
IMP 1;
00n�
1. N20AN and I I 1- /2 M1
N5�A fasteners G87 1 63/4 LAM I 67/a 12 MIN
are included I HGB7 63/4 LAM 1 61/8 1 MIN
with hanger.
2. HHB, 1381. and HGB allowable loads do no' a whenthe
hanger is installed over 2x or 3x nailers. To PP.',ntain allowable
downloads for this application, specify saddle -type connectors.
3. Loads may not be increased for short-term loading.
4. Uplift loads have been increased 33% for wind or earthquake loading
with no further increase allowed; reduce by 33% for normal loading criteria
such as in cantilever construction.
5. Uplift loads do not apply to weld -on applications.
C � 4
Pfoject Title: Tublila Data Center 2
Engineer: KRS Project ID: 201,60480
Project Descr:
?-CODEREF,ERENCEX�*�'�
1.017 : 1
W4
Section used for this span
culations. per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10
25714.25psi
fv: Actual
111.10 psi
Load Combination Set: ASCE 7-10
Fv: Allowable
10925 psi
4D+S4H
Material Properties
W__ . ......... .
+D+S-�H
12.613ft
Location of maximum on span
Analysis Method: Allowable stress Design
Fb - Tension
............ . ....
1.800.0 psi
_'800.0
............
E: Modulus of Elasticity
Load Combination ASCE 7-10
Fb - Compr
1 psi
Ebend- xx 1�0ksi
0 <360
Fc - Pril
1,450.0 psi
Eminbend - xx 620-Oksi
Wood Species Douglas Fir - Larch
Fc - Perp
730.0 psi
Wood Grade No.1
Fv
95.0 psi
Ft
Beam Bracing Beam is Fully Braced against lateral -torsional buckling
......... .. .
1,200.0 psi
Density 32210pcf
Uniform Load *. D = 0.0W, S = 0-20,
Point Load: D = 0A450 k Ca. 14-0 tt
Maximum Bending Stress Ratio
Section used for this span
fb,. Actual
FB: Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Maximum Deflection
Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
Load Combination Max Stress Rat
............................. --
Segment Length Span # M V
Length = 24.0 ft I
Load Combination
1311 1.017
4A 4
Span = Z4.0 ft
asuffim
Service loads entered. Load Factors will be applied for calculations,
1.311: 1 Maximum Shear Stress Ratio
1.017 : 1
W4
Section used for this span
4x14
25714.25psi
fv: Actual
111.10 psi
2,070.00psi
Fv: Allowable
10925 psi
4D+S4H
Load Combination
+D+S-�H
12.613ft
Location of maximum on span
22.M ft
SW#1
Span # where maximum occurs
Span # 1
2213.345 in Ratio =
0 <360
0.000 in Ratio =
0 <360
3524.7019 in Ratio =
0 <180
0,000 in Ratio =
0<180
C d C F.,v C i C r
1,000 1.00 1,00
1,15 lZo 1 �00 1.00
'�4
ka"'x"' 2 Defl��_Cocation -in Span
Moment Values
Cm C t CL M fb Fb
.................... - .....................
Sheaf Values
W Fv
1.00 1,00 1.00 OLO ODO Ho 0,00
I �00 1.00 1.00 23.16 2,714.25 2070.00 3,43 111�10 109.25
_[&ad��&nafion Max, '+' Defl Location in Span
................ _.- .... . . . .......
0000 0.000
Support notation Far left is 91 Values in KIPS
. .. . ................... . .... . _.- .............................................
Load Combination Support 1 Support 2
3.66 5 _. 3 . 34o . . . . .....
Overall MINimum 0,759 0.804
qiood:��
Description Existing 414 Rough
A
Load Combination
'� +H - — — -----
+D+L+H
+D+Lr+H
+D+S+H
+D+0.75OLr+0.750L+H
+D+0,750L+0J50S+H
+D+0,60W+H
+D+030E+H
+D+0,750Lr+0,750L+0.450W+H
+D+0.750L40J50S+0A50W�H
+0+0.750L40.75()S+0.5250E+H
+0.60D46OW460H
460M.70E4601-1
D Only
Lr Only
L Only
S Only
W Only
E Only
H Only
Project Tftle� Tukwila Data Center 2
Engineer, KRS
Project Descr
2A00 2.400
Values in KIPS
C-5
Project ID: 20160480
Pkwt 71SEP2iM6 IA5PM
ow
i Dense #1 Pudin
Support notation Far left is 1
. ............ ..
Support 1
..........
Support 2
........................ f ' giz--f."Nu
. ....... ...... . .....
1 265
1.340
1 265
1.340
3 665
3.740
11265
1,340
3.065
3.140
1.265
1340
1,265
1.340
1.265
1.340
3.065
3,140
3.065
3.140
0.759
0304
0,759
0.804
1265
1.340
2A00 2.400
Values in KIPS
C-5
Project ID: 20160480
Pkwt 71SEP2iM6 IA5PM
TDC - Z
VLMK Projem �\\) job rt: 20 Dotc: q Sh,,r #--C
41TPTL�— 0 fly lg�
Tov-w\,�
�-Okylh rc P, F—X%��byko� q-0 Puy((" witl-� C -Q1 -10A
q0 10 (6 L. r -
'ZOO F
sec v5. 1 1 d �, &
UYV-
(see C-1)
c- -�U PLM(" Atfacl,-I
?,-O(o PLF I— q2o"' /SC'revJ
k-YQ CVIOLIftnel ti) %'Ide 0� e X i StI m� $,
PL)Y�'I W\ w lyv� I wgsoyl N/L(" &o, -sc yews
OJ- �T' 0,c- -Z�tmcwyi�
CIO " *,"i
T -6r - 9-eac 'non oJ G L lbea tA ',
L�, -�-2- -) L6 00,poCE I Of eXj��bh
fu
rV
a�� L)a+e
buc4+ W4�) tq� I/i-i"Ala SDs scyews
3933 SWI Kelly Avenue PAM, OR 97239 tel: 503.222.4453 fox: 503.248.9263 VA-MVIMUOM
Steel Beam
Description : 4x14 Pudin With CLannel RemforcJnL
CODE REFERENCES
Calculations per AISC 360-10, IBC 2012, ASCE 7-10
Load Combination Set: ASCE 7-10
Material Properties
Analysis Method: Allowable Strength Design
Beam Bracing: Beam is Fully Braced against lateraHorsional buckling
Bending Axis: Major Axis Bending
WJYM 9(0 2)
V
Soan - 24.0 H
ClOX153
Project Title: TuWa Data Center 2 �-1
Engineer: KRS Proiect ID: 20160480
Project Descr:
Pin --d, 7 SEP 2016. t:45MA
F't�ewG:Acad2o,,6'201604W,C7A4YC-FFramrQ.ec6 110
ENERCALC,INC�1983-2D'6,Ekjild:6.16.721,Ver.6,i6.7.21 I
Fy : Steel Yield: 36.0 ksi
E: Modulus: 29,000.0 ksi
..... .............. .. - .
Applied Loads
Service loads entered. Load Factors will be applied for calculations.
Beam seff weight calculated and added to loading
Uniform Load: 0 = UK S = 020 k1ft, T*Jrdy wft 1.0 ft
Point Load: D = 0.4450 k 4 `14.0 ft
DESIGN SUMAU R Y
- ---
--Waximum
i
Bending Siess Ratio
Maximum Shea"r Sire�s ll�afio,
Section used for this span
C10x15.3
Section used for this span
C10x15.3
Ma: Applied
24.263 k -ft
Va: Applied
3.923 k
Mn / Omega: Allowable
28.663 k -ft
Vn/Omega: Allowable
31.042 k
Load Combination
+D+S+H
Load Combination
+D+S+H
Location of maximum on span
12.617ft
Localion of maximum on span
24.000 ft
Span #where maximum occurs
Soan W, I
Span # where maximum occurs
Span # I
Maximum Deflection
Max Downward Transient Deflection
0.768 in Ratio =
374 >=180.
Max Upward Transient Deflection
0,000 in Ratio =
0 <180.0
Max Downward Total Deflection
1 .283 in Ratio =
225 >=180
Max Upward Total Deflection
0.000 in Ratio =
0 <180
-- -------------
Maximum Forces & Stresses for
Load Combinations
---------- -
Load ComUnation Max Stress Ratios
Summary of Moment Values
Summary of Shear Values
Segment Length Span M
V Mmax + Mmax -
Ma Max Mnx MnxiOmega Cb
Rm Va Max Vnx Vnx/Omega
Dsgn. L = 24.00 It 1 0,849
0.126 24.26
24.26 47.70 28.56 1.00 1.00 3,92 51.84 31.04
Overall Maximum Deflections
Load Combination Span
Max. *2 DO Location in Span
Load Combination
Max.'+* Defl Location in Span
+D+S+H 1
1.2826 12.069
-------6-00-00�0.000
Vertical Reactions
Support notation: Far left is #1
Values in KIPS
Load Combination support 1
Suppo
3.923
Overall MINimum 0.869
0.414
+D+H 1 A49
1.523
+D+L+H 1 A49
1.523
+D+Lr+H 1 A49
1.523
+D+S+H 3.849
3.923
+D+0.75OLr+0.750L+H 1.449
1.523
+D+0.750L+0.750S+H 3.249
3.323
+D+0.60W+H 1.449
1.523
+D+0.70E+H 1.449
1.523
+D+0.75OLr+0.750L+0.450W+H 1.449
1.523
+I)+0.750L+0.750S+0-460W+H 3,249
3.323
+D+0.750L+0.750S+0.5250E+H 3.249
3.323
+0.60D-0.60W+0.60H 0.1369
O�914
Project Title: Tukwila Data Center 2
Engineer: KRS
Project Descr.
Support notation : Far left is #1 Values in KIPS
Q-5
Proiect, ID: 20160480
P60,18d" ?SEP2M. 146M
VLMK P',V'h'c- S'UPXV+- job it, 2 01 (Po q Fo By, V pz�
1-0�-V'Aa
EY-'kStv%cA 3eaWk Linp
Loo,6s
PLF
(012 PI.F
FS
(Cori)
Dam 9 /1 (a S I I C t' t 44 � c -9
wit
W -pt" WS,
I Ij
t,00�6
?Wo, - 110mi
?Iq F-\ioo 0, Ua f -e
(see C -(o)
ZI I, GL9 2qF-\Jq nd.pm,,i4-P
(see C-111)
3933 SW Kelly Avenue Foalond, OR 97239 Iel: 503.222.4453 fox: 503,248.9263 wmmvirnksorn
Project Title: TyWila Data Center 2
Engineer: KRS
Project Descr:
�F
_Chi=�Af fl AV' '4
Description Existng GO - Lanti�lever Span
�-10
Project ID: 20160480
Nmd: 8 SEP 2016, .3�16PM
' ' C dt)7k,,FER
0 ENCES .
0,250C 1 Maximum Shear Stress Ratio
O�561 : 1
Section used for this span
6.75x27
.......... ___ .. . . . ......... . . . . . .....................
Calculations per INDS 2012, IBC 2012, CBC 2013, ASCE 7-10
6.75x27
........................
.. . . ......
tv: Actual
Load Combination Set: ASCE 7-10
F8 Allowable
2,321 .38 psi
Fv: Allowable
304.75 psi
Material Properties ............. ..... . .......... . .......... .
+D+S+H
Load Combination
+D+S+H
Location of maximum on span
Analysis Method: Allowable Stress Design
...............
Fb - Tension
. .. . . . ... . ....... ..
2,400.0 psi
.......... . . ...........
E: Modulus of Elasticity
Load Combination ASCE 7-10
Fb-Compr
2,400.0 psi
Ebend-xx
1.800-Oksi
Fc - PrIl
1,650.0 psi
Eminbend - xx
950-Oksi
Wood Species : DFIDF
Fc, - Perp
650.0 psi
Ebend-yy
1,600�Oksi
Wood Grade :24F - V8
Fv
265�O psi
Eminbend - yy
850,Oksi
FI
Beam Bracing : Beam is Fully Braced against lateral -torsional buckling
......................... . ....................... .. ... ...... .......... . .... ... .. .. ------
1.100�opsi
. ... . ....
Density
...... .......
3120 pef
...... . . ....
6.75X27
Span = 40.0 ft
6J5XV
Span = TO ft
Applied Loads Service loads entered, Load Factors will be applied for calculations.
. . . . .................
Loads on all spans...
Uniform Load on ALL spans D 0,3180, S 0_6120 kAt
Load for Span Number 1
Uniform Load : D = 0.0880 kift, Extent = &0 ->> 40.0 ft, Tributary Wift I D ft
Load for Span Number 2
Point Load : D = 4.134, S = 7�956 k @ 7L ft
Point Load: D = 0.3520 k (4, 7�O ft
..... ........ ......
L)ESIGM IMMIERMT-Ar. F, ralraw"k =131,
':Maximum Bending Stress Ratio
0,250C 1 Maximum Shear Stress Ratio
O�561 : 1
Section used for this span
6.75x27
Section used for this span
6.75x27
fb : Actual
2.206.05psi
tv: Actual
170.88 psi
F8 Allowable
2,321 .38 psi
Fv: Allowable
304.75 psi
Load Combination
+D+S+H
Load Combination
+D+S+H
Location of maximum on span
17.430ft
Location of maximum on span
37.765 ft
Span 4 where maximum occurs
Span # I
Span # where maximum occurs
Span # I
Maximum Deflection
Max Downward Transient Deflection
1,174 in Ratio
408>=180.
Max Upward Transient Deflection
-0.324 in Ratio
518 >=1 80.
Max Downward Total Deflection
1 .994 in Ratio
240>=180
Max Upward Total Deflection
-0.600 in Ratio
278 >=1 80
.......... . . . ........... .......... ... ....... ............................. ....................................................
maxi inniumForces, 06m6ina orts
.................
Load Combination Max Stress Ratios
. .. ..... ............... ...... . ......................... .. .... ..... ........... ___
Moment Values
. .......... -
Shear Values
Segment Length Span # V*
Cd C F,,v C i Cr C m
C t C L
V fv Fv
........... .................. . ....... . ..........................
H
1.000 1.00 1.00 1.00
1 Z 1.00 0,00
Obo 0.00 OZ
Length = 40.0 ft 1 0,950 U61
1.15 0,841 1.00 1,00 1.00
UO 1.00 150-77 2,206.05 232138
20.76 170.88 30435
Length = 7.0 ft 2 0.583 0.561
1.15 1.000 1,00 1,00 1.00
1.00 1.00 log.88 1,607.74 2760.00
16,88 170.88 304.75
Project Title: Tukwila Data Center 2 C,-kk
Engineer: KRS Project ID: 20160480
Project Descr:
Utl6uplun. C_AIZWgy ULD - kdTWWft; Op4fl
""'Loaif
Combination Span
'L"o-c-a",b,-o"-n-i,n-,Span--""L-,oa-d Combi—nation—----
. .. . ........... .
Max. Y Dell Location in Span
1
1,9941
1&9S4
..................... 1111�_, ................. 00
.0000 J:�
2
0,0000
18.994 +D+S+H
-0.6004 7.000
V"Ial
Support notation Far left is #1
Values in KIPS
Load Combination
Support 1
Support 2 Support 3
........ . .... . .....
Overall MOfA—Ximum — - - --
—16-
.979
... .
41 �989
. . . ......................................... . . . ......... . ... .
Overall MINimurn
1904
9.445
+D+H
6.507
15,741
+D+L+H
6.507
15.741
+D+Lr+H
6.507
15.741
+D+S+H
16-979
41.989
+D+0+750Lr+0.750L+H
6.507
15.741
+D+0.750L+0,750S+H
14.36,
35,427
+D460W+H
6507
15.741
+D+0.70E+H
6.507
15.741
+D+0,75OLr+0.750L+0.450W+H
U07
15,741
+D+0.750L+0.750S+0.450W+H
14.361
35.427
+D+0.750L+0.750S+OL250E+H
14�361
35,427
+0,60D+D.60W460H
3,904
9A45
+0.60D+0.70E+0.60H
3,904
9A45
D Only
6,507
15.741
Lr Only
L Only
S Only
10.473
26-247
W Only
E Only
H Only
Wood Beam
Description: ExisfingGLB-.t� �San
CODE REFERENCES
Calculations per NDS 2012, 1 BC 2012, CBC 2013, ASCE 7-10
Load Combination Set: ASCE 7-10
Material Properties
P ieci Title: Tukwila Data Unter 2
r0j.
Engineer: KRS
Project Descr:
File -
INC.
C-11
Proiact ID: 20160480
Pkl&.: 8 SEP 2016,
�,V,C7A4YC-FTramkV.ec6
Build-6.16.721,Ver:,6.1,63.21 I
Analysis Method: Allowable Stress Design
Fb - Tension
2,400.0 psi
E: Modulus of Elasticity
Load Combination ASCE 7-10
Fb-Compr
1850.0 psi
Ebend-xx
1,800-Oksi
2,485.24psi
Fc - Prll
1:650.0 psi
Eminbend - xy
950-Oksi
Wood Species : DF/DF
Fc - Perp
650.0 psi
Ebend-yy
100.0 ksi
Wood Grade :24F - V4
Fv
265.0 psi
Eminbend - yy
85U ksi
Ft
Beam Bracing : Beam is Fully Braced against lateral -torsional buckling
. . . . ................
11,100.0psi
Density
31.20 pcf
Q(0.318) S(O.6121
T V -V
6.76x2l
Span = 26.0 ft
. ...... ... . ......................................... . ....... . . . ....
L_�kpplied Loads
Uniform Load: D = 0-3180, S 0.6120, Trbu-tary Width = 1.0 ft
Unffo,,m Load : D = 0.0880 kAt, Extent = 9.0 ->> 17.0 fL Trilutary Wift = 1.0 ff
DESIGN SUMAfARY
A
Service loads entered. Load Factors will be applied for calculations.
Maximum Bending Stress Rato
...................... . - I .... ..... . .......................
OwB03 1 Maximum Shear Stress Ratio
Section used for this span
6.75x2l
Section used for this span
fb : Actual
1 .994.42 psi
tv : Actual
FB: Allowable
2,485.24psi
Fv: Allowable
Load Combination
+D+S+H
Load Combination
Location of maximum on span
13.000ft
Location of maximum on span
Span # where maximum occurs
span # 1
Span # where maximum occurs
Maximum Deflection
1.00 1.00 1.00 82.46 1,994.42
2485,24 10.85
Max Downward Transient Deflection
0.675 in Ratio =
462 >= 180.
Max Upward Transient Deflection
0.000 in Ratio =
0 <180.0
Max Downward Total Deflection
1.071 in Ratio =
291 >=180
Max Upward Total Deflection
0.000 in Ratio =
0 elffl
Maximum Forces & Stresses. for Load Combinations
0.377 1
6.75x2l
114.85 PSI'
304.75 psi
+D+S+H
24.292 ft
Span # I
Load Combination Max Stress Ratios
Moment Values
Shear Values -
Segment Length Span M V
Cd C FN
C i Cr
C rn C t C L M fb
Fb V
tv Fv
+D+S+H
0.900
1.00 1 Z
1,00 1 DO 1.00
0.00 0.00
0.00 0.00
Length = 26.0 it 1 0.803 0.377
1.15 0.900
1.00 1.00
1.00 1.00 1.00 82.46 1,994.42
2485,24 10.85
114.85 304.75
Overall Maximum Deflections
Lo -a -d _Co__m__bi_naii_on Span
Max.%' Defl [wabon in Span
Load Combination
Max. '+' Dell
Lorabon in Span
+D+S�H
1.0714
13.095
0.0000
0.000
Vertii� Aeactions
Support notation: Far left is #1
Values in KIPS
Load Combination
Support 1
Support 2
Overall MAXimum
12.442
12.442
Overall MINimurn
2,692
2.692
Project Title: Tukvvila Data Center 2 C "2
Engineer: KRS Proiect ID, 20160480
Project Descr:
uescripon: txisung UU5 -,-lung Z�pari
.
Support notation : Far let. is #1 Values in KIPS
. .......
Load Combnation
.
Support 1
.......... ......... . ......... ........ ---. .. . . ............
Support 2
4A186
I . ..................... . ....................... .............. . ... .......................
4.486
+D+L+H
4A86
4,486
+D+Lr+H
4A86
4.486
+D+S+H
12.442
12,442
+D+0.75OLr+0.750L+H
4A86
4A86
+D+0.750L+0.750S+H
10,453
10.453
+D+0.60W+H
4.486
4.486
+D+0.70E+H
4,486
4.486
+I)+0.750Lr4.750L+G.450W+H
4A86
4.486
+D+0.750L+0.750S+0.450W+H
10A53
10,453
+I)+0,750L+0.750S+0.5250E�H
10A53
1OA53
+0.60D+0.60W+0.60H
2,692
2M2
+0,601)+030E4.601-1
2.692
2.692
D Only
4,486
4A86
Lr Only
L Only
S Only
7.956
7.956
W Only
E Only
H Only
VLMK
'To k \P,) � o,
--IDo- Z
Pfoiect. SI -7 Jvt,lf-z-ol6oqqo By ktzs
—N
ir-r - N hc u
(ciotA
GantjLtve-f spar\ S(,ppovt yxn�
V 2-7 " � z �, - 5 "
?C�Alcwl 1�., = rq%;��k -7 /o' V- C�Iftl F\an,,Al, To,6u- t4,'4]
ei\SAIM TS (r,,�-Yq c-rfo-,,,rs
a(4eq t;c�, t e-
3933 S',',' Kel:y Avenue Porilard, OR 97239 tel: 50'01.222.4,,'53 toi- 503.748.9263
V,V L M K
r f� �r N ETF.-, i;o --. nq � 'IN
To � vi a a -D,
T DC- Z
Hoc �4;)avf 201(000D Rv: ll�- lz vile. ShLt
Ce Y\4ev- -
,scnsk-oke- lQe-
fq -;- 0, � \I�j� ,
(cont�
apt, 0 wv, �91,1,
?-? 1.01to)
F? -7 1 o 11)
f -U
, i,� =
t
C5, 6
I-ANV.� -7 �AOT -Ab, Y,
V bo 1+ -- 'W Z t' �3
,v boj-�
uol�
V;- L Cr
k Ck LIO CC
W�s c
\4;;
Mo.
t -A y
I
?2211, /-ASb7
w
I
LI/qq%ib) lei 16 1 q,,,
3933 SW Kelly konue Portland, OR 97239 tel: 503.222.4453 fu 503.248.9263 w,.- k.l. v I rr i k. C 01M
VVLMK
ENGINEERING - DESIGN
b D"t": Ct sheet A. -
Project: li, 0
............
H V AP S
e � Ile- +o n Con ri e vi �ar. 0 M r+
Loads-.
WD L r- 6 U
'6 C9- I un 1+ tip a4i
-7 0 0
& -,(OJ4
u3p- Hxq ISL.
LuSqq 'Foce Knirtt V\oLf1Vt-) ai Qna
0�
Ar6c,eage-
c-
na QOY
(conT)
IM -1
Alriblov-o*.
Veir /ss,o) see R-1-�
3933 SW Kelly Avenue Pomiand, OR 97239 tel: 503.222.44S3 fox: 503.248.9263 wivolink.com
-Wo U S GS Design Maps Summary Report
User -Specified Input
Report ritle Tukwila Data Center 2
Wed September 7, 2016 17:33:32 UTC
Building Code Reference Document ASCE 7-10 Standard
(which utilizes USGS hazard data available in 2008)
Site Coordinates 47.49820N, 122.29OW
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category VIVIII
7-
S un e n.
-Des-N40i
-- , Ries-
USGS-Provided Output
5 a c4uaf I
Renton
Maple Valley
S, = 1.516 g Sms = L516 g So, = 1.011 g
S, = 0.569 g S,, = 0.854 g So, = 0.569 g
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the direction of maximum horizontal res po nse,,p lease return to the application and
select the "2009 NEHRP" building code reference document.
MCEFt Response Spectrum
1.76 - -
1,12 - -
0.91; -
M 0.9D -
in
O.F4
0.49--
0.22 - -
OAG - -
0. 00 i f
0.00 0.20 O�40 Q.G0 0.20 1.00 L20 1.40 1.60 1.20 2.00
Period. T (sec)
Design Response Spectrum
For PGA,, T, CRS' and CRI values, please view the detailed report.
0.00 0.20 0.40 0.60 0.20 1,00 1.20 1.40 L60 1.20 100
Period, T (sec)
Although this information is a product of the U.S. Geological SurveV, we provide no warranty, expressed or implied, as to the
accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge.
C-1�
VLMK Project- TDC-2 HVAC 20160480 i�v: KRS Date� 9/16 sheet #: C- 18
ENGINEERING . DESIGN ............ . . . ......... .. . .... . . .... "I -
L-�-uu - _�>OTTware t-0PYngnt_!�U1b_v1LMK Consulting Engineers. All Rights Reserved.
Mechanical Unit Anchorage Design
Based on the 2012 International Building Code and ASCE 7-10
DESIGN INPUT
Seismic Parameters: X
SDS 1-011 9 Design Spectral Response Acceleration
9� 1.0 Overstrength Factor [ASCE7 12.2-1 or 15.4-1] (J,,CG 40
AD 2.5 [ASCE7 13.5-1 or 13.6-1] '-f'
RD 6.0 [ASCE7 13.5-1 or 13.6-1] YC y
lo IM [ASCE7 13.1.3]
Z 22 ft Attachment height from base of structure 2
h 22 ft Average roof height of structure from base
Wind Parameters: PLAN VIEW
PHORIZ. = 41.7 psf Design Wind Pressure (psf), 1.0W
PupLIFT = 32.9 psf Design Wind Pressure (psf), 1.OW
Mechanical Unit Parameters: _VG
Wo = 351 lbs Total Weight ZCq
X = 53.0 in Base Dimension (max)
Y = 18�O in Base Dimension (min) IF
SIDE VIEW
Z = 36.0 in Height of Unit
Zcurb = 0.0 in Height of Curb, where occurs Load Combinations:
XCQ = 26,5 in Center of Gravity Seismic: Wind:
% = 9.0 in Center of Gravity (0.9-.2SDS)D + 92E 0.9D + 1.OW
Z,, = 18.0 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.7QE 0.6D + 0.6W
ANALYSIS
Base Shear: (Load applied to all (4) anchors/corners together)
Seismic:
0'4a 1, S DS W p (1 + 2�5-) 177 lbs 5 1.6S1XVIPWJ' 568 lbs OK
RP /IP h > 0.3SDS1PWP 106 lbs OK
Base Shear, QVE = 177 lbs Seismic, QE
Wind: V.W = 553 lbs Wind, 1.OW V., BASE 553 lbs Wind
332 (ASD)
Anchor Shear: (Load applied to each anchor/corner)
Seismic: Design Eccentricity 5%
Anchor: dx d x,^, 2 dy dy/12 e, = 1.325 in e. 0.45 in
1 26.5 702.25 9 81 M,-, = 235 in -lbs My -V 80 in -lbs
2 26,5 702.25 9 81 Y Direction X Direction
3 26.5 702.25 9 81 V1.3 = 47 lbs V1,2 = 47 lbs
4 26.5 702.25 9 81 V2.4 = 47 lbs V3A = 47 lbs
2809 324
Wind: V1,23A 138 lbs Max V.. ANCHOR 138 lbs Wind
Overturning/ Uplift: (Load applied to each anchor/corner) 83 (ASD) -
Seismic: MDt = 3194 lb -in Seismic, QE Net Tension: T,* 69 lbs
M = 6490.6 lb -in Seismic, 92E Tl� 252 lbs
M,,, = 2204.4 lb -in Seismic, QE
Wind: M�t 9945 lb -in Wind, 1.OW Max T., ANCHOR* 252 lbs Wind
M,,.,, 8371.4 lb -in Wind, 1.OW 146
M,,,, 2843.1 lb -in Wind, 1.OW *Negative (-) values indicatrMd'ricTl�-Wrie-Cuplift
3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fox: 503.248.9263 wvAv.v!mk.cora
I 'I . ,
VVLMK
ENCINCERINr � DESIC h
Projea: TDC-2 HVAC Jobv: 20160480 By, KRS Date: 9/16 sheet #: C- 19
�J-W - aglElVdrt! %_�!�Py 191111 ZU1.5 VLMK t-onsulting Engineers. All Rights Reserved.
Wind Loads on Rooftop Structures and Equipment
Based on the 2012 International Building Code and ASCE 7-10, 29.5.1
DESIGN INPUT
TYPICAL SCREEN WALL
TYPICAL MECHANICAL UNIT
B ------
1_20
ft
Horizontal Dimension of Building Measured Normal to the Wind Direction
Velocity Pressure at Ultimate Level
h
22
ft
Mean Roof Height of Building (Eave Height if Roof Angle < 10)
GCr =
Height
3.00
ft
Height of Rooftop Structure or Equipment
12
Width
4.00
ft
Width of Rooftop Structure or Equipment, Perpendicular to Wind
sf
Depth
1.50
ft
Depth of Rooftop Structure or Equipment, Parallel to Wind
Building Area Normal to the Wind Direction
H
25.0
ft
Height to Top of Structure or Equipment
Vult
120
mph
Ultimate Wind Speed 3 -Second Gust [Figures
26.5-1A, B, & C]
-B -
Exposure Category
(Section 26.7.3]
zg
1200
ft
Nominal Height of Atmospheric Boundary Layer
[Table 26.9-11
0
7.0
3 -Second Gust -Speed Power Law Exponent
[Table 26.9-1)
K,
0.701
Velocity Pressure Exposure Coefficient
[Table 29.3-1]
K,t
1.00
Topographic Factor
[Figure 26.8-1]
Kd
0.85
Wind Directionality Factor
(Table 26.6-1]
ANALYSIS
qz = 0. 00256K, Kj K d V,lt 2 [Equation 29.3-1]
q, =
22.0
psf
Velocity Pressure at Ultimate Level
GC, =
1.9
Horizontal Design Wind Pressure
Horizontal: Force Increase & Gust Factor [Section 29.5.11
GCr =
1.5
Vertical -Uplift., Force Increase & Gust Factor [Section 29.5. 1
Af =
12
sf
Area of Structure Normal to the Wind Direction (Horizontal face)
Ar =
6
sf
Area of Structure Perpendicular to the Wind Direction (Vertical face)
B*h =
2640
sf
Building Area Normal to the Wind Direction
Fh = q h (GC,)A f
Fh = 501 lbs
Horizontal Design Wind Force
(Ult., 1.OW)
Ph AL.7 __pg
Horizontal Design Wind Pressure
(Ult., 1.OW)
Fv q h (GC,)A ,
t F� 198 lbs
Vertical (Uplift) Design Wind Force
(Ult., 1.0W)
P,, 2?.9____psf
Vertical (Uplift) Design Wind Pressure
(Ult., 1.OW)
3933 SW Kelly Avenue Ponland, OR 97239 lel: 503.222.4453 b: 503.248.9263 mwishksom
[Equation 29.5-2]
t
[Equation 29.5- , 3]
V'VLMK Pruje-t. job a 60 L D-vf,� it: C-20
2m k—
fWAC . - �is . � � I .... . -
SeluxAc LOCK,
p (�i 2
C�q-, 2, .011
IZ?- L, 71p� 1.0
r �04 O.V&
? IH-
Wv,i; (Oss oAt'I"5 ��C;5 PLF CA 0(k 1 &9 s vpp Cx+ 0 C)
2 L
APO As 1 i i pe
0 voz
,A ICK 11 lag;
Fort p&vK, 0-9(*5(� '7 10 V--
?)en&vu� in Rm.-. ,)(I
�A ft -16
I�r"/L4, 0,02�
les;
-�7
� e S'
�4e OV -,C\ ay -e
3933 SW Fell kAnue PKif OR 97239 050322244S3 fxK124,19263
C-21
VVLMK tANig v
........ ..... ........ . . ...... . ....
Tu � m'l
rtli-e V- - �H V
Cable 44�stavlduoal (Con+�
Te"S.i oy,% I n floov Pqlc Via% e
T� M /0,,r t.\ Ff,/
200Z'17�t-- 2bq I" -Fdv,,4m,6
(cont-)
4
C,
C 7� �o 00 �S'k see C -
-> 2
y9" Pvzplvi Omckor3 GL(Uquak for -�cor- ap?cLsr�,
s ca
3932 S�Ilvl Kell,l, F3,11cmd, OR 97239 tel: 503-222,4453 ib,: 503.24M263 com
0
�-� ml
,�ipf
a ft"P.
(5,-�, 8)
4,105
8�51
6,400
(28.81
FASTENERS
may be used to det2fmina 3111ova* icads
a fOr MlPre�sive strengths.
re multiPhed `4 Tedirtior tactprs foune in t4 besip
PRODUCT INFORMATION
........... Steel Dropin""
771,
MaEum
. ......
2 1/2
(63.5)
4,665
12,380
Ultimate Load Capacities for Steel Dropin in Normal -Weight Concrete',,,,
�imate Load Capacities for Steel Dropin in Structural
12,380
F�Rod/Anchor
Diameter
Minimum
Embedment
Minimum conSre!p Compressive Strength ff j
. -
3 3/16
(2 1.0)
8,580
Depth
2,000psit�418MPa) 4,000 0)27.6 MP2)
6,000 psi
(41
1.4 N1 Pa'
pall
d
in.
in.
e
T
TensJ6`n-- Shear Tension, Shear
I bs. tbs.
Tension
,
Shear
(M. rr
(trim)
, lbs� tbs.
(kN) (kN) ,kN"
tbs.
11, k, N)
lbs
15,680
1
1,140 2,120 1,985 2,120
(9-5) 118.9,
2,080
(kN�l
2,120
V
(503)
f-
C.5)
,ISO 4 r 85
Rw
T.
9.4),
4,950
t9.5)
4,585
o 1.
Sh e
Shear
IiN 6)
1.2,3,4
(12-7)
(5,-�, 8)
4,105
8�51
6,400
(28.81
5, �ic
may be used to det2fmina 3111ova* icads
a fOr MlPre�sive strengths.
re multiPhed `4 Tedirtior tactprs foune in t4 besip
6,400
4.
6.585
6,400
5,18
115.9
. ......
2 1/2
(63.5)
4,665
12,380
7,440.
�imate Load Capacities for Steel Dropin in Structural
12,380
10,920
*Anchor
Diameter
314
3 3/16
(2 1.0)
8,580
1 95.7)
67)
12,380
(55.7-
(19,1)
(81.0
T,
0.6)
9,405
'680
(70.61
15,680
1. TaMateJ load valuEs
are a3pbublv -.o carbon x1c stainless stcEl ancki-s,
h,
in.
Tension
0 n
tbs.:
s
(503)
QG�6)
2� Tarillated kad 4ues E -c `or an::hnrs Instfled:n concwe� conuat�.'cOrrn;lessive strEr,9th must be al 02 spedfied migilnun
Uijrnate Icad capa�ijes must be r2dLxeo by a Tinimim seezy fa, -,or _g 4 0 01`1(e3te'to det,
wrine alkwable wotking load,
n
at the ti le f i T I Ti
o n ca la
o 1.
Sh e
Shear
Allowable Load Capacities for Steel Dropin in Normal -We i ght Concrete
1.2,3,4
"C'o
(k NI)
',Rod/Anchor
Diameter
Minimum
Embedment
S0
b
tbs.
k
(kN,)
Tn
Minimum Concrete Compressive Strength (fj)
tbs.
1KN)
tbs.
tb�
Depth
1P
ZODO psi 0 3 V, a
4,000 psi (27.6 MP
0
1,060
6,000 psi (411.4 Ivipa'
d
in.
h11
in.
Tension
tbs.
Shear
lbs.
Tension -
1'6f
hear
Shear
3/
Tension
Shear
'MM)
(MM)
(k -m
�T51
,T
tbs
4,120
I _
bs_
tbs.
tbs.
lbs.
114 i
�6,4)
1
(25A)
�2
2 85
285
13
3,
530
495
(20.3)
4,120
'5'
(k N
4,240
530
520
530
.318
(9.5)
1-91116
(29.7)
54
2 1 12
2 112,
(63j5's
3
4)
1,145
1,045 1
_
91,640
0
7,84-3
(25,6)
9,640
(24.6,
8,840
9,640
1,240
1,145
2
(2,51
----------
(35.3)
�4,7)
1
(5.2)
(5,5,
f5.2)
(12.7)
(50.8
1,025
�4.61
. 1
111,700
(
62,71
6011,
(T2)
(5 ri
15,680
NjlkEd load vk- s
Late "Mc
are ap 0cable,- In- car- and rZainfess steel anchof�,
.645
1,600
518
0 5.9)
2 liz
(63.5)
1, 1_6�_
(5.2)
the ime 01.
3,095
f ___
1,860 11
3,095
alt -le wo-king load.
2,730
3,095
2,� 3/4
(19 1)
3 3/16
(81
2,145 1
I �911
3,920
(8A)
2,350
(12. 33)
(1:-".g)
3,920
2,825
3,920
�0)
�_ , 1� i
h'��TabjlatEcl load values are a�.rtcabl i_
(9.7)
T6)
(12.6)
(17,6)
car ala s.dinless stf F., andicrz,
A,
, ]W-ble bal capa.:!jes listed are calculated js�;iq E.1d ac,*e safety factor of co,
�`Na- irterpolation
E:oVaUe load capac'lies,
may be used to det2fmina 3111ova* icads
a fOr MlPre�sive strengths.
re multiPhed `4 Tedirtior tactprs foune in t4 besip
Criteria sectiv� vjhqnanCbx
spazing cr edge distances are k -s,
thEn critical disiallces,
�imate Load Capacities for Steel Dropin in Structural
Lightweight Concretel��"
*Anchor
Diameter
Minimum
Minimum Concrete Compressive 5 mgth (f
Embedment
Depth
2,000 psi (13.8 M Pal
p S v' 6
4 0 Psi ("6
4,000 psi (27,6 (Wa)
"0'0 psi (41A M P
6,000 psi (41A MPa'
d
9 -
g, in.
h,
in.
Tension
0 n
tbs.:
s
S bP
h
Shear
e a
tbs.
T e n S
Tension
n
Shear
Tension
Sh e
Shear
(,-n r-,)
(rnm)
"C'o
(k NI)
S
(kN)
S0
b
tbs.
k
(kN,)
Tn
I bs.
(Mi
tbs.
1KN)
tbs.
tb�
1/4
[.�Z (6-4)
(25,4'
0
1,060
1 920
92 'or
3
1,350
(k N,
1 920
1,920
1'6f
1 9_
1,920
3/
1 9/16
3,040
4
6 j
4 , 1 20
4,120
'6
3 7
3,780
�T51
,T
4,120
4,520
TF.71 _527
2
(13 7)
5)
TO)
(20.3)
4,120
'5'
4,240
5,680
0
(23.61
4,840 7
"0
5,680
5,460
-
0
5,680
"I r3 15. 91
2 1 12
2 112,
(63j5's
3
6
6,860
_
91,640
0
7,84-3
(25,6)
9,640
(24.6,
8,840
9,640
Ir
417 -57,
3/4
3
33/!6
�20,9)
10,280-
0
(35.3)
(43A)
WA,'
(46.3) 1
5,180
7 0. f--)
111,700
(
62,71
15,680
NjlkEd load vk- s
Late "Mc
are ap 0cable,- In- car- and rZainfess steel anchof�,
-j valu �s - for anchxs irstallcd in Concrete cofl!Prmilie strength must neat the 4--ifed minimurr. at
CaPa( LPS musi be reduced 4 a minimutri s3fetY fa�70!
the ime 01.
0I -L.0 or <ycat(-.- to determint,
alt -le wo-king load.
C-22
_.-I-e-00
I I k
Site Prejoaration
(14 0 9 rn m'L).
53-7/8"
(1 368mm)
ANCHOR PLAN
For typical footprint
dimensions, see Figure 2
E
Provided on
3- & 4- Fan Models
DPNO02416
Rev. 2
Table 3 Condenser leg height and additional weight, IVICIL055, IVICL110, MCL165 and MCK220
Leg Height
# of A
8
C
D
E
Model #
Fans in. (mm)
in. (mm)
in, (mm)
in. (mm)
in. (m
MCLO55
68
I
61-5/8
56
54-3/8
(1565)
"N 1219)
(1727)
73-5/8
(1423)
(1381)
(1870) 1
MCL1 10
124-1/8
2
85-5/8
112-1/8
110-1/2
—
(3152)
(2848)
(2806)
MCL165
3 180-1/4
73-7/16
168-1/4
110-1/2
56-1/8
(4578)
(1866)
(4274)
(2806)
(1425)
MCL220
4 236-5/16
129-9/16
224-3/8
110-1/2
112-1/4
(6003)
(3291)
(5699)
(2806)
(2851)
Leg Height
G
H
F * In. (mm)
In. (mm)
In. (mm)
18(457)
35-7/8
1
43-5/8
1 (911)
(1108)
16(914)
53-7/8
61-5/8
(136B)
(1565)
"N 1219)
65-7/8
73-5/8
(1673)
(1870) 1
60(1524)
77-7/8
85-5/8
(1978)
(2175)
* 18" legs standard for all models. Cross -bracing required for legs longer than 18' (457mm). Number varies according to model and options.
See Tables I and 2 for weights, including added weight for legs of various lengths.
Source: DPNO02416, Rev, 2
Lieber& MCT" 10
--t5'A5
et-12sq
. . IA
-4
FOR REFERENCE ONLY la-, z
Site PreDaratlon
2.0 SITE PREPARATION
2.1 Site Considerations
• Condensers should be installed in a location offering maximum security and access for
maintenance.
• Avoid ground -level sites with public access and areas prone to heavy snow or ice accumulations,
• To ensure adequate air supply, Emerson!" recommends that condensers be installed in an area
with clean air, away from loose dirt and foreign matter that might clog the coil. In addition,
condensers should be located no closer than 8 feet (1m) from a wall, obstruction or adjacent uni�
• For roof installation, mount the condenser on suitable curbs or other supports in accordance with
local codes.
• Condensers must not be installed in a pit.
• Condensers must be installed on a level surface to ensure proper refrigerant flow.
• Use caution when installing condensers below the indoor unit. Condensers must not be installed
more than 15ft. (4.6m) below the indoor unit. Condensers with Liebert Lee -Temp' receivers must
be installed at or above the level of the indoor units to maintain proper subcooling.
• Liebert Lee -Temp receiver tanks should be mounted on the condenser legs for proper operation.
Contact Emerson Application Engineering Department for assistance with applications requiring
remote mounting of receivers.
• Condensers must be installed in vertical airflow orierctation to maintain the electrical box's
NENIA 3R rating.
2.2 Dimensions and Weights
Table I Condenser net weights, shipping weights, dimensions and volume. aoclroximate
nick d1lu Pizluntivtu Wulqrnt� Will lrlurt�case. wull 121ciory apilons. legs taiter inan io-, coateo cous ano setsmic options.
Field -installed receivers also add to net weights. Consult factory for additional information.
Table 2 Condenser net weight addition—taller legs
Leg Height
In. (mm)
Domestic Packaging
Export Packaging
MCS028 MCM040 MCM080 I MCM120 MCM160 MCL055 MCLI10 MCL165
Condenser
Packaged
Dimensions
120
Packaged
Dimensions
127
148
Number
Net Weight
Weight
(LxWxH)
Volume
Weight
(LxWxH)
Volume
Model #
of Fans
I b (kg)
lb (kg)
in. (cm)
ft3 (M)
lb (kg)
in. (cm)
ftl (M3)
MOS028
1
154(70)
335(152)
76x36x63
1(193x91x1601
100(2.8)1
I
455(206)
77x37x64
(1 96x94xl 63)
106(3.0)
MCM040
1
231(105)
410(186)
1
76x36x63
(193x9lxl6o)
100(2.8)
535(243)
77x37x64
1(196x94xl63)1
1 106(30
MCM080
2
441(200)
750(340)
I
136x36x63
(345x91x16n_),
17 1 9(5.0)
945(429)
1 137x37x64
188(5.3)
i(348x94x163)1,
MCM120
3
672(305)
1110(503)
196x36x63
(498x91x160)
257(7.3)
1380(626)
197x37x64
1(413x66x142)
270(7.7)
MCM160
4
860(390)
1425(646)
256x36x63
336(9.5)
1770(803)�
2:'57x37x64
1(653x94x163)
352(10)
1(65OX91XI60)
MCL055
1
.344(156)
525(238)
76x36x63
(193x91x160)J
100(2.8)1
645 (293)
77x37x64
(196x94xl63)
106(3.0)
MCL110
2
602(273)
910(413)
1(345x91x160)1
J,:l6x36x63 1
179(5-0)
1110(503)
137x37x64
(348x94x163)
188(5.3)
MCL165
3
891(404)
1330(603)
1(498x91x160)
196x36x63
257 (7.3)
1600 (726)
197x37x64
270(7.7)
(413X66x142)
MCL220
4
1186(538)
1755(796)
256x36x(53
(650x91 x1 69).
335 (9.5)
2095 (950)
257x37x64
(653x94x163)
352(10)
nick d1lu Pizluntivtu Wulqrnt� Will lrlurt�case. wull 121ciory apilons. legs taiter inan io-, coateo cous ano setsmic options.
Field -installed receivers also add to net weights. Consult factory for additional information.
Table 2 Condenser net weight addition—taller legs
Leg Height
In. (mm)
Additional Weight by Condenser Model, lb. (kg)
MCS028 MCM040 MCM080 I MCM120 MCM160 MCL055 MCLI10 MCL165
MCL220
36(914)
120
120
139
242 236
127
148
222
242
48(1219)
151
151
171
304 2ST-7159
179
269
289
60(1524)
183
183
1 202
367
210
316
336
Lieber& MC.. 6
Air -Cooled Systems—capacities and Dimensions
Figure 11 Cabinet and flo . or planning dimensional data, outdoor condensing unit
Fan ROtatIOn
CCW
(left side)
1108 RE"fERENCE OjjLY
ki
for access to
refrigeration component
indic6tes a minimum Removable panel for access
clearance of 18" (457mm) to high-voltage and low-voltiage
for proper air flow connections and refrigeration
components
ght Air Discharge
Shaded area
indicates a minimum
dearance of 18'1(457mm)
for proper air flow.
Shaded area
indicates a recommended
clearance of 24�'(610mm)
for component access and
removal.
Table 6 Dimensions and net weights—air-cooled outdoor condensing units
Model Numbers
Dimensional Data, inches (mm)
Module Net
Weight
lb (kg)
18(457)
6OHz 5OHz
A
B
C
PFH027A-L
40 (1016)
23-1/2 (597)
18 (457)
200(91)
PFH027A-11
48(1219)
I
31 (7BTI
I
18(457)
241(109)
PFH727A-L
PPHn17A_I PPHMrA_i
PFHO37A-H PFHO36A-H
�3(1343)
36-1/4(918)
18(457)
35-1 (159)
PFHZ37A-L PFHZ36A-L
13 -ton cond u=
its
LiebertO Mini-Mateio is
DPNO00130
Rev. 1
TALL PIPE STAND, CABLE RUNWAY
�tQlll Chutswarsh Prad=i% toe- At r;qhN N�eried. &P, �-F! PaDzilv Ct,0M
�p, gimmli Fsma,�MmPorx, Vmloc�-v and QuwraRack arc
CHATSWORTH PRODUCTS fc� ;a 3v mgisimed tra I em ark. � e rh a tmu-th Froei,ms. a I. cnnml and Sh-��4 EfficiLm ,r- a rb,
nf'��QU%,mrth I'm ' cts, AN c4-4
eu Crms6emwks bsionglo �hely
FOR REFERENCE ONLY R-5
- Is -
A ma astjoe aup IS t
Of PMEL
FA.0 "'o rs.o
TAM or PAM
CLWJK V4.
0 MTA F4.0 F6.0 Ma To"' P4,11 '6-0 F4.0 4"...
r 1-1 r-7�11 �Q F4.0 P6.0 r4.0 F" 14.0 ps'a
f4.0 X(
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612- 6
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N1 FOUNDATION PLAN
1) 11NIM FL6M AM AT ELMTt*N IS
REFEWIM
2) ELCYAPac 21am TiMf j INDWATE TOP OF
FwTbG ELEvATjmt BE" Woo< OATW.
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L cm TYK L "m T?K F COW TM a cow Mr a APPROVED
14 G 12'. E.W.
iint L cow IYPE L CUM
It "s EA. TAM P if 2'-&- 914.
(to MITI
TvK t. aw-
Tics 2 1'.
NE;sE4:rlcm F-5 4.
o-5 mm ?Tm a -s wo ew I'm c"
"A
PANEL * =ASMDUM�M S-3
PANEL
PANEL
OF �1
FOR REFERENCE ONLY
R-6
A
04
4.5k I
(24'-8-pl 124--e 402
4AG WdlCHT Wl
Att
2-b4 9 [".'.
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+
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I
R.D.
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24* -S'
24'-6' 1 W-8' 1 241-8*
1.,. 1 241-6* 1 ZA -1.
DIAPMCM
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W-4, 1 24* -6- 1 24--6- 1 W-6, 1 Z41-61
7
-4
nio
164
166 17
6
BU I WING 6
ROOF FRAMING PLAN
NSCALE. 1/16'-1'-0'
If
a
1) ELEVATION SIQAW MJS�j j ARE TO TOP OF FRAMINC
(DOTTISI Or Pty%=)� AME AMM.NMOATM,
2) 1LEVATION SHM TNIZ. C > ARE TO TOO Or PARAPET.
3) NAIL MW PLYKW AS PER RWr IIIAMR&W NA4LIHD WIRU,
4) = 4.14 MM OCZE C�F. #I 11r. (3 Y/am
UNLESS NOTED
0 FOR SPANS KTAW A 16* -G* UTE Wit D.F. #2 9
FOR SPANS I= DIAN V -Qv UM 214 D.F. #2 4124%c.
6) FMICE VINUM I/It- W OR PER W"ACTURES
I
AmmociDATION MTOM 0.5.11 mxm
CITY OF TUORA
APPROVED
q141
4..
S-4
OF 10
41114, . . .
P.C.PANLL
MWQ= put
PANEL PI.EVAIHIN
dh VARIO
ASPHALT
RE:ARCH.
oovM (MIN.)
DETAIL Al
t I-V — I "
vim,
A-3 SIM,
11 t/4
A-5 Slh
(o EA.
51 CM. SLAB
41N. 3 EA. LEC) 11 a a
1) P A
a a, CA.
USE 2 -X 3/4.6.1 *-2
SECT16NA=5
SCALE: 3/�' -
1. -01, Uistwim.
FREE OWN190
WJ-'( FILL JIML
HEICRT Of WALL
SECTION Q-
REINF. PER
PANEL tLEVATION
SCALEI'3�4' .,-J*-O*
W1Z-px3'-o*
It P.C. PAWL
PER SMA -5
IIEFEA To PANEL ELEV.
I - 71 _-_
FOR WALL VIEW.
DONELS
VIM ENGINEER TO TAXE Covkwrlc,4 TEST WITHIN GUILDINA AREA IN ALL
eft FILL AM". CONFACTION TO Of AS REWIRED 0V 40ILS $10CAT- 4091L&
__T
USE o"vo. a 6 7 1/4. OrTAIL
C SXS�2 Q 5 1/4' 99
CW04ELS
nr
lill.,
5'
owl?
REIM
$040.
JOINT
REINF. PER
PANEL tLEVATION
a 9 If 9 A A L M a T A
W1Z-px3'-o*
DOM —
PER SMA -5
;_11
I - 71 _-_
W-iTE WKNECTION
0 FA. PAM MW
DETAIL
?4 4 16'. WIT.
I;. _:F4 6 15'� HMZZ.
MARCH. OEM
KIM
I I/A' v 7 1/4*pv SCHED
�j7 WAY SET PANEL IN
CROLIT
FOR RUERENCE ONLY R-7
SIZE 4 R
a 9 If 9 A A L M a T A
W1Z-px3'-o*
ryp
F_ INSPECTIM,
DONELS
VIM ENGINEER TO TAXE Covkwrlc,4 TEST WITHIN GUILDINA AREA IN ALL
eft FILL AM". CONFACTION TO Of AS REWIRED 0V 40ILS $10CAT- 4091L&
—WEIAMED It
nr
AMF .... 25 PSF %I". IMADBURS I
AN INDEPENDENT TESTrAn Lo Apmvo w THE: Aftnncr vALL vpscr
8211111; ZCKI I
ASPHALT 0ONORET1. RUM AND WELDING AS FOV.OKS.
RE!ARCM CITY Of MTLA cOKME - WPM? AtW PLActoom vRtc* 'to PwjoA% TAKE s
A;Z
APPROVED MWERS PON EACH COMMU POUR. CYLINDERS To ff JESTED AT 7 ASO
MARCH.
Pato"TION OEMN PER AM" 1111"2*1 uFaChurnm
F.C.PAREL,
FCR REM. ZUAL 3WED-,jOOCF ALL FIWWP#At
Kw M0114.
SEE
4E �Lwtoi
FM KV117.
:210OUPORKTED ALL P"DATION -WORK pill I.L. '!i.QAASLT SOIL
1 A. . IN
041 Ift"! IM1164; PRACTICE ARC,
i
STAY KATE AW
--'l
IWI'Mu
ow" am PIP P94 REPORT. ALL EXZVR= FOOTtMa SHALL Of Ig
TRADES AND Y;&--
OPWAL
DEJA I L gg
$ECTION H-_5
40INT
RAM KIWIWN SELCO LOKST ADJACENT WADE-. SOIL* ENGINEER TO
"I"PECT A" APMVI "UWVATZM E`eAVA�IOW MOR TO ftAIM. ALL
SCALE. 3/4'
bfl.
FOWUNGS AND SLA" INIALL GEAR ON OWAtnSD VVV*VJRAL FILL rp
CL
ACCONDAKE WITH IRE SOILA REPORT.
RE; PLAN
COMMITS -
1' -6' DIAMM
26" 04; FOR FOOTINGA
11LATUIN IT
CA COL.
ff:.
30 a Be M SLAU ON owl
tW r4t.FOO WatA
HAS. PLUS OR M I.
81 DO MA
5* cwo
00"
smsa AND PLACM OF ALL STE WALL BE LR ACCORDANCE WJTA M
SLAB
IJOC AND ACI GOT EDITICH.
coon MUN. CODE 31s, LAT POOPORTIONS OF AGM94TE TO
L BEA& SUDN To PRODUCE A On"', WORKABLE Hit WHIgH CAN
BE PLACED WMwr SWMQATIOR OR rlx%$g FREE SUWAM WATCH. 7/4"
CPAINFE" ON ALL EXPOSED =CAUE Loan UKIES INDICATED OTHERWISE
ON ARCHITECILVAL WAVINGS.
if i
=Ecllc�
ALL REINFORCEMENT SHALL UWFORK TO AS TM 16
4=4.
NOTED FOR WELM ARM, "AS OMLS SHALL 06 GRACE 40
pet). OTHER KVATQMIQ INAILL KX% WXY00.0" "i) ' LAP
COUIL'Aam AnhioNct" "IN 25 a 011M 19 CONCRETE. V-1.
ryo sckmr
Alln" DOLE$* NOTED OnwMaN OMMAR wo am) WILL BE
PWIM FOR A" HORIZONTAL EMORCEMENT MAIL 4TEEL IN
Z,14 mt. EIKF =02MAKE VITH THE Mn 01MAILLWO HANDAL. HIM W30 4KUA CONFORM
TV AM k-02 OR A�186.
SECTION B-5 SECTION Q-5 COVER TO IMINFApIeVog 10 at:
FOOTINGS .................... INCHES
SCALE: :3/4* - 1* -0" SCALE: 3/4* 1'-0' fOWCO 6WA969--WVA7HW AACt ....... 1 1/2 IKWft
MR6OR FACE ....... 314 IMM0
All. f?
4-47 VEI MIS
ULM REsout TO a[ A -M, fy GO.000 P3Z. FRESH StO LOW HTEROM
ELMAOM TO MO pftwg�,Acs OF A46 vj�-'
CURRENT f I
plo STIMWS PRIDWAT I'M To
IT BE By 1I.A.02T AS"
r4lp"ALT RE -ARCH,
2'CLR TO VENT.
MINF.
3-05 cow. 1 ;A-
r
Y.w P -JI,
SECT ION G-5
SCALE. 3/4' 1'-0*
)tU I I UN E
ALE: 3/4' - 1'--0'
_'_j?AM EDGE
CA
w/
r
OF §WZAR V. 2 W.
it RX.A,-S . DETAIL ff STWOVILWAL ITFEFL� i-, ,
2 SKEWM PANEL TIMES COLL"s wtt 06*VW 10 AM Am, WJ_DA I (Fy . 40,OW V.1) F,
WELDS AM SPECIFIED SKALL Of 3/19* CONTINUOUS FILLET XINIMP. ALL
WgLW TO Be By CERTIFIED WILDIRS. USE FREMS 970
W/_1_oW'-O * BARS 6 6*GA. ELEM0014, MMIT WW MIAMI STAWTURAL,
ENGINEER FOR 14mot PRIOR TO MA TI
OLD REI�114 M $I RE -A -S) .0" OF gTRUOUAhL ATIMEL.
XA��'J�r,ftl 01-M. FAM
1111*714" 1.81 IN
At
ATSC FAMFE471M A.2 ==Mn. AND
it S/M.1.5 CODE OF STAVAan , CIRRM KDITICM.
I * . �
0 ............. -45kW
4 x Raw Mts Of ....... fb
ALL GRADES $HALL CORYDON To
It 3/4.40 _19TIED11.104. AM Mit IMMY.
0 MAIMED VM STAROAND . ALL VOW 4H CONTACT WITH
HASURT SMALL 1IUTP="EATRO. MCLIMM' NOISTUAT
COO a
TENT AT INSTALLATION $LM ALL LUMM. STEEL HAMM - 70 RE
ER NOT NOTED To BE D.F. $a on unlit.
CONCRETE
vA
I/r jOEMPSON OR APPROVED EQUAL. FAITIN ALL HANUMS AS GPE=rjGD, LY
1. MWFA"Ix vNLE" NOW.
VOOD �EM;
ILILM ORIED. ;RW
A
STRESS 084M.?nDtTID!�14 4 tf� -_Zt01 Aj
WAM (F&24GOoLP'j, fy ' 14fi A'j). SLAILANG *-T
FROM AN A= APPROVE0 FABRICATOR. SUINIT SHOP GRAWINGS TO
SECTION F-5 ETAIL ff AaUW;T2CT AND FMJCTGM OWNSER PRIOR 10FAMPTION.
SCALE: 3/+,'� 14-4'
T.S. aX.
1/3 (FaL III* THICAM") PWCAN Muz
- P.C.PAHM Re!FLAN COKFDANlNQ To =60 REPORT F42". 'W GAEATHUIX M4* ��fto: MA&.
BEWHO AMOMMERM W MANKIFACTIAM. ALL KYWOM WALL CONFORM TO 140.
x � X01-61 r?"wr STAW140 P.S. t, ouNnuff ALOPM. WAILthd WALL 09 AO�
MI/ To
L3.3.3/1 JWVICA ON PLL". CONTRACTOR IS: To "Ll' I EMNSIA'FOW
- 6 OWITVATION OF P40F AM FLOM Dumvia's PRIOR to "st".
W1 3/S'0-.4*W.K.S,
A 2ew -
- 3' CM. $us /__ 5* CoNc. sum M. . TO e, MOCKED BY THE CONTRACTOR AND HE
-3A M&NY 0 O'mt �
W1Z-px3'-o*
to A K*-RKMNW TYM SEE WWMM FOR ADDITIONAL )WED.
ASMOXAM P"tcAsr PANELS.
F_ INSPECTIM,
DONELS
VIM ENGINEER TO TAXE Covkwrlc,4 TEST WITHIN GUILDINA AREA IN ALL
eft FILL AM". CONFACTION TO Of AS REWIRED 0V 40ILS $10CAT- 4091L&
—WEIAMED It
FOOTINGS
AN INDEPENDENT TESTrAn Lo Apmvo w THE: Aftnncr vALL vpscr
ASPHALT 0ONORET1. RUM AND WELDING AS FOV.OKS.
RE!ARCM CITY Of MTLA cOKME - WPM? AtW PLActoom vRtc* 'to PwjoA% TAKE s
A;Z
APPROVED MWERS PON EACH COMMU POUR. CYLINDERS To ff JESTED AT 7 ASO
MARCH.
24 CA". XUAM TWIN, IF RE*ARW.
SEE ELEVATION CHI THE START of WM Mo
Zto IT
F.C.PAREL,
FCR REM. ZUAL 3WED-,jOOCF ALL FIWWP#At
Kw M0114.
SEE
4E �Lwtoi
FM KV117.
W-.=.= M THE
1 A. . IN
041 Ift"! IM1164; PRACTICE ARC,
STAY KATE AW
--'l
TRADES AND Y;&--
OPWAL
DEJA I L gg
$ECTION H-_5
I'T IsKes. a
SCALE. 3/4'
INALL PROM9 RGINFORC.-ho 4 REQUIRED FOR "M KIAOD OF
Kifictse An oursom. uss sTROMBAW AS RwzArD AT WMEalve
PANEL WMM. CONTIMMI MW Ban" PANELS WO FOOT%MQS TO
to A K*-RKMNW TYM SEE WWMM FOR ADDITIONAL )WED.
ASMOXAM P"tcAsr PANELS.
F_ INSPECTIM,
VIM ENGINEER TO TAXE Covkwrlc,4 TEST WITHIN GUILDINA AREA IN ALL
eft FILL AM". CONFACTION TO Of AS REWIRED 0V 40ILS $10CAT- 4091L&
ENGINE" TO INIM Fammiat DUVAT tous MaR TO YMUO
FOOTINGS
AN INDEPENDENT TESTrAn Lo Apmvo w THE: Aftnncr vALL vpscr
ASPHALT 0ONORET1. RUM AND WELDING AS FOV.OKS.
RE!ARCM CITY Of MTLA cOKME - WPM? AtW PLActoom vRtc* 'to PwjoA% TAKE s
APPROVED MWERS PON EACH COMMU POUR. CYLINDERS To ff JESTED AT 7 ASO
24 CA". XUAM TWIN, IF RE*ARW.
SEE ELEVATION CHI THE START of WM Mo
Zto IT
4
FCR REM. ZUAL 3WED-,jOOCF ALL FIWWP#At
Kw M0114.
W-.=.= M THE
1 A. . IN
041 Ift"! IM1164; PRACTICE ARC,
STAY KATE AW
--'l
TRADES AND Y;&--
OPWAL
MON-70 ALL FMO CHARIGES. 4KJ ARWITnTUOAL !PA=.7 M.
FLOOR AND VAL QP19IM 6110111100 AW LCOATIONS. WALL
I'T IsKes. a
SECTION 7L
SCALE: '1/4* -
j-5 6
It"WIF.1b
Mr."Mun A
L 24X
a
ftyu
fWT-7501)
2Y4 CM —
TO 4m WIT
wAt" two
2x4l STIPnW
SECTION A-6
SCALE; :S/4* - 1* -.0'
I= PLAN>
W/ f,**#A* 11 W.1
lad'. (? 104
STM4
WEIZUSIMe .4-
1 11
1, - .-O.-N ��; vop.-'.. 24"-
(WED 4* 1,.,) Typ.
. 4'-(BRIED 4_ MIN.)
P.C.PANM—
mr
39. 4 111$.)
RE:Ptm
WC HNV
no
RE"FLAN
PU 'TER
SECT I ON E-
f
RE 0-4
RE:PLAM
1/4' It EA. SIDE
OLD
1/4
I
-2 RM 10d 4 4'
-LTT It SM* o 44al-
.2.4 41
W/fz" mm
4.6 LMCER
"led;.B. a 4a*-
UIN�l
(1124 SM to" a o -3A)
SE TION B S SECTION C-6
SCALE: 3/4* . 1'-0* SCALE: 3le - V -o*
plovocco �
CLS Z�
RE;
" E! SWE
::/4 0 to
T.3. COL—
III: PLm
6014�
31-QT--LQN K-6
SCALE: 3/4' . I' -o'
RE:PLAN 3
(14 'o"
WIM WOR . 41
P.C.PANEL
RE..KAN
CHORD TIE
Rz:KAN ELtV
EXTENC—
Z-JT sm
TO PARAPET
fg-T.
3.43 TIES 0 31W.
�07 VERT. m-
6-43 0 fret —
TWN All tics
OTHCR
f-.71
cw—
RUPLM
3.a TOP
W"12*0.6;W4.1348'�
4' It TYP.
FOR REFERENCE ONLY
DETAIL d
4'
4
1/4* IL EA. S;GE
4-r, YUU. VAR$
0 EA. PTUSrER
\-2t-3/4*MG IL
(ONE 4 CA, ?ILASTER)
RAM 03 0 TIM
12,
DETa, I L dd
SECTION Q-6
SCALE: 3/4' - 1'-0'
-10d 0 5*.t
1 -2.4 STIFFENER
I/WW-O*
SKE60 v RE:
L. . 2
WAW sloso HNM AJRL Zr'411 4
(RE:KAH FORIN RE!PLAN 7 (TIP.)
SIZE V! PM WAS mm rm.) CLO
Mm PLRLIN ol RE:P
(RE:PLAN)
PLAN "T
RE;PLAX
L AN
AN
RW SIDE-/ mh w .4 WIN
RE:PLAH,
SECTION F-0 SECTION G .. Z
SCALE: 3/4* l' -O' SCALE. 3/4' ECT I ON H-6 SECTION J-6
SCALE: 3/4' - c -v SCALE, 3/4' 1* --0'
(RC, PLM] 1 1/4'1�6 1A. 0
-him-
S'DC'.) Z-4
CAP, TOP
W/4,V4"0 Mll
200 STRAP a est". SEC'j P.C�FANEL
Cat" a I/Z- "I. -PLAN E.I.Enco it
r- CLS OLD
RE. PLAN TYP IA; RE., PLAN
1/4 =a
- ST..
61 STAN.
ND WMO RE;PLAN FACE OF z'
WAIW-%N mm P.C.
HM THIS DID
RE
RE.
I IL EA SIDE 1/2 so
REILAN 14MDR rA. Pe I i - -1
w
3/4' ORD 9 RE:PLAN 1. P.C.PANCL
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Bill Rambo
From: Paul Wicoff <Paul.Wicoff@bcei.com>
Sent: Thursday, December 20, 2018 8:31 AM
To: Bill Rambo
Subject: EdgeConneX Permit Fees
MIR
Thanks for the call yesterday regarding the cost of work on the existing permit applications vs the new scope. Here is a
breakdown on the new scope costs:
;OK Building permit: New cost total - $1,870,000 (increase of $195,000)
Mechanical permit: New cost total - $365,000 (increase of $90,000)
Please let me know if there is anything else you need to assess the revision fees.
Thanks,
Paul Wicoff, P.E.
F-1
10400 Rodgers Road
Houston, TX 77070
(281)374-8644
Cell: (617)939-1661
paul.wicoff@bcei.com
CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click
links from an unknown or suspicious origin.
RECEIVED
CITY OF WKWILA
DEC 2 0 2018
PERMIT CENTER
1
City of Tukwila Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
August 21, 2018
Travis Fort
10400 Rodgers Road
Houston, Texas 77070
RE: Request for Extension #3
Permit Number D16-0253
Dear Mr. Fort,
This letter is in response to your written request for extension for Permit D16-0253. TheBuilding
Official, Jerry Hight, has reviewed your letter and considered your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permit through March 12, 2019.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
Rachelle Ripley
Permit Technician
File: Permit No. D 16-0253
Tukwila City Hall - 620OSouthcenter Boulevard -Tukwila, WA 98188 - 206-433-1800 -, Website:TukwilaWA.goV_
i3cEl
C.
VRR FCOMPUTER ENVIRONMENTS. IN q
August 7, 2018
Attn: Mr. Jerry Hight
Re: Permit Application No. D16-0253
EDGECONNEX
3425 S 116 ST
Dear Mr. Hight,
I am writing this letter to request an extension for this DEVELOPMENT permit application. The
reason for this request is our customer is waiting on their client to sign so they can start the build.
This has caused the delay in the start of construction.
Please review this information and feel free to contact me with any questions. I may be reached
any time by cell phone (713) 775-9349 or email travis.fort@bcei.com.
Regards,
Travis Fort, PE
Burr Computer Environments, Inc.
I-- ) Request for Extensio.- # i�—
Current Expiration Date:
Extension Request:
Approved for days
El Denied (provide explanation)
'T
Signature. initials
10400 Rodgers Road
Houston, Texas 77070
Office: (281) 374-8644 Fax: (281) 374-8992
Page I of I
R E C E 1 V:-:�'D
CITY OF TUKWILA
AUG 0 9 2018
PERMIT CENTER
8/1/2018
City of Tukwila Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
TRAVIS FORT
10400 RODGERS RD
HOUSTON, TX 77070
RE: Permit No. D 16-0253
EDGECONNEX
3425 S 116 ST
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 9/12/2018.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 9/12/2018, your permit will become null and void
and any ftirther work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
P It V1 ..
Ra4chee Ripley
Permit Techniciyan,
File No: D 16-0253
6300 Southcenter Boulevard Suite #100 9 Tukwila, Washington 98188 * Phone 206-431-3670 9 Fax 206-431-3665
C 0
itv of Tukwila
Department of Community Development - Jack Pace, Director
March 12, 2018
Travis Fort
Burr Computer Environments, Inc
10400 Rodgers Road
Houston, TX 77070
RE: Request for Extension #2
Permit Number D16-0253
Dear Mr. Fort,
A(lan Ekberg, Mayor
This letter is in response to your written request for an extension to Permit D16-0253. TheBuilding
Official, Jerry Hight, has reviewed your letter and considered your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permit through September 12, 2018.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
VaAchelle 'Z�Ipley F111
Permit Technician
File: Pennit No. D 16-0253
Tukwila City Hall - 6200 Southcenter Boulevard - Tukwila, WA 98188 - 206-433-1800 - Website: TukwilaWA.gov
March 5, 2017
Attn: Mr. Jerry Hight
Re: Permit Application No. D16-0253
EDGECONNEX
3425 S 116 ST
Dear Mr. Hight,
FiECEIVED
CiTY OF TUKWILA
VAR 0 7 2018
;PERMIT CENTER
I am writing this letter to request an extension for this DEVELOPMENT permit application. The
reason for this request is our customer is waiting on their client to sign so they can start the build.
This has caused the delay in the start of construction.
Please review this information and feel free to contact me with any questions. I may be reached
any time by cell phone (713) 775-9349 or email travis.fort@bcei.com.
Regards,
7V
Travis Fort, PE
Burr Computer Environments, Inc.
I Request for Extension #
Current Expiration Date:
Extension Request: Kd
Approved for __/_ days
Denied (provide explanation)
Signature/lnitials
10400 Rodgers Road
Houston, Texas 77070
Office: (281) 374-8644 Fax: (281) 374-8992
Page I of I
2/1/2018
TRAVIS FORT
10400 RODGERS RD
HOUSTON, TX 77070
RE: Permit No. D 16-0253
EDGECONNEX
3425 S 116 ST
Dear Permit Holder:
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 3/12/2018.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 3/12/2018, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
C#helle4R ley
Permit Technician
File No: D 16-0253
6300 Southcenter Boulevard Suite #100 a Tukwila, Washington 98188 o Phone 206-431-3670 o Fox 206-431-3665
8/1/2017
City of Tukwila
Allan Ekberz, Mavor
Department of Community Development Jack Pace, Director
TRAVIS FORT
10400 RODGERS RD
HOUSTON, TX 77070
RE: Permit Application No. D 16-0253
EDGECONNEX
3425 S 116 ST
Dear TRAVIS FORT,
In reviewing our current application files, it appears that your permit applied for on 9/15/2016, has not been issued by the City of
Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or
National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become
null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 9/15/2017.
If you still plan to pursue your project, you are hereby advised to do one of the following:
1) If the plan review is complete for the project and your application is approved, you may pick up the application before
the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days.
-or-
2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the
expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your
application.
The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension
request is granted, you will be notified by mail.
In the event that we do not receive your written request for extension or request is denied, your permit application will expire and
your project will require a new permit application, plans and specifications, and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Ra*chele
ermlt Te
File No: D16-0253
6300 Southcenter Boulevard Suite #100 9 Tukwila Washington 98188 e Phone 206-431-3670 a Fax 206-431-3665
Addendum Number 1 Gensler
Project EdgeConnex Seattle, WA Data Hall 2 Date 07/26/2017
Project Location 3425 S 116th Street Architect's Project Number 27.6699.045
Tukwila, WA 98186
Owner / Client Burr Computer Environments, Inc.
File 6A Thisispage 1 of
To City of Tukwila Attention Department of Community
Development
Address 6300 Southcenter Boulevard, Suite #100
city Tukwila State WA Zip 98188
Code
Delivered via: El Messenger ED Hand carried 0 Facsimile
[I Express 0 Pick-up 0 E-mail Address
0 Mail 0 UPS El Website Address
This Addendum will become part of the Contract Documents. The Contractor shall promptly inform subcontractors and all others performing or supplying
any of the Work of all relevant contents of this Addendum. In case of conflicting provisions with previous addenda or communications, provisions in this
Addendum supersede only those conflicting issues. It is the responsibility of the Contractor to notify all subcontractors from whom it accepts bids of all
changes in the drawings and specifications covering this project. Receipt shall be acknowledged by inserting the addendum number and its date in the
bid form.
Distribution
Prepared by Gensler Mary Ellen Kerr Date Signed 07/26/2017
by
Instructions / Description / References / Dates
The following list describes changes made to Issue for Permit Architectural drawings which make up Revision 1:
Plan Check/Permit Number: D16-0253
AOO.20 - SCHEDULES
1. Door schedule: added new doors 128 and 130; added existing doors 125A and 128A to schedule
2. Modified hardware groups 103 and 109
AOO.60 - LIFE SAFETY PLAN RE CE IV HE D
1. Equipment and caging shown on plan CITY OF TUKWILA
2. Added client requested walls and doors at new IT room
3. Added 4 exit signs JUL 2 7 2017
A02.01 - CONSTRUCTION PLAN
1. Added IT -2 room and wall with pair of doors separating Staging and <E> Stagin'OERMIT CENTER
2. Flipped pre -action room door to swing in the direction of egress
3. Moved raised floor stair South at MECH-7 and extended area of raised floor
4. Revised equipment layout and cage shown on plan
5. Revised origin point of raised access floor grid to Northwest corner of Data Hall 2
6. Added Sheet Note 22 and referenced on plan RENISIONNO.-
7. Existing exit doors 125A and 128A tagged on plan and added to door schedule
A04.01 - REFLECTED CEILING PLAN
1. Changed ceiling type at Data Hall 2 from CLO1 to CL02
2. Adjusted ceiling grid to align with new floor grid orientation, and adjusted locations of perforated ceiling
panels per new equipment layout
3. Modified light fixture types and layout at Data Hall 2, Vestibule, and Entry CORRECTION
4. Added ceiling and fixtures in new IT -2 Room 130
5. Raised Vestibule 125 ceiling height from 9'-0" to 10'-0" AFF LTR#
6. Added 4 exit signs
A05.01 - FINISH PLAN
AD012313 D 4
\\gensier.ad\pmjects\27\27.6699.045\d�ume,tation\S - design & spedfiWions\51- —1-11-
5420 1_133 Freeway
Suite 1100
Dallas TX 75240
Tel: +1214.273.1500
Fax: +1 214.273.1505
Addendum Number 1
continued
Gensler
Project EdgeConnex Seattle, WA Data Hall 2 Date 07/26/2017
Project Location 3425 S 116th Street This is page 2 of
Tukwila, WA 98186
1. Finishes at Entry 126 changed from PT03/RB02 to PT01/RB01 and CP01 to TLO1
2. Sheet Note 04 references and wall elevation changed from Data Hall 2 South wall to Data Hall 2 North wall
3. Finishes added to new IT -2 Room 130
4. Sheet Note 03 referenced at all exposed ceiling areas
5. Floor finish transition referenced between Entry and MECH-7
6. Sheet Note 12 added and referenced on plan to paint columns PT03
7. Sheet Note 13 added and referenced on plan to provide signage on fire rated walls
8. Wall protection PF01 terminated at new wall separating Staging 128 and <E> Staging 115, respective finish
tags revised accordingly
9. Sheet note 01 referenced at outside corners in Electrical Room 121 and <E> Landing 103
10. Room sign added to schedule for IT -2
A11.00 - ELEVATIONS
1. Modified server wall elevation per revised server equipment layout
Al2.10 - DETAILS
1. CL02: changed Spec to Tate Grid structural ceiling system and Rockfon acoustical panels and perforated
panels
2. PT05: added "NOTES: DRYFALL PAINT AT EXPOSED CEILING AREAS, REFER TO FINISH PLAN AND RCP"
3. PF01: raised extents of wall protection from 8'-2" to 9'-2" high
4. Added details 2 and 3 to sheet
AD012313
\\ge,sler.ad\proje�\27\27,6699.045\d�me,tatim\S - design & spedfications\Scd - wnstrucUon d-umen�\20170725 - addendum I\adI70725mU�
5420 LBJ Freeway
Suite 1100
Dallas TX 75240
Tel: +1 214.273.1500
Fax: +1 214.273.1505
ON of Tukwila
Department of Community Development - Jack Pace, Director
March 24, 2017
Travis Fort
10400 Rodgers Road
Houston, TX 77070
RE: Request for Application Extension #1
Permit Number D16-0253
Dear Mr. Fort,
Allan Ekberg, Mayor
This letter is in response to your written request for an extension to Application Number D 16-0253. The
Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permit through September 15, 2017.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
V9Rachelle Riple
Permit Technician
File: Permit No. D 16-0253
Tukwila City Hall - 6200 Southcenter Boulevard - Tukwila, WA 98188 - 206-433-1800 , Website: TukwilaWA.gov
fErCIEI
st
URR COMPUTER ENVIRONMENTS. INC
March 10, 2017
Attn: Mr. Jerry Hight
Re: Permit Application No. D16-0253
EDGECONNEX
3425 S 116 ST
Dear Mr. Hight,
I am writing this letter to request an extension for this DEVELOPMENT permit application. The
reason for this request is our customer is waiting on their client to sign so they can start the build.
This has caused the delay in wanting to pick-up the permit due to not having a construction start
date confirmed.
Please review this information and feel free to contact me with any questions. I may be reached
any time by cell phone (713) 775-9349 or email travis.fort@bcei.com.
Regards,
RECEIVED
CITY OF TUKWILA
MAR 15 2017
Travis Fort, PE PERMIT CENTER
Burr Computer Environments, Inc.
Request fo.- Extension #
Current Expiration Date:
Extension Request:
YApproved for days
Denied (provide explanation)
Signature/Initials.
10400 Rodgers Road
Houston, Texas 77070
Office: (281) 374-8644 Fax: (281) 374-8992
Page I of I
2/1/2017
City of Tukwila Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
TRAVIS FORT
10400 RODGERS RD
HOUSTON, TX 77070
RE: Permit Application No. D 16-0253
EDGECONNEX
3425 S 116 ST
Dear TRAVIS FORT,
In reviewing our current application files, it appears that your permit applied for on 9/15/2016, has not been issued by the City of
Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or
National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become
null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 3/15/2017.
If you still plan to pursue your project, you are hereby advised to do one of the following:
1) If the plan review is complete for the project and your application is approved, you may pick up the application before
the date of expiration. At the time of permit issuance the expiration date 'will automatically be extended 180 days.
-or-
2) If the plan review is not completed submit a written request for application extension, (7) seven days in advance of the
expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your
application.
The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension
request is granted, you will be notified by mail.
C, .
In the event that we do not receive your written request for extension or request is denied, your permit application will expire and
your project will require a new permit application, plans and specifications, and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Rachelle Ripley
Permit Technician
File No: D16-0253
6300 Southcenter Boulevard Suite #100 * Tukwila Washington 98188 * Phone 206-431-3670 * Fax 206-431-3665
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
October 06, 2016
TRAVIS FORT
10400 RODGERS RD
HOUSTON, TX 77070
RE: Correction Letter # I
DEVELOPMENT Permit Application Number D 16-025 3
EDGECONNEX - 3425 S 116 ST
Dear TRAVIS FORT,
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
0
BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size I I x 17 to maximum size of 24x36; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the sea]/stamp, signature of
the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature.
S . pecifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp,
signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a
bound specification document that contains specifications other than that of an engineering or land surveying
nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is
responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed;
Front page only will be sufficient. (WAC 196-23-010 & 196-23-020)
(BUILDING REVIEW NOTES)
1. Sheet S2.0 detail #4 in the detail refers to "See A-26 & A-27". Please provide the details or show a key reference
to a sheet where it can be located. It is assumed the details will specify epoxy anchorage with special inspections.
2. Provide special inspections for the masonry, and epoxy bolt applications. Include special inspections for the
access floor system. Statement of special inspections shall be provided on the structural plan sheet.
(IBC1705.4, 1705.12.5.1, 1705.12.5)
Note: This permit plan review may not be complete as revised plans may require further corrections.
PLANNING DEPARTMENT: Max Baker at 206-431-3683 if you have questions regarding these comments.
Provide documentation that the proposed mechanical yard including the outside generators meet the city's noise
decibel levels. Refer to TMC 8.22 for detailed noise code and exemptions allowed for testing. If the generators are
going to be operating other than during testing then the maximum noise level allowed in the industrial zone is 65
dBA. An acoustic wall or other barrier may be required to comply with the City's noise code.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
6300 Southcenter Boulevard Suite #100 * Tukwila Washington 98188 9 Phone 206-431-3670 9 Fax 206-431-3665
In order to better expedite your resuon-tittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail
or by a messenger service.
If you have any questions, I can be reached at (206)433-7165.
Sincerely,
Rachelle Ripley
Permit Technician
File No. D16-0253
6300 Southcenter Boulevard Suite #100 9 Tukwila Washington 98188 a Phone 206-431-3670 e Fax 206-431-3665
PERMIT COORD COFf
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: Q16�,0253
PROJECT NAME: EDGECONNEX
SITE ADDRESS: 3425 S 116 ST
Original Plan Submittal
DATE: 1/23/19
Revision 4 before Permit Issued
Response to Correction Letter # X Revision # 3 after Permit Issued
DEPARTMENTS:
n\j
Building Division
4 1�c fio r kks
k -M W
Fire PreventioiMAI
Structural El
MV) �k
Planning Divisio�),
Permit Coordinator a
PRELIMINARY REVIEW: DATE: 1/31/19
Not Applicable F-1 Structural Review Required
(ho approvallreview required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR COPMECTIONS: DUE DATE: 2/28/19
Approved 1:1 Approved with Conditions F-1
Corrections Required F] Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg E) Fire 0 Plng PW E] Staff Initials:
12/18/2013
PERMIT COORD COK,
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0253 DATE: 12/4/18
PROJECT NAME: EDGECONNEX
SITE ADDRESS: 3425 S 116 ST 133
Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # X Revision # 2 after Permit Issued
DEPARTMENTS:
-1k
AT- H D-=-� -Lu 7* 0
Building Division r Fire Prevention
) � & NA — a�,(�
Public Works iw Structural
PRELIMINARY REVIEW:
Not Applicable El
(no approvallreview required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
f, 4,,,, y F, A)IA I X-� - j 6
Planning Division it
Permit Coordinator a
DATE: 12/06/18
Structural Review Required
DATE:
DUE DATE: 1/03/19
Approved with Conditions F-1
Denied F-1
(ie.- Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg Ej Fire E] Plng F1 PW El Staff Initials:
12/1812013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0253
DATE: 07/31/17
PROJECT NAME: EDGECONNEX
SITE ADDRESS: 3425 S 116TH ST
Original Plan Submittal X Revision # 1 before Permit Issued
X Response to Correction Letter # 1 Revision # after Permit Issued
DEPARTMENTS:
A*T Aw b V I
Building Division
& ow 0111
l,c Works 10
PRELIMINARY REVIEW:
Not Applicable F-1
(no approvallreview required)
REVIEWER'S INITIALS:
A -M 0 ��1111
Fire Prevention 01
Structural F-1
MzA-Y'�> 0
Planning Division
Permit Coordinator 1:1
DATE: 08/01/17
Structural Review Required
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 08/29/17
Approved 1:1 Approved with Conditions Xf
Corrections Required F]
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied El
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg E] Fire E] Ping PW E] Staff Initials:
In
12/18/2013
'PERMIT COORD COPY-�
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0253
PROJECT NAME: EDGECONNEX
SITE ADDRESS: 3425 S 116 ST
X Original Plan Submittal
Response to Correction Letter #
DATE: 09/15/16
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
Planning Division
-k- OW -P
Building Division krlev)eWntion C
160 09014�
Public Wy� Structural Permit Coordinator 1K
PRELIMINARY REVIEW: DATE: 09/20/16
Not Applicable F-1
(no approvallreview required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Structural Review Required 1:1
DATE:
DUE DATE: 10/18/16
Approved 1-1 Approved with Conditions F-1
Corrections Required N7— Denied F-1
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: BidgjKr Fire 0 PIng PK PW Staff lnitials-.K�
12/18/2013
City of Tukwila
Departm en t of Com m u n ity Developm en t
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: hqp://www.TukwilaWA.gov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date: 01/11/2019 Plan Check/Permit Number: D16-0253
F1 Response to Incomplete Letter #
F1 Response to Correction Letter #
nx Revision # 3 after Permit is Issued
Revision requested by a City Building Inspector or Plans Examiner
Deferred Submittal #
Project Name: EdgeConneX
Project Address: 3425 S 116th St
Contact Person: Paul Wicoff Phone Number: 617-939-1661
Summary of Revision:
GO.0 - Updated sheets in drawing index.
AOO.20 -Updated door schedule. Added doors 115,12113 128,135. Door type "H" added. Doorremark
descriptions L&M added.
AOO.50 - Mechanical yard #136 and associated fencing/bollards deleted from site plan.
AOO.60 - Room IT -2 #128 relocated. Pre -action Room #127 deleted. Arrangement of walls, doors, fire
exinguisers, and exit signage modified at rooms Storage #121, Corridor #135, Staging #115, and Conference
Room #132. Exit route A-A'and A-13' modified due to room configuration updates. Exit route lengths updated
on Exit Schedule.
A01.01 - Sheet note 06 added at single door at plan north side of area of work.. Existing dock door identified
to remain, sheet note 07 added.
SheetNumber(s): GO.0,AOO.20,AOO.50,AOO.60,AO1.01,AO2.00,AO2.01,AO4.01,AO5.01,A11.00,Al2.01
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: 3S RECEIVED
CITY ()F I U ILA
Entered in TRAKiT on JAN 2 3 2019
PERMIT CENTER
W:\Pcrrnit Center\TerrTplates\Forms\Revision Submittal Form.doc
Revised: August 2015
Summary of Revisions (continuL
A02.00 - Room configuration changes affecting IT -2 Room #128, Storage #121, Corridor #135, Staging #115,
and Conference Room #132. Pre -action Room #127 deleted. Mechanical Yard #136 deleted.
A02.01 - Dock door #115 shown existing to remain. Room configuration changes affecting IT -2 Room #128,
Storage #121, Corridor #135, Staging #115, and Conference #132. Pre -action Room #127 deleted.
Mechanical Yard #136 deleted. Fire extinguisher locations, wall tags, dimensions, updated accordingly.
elevation deleted at Conference #135. Wire mesh partition added at data hall 2 #120. Sheet note 24 added.
A04.01 - Skylight infills added above data hall. Ceilings, lighting and exit signage modified in accordance
with room configuration changes at IT -2 Room #128, Storage #121, Corridor #135, Staging #115, Conference
#132. Pre -action Room #127 deleted.. Ceiling height at Data Hall 2 #120 changed to 13'-0" aff. Ceiling
height at Vestibule #125 changed to 9'-4"aff . Drop ceiling added at Janitor room #129. Existing skylight
locations added throughout area of work. Sheet note 07 was edited to reference skylight detail 8/Al 2.01.
A05.01 - Room configuration changes affecting finishes at IT -2 Room #128, Storage #121, Corridor #135,
Staging #115, and Conference #132. Room #115 added to Room Sign Schedule.
Al 1.00 - Detail 04 deleted.
Al 2.00 - Detail 8 added.
D I (o- 0 z S", 3
RECEIVED
CITY OF TUKWILA
JAN 2 3 20f9
'ERNT CENTER
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.Rov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date: 11/12/2018 Plan Check/Permit Number: D16-0253
Response to Incomplete Letter #
Response to Correction Letter # RECEIVED
Rx Revision# 2 after Permit is Issued CITY OF WKWIL4,
R Revision requested by a City Building Inspector or Plans Examiner DEC 0 4 2M
F-1 Deferred Submittal #
PERMIT CENTER
Project Name: Edgeconnex
Project Address: 3425 S 116th St
Contact Person: Paul Wicoff Phone Number: 617-939-1661
Summary of Revision:
GO -0 - Updated project square footage, egress occupancy counts.
AOO.20 - Updated Door schedule.
AOO.50 - Updated area of work square footage.
AOO.60 - Updated life safety plan to show new room layout.
A01.01 - Updated Demolition plan to show additional existing walls and exterior door to be removed.
A02.01 - Updated construciton plan to include new room layout (stroage, restrooms, conference, vestibule,
security).
A04.01 - Updated RCP to accomodate new room layout.
A05.01 - Updated finish plan to pickup new rooms.
At 1.00 - Entire sheet added.
Al 2.00 - Added Details 9, 10, 11, 12 for wall construction. Edited partition types on details 1 and 5.
Q1. Go.0,AOO.20,AOO.50,AOO.60,Aol.01,AO2.01,AO4.01,AO5.01,All.00,Al2.00,Al2.01,AI2.10,Sl.O
Sheet Number(s,.
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: �� W- (—V
tD— Entered in TRAMT on
MW
WAPermit CenterWeniplatesTorms\11evision Submittal Form.doc
Revised: August 2015
Date:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: hqp://www.TukwilaWA.P-ov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
07/26/2017 Plan Check/Permit Number: D16-0253
Response to Incomplete Letter #
Response to Correction Letter #
Revision # 1— after Permit is Issued
F] Revision requested by a City Building Inspector or Plans Examiner
n Deferred Submittal #
Project Name: Edgeconnex
Project Address: 3425 S 116 St
Contact Person: Travis Fort
Summary of Revision:
Phone Number: 713-7759349
1. Detail 4/S2.0 has been revised to remove the calculation references as noted on the
plan check comments. In addition, the post installed anchors have been identified to
to require special inspection.
2. Additional notes have been provided on S2.0 for design criteria and special inspection
reauirements. In addition, details outlinina the CMU infill have also been Drovided. The
access floor system is not by VLMK, but as a courtesy we have shown it as a deferred
submittal.
- Planning Department response: The stand-by generators only operate for monthly testing
on the 2nd of every month from 7:00-7:30a.m. Per TMC 8.22.110 these generators are exempt.
- Please see attached narrative for summary of architectural revisions.
Sheet Number(s): AOO.20, AOO.60, A02.01, A04.01, A05.1, Al 1.00, Al2,10, S1.0, S2.0
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: biltk RECEIVED
4 CITY OF WILA
1� Entered in TRAKiT on -1 - /w - 1-1
W:\Permit Center\Templates\Fonns\Revision Submittal Form.doc
Revised: August 2015
JUL 2 8 2017
PERMIT CENTER
BURR COMPUTER ENVIRONMF T. T TS INC
A^ Washington State Department of
"Labor & Industries
Page I of 2
Home I'Spahol Contact I
A-Zlridex Help My L'u
Safety & Health Claims & Insurance Workplace Rights Trades & Licensing
I BURR COMPUTER ENVIRONMENTS INC I
Owner or tradesperson 10400 RODGERS ROAD
HOUSTON, TX 77070
Principals 281-374-8644
BEAVER, CHARLES EMMETT 111, PRESIDENT
BEAVER, CHARLES EMMETT JR, VICE
PRESIDENT
FRANK, TIMOTHY DAVID, TREASURER
BURR, RICHARD WAYNE, CHIEF
EXECUTIVE OFFICER
BURR, KURT N, SECRETARY
(End: 09/06/2011)
CARDER, DOUGLAS G, TREASURER
(End: 09/06/2011)
Doing business as
BURR COMPUTER ENVIRONMENTS INC
WA UBI No Business type
602065382 Corporation
Governing persons
CHARLES
BEAVERIII
RICHARD BURR;
CHARLES E BEAVER JR;
TIMOTHY FRANK;
ILicense I
Verify the contractors active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
................. . ..
Meets current requirements.
License specialties
GENERAL
License no.
BURRCE1005PP
Effective — expiration
11/06/2000— 08/18/2019
Bond
TRAVELERS CAS & SURETY CO
$12,000.00
Bond account no,
061S103188827BCM
Received by L&I
Effective date
06/27/2002
05/24/2002
Expiration date
Until Canceled
Insurance Help us improve
https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602065382&LIC=BURRCEIOO5PP&SAW= 9/13/2017
BURR COMPUTER ENVIRONMENTS INC
Valley Forge Ins Co $1,000,000.00
Policy no.
6012852796
Received by L&I
06/28/2017
Effective date
06/30/2014
Expiration date
06/30/2018
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
46 * "I a' 6 1 t s * 'a" g**'a' I In' s"t, t I h I I e I'll b I o I n I d I'll o 11 r - s 11 a I v i 11 n I gs accounts during the previous 6 year period.
L&I Tax debts
No ... L& I tax d, iebts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
N6,ficerise violations during the previous 6 year period.
I Workers"comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums
L&I Account I D
622,148-00
I., ..... .......
Account is closed.
Doing business as
BURR COMPUTER ENVIRONMENTS INC
Estimated workers reported
NIA
L&I account contact
T5 / MELISSA VEST (360)902-5613 - Email: VESM235@lni.wa.gov
I Public Works Strikes and Debarments I
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
No,iiiike"s h'a v e, be'en issued against this contractor.
Contractors not allowed to bid
Nod6biir iiirifi'iii�6 be6hlisiiijed against this contractor.
IWorkplace safety and health I
No inspections during the previous 6 year period.
Q Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington.
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I
REVISIONS
No chanaes snaii oe niaoe to the scope
of Work witnout pnor aporoval of the
Tukwila Building Division.
NOTE: Revisions will require a new plan
submittal and may include additional ian review.
p
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
4
01/11/2019
Revision 3
REVIEWED FOR
CODE COMPLIANCEJ!,'
APPROVED
JAN 3 0 2019
MAR 0 8 2019
'rUKWIIL4
W'61i',�'
City of TUE!
[.�UILDING DIVISION,
SHEET TITLE ca
COVER cc
Scale:
CD
M
W
W
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 27.6699.
045 WCO'k 0 V LE R Ul
CR
L@ 2018 Gensler
186 PERSONS
occu CY.
(16212) 93 MALE 93 FEMALE
2015 UNIFORM PLUMBING CODE TABLE 422.1 GROUP B OCCUPANCY:
WATER CLOSETS (FIXTURES PER PERSON)
MALE FEMALE
Drawing
Number
Drawing Name
Current
Revision
Current
Revision
Date
Current Revision Description
01 -GENERAL
GOO.00
DRAWING INDEX
4
01/11/2019
Revision 3
GOO.10
ABBREVIATIONS, GRAPHIC SYMBOLS, & GENERAL
NOTES
-
9/912016
Issue for Permit
02 ARCHITECTURAL
AOO.20
SCHEDULES
4
01/11/2019
Revision 3
AOO.30
PROJECT SIGNAGE
-
9/9/2016
Issue for Permit
AOO.40
MOUNTING LOCATIONS
9/9/2016
Issue for Permit
AOO.50
SITE PLAN
4
01/11/2019
Revision 3
AOO.60
LIFE SAFETY PLAN
4.
01/11/2019
Revision 3
AOO.80
RATED ASSEMBLIES
9/9/2016
Issue for Permit
A01.01
SELECTIVE DEMOLITION PLAN
4
0 1 /11/2019
Revision 3
A02.00
OVERALL CONSTRUCTION PLAN
4
01/11/2019
Revision 3
A02.01
CONSTRUCTION PLAN
4
01/11/2019
Revision 3
A04.01
REFLECTED CEILING,PLAN
4,
01/11/2019
Revision 3
A05.01
FINISH PLAN
4
01/11/2019
Revision 3
Al 1.00
ELEVATIONS
4
01/1112019
Revision 3
Al2.00
PARTITION TYPES
2
11/16/2018
Revision 2 (3),
Al2.01
PROJECT SPECIFIC
4
01/11/2019
Revision 3
Al2.10
DETAILS
2
11/16/2018
Revision 2 (3)
Al2.50
RAISED FLOOR DETAILS
9/9/2016
Issue for Permit
Al2.51
ISEISMIC DETAILS
9/9/2016
Issue for Permit
03 STRUCTURAL
S1.0
HVAC SUPPORT FRAMING PLAN
2
1 11/16/2018
iRevision.2(3)
S2.0
HVAC SUPPORT FRAMING DETAILS
2
11 /16/2018
Revision 2 (3).
04 -ELECTRICAL
EO.1
ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONS
2
11/16/2018
Revision 2 (3)
EO.2
ELECTRICAL SPECIFICATIONS
2
11/16/2018
Revision 2 (3)
EO.3
ELECTRICAL SPECIFICATIONS
2
11/16/2018
Revision 2 (3)
El.lA
ELECTRICAL ONE -LINE DIAGRAM EXISTING
2
11/16/2018
Revision 2 (3)
E1.113
ELECTRICAL ONE -LINE DIAGRAMNEW
2
11/16/2018
Revision 2 (3)
E1.2A
ELECTRICAL GROUNDING ONE -LINE DIAGRAM DH1
2
11/16/2018
Revision 2 (3)
E1.213
ELECTRICAL GROUNDING ONE -LINE DIAGRAM DH2
2
11/16/2018
Revision 2 (3)
E2.1
ELECTRICAL POWER PLAN
2
11/16/2018
Revision 2 (3)
E2.2
ELECTRICAL LIGHTING PLAN
2
11/16/2018
Revision 2 (3)
E2.3
ELECTRICAL GROUNDING PLAN
2
11/16/2018
Revision 2 (3)
E2.4
ELECTRICAL CONDUIT PLAN
2
11/16/2018
Revision 2 (3)
E2.5
ELECTRICAL ROOF PLAN
2
11/16/2018
Revision 2 (3)
E3.1
ELECTRICAL DETAILS
2
11/16/2018
Revision 2 (3)
E3.2
ELECTRICAL DETAILS
2
11/16/2018
Revision 2 (3)
E3.3
ELECTRICAL DETAILS
2
11/16/2018
Revision 2 (3)
E3.4
ELECTRICAL DETAILS
2
11/16/2018
Revision 2 (3)
E4.1
ELECTRICAL SCHEDULES
2
11/16/2018
Revision 2 (3)
E4.2
ELECTRICAL SCHEDULES
2
11/16/2018
Revision 2 (3)
E4.3
I ELECTRICAL SCHEDULES
�2
11/16/2018
Revision 2 (3)
05 -MECHANICAL
MO.1
MECHANICAL SYMBOLS, NOTES, SPECIFICATIONS,
& SCHEDULES
2
11/16/2018
Revision 2 (3)
M1.1
MECHANICAL DEMOLITION PLAN
2
11/16/2018
Revision 2 (3)
M2.1
MECHANICAL PIPING PLAN
2
11/16/2018
Revision 2 (3)
M2.2
MECHANICAL ROOF PLAN
2
11/16/2018
Revision 2 (3)
M3.1
MECHANICAL DUCTWORK PLAN
2
11/16/2018
Revision 2 (3)
M7.1
MECHANICAL SECTIONS AND DETAILS
2
11/16/2018
1 Revision 2 (3)
M7.2
MECHANICAL SECTIONS AND DETAILS
2
11 /16/2018
Revision 2 (3)
06 -PLUMBING
PO.1
PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS &
DETAILS
2
11/16/2018
Revision 2 (3)
Pl.1
PLUMBING DEMOLITION FLOOR PLAN
2
11/1612018
Revision 2 (3)
P2.1
PLUMBING WASTE AND VENT PLAN
2
11 /16/2018
Revision 2 (3)
P2.2
PLUMBING DOMESTIC WATER PLAN
2
11 /16/2018
Revision 2 (3)
07 -FIRE PROTECTION
FO.1
FIRE PROTECTION NOTES, SPECIFICATIONS &
DETAILS
2
11/16/2018
Revision 2 (3)
F2.1
FIRE PROTECTION SPRINKLER PLAN
2
11/16/2018
Revision 2 (3)
01
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
4
101/11/2019TRevision
3
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 0 8 2019.:
City of Tukwila
BUILDING DIVISION,
SHEET NO:
DRAWN:
REVIEW: 64% Alk Aft ldft
MrM
PROJECT NO.: 2.7.6699.045 0 U U
@ 2018 Gensler
I AL -I L-11 I W I I VILAIL.RWIN 1j1VnVV I 11%j U I I ULAN %jL_FV_FV"1 I L_ F-L-INIVII I
J -BOX 6" x 6"x 4"D, EC TO PROVIDE DOUBLE BOX ONE WITHIN
PARTITION TO RECEIVE CONDUIT. THE OTHER SURFACE
MOUNTED TO ALLOW CONDUIT OR OPEN CABLE CONVEYANCE.
OPEN CABLE TO MICRO & POWER SUPPLY
12'- 0" S — — _z_ 4 —
r I f CABLE TRAY ON OPPOSITE SIDE OF WALL
i _�
11'- 6" t-:4 — -
KIF (OPTIONAL)
L' ri
111- 0 ---------- % I -il-
------------ ILIL - - -ii -----
I 0'_� 6: EXIT -
SECURITY CAMERAS MOUNTED @ 10'- 0"
10'-0'-%
8' - 0" i k L ==F�
r__1 DOOR CONTACTS FOR DOOR PROP AND DOOR POSITION - BY SECURITY CONTRACTOR, EC
TO PROVIDE CONDUIT FROM FRAME TO J -BOX LOCATED ON SECURE SIDE. REFER TO
SECURITY CONTRACTOR PLAN FOR CONTACT LOCATIONS
EGRESS MOTION DETECTOR BY SECURITY CONTRACTOR, EC TO PROVIDE HORIZONTAL
6' TRIM RING OVER J -BOX WITHIN PARTITION LOCATED ON SECURE SIDE AS REQUIRED.
W I STROBE/HORN
61- 8"
INTERCOM DEVICE BY SECURITY CONTRACTOR, EC TO PROVIDE J -BOX W/ TRIM RING CAN SHARE CONDUIT
WITH EMERGENCY DOOR RELEASE. (OPTIONAL)
ELECTRIC HINGE EMERGENCY DOOR RELEASE BUTTON ON OPPOSITE SIDE OF WALL (IF REQUIRED) TO BE PROVIDED BY
BY GC SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION
5- 0" AND CONDUIT TO CARD READER J -BOX WITH STRING LOCATED ON SECURE SIDE.
ELECTRICAL LIGHT SWITCH.- ZONE
G
.'I
C
ELECTRII
41 - 0" LOCKSET BY—
G C
C
L LJ
LOCK ALARM BOMNIT
EPO SWITCH LOCATED ON SECUREPIDE (OPTIONAL)
DOORTOBE
MORTISED BY GC, CARD READER (ON OPPOSITE SIDE OF WALL) BY SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL TRIM
PANIC HARDWARE BY RING OVER SINGLE GANG BOX WITHIN PARTITION
GC WHERE REQUIRED
ELEC. STRIKE WITH CONDUIT TO SPLICE BOX ON SOME,
DOORS, REFER TO DOOR SCHEDULE
NOTE:
Name
Door
Frame
Assembly Rating
Hardware
Set
Remarks
Number
Location
Type
Dimensions
Material
Finish
Material
Finish
Fire
Rating
TempRise-
Smoke
Label
Width
Height
Thickness
115
STAGING
H
91-011
14'-O"l
13/411
GALV
PAINT
INSUL
SLAT
PAINT
N/A
SET 03
EXISTING. 1, L.
120A
DATA HALL 2
A
31-011
91-011
13/411
HM
PT05
HM
PT05
60 MIN
SET 105
B
120B
DATA HALL 2
B
61-011
91-011
13/4"
HM
PT05
HM
PT05
60 MIN
SET 102
B, G, H
120C
DATA HALL 2
A
31-011
91 - off
13/411
HM
PT05
HM
PT05
60 MIN
SET 105
B A2
121A
STORAGE
A
31-011
91-011
13/4"
HM
PT05
HM
PT05
60 MIN
SET105
121B)
STORAGE
B
61-011
81 - off
13/411
HM
PT05
HM
PT05
60 MIN
SET 103
M.
122
MECH5
B
6'- Off
91-011,
13/411
HM
PT05
HM
PT05
60 MIN
SET102
B, G, H
123A
MECH6
A
31-011
91-011
13/41'
HM
PT05
HM
PT05
60 MIN
SET105
B
-1 23B
MECH6
B
61 -Off
9 1-011
13/4 11
HM
PT05
HM
PT05
60 MIN
SET 102
B G, H
124A
MECH7
A
31-011
91-011
13/4"
HM
PT05
HM
PT05
60 MIN
SET 105
B
124B
MECH7
B
61 - on
91-_011
13/411
HM
PT05
HM
PT05
60 MIN
SET102
B, G, H
124C
MECH 7
A
31-011
9f off
13/411
HM
PT05
HM
PT05
60 MIN
SET 105
B
125A,
VESTIBULE
A
31-0"
7'-01'
13/411
ALUM.
ANOD
ALUM
ANOD
0 MIN
SET01
EXISTING DOOR AND FRAME CONTRACTOR TO CONFIRM
EXISTING CONDITIONS.
125B
VESTIBULE
A
31-011
91 - Off
13/4"
HM
PT05
HM
PT05
0 MIN
SET105
B
126A
STORAGE
A
31-011
91-011
13/411
HM
PT05
HM
PT05
60 MIN
SET105
B
126B
STORAGE
B
6'- Off
91-011
13/411
HM
PT05
HM
PT05
60 MIN
SET103
IT -2
A
3 _01#
9 _0111
13/4.1
HM
PT05
HM
PT05
60 MIN
SET105
129
JANITOR
A
39-01.1
81- Off
13/4"
HM
PT05
HM
PT05
OMIN'
SET106
130
WOMENS
A
31-011
81-0"
13/4"
HM
PT05
HM
PT05
0 MIN
SET 107
131
MENS
A
3 1-011
8'- 0 it
13/411
HM
PT05
HM
PT05
OL MIN
SET107
132
CONFERENCE
A
31 - 01!
81 - Off
13/411
HM
PT05
HM
PT05
0 MIN
SET 106
134
SECURITY
A
31 - on
8v - Off
13/411
PT05
HM,
PT05
0 MIN
SET105
B,
�351-011
�
STAGING
113
16
9 1-011
113/4 to
HM
PT05
HM
PT05
0 MIN
SET103
SECURITY CONTRACTOR TO PROVIDE AND INSTALL ALL HARDWARE AND DEVICES. EC TO
NOTES: SECURE SIDE OF DOOR COORDINATE. BOTH EC AND TENANT PROVIDE SECURITY CONTRACTOR. MECHANICAL YARD
1. ALL CONDUIT 3/4" MINIMUM PROVIDED BY EC PROVIDE TWO STRINGS AT EACH TERMINATION POINT UNLESS OTHERWISE APPROVED BY PROJECT MGR.
2. ALL PLENUM BOXES TO BE USED ABOVE CEILING AS REQUIRED.
3. CABLING AND LOW VOLTAGE WIRING BY SECURITY CONTRACTOR.
HARDWARE GROUPS
DOUBLE DOOR TYPICAL CO'NIDUIT REQUIREMEINTS COORDINATE LOCATIONS WITH SECURITY CONTRACTOR UNDER CONTRACT TO TENANT GROUP NO. I GROUP NO. 100
GROUP NO. 103 GROUP NO. 108
ELECTRIC PANIC DEVICE ELECTRIC CYLINDRICAL LOCKSET ELECTRIC CYLINDRICAL CLASSROOM LOCKSET ELECTRIC CYLINDRICAL LOCKSET
REFER TO SECURITY VENDOR DRAWING UNDER SEPERATE PERMIT DOOR PULL (IF REQD) ELECTRIC HINGE (ACTIVE LEAF) ELECTRIC HINGE
J -BOX 6" x 6" x 4"D, EC TO PROVIDE DOUBLE BOX ONE WITHIN ELECTRIC HINGE HINGES ELECTRIC HINGE (ACTIVE LEAF) HINGES
PARTITION TO RECEIVE CONDUIT. THE OTHER SURFACE HINGES (IF REQD) DOOR CLOSER W1 STOP ARM HINGES DOOR CLOSER W/ STOP ARM
CE MOUNTED TO ALLOW CONDUIT OR OPEN CABLE CONVEYANCE. CLOSER W/ STOP ARM (IF REQD) GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H FLUSH BOLT SET SEAL SET
OPEN CABLE TO MICRO & POWER SUPPLY SADDLE THRESHOLD (IF REQD) ALUMINUM SATIN FINSH DUSTPROOF STRIKE GAMUT KICK & MOP ARMOR PLATE 34"W X 46" H
12'. 0-50 r WEATHERSEALSET SEALSET DOOR CLOSER W1 STOP ARM ALUMINUM SATIN FINSH
- - - - - - -- CABLE TRAY ON OPPOSITE SIDE OF WALL
11'- 6' = - _ - I I CLOSER MOUNTING BRACKET SET WALL STOP
L, ri (OPTIONAL) SEAL SET (JAMBS & ASTRAGAL)
GROUP NO. 101
mr\ LATCH GUARD (OUTSWING)
111- on - - - - - - - - - - - - GROUP NO. 2 ELECTRIC CYLINDRICAL LOCKSET (ACTIVE LEAF)
ELECTRIC PANIC DEVICE (SMOKE SEALS AT RATED DOOR) SADDLE THRESHOLD (IF REQD)
ELECTRIC HINGE (ACTIVE LEAF)
10'- 6" DOOR SWEEPS GROUP NO. 109
SECURITY CAMERAS MOUNTED @ 10' - 0" DOOR PULL (IF REQD) HINGES
lot- 0" GAMUT KICK & MOP ARMOR PLATE 34"W X 46" H ELECTRIC PANIC DEVICES
ELECTRIC HINGE AUTO FLUSH BOLT SET ALUMINUM SATIN FINSH
HINGES (IF REQD) DOOR PULLS
WALL STOPS ELECTRIC HINGES
DUSTPROOF STRIKE
DOOR CLOSER (IF REQD) DOOR CLOSERS W/ STOP ARMS
8'- 011 OVERLAP ASTRAGAL (INACTIVE LEAF; SIM M NG 550) HINGES, AUTO FLUSH BOLTS
DOOR CONTACTS FOR DOOR PROP AND DOOR POSITION BY SECURITY CONTRACTOR, EC GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H COORDINATOR PROVIDED BY DOOR SUPPLIER OR GC. DOOR CLOSERS W1 STOP ARMS
TO PROVIDE CONDUIT FROM FRAME TO J -BOX LOCATED ON SECURE SIDE. REFER TO ALUMINUM SATIN FINSH CLOSER MOUNTING BRACKET SET COORDINATOR
SADDLE THRESHOLD (IF REQD) GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H
SECURITY CONTRACTOR PLAN FOR CONTACT LOCATIONS GROUP NO. 105 SEAL SET (JAMBS & ASTRAGAL)
EGRESS MOTION DETECTOR BY SECURITY CONTRACTOR, EC TO PROVIDE SEAL SET ALUMINUM SATIN FINSH ELECTRIC CYLINDRICAL LOCKSET
DOOR SWEEPS
12'_ 0" HORIZONTAL TRIM RING OVER J -BOX WITHIN PARTITION LOCATED ON SECURE SIDE SADDLETHRESHOLD ELECTRIC HINGE MEETING ASTRAGAL
STROBE/HORN GROUP NO. 3 SEAL SET (JAMBS & ASTRAGAL) HINGES GAMUT KICK & MOP ARMOR PLATE 34" W X 46"H
WALL STOPS
61- 8" DOOR CLOSER W1 STOP ARM
ALL REQUIRED HARDWARE INCLUDING ALUMINUM SATIN FINSH
INTERCOM DEVICE BY SECURITY CONTRACTOR, PROVIDE J- SLIDE LOCK BY DOOR SUPPLIER OR GC OVERLAP ASTRAGAL (INACTIVE LEAF) SEALSET, WALL SMPS
ASTRAGAL BOX W/ TRIM RING CAN SHARE CONDUIT WITH EMERGENCY PROVIDED BY DOOR SUPPLIER OR GC (SMOKE SEALS AT RATED DOOR)
DOOR RELEASE. (OPTIONAL) COMBO PADLOCK BY SECURITY DOOR SWEEP GROUP NO. 110'
EMERGENCY DOOR RELEASE BUTTON ON OPPOSITE SIDE OF WALL ELECTRIC PANIC DEVICE
on ff,\ ELECTRIC HINGE\ (IF REQUIRED) TO BE PROVIDED BY SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL GROUP NO. 4 GROUP NO. 102 GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ELECTRIC HINGE
6-- -BY GC CHAIN LINK SWING GATE (RE: ELEV FOR INFO) ELECTRIC CYLINDRICAL CLASSROOM LOCKSET ALUMINUM SATIN FINSH HINGES
TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION AND CONDUIT
TO CARD READER J -BOX WITH STRING LOCATED ON SECURE SIDE. (ACTIVE LEAF) LATCH GUARD (OUTSWING) DOOR CLOSER W/ STOP ARM
ELECTRICAL
LOCKSET BY. GC LIGHT SWITCH - ZONE GROUP NO. 5 ELECTRIC HINGE (ACTIVE LEAF) GROUP NO. 106 SEALSET
41.- W KNOX BOX (FIRE DEPARTMENT ACCESS) HINGES STOREROOM LOCKSET
(SMOKE SEALS AT RATED DOOR)
31- 6" L AUTO FLUSH BOLT SET HINGES DOOR SWEEP
_\ - - - - - - - - DUSTPROOF STRIKE DOOR CLOSER LIT I K & MOP AR 34 46"H
EPO SWITCH LOCATED ON SECURE SIDE (OPTIONAL DOOR CLOSERS W/ STOP ARMS GAMUT . KICK & MOP ARMOR PLATE 34"W X 46" H ALUMINUM SATIN FINSH
8" COORDINATOR ALUMINUM SATIN FINSH
DOOR TO BE CARD READER (ON OPPOSITE SIDE OF WALL) WALL STOP
MORTISED BY GC, Ir BY SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL CLOSER MOUNTING BRACKET SET SEALSET GROUP NO. 1112
PANIC HARDWARE TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION SEAL SET (JAMBS & ASTRAGAL) WALLSTOP STOREROOM LOCKSET
BY GC WHERE GAMUT, KICK & MOP ARMOR PLATE 34"W X 46" H GROUP NO. 107 HINGES
REQUIRED ELECTRIC STRIKE WITH CONDUIT TO SPLICE BOX ON ALUMINUM SATIN FINSH PRIVACY LOCKSET DOOR CLOSERS W1 STOP ARMS
INACTIVE SOME DOORS REFER TO DOOR SCHEDULE WALL STOPS HINGES
LEAF OVERLAP ASTRAGAL (INACTIVE LEAF; SIM M NG 550) SEAL SET
NOTE: PROVIDED BY DOOR SUPPLIER OR GC DOOR CLOSER GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H
SECURITY CONTRACTOR TO PROVIDE AND INSTALL ALL HARDWARE AND DEVICES. EC TO GAMUT KICK & MOP ARMOR PLATE 34"W X 46" H ALUMINUM SATIN FINSH
NOTES: SECURE SIDE OF DOOR COORDINATE. BOTH EC AND TENANT PROVIDE SECURITY CONTRACTOR. ALUMINUM SATIN FINSH WALL STOP
1. ALL CONDUIT 3/4" MINIMUM PROVIDED BY EC PROVIDE TWO STRINGS AT EACH TERMINATION POINT UNLESS OTHERWISE NOTED. "NOTE: MOUNT ALL CLOSERS ON NON-PUBLIC SIDE OF DOORS SEALSET LATCH GUARD (OUTSWING)
2. ALL PLENUM BOXES TO BE USED ABOVE CEILING AS REQUIRED. WALL STOP
3. CABLING AND LOW VOLTAGE WIRING BY SECURITY CONTRACTOR, UNO.
DOOR TYPES
SCHEDULE WIDTH
SCHEDULE WIDTH SCHEDULE WIDTH
EQ EQ
M
0
LIJ
15
LLI
0
Cl)
TYPE'L"
TYPEA' TYPES'
PAIR
TYPE'H'
4 REVI-810N. "N
UPWARD ACTING'GOILING'
NOTE: HARDWARE AND SECURITY DEVICES PROVIDED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. ERHEAD DOOR
F f
DOOR REMARKS DESCRIPTION
A
UPON CARD RECOGNITION THE EXIT DEVICE LATCH IS ELECTRICALLY RETRACTED. REQUEST -TO -EXIT BUILT INSIDE PUSH PAD OF EXIT DEVICE SHUNTS ALARM AUTHORIZING ENTRY. PANIC HARDWARE ALLOWS
EGRESS BY FUNCTION.
B
UPON CARD RECOGNITION THE ELECTRIC LOCK IS ELECTRICALLY RELEASED. LOCKSET ALLOWS FREE EGRESS BY FUNCTION.
C
INSTALL SOLID WEATHERSEALS BEFORE EXIT DEVICE STRIKE AND CLOSER HD ARM SO SEAL IS CONTINUOUS. TEMPLATE HARDWARE ON THE DOOR TO ALLOW FOR SEAL THICKNESS.
D
ELECTRIC HINGE IS WIRED EXTERNALLY ON THE DOOR AND ROUTED UP THE INSIDE OF THE HOLLOW METAL FRAME NO MORTISE FOR ELECTRIC HINGE IS REQUIRED FROM HINGE TO HARDWARE SET.
E
CONTRACTOR TO COORDINATE RELATED TRADES. OVERLAPPING ASTRAGAL TO MOUNT ON THE ACTIVE LEAF ON OUTSWING DOORS AND THE INACTIVE LEAF ON INSWING DOORS SO THE LOCK LATCH IS
GUARDED BY THE METAL DOOR ASTRAGAL.
F
CONTRACTOR TO COORDINATE RELATED TRADES TO PREPARE DOOR FRAME TO ACCEPT ELECTRIC STRIKE, OBTAIN TEMPLATES FROM SECURITY VENDER.
G
PROVIDE NO LOCKSETS OR DUMMY,HARDWARE ON INACTIVE LEAF.
H
DOUBLE DOORS CONSIST OF TWO (2) 3'-0" X.9' -O" LEAVES.
I
EXISTING DOOR AND FRAME, CONTRACTOR TO CONFIRM EXISTING CONDITIONS.
J
EXISTING DOOR TO BE CLOSED, LOCKED. PROVIDE BEAD OF ELASTOMERIC SEALANT BETWEEN DOOR AND FRAME. FOR GLASS DOORS MATERIAL BEHIND DOOR TO BE PAINTED DARK GRAY.
K
NEW ALUMINUM STOREFRONT DOOR TO MATCH EXISTING.
L
PAINT EXTERIOR SIDE OF DOCK DOOR TO MATCH COLOR OF ADJACENT DOCK DOOR.
M
k -1
EXISTING HOLLOW METAL DOOR AND FRAME TO BE REUSED IN NEW LOCATION. MODIFY FRAME AS REQUIRED TO ACCEPT NEW HARDWARE.
A I I I I
ISSUESA REVISI
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7126/2017
Revision 1
2
11/16/2018
Revision 2 (3)
1 4
101/11/2019
, Revision 3
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 0 8 2019
City of Tukwila.
BUILDING DIVISIO
SEAUSIGNATURE
9951
V;_�rREGISTERED
ARCHITECT
_�tWWW
CHAD H. YOSHINOBU
STATE OF WASHINGTON
CHAD YOSHINOBU, AIA 01/11/2019
QWASHINGTON REGISTERED ARCHITECT 9951
SHEET TITLE
CHEDULES
Scale: . As indicated
SHEET NO:
DRAWN:
REVIEW: or& '00" 0%0
KIM -
PROJECT NO.: 27.6699.045 Auqjnz
018 Gensler
mom
gp
4
tA'
AREA OF WORK
21,600 SF
41KIN",
--------------
WAIN
-7-
X
N N
N
N >N
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
71
9/912016
Issue for Permit
.2
11/16/2018
Revision 2 (3)
4
01/1112019
Revision 3
SEAUSIGNATURE
9951 REGISTERED
ARCHITECT
CHAD H. YOSHINOBU
STATE OF WASHINGTON
CHAD YOSHINOBU, AIA .01/11/2019
�WASHINGTCIN REGISTERED ARCHITECT 9951
SHEET TITLE
SITE PLAN
Ref. North
Scale:. , 1"= 20'-0"
SHEET NO:
DRAWN:
REVIEW:
.PROJECT NO.: 27.6699.045 A
,00w51C)k
U@ 2018 Gensler
EXIT SCHEDULE
AREA NOT IN CONTRACT (NIC) EXIT ROUTE SEGMENT LENGTH
1 HR. RATED PARTITION
EXIT ROUTE A - N
104! - 6"
EXIT ROUTE A - 13'
218! - 011
EXIT ROUTE B - N
_Y4
971-011
EXIT ROUTE B - EY
147'- 611
EXIT ROUTE C - N
136 - V
EXIT ROUTE C - 13'
1071-011
EXIT ROUTE D - Bf
240'- 9'
EXIT ROUTE E - N
181'- 0"
EXIT ROUTE E - 131
1541 - on
RECEIVED
CITY OF TUKWILA
JAN 2 3 2019
01 -A
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
4
01111/2019
Revision 3
17
co
co
<
U) 00
r')
-17 cr)
c:)
CO
LLI
<
LU
U)
<
Lo
LIJ
CIO
Uj
F-
U)
01 -A
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
4
01111/2019
Revision 3
MREVIEWED FOR
CODE COMPLIANCE
APPR
OVED
MAR 0 8 2019
CitY of Tukwila
BUILDING Dly!� �ON
SEALISIGNATURE
9 c
951
REGISTERED
ARCHITECT
CHAD H. YOSHINOBU
STATE OF WASHINGTON
CHAD YOSHINOBU, AIA 01/11/2019
QWASHINGTON REGISTERED ARCHITECT 9951
SHEET TITLE
LIFE SAFETY, PLAN
QScale: As indi I cated Ref. jNorth
SHEET NO:
DRAWN:
V:
I .
rREVIEW. 0
PROJECT NO.: 27.6699.045 A006 0
@ 2018 Gensler
Uj
U)
ISSUES & REVISIONS
Issue
Issue Date Issue Description
-
9/9/2016
Issue for Permit
2
11/16/2018
Revision 2 (3)
4
01/11/2019
Revision 3
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 0 8 21.G19
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JAN 2 a 21019.
PERIMIT CENTER
SEAUSIGNATURE
9951 REGISTERED
ARCHITECT
CHAD H. yOSHINOBU
STATE OF WASHINGTON
CHAD YOSHINOBU, AIA 01111/2019
k,WASHINGTON REGISTERED ARCHITECT 9951
SHEET TITLE
SELECTIVE DEMOLITION PLAN
Ref. North
Scale: As indicated (1)
SHEET NO:
DRAM
Aft A
REVIEW a a Am
PROJECT NO.: 27.6699.045 AU 1 001
@ 2018 Gensler
125
o" -"%
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
2
11/16/2018
Revision 2 (3)
4
01/11/2019
Revision 3
REVIEWED F&R
CODE COMPLIANCE
APPROVED
MAR 08 2019
City of Tulwila
BUILDING DIVISION
SHEET NO:
RAWN:
XIEW:
ZOJECT NO.: 27.6699.045 AU4000
@ 2018 Gensler
<E> MMR2
101
CONSTRUCTION.
05 TATE INC. RAISED ACCESS FLOOR: "CONCORDE 1259'WiTH 4'
BOLTED STRINGER AND GRATEAIRE PERFS ELEVATION @ 30"
ABOVE CONCRETE DECK.
06 5LB. 5B:C HALOTRON 1 FIRE EXTINGUISHER. MOUNT AS
NOTED: LARSEN 818 BRACKET OR LARSEN RECESSED
CABINET 2409-R2 HORIZONTAL DUO CLEAR ACRYLIC DOOR
WHITE BAKED ENAMEL MOUNT BOTTOM EDGE @ 27" A.F.F.,
TYPICAL.
07 REFER TO 81Al2.50 FOR PARTITION BELOW THRESHOLD.
08 5LB. Zk-10B:C ABC FIRE EXTINGUISHER. MOUNT AS NOTED:
LARSEN 818 BRACKET OR LARSEN RECESSED CABINET
2409-R2 HORIZONTAL DUO CLEAR ACRYLIC DOOR WHITE
09 REFER TO ENG. DRAWINGS FOR LOCATION OF CRAC UNITS
IN THE MECH. ROOMS. AT EACH CRAC UNIT PROVIDE TWO (2)
56" LONG X 24" WIDE FRAMED SUIPPLYAIR OPENINGS IN THE
PARTITION BELOW RAISED FLOOR FOR EACH NEW & FUTURE
CRAC UNIT. PROVIDE TWO (2) 56' LONG AND 24!'WIDE
FRAMED RETURN AIR OPENINGS IN THE PARTITION ABOVE
THE DATA CENTER SUSPENDED CEILING @_EACH NEW&
FUTURE CRAC UNITS. PROVIDE ONE (1) 56- LONG X ZV WIDE
FRAMED SUPPLY AIR OPENING IN THE PARTITION BELOW
RAISED FLOOR FLOOR INTO THE DATA HALL @ EACH MMR
ROOM & ONE (1) 56" LONG X 2,V WIDE FRAMED RETURN AIR
OPENING IN THE PARTITION INTO THE DATA HALL ABOVE THE
DATA CENTER CEILING @ EACH MMR ROOM. RETURN AIR
OPENINGS ABOVE DATA CENTER ARE TO BE PROTECTED BY
KEES INC. SECURITY GRATE (OR SIMILAR) A STYLE FRAME
2-1/2"X 2-1/2" ANGLE IRON FRAME W/ HOLES FOR FASTENING
TO PARTITION. 1/4" X 1/4" DIAMETER COLD ROLLED BARS, 6-
O.C. BOTH WAYS, WELDED AT THE FRAME & CROSS POINTS.
THE DATA HALL IS THE SECURE SIDE. REF DETAIL 3/Al2.01.
10 PROVIDE DEMOUNTABLE CHAIN @ 42"ABOVE RAISED FLOOR
ACROSS OPENING ATTACHED TO METAL DOOR FRAME ON
MECH ROOM SIDE OF DOUBLE DOOR.
11 REFER TO DETAIL 5/Al 2.01 FOR INFILL OF OVERHEAD
DOORS.
12 EXISTING STAIRS, HANDRAILS, AND LANDING TO REMAIN.
CONFIRM EXISTING CONDITIONS COMPLY WITH CODE
REQUIREMENTS.
13 EXISTING BOLLARDS TO REMAIN.
114 CONTRACTOR TO PATCH, REPAIR, MODIFY PARTITION AS
REQUIRED TO MAINTAIN I -HOUR FIRE RATING.
15 EXISTING FENCE TO REMAIN.
16 EXISTING DOOR TO BE CLOSED, LOCKED AND SCREWED
SHUT. PROVIDE BEAD OF ELASTOMERIC SEALANT BETWEEN
DOOR AND FRAME. n
17 EXISTING STOREFRONT. PROVIDE BLACKOUT WINDOW FILM
(3M ULTRA SERIES 600 OR LLUMAR (6MIL) ON INSIDE FACE OF
GLAZING BEFORE ANY INTERIOR WALL CONSTRUCTION. SEE CNJ
FINISH SCHEDULE.
18 EXISTING DOOR TO BE CLOSED, LOCKED AND SCREWED
SHUT. PROVIDE BEAD OF ELASTOMERIC SEALANT BETWEEN <
DOOR AND FRAME. PAINT OUTSIDE TO MATCH BUILDING
EXTERIOR. C.0
19 HANDRAILS TO EXTEND 12" BEYOND LAST RISER AT TOP OF C3 ;!s CIO
STAIR AND ONE TREAD WIDTH OR 12" AT BOTTOM OF STAIR. V—
REF 1/Al2.50 < C/) CIO
20 PROVIDE GYP CLAD BULKHEAD AT 1 V-1 1 " AFF TO DECK.
ABOVE. <
CA
21 ELEVATION OF NEW RAISED ACCESS FLOORING (RAF) LU
ALIGNS WITH EXISTING RAF EXACTLY. ALIGN RAF GRIDS IN. <
PLAN.
Uj
22 TATE INC. GRATEA]RE PERFORATED FLOOR TILES. CONFIRM C/) U)
LOCATION AND QUANTITY WITH CONSTRUCTION MANAGER LO
PRIOR TO PLACING ORDER.
23 REFER TO ELECTRICAL SHEETS FOR EQUIPMENT LAYOUT.
"'N LIJ
24 PROVIDE AND INSTALL WIRE MESH PARTITION. PARTITION IS.
9-0"H AND IS SUPPORTED BY RAISED ACCESS FLOORING.,
BASIS OF DESIGN: WIRECRAFTERS 840, STANDARD GRAY
FINISH. REF: MEP FOR PARTITION LAYOUT AND SECURITY 4 LIJ
VENDOR FOR DOOR HARDWARE SPEC.
U)
GENERAL 10410TES
A RE: AOO DRAWING SERIES FOR SCHEDULES,
LEGENDS, SYMBOLS AND ABBREVIATIONS.
B RE: GOO SHEET SERIES FOR CODE ANALYSIS
RELATED TO PROJECT.
C RE: Al2.00 FOR PARTITION TYPES
D RE: AOO.20 FOR DOOR SCHEDULE. MULTIPLE
DOORS INTO A SINGLE ROOM HAVE AN
ALPHABETICAL DESIGNATION
E ALL EXISTING DOORS, FRAMES AND
HARDWARE TO REMAIN ARE DESIGNATED
WITH AN "E" SYMBOL, U.N.O. DOUBLE DOOR
INACTIVE LEAF IS DESIGNATED WITH AN "I"
SYMBOL, U.N.O.
F ALL PARTITIONS AT THE WINDOW WALL ARE
CENTERED ON EITHER COLUMNS OR
WINDOW MULLIONS, UNO.
G. COORDINATE AND PROVIDE
NON-COMBUSTIBLE BLOCKING FOR
MILLWORK AND ITEMS ATTACHED OR
MOUNTED TO PARTITIONS OR CEILINGS.
H PARTITIONS ARE DIMENSIONED FROM FINISH
FACE TO FINISH FACE, UNO. MAINTAIN
DIMENSIONS MARKED "CLEAR". ALLOW FOR
THICKNESSES, AND MOUNTING OF FINISHES.
J RE: Al2.51 SEISMIC DETAILS. RE:
STRUCTURAL FOR ADDITIONAL
INFORMATION.
KEY PLAN
0
..........
REA OF WORK
LEGEND
EXISTING - NOT PART OF SCOPE
EXISTING WALL TO REMAIN
NEW PARTITION
1 HR. RATED FIRE PARTITION
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
ISSUES& REVISIONS
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# Issue Date Issue Description
-
919/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
4
01/11/2019
Revision 3
REVIEWED FOR
.-#ODE COMIPLIANCE
APPROVED
MAR 0 8 '11019
City of Tukwila
BUILDING DIVISION
fiECEIVED
CITY OF TUKWILA
JAN 2 3 2019
PERMIT CENTER
SEAUSIGNATURE
9951 REGISTERED
ARCHITECT
CHAD H. �OSHINOBU
STATE OF WASHINGTON
r%
CHAD YOSHINOBU, AIA 01/1112019
NASHINGTON REGISTERED ARCHITECT 9951
SHEET TITLE
CONSTRUCTION PLAN
Ref. North
Scale: As indicated
00,
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 27.6699.045 Atiz - lim I
1W 2018 Gensler
j ,
Z""M E E T
KEY P AN
R,
)RK
LEGEND
E
14 EXISTING - NOT PART OF SCOPE
ACOUSTICAL CEILING AND GRID
FLUORESCENT LIGHT FIXTURE
r -------- LINEAR LIGHT FIXTURE
CEILING MOUNTED EXIT SIGN
WALL MOUNTED EXIT SIGN
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
4
0 1 /11/2019
Revision 3
CD
CN
CD
C.0
00
T—
.C—D
<
U)
00
M
0.
=
<
Uj
C.0
U.j
<
U)
U)
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LO
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4.
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F-
LIJ
F-
U)
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
4
0 1 /11/2019
Revision 3
REVIEWED FOR
4
CODE COMI-PLIANCEJ
APPROVED
M ARR 0 8 2. S' 19
City of Tukwila
BUILDING DIVISION
RECEIVED
I CITY OF TUKWILA
JAN 2 3 2019
PERMIT CENTER
SEAUSIGNATURE
19951 REGISTERED
ARCHITECT
I CHAD H. YOSHINOBU
STATE OF WASHINGTON
CHAD YOSHINOBU, AIA 01/11/2019
VWASHINGTON REGISTERED ARCHITECT 9951
SHEET TITLE
REFLECTED CEILING PLAN
Ref. North
Scale: As indicated
r- SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 27.6699.045 A04mOl
2018 Gensler
I
SIGN OR STENCILING (PAINTED W/ A
CONTRASTING COLOR). LOCATE BELOW
RAISED ACCESS FLOOR & ABOVE
SUSPENDED CEILING OR GRID. IN AREAS
W/OUT CEILING GRID, LOCATE SIGN OR
STENCILING AT 14'-O"AF.F. REPEAT SIGN OR
STENCILING AT INTERVALS NOT TO EXCEED
30'-0" HORIZONTALLY. SIGN OR STENCILED
LETTERING TO BE 5" IN HEIGHT & READ: "X
HOUR FIRE RATED PARTITION - PROTECT ALL
OPENINGS' (X=FIRE RATING DESIGNATION).. REF 21A00.30
05 COLUMNS TO BE PAINTED PT03
09 PROVIDE SIGN "NOT AN EXIT"ON BACK OF ACTIVE LEAF.
RM NO. TIEXT
SIGN DIM.
SIGN SPEC
1
7/26/2017
4 115 STAGING
L
6'X4"
CUSTOM SIGN
Revision 2 (3)
4
120 DATA HALL 2
6"X4"
CUSTOM SIGN
122 MECH-5
6"X4"
CUSTOM SIGN
123 MECH-6
6nX4"
CUSTOM SIGN
124 MECH-7
6"X4",
CUSTOM SIGN
125 VESTIBULE
WX4n
CUSTOM SIGN
126 STORAGE
6uX4n
CUSTOM SIGN
127 PRE -ACTION
6nX4n
CUSTOM SIGN
128 STORAGE
6"X4"
CUSTOM SIGN
128 IT -2
6"X4n
CUSTOM SIGN
129 JANITORS
6'IX4"
CUSTOM SIGN
130 WOMENS
6"X4"
CUSTOM SIGN
131 MENS
6"X4"
CUSTOM SIGN
132 CONFERENCE
6nX4"
CUSTOM SIGN
1134 SECURITY 16"X4"
I CUSTOM SIGN
BY ADA CENTRAL INC. COLOR:
BLUE, TEXT COLOR: HIGH CONTRAST WHITE, BRAILLE #2
*NOTE: 2 SIGNS REQUIRED
FOR ROOMS 120,121,123 & 124.
KEY PLAN'.
g,
FINISH LEGEND SEAUSIGNATURE
.9951 REGISTERED
ME ARCHITECT.
K
EXISTING - NOT PART OF SCOPE A,
EXISTING WALL TO REMAIN CHAD H, YOSHINOBU
STATE OF WASHINGTON
NEW PARTITION.
X313EXXX 1 HR. RATED PARTITION
CHAD YOSHINOBU, AIA 01/1112019
WALL FINISH %,WASHINGTON REGISTERED ARCHITECT 9951
Q
BASE FINISH
SHEET TITLE
FINISH PLAN
,�99 FLOOR FINISH
Ref. North
Scale: As indicated
FLOOR FINISH TRANSITION
SHEET NO:
123 ROOM SIGN LOCATION DRAWN: .
R I
EVIEW.
P pi
ROJECTNO.: 27.6699.045 A05nu
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
CHO V1
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
4
01/11/2019
Revision 3
FINISH LEGEND SEAUSIGNATURE
.9951 REGISTERED
ME ARCHITECT.
K
EXISTING - NOT PART OF SCOPE A,
EXISTING WALL TO REMAIN CHAD H, YOSHINOBU
STATE OF WASHINGTON
NEW PARTITION.
X313EXXX 1 HR. RATED PARTITION
CHAD YOSHINOBU, AIA 01/1112019
WALL FINISH %,WASHINGTON REGISTERED ARCHITECT 9951
Q
BASE FINISH
SHEET TITLE
FINISH PLAN
,�99 FLOOR FINISH
Ref. North
Scale: As indicated
FLOOR FINISH TRANSITION
SHEET NO:
123 ROOM SIGN LOCATION DRAWN: .
R I
EVIEW.
P pi
ROJECTNO.: 27.6699.045 A05nu
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
CHO V1
V/z
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
SCHEDULED SINK - ADA DEPTH
Revision 2 (3)
4
101/11/2019
ENHAM K-199-1
T BATHROOM SINK
D (ONE HOLE)
C:
TANDARD
IN
TROL MONOBLOC
HROME
EL DISPENSER/
EPTACLE
B BARS AS
E: SHEET AOO.40
ERTICAL GRAB BAR
TILE
4"
EDGE -MOUNTED PULL
SINK SPEC:
MOUNTED HORIZONTAL, SEE SPEC
KOHLER-BF
WALL MOUN
(RE: TYPICAL P -LAM EDGE DETAIL)
WITH SHROL
1'- 5"
51 1"
WOOD SHIM
FAUCETSPE
AMERICAN S
2064.101 SEF
Uj'
SINGLE CON
POLISHED C
zo
P -LAM DOOR WITH COLOR
CORE EDGE - PL02
PAPER TOW
WASTE REC
Uj
BACKER PANEL*
Uj
SCHEDULED PARTITION
PROVIDE G
V/z
REQUIRED R
INCLUDING
PORCELAIN
FLOOR AND
BASE(TL01)
SCHEDULED FINISH
12
wim.0-07
Dr%Dr'Cl AIKI -1-11 0 1AIAI I I
(TL02) 71- 6" PAINTED (PT01)
N_
(GL01)
MIRROR PLAM
FINISH ALL WALLS WITH COUNTERTOP 13
P. AND BACKSPLASH A11.00
SPECIFIED TILE (PL01) SINK SPEC: emensler
1040 ELKAY - GOURMET
LR 5 SINK
All 040
PLAM CABINETS (ONE HOLE) .5005 Greenville Avenue Tel.: 214.273.1500
FAUCET SPEC:
(PL02) AMERICAN STANDARD Dallas, TX 75206 F 214.273.1505
1'-3" U 2' - 0" U Z - U11 U Z - U11 United States
UP w f— � 2064.101 SERIN
M SINGLE CONTROL
0
It MONOBLOC
w
> POLISHED CHROME
0
Cf)
SINGLE LEVER CONTROL
0
0 w
F- -j
U_ 6m
CU X
/--� TYP.
METALSPEEDBRACE. 0 15
4"
PROVIDE BLOCKING WITHIN PARITION .00
REFER TO SHEET AOO.40 FOR ACCESSORY MOUNTING AND
AS REQUIRED
SPECIFICATION INFORMATION
NOTE: ALL WALLS FINISHED WITH SPECIFIED TILE RE: A05.01 U 6111!u U
5"
Z-0" 2'-0 21 - 0" 11 -15"
SCHEDULED PARTITION
SCHEDULED BASE r
6.
SCHEDULED FINISH
FLOORING
O/z
MILLWORK COUNTERTOP ENLARGED RESTROOMS SECURITY RM WINDOW ELEVATION
SCALE: 11/2"=V-0" 15 SCALE: 3/4'1 1 I -On 07 SCALE: 3/8" 1 1-011
SECURITY SIDE VESTIBULE SIDE
PLASTIC LAMINATE, METALSTUD PARTITIONAS SCHEDULED
AS SCHEDULED
3/8" TEMPERED
CLEAR GLASS RACO ALUM. FRAME
'6/
METAL STUD ------ - PARTITION AS SCHEDULED CLEAR ANOD. FINISH
RACO FRAME
BEYOND
3/8" TEMPERED RACO ALUM. FRAME 5"DIA. SPEAK QUICKSERV DEAL
#QS -1 110 11 "X 1 O"x 2")
CLEAR GLASS CLEAR ANOD. FINISH METAL -VISI
RE
STAINLESS STEEL
CHANNEL
SUPPORTS
-------- 11 SECURITY DES PLAM CLAD. 3/4"
REF01/Al2.10 PLYWOOD SHELF -
BLOCKING AS REQ'D a g" PLOI
SUBSTRATE
AM ff
MATERIAL co
0
0 go,
4'
MAX
NOTE: US THE DETAIL AT ALL
PLASTIC LAMINATE COUNTERS
TYPICAL PLAM EDGE WINDO ECTION SECURITY WINDOW HEAD 4
SCALE: 12"= V-0" 16 s ws 12.1 08.
CALE: I 11T V-0" . SCALE: 1112" 1 Im-0"
NOTE: EVERY SH TE APPEAR ON THIS PAGE
�f2 - 0'
0
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
4
101/11/2019
ENHAM K-199-1
T BATHROOM SINK
D (ONE HOLE)
C:
TANDARD
IN
TROL MONOBLOC
HROME
EL DISPENSER/
EPTACLE
B BARS AS
E: SHEET AOO.40
ERTICAL GRAB BAR
TILE
4"
1'- 5"
51 1"
11-31f
12
wim.0-07
Dr%Dr'Cl AIKI -1-11 0 1AIAI I I
(TL02) 71- 6" PAINTED (PT01)
N_
(GL01)
MIRROR PLAM
FINISH ALL WALLS WITH COUNTERTOP 13
P. AND BACKSPLASH A11.00
SPECIFIED TILE (PL01) SINK SPEC: emensler
1040 ELKAY - GOURMET
LR 5 SINK
All 040
PLAM CABINETS (ONE HOLE) .5005 Greenville Avenue Tel.: 214.273.1500
FAUCET SPEC:
(PL02) AMERICAN STANDARD Dallas, TX 75206 F 214.273.1505
1'-3" U 2' - 0" U Z - U11 U Z - U11 United States
UP w f— � 2064.101 SERIN
M SINGLE CONTROL
0
It MONOBLOC
w
> POLISHED CHROME
0
Cf)
SINGLE LEVER CONTROL
0
0 w
F- -j
U_ 6m
CU X
/--� TYP.
METALSPEEDBRACE. 0 15
4"
PROVIDE BLOCKING WITHIN PARITION .00
REFER TO SHEET AOO.40 FOR ACCESSORY MOUNTING AND
AS REQUIRED
SPECIFICATION INFORMATION
NOTE: ALL WALLS FINISHED WITH SPECIFIED TILE RE: A05.01 U 6111!u U
5"
Z-0" 2'-0 21 - 0" 11 -15"
SCHEDULED PARTITION
SCHEDULED BASE r
6.
SCHEDULED FINISH
FLOORING
O/z
MILLWORK COUNTERTOP ENLARGED RESTROOMS SECURITY RM WINDOW ELEVATION
SCALE: 11/2"=V-0" 15 SCALE: 3/4'1 1 I -On 07 SCALE: 3/8" 1 1-011
SECURITY SIDE VESTIBULE SIDE
PLASTIC LAMINATE, METALSTUD PARTITIONAS SCHEDULED
AS SCHEDULED
3/8" TEMPERED
CLEAR GLASS RACO ALUM. FRAME
'6/
METAL STUD ------ - PARTITION AS SCHEDULED CLEAR ANOD. FINISH
RACO FRAME
BEYOND
3/8" TEMPERED RACO ALUM. FRAME 5"DIA. SPEAK QUICKSERV DEAL
#QS -1 110 11 "X 1 O"x 2")
CLEAR GLASS CLEAR ANOD. FINISH METAL -VISI
RE
STAINLESS STEEL
CHANNEL
SUPPORTS
-------- 11 SECURITY DES PLAM CLAD. 3/4"
REF01/Al2.10 PLYWOOD SHELF -
BLOCKING AS REQ'D a g" PLOI
SUBSTRATE
AM ff
MATERIAL co
0
0 go,
4'
MAX
NOTE: US THE DETAIL AT ALL
PLASTIC LAMINATE COUNTERS
TYPICAL PLAM EDGE WINDO ECTION SECURITY WINDOW HEAD 4
SCALE: 12"= V-0" 16 s ws 12.1 08.
CALE: I 11T V-0" . SCALE: 1112" 1 Im-0"
NOTE: EVERY SH TE APPEAR ON THIS PAGE
�f2 - 0'
0
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
4
101/11/2019
1 Revision 3
F__�tVIEWED FOR
COD�Eplo . LIANC
PROVED
City of Tuk%Wila
BUILDING DIVISION
CITY 0 TUKWILA
JAN 2 206
pcBroff CENTER
SEAUSIGNATURE
9951 FREGISTERED
ARCHITECT
I CHAD H. YOSHINOBU
STATE OF WASHINGTON
CHAD YOSHINOBU, AIA 01/11/2019
SHEET TITLE
ELEVATIONS
Scale: As indirated
DRAWN:
REVIEW: an 0%0
PROJECT NO.: 27.6699.045 A-1 I MU
2018 Gensler
0
I
or
ISSUES & REVISIONS
Issue
# Issue Date] Issue Description
-
9/9/2016
Issue for Permit
2
11116/2018
Revision 2 (3)
4
01/11/2019
Revision 3
FRE f6viii,F" 6-R—
CODE COMPLIANCE
A r
PPROVED
MAR 0 8 i.2 1 9
City of Tukwila
-BUILDING DIVISION
. RECEIVED
CITY OF TUKWILA
JAN 2 a 2a a
P E R IM I'T, E'N T E R
SEAUSIGNATURE
9951 REGISTERED
ARCHITECT
CHAD H. YOSHINOBU
STATE OF WASHINGTON
CHAD YOSHINOBU, AIA 01/11/2019
�WASHINGTON REGISTERED ARCHITECT 9951
SHEET TITLE
PROJECT SPECIFIC
Scale: As indicated
SHEET NO:
D RA FM
WN
REVIEW. no
PROJECT NO.
PROJECT NO.: 27.6699.045 A
2018 Gensler
I
I
R
PROJECT INFORMATION
PROJECT DESCRIPTION: INTERIOR WORK: Selective demolition of portion of existing interior walls, removal and infill of
all loading dock doors. Con5lrUCLIon ol new pawbons, raised lloor, dropceiling, ligining lixtures, at new
Puget ridge.*, CIZIN1111k 54. 1
Playground Uike Data Hall and Mech Rooms to support server cabinets and mechanical equipment to cool server
E
cabinets (DATA CENTER). Construction of new restrooms, janitor, conference, security office,a nd
storage rooms. Installation of new lighting fixtures and emergency lighting.
P
I E ' EXTERIOR WORK: Selective demolition of loading dock paving. Installation of new equipment at
41 Neww Mechanical Yard 2. New Yard to be secured with chain link fence.
'E, Va iey
BUILDING ADDRESS: 3425 S. 116TH STREET TUKWILA, WA 98168
7A Island geaclr:��
PARCEL NO.: 102304-9043
st
Beoch Pjk ORIGINAL DATE OF CONSTRUCTION: 1991
Park
cl�
ZONING BUILDING CODE: MIC/L - MANUFACTURING INDUSTRIAL CENTER/LIGHT
sw loz,,o Sr 0
APPLICABLE MUNICIPAL BUILDING CODE: TUKWILA MUNICIPAL CODE - TITLE 16
V41mova
OCCUPANCY TYPE: BUSINESS
L�kpwcod perk
41; P. f
Cecil os -
Park Merno
2
SVI T1 Sd� St 11113
CONSTRUCTION TYPE:
%'01 A,
PR JECT AREA: 21,600 SF
�s
.44th
TOTAL LEASE SPACE. 35 500 SF
132r.d S!
APPROVED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13 WITH MULTIPURPOSE DRY
ed, C.D I E PROTECTION:
S 1361h St CHEMICAL PORTABLE FIRE EXTINGUISHERS TYPE 2A 1OBC, 5 LB. CAPACITY, SPACED AT
Chelsea MuseuW_
park a North Goillinko .�, "i� , , _` , , 50'-0" TRAVEL DISTANCE AROUND THE FLOOR.
PREACTION IN RAISED FLOOR AREAS AND MECHANICAL ROOMS.
-Black RiveT
60.naa St
it CD
Eagle 1461rSt� � ' I .
NOTE: FIRE SPRINKLER APPROVALS ARE NOT INCLUDED UNDER THIS PERMIT. BEFORE
Landing Park
E�l I COMMENCING ANY WORK ON THE SPRINKLER SYSTEMS, PLANS MUST BE SUBMITTED AND
Pea
APPROVED BY THE BUILDING SAFETY DIVISION, THE SYSTEM MUST BE INSPECTED AND
rid st,
APPROVED BY BUILDING SAFETY INSPECTION PRIOR TO CERTIFICATE OF OCCUPANCY.
Par
SW S,
BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE
a
4
North
PLUMBING CODE: 2015 UNIFORM PLUMBING CODE AND STANDARDS
Map @2 Google_ MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE
data 01
ELECTRICAL CODE: WASHINGTON CITIES ELECTRIAL CODE
FIRE/LIFE SAFETY CODE: INTERNATIONAL FIRE CODE APPENDICIES B, C, D & ANY AMMENDMENTS BY
WESTERN FIRE CHIEFS ASSOCIATION AND INTERNATIONAL CONFERENCE OF
LOCATION MAP BUILDING OFFICIALS
ACCESSIBILITY CODE: IBC CHAPTER 11 AMENDMENT
n Mbim
Residences
ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE
erwaY
[)UWJMiSh Wat
G% en -complete
Office
!en River Trail
Blue Sky
integrated
Techs
S U 6thst OCCUPANCY COUNTS FOR EGRESS
�h S!
Universal C ckson Dean
onstruction
Hospital Z'!i.
Services AREA OF WORK: 1ST FLOOR (SINGLE STORY), 21,600 SF
TOTAL LEASE SPACE: 1ST FLOOR (SINGLE STORY). 31,300 SIF
I 17:h
Camera
OCCUPANCY PER 2015 IBC TABLE 1004.1.2
BUSINESS GROUP B (INCLUDING ACCESSORY USE AREAS) 1/100
Sears Home
Products AREA: 31,300 SF
9
R P1 - OCCUPANTLOAD: SIF POP
I/,x
<E> DATA HALL 1 RAISED FLOOR (SERVERS) 3,756 (3,800/100) 38 OCC.
<E> LANDING 429 (430/100) 5 OCC.
IVA;
S99 <E> STORAGE ROOM 1 2,004 0 OCC.
<E> MECH. ROOMS 102,104,105,107 1,473 0 OCC.
<E> FIBER ROOMS (MMR, ISS) 508 0 OCC.
<E>STORAGE 630 (630/300) 3 OCC.
<E> PRE -ACTION 1 89 0 OCC.
<E> RESTROOMMAN 159 0 OCC.
<E> CORRIDOR/LOBBY/STAGE/VESTIBULE 2,852 0 OCC.
EXISTING 11,900 46 OCC.
2
DATA HALL 2 - RAISED FLOOR (SERVERS) 10,900 (10,900/100) 109 OCC.
a STORAGE 4,085 (4085/300) 13 OCC.
MECH. ROOMS 5,6,7 3,588 0 OCC.
Molos
STORAGE 1,000 (1,000/300) 3 OCC.
STORAGE 1,967 (1,967/300) 7 OCC.
Ref. North.,,,
CONFERENCE/BREAKOUT 741 (741/100) 8 OCC.
SOL PRE -ACTION 2 94 0 OCC.
Map daftlb2014 Go6gle VESTIBULE/SECURITY 210 0 OCC.
RESTROOMMAN 159 0 occ
NEW 21,600 140 OCC..
LEGAL DESCRIPTION TOTAL SQUARE FEETI, 35,500 186 OCCUPANTS TOTA
�OTE- �TENA`NT WILL POST "MAXIMUM OCCUPANCY 14 PERSONS" AT EACH ENTRANCE.
LOT 2 OF CITY OF TUKWILA SHORT PLAT NO 90 -2 -SS RECORDING NO 9003121482 SD SHORT
PLAT DAF - POR OF GOV LOT 3 & OF SE 1/4 OF NE 1/4 OF SEC 09-23-04 TGW POR OF GOV LOT 6 PURSUANT TO THE 2015 INTERNATIONAL BUILDING CODE, SECTION 1004.1.2 EXCEPTION
& OF SW 1/4 OF NW 1/4 OF SECTION 10-23-04 - BAAP 70 FT RGT OF ENGIR STA H 556+57.3 BEING WHERE APPROVED BY THE BUILDING OFFICIAL, THE ACTUAL NUMBER OF OCCUPANTS FOR
A PT ON NELY MGN SHEET 1 OF 7 FOR R/W SIR 99 S 118TH ST TO JUNCTION SSH NO 1-K WHOM EACH OCCUPIED SPACE, FLOOR OR BUILDING IS DESIGNED, ALTHOUGH LESS THAN
APPROVED JULY 23,1957 SD PT BEING PT OF TANGENCY OF CURVE THRU POINT BEARING N THOSE DETERMINED BY CALCULATION, SHALL BE PERMITTED TO BE USED IN THE
42-02-03 E 748.51 FT TH SELY ALG SD MGN & SAID CURVE THRU C/A OF 04-26-56 ARC DISTANCE DETERMINATION OF THE DESIGN OCCUPANT LOAD.
OF 58.12 FT TH N 41-57-30 E 499.81 FT TH N 15-27-21 E 75.56 FT TO POB TH S 74-32-39 E 212.89
FT TH S 78-39-54 E 128.28 FT TH S 81-20-44 E 447.24 FT TAP OF CURVE CONCAVE TO N TH ELY THE TENANT WILL NOT HAVE MORE THAN 5 TECHNICIANS IN THE SPACE NORMALLY AND
ALG SD CURVE RAD OF 170 FT THRU C/A OF 15-51-28 ARC DIST OF 47.05 FT TH N 82-47-48 E NEVER MORE THAN 14. THIS DATA CENTER FACILITY HOUSES SERVERS (IN CABINETS), AIR
101.13 FT TO WLY MGN OF POR OF SECTION 9 CONDEMNED IN SUPERIOR COURT CAUSE NO CONDITIONING AND ELECTRICAL GEAR AND BOTH THESE SYSTEMS HAVE REDUNDANCIES
646697 TH S 07-08-23 E 544.81 FT ALONG WESTERLY MARGIN TO A LN 60 IFT N OF & PLW ENIGIR BUILT IN TO ENSURE CONTINUED OPERATION. THE TECHNICIANS ARE NOT HOUSED ON SITE.
CONSTRUCTION TYPE* .. B
PROJECT =AREA 21 ' 600 SF
TOT L L S
A EASE PACE . 35 ' 500 SF
I P OT CTIO
�1 19 SP"
I K ��EE
RE R E N
B -LINE AS SHOWN ON SHEET 1 OF 7 FOR R/W SIR 99 SOUTH 11 8TH ST TO JUNCTION SSH 1 -K WITH FEW EXCEPTIONS THESE ARE NOT THE EMPLOYEES OF THE TENANT (EDGECONNEX)
APPROVED JULY 23,1957 TH N 88-10-42 W 630.87 FT TAP 60 FT RGT OF ENGIR STA B 548+00 BUT EMPLOYED BY THOSE COMPANIES WHO HOUSE SERVERS IN THIS FACILITY AND
SAID R/W PLANS TH N 79-41-19 W 359.21 FT TAP 70 FT RGT OF ENGR STA H 551+64.4 SD PT SERVICEMEN RELATED TO THE SUPPORT EQUIPMENT. THE TECHNICIANS WILL COME AND GO
ALSO BEING PT OF CLIVE CONCAVE TO NORTH RAD PT BEARING N 10-18-41 E 748.51 FT TH AS REQUIRED FOR MAINTENANCE AND UPGRADES. THERE ARE NO OFFICE FACILITIES
NWILY ALG SD CURVE THRU C/A OF 30-03-04 ARC DISTANCE OF 392.59 FT TH N 41-57-30 E PROVIDED ON SITE.
499.81 FT TH IN 15-27-21 E 75.56 FT TO POB
TOILET FIXTURE COUNT
OCCUPANCY: 186 PERSONS
(162 / 2) = 93 MALE 93 FEMALE
2015 UNIFORM PLUMBING CODE TABLE 422.1 GROUP B OCCUPANCY:
WATER CLOSETS (FIXTURES PER PERSON)
MALE FEMALE
1: 1-50 1:1-25
2: 101-200 2: 26-50
3:51-100
LAVATORIES (FIXTURES PER PERSON)
MALE FEMALE
1:1-200 1: 1-100
DRINKING FOUNTAINS/FACILITIES (FIXTURES PER PERSON)
1 PER 150
PROVIDE 1 SERVICE SINK
REQUIRED FIXTURES PROVIDED FIXTURES
MALE FEMALE MALE FEMALE
WATER CLOSET: 2 3 2 2
LAVATORY: 1 1 2 2
DRINKING FOUNTAIN: 1 1
SERVICE SINK: 1 2
PURSUANT TO THE 2015 UPC SECTION 422.1 EXCEPTION WHERE OCCUPANCY CLASSIFICATION
NOT SHOWN IN TABLE 422.1 SHALL BE CONSIDERED SEPARATELY BY THE AUTHORITY HAVING
JURISDICTION.
PLEASE REFER TO STATEMENT PROVIDED ABOVE AND ATTACHED AFFIDAVIT FROM TENANT
FOR ACTUAL OCCUPANCY CONDITIONS.
DEFERRED SUBMITTALS
SPRINKLER / LIFE SAFETY
SECURITY / DEVICES
DRAWING INDEX
Drawing
Number
Drawing Name
Current
Revision
Current
Revision
Date
Current Revision Description
01 -GENERAL
GOO.00
DRAWING INDEX
2
11/16/2018
Revision 2 (3)
GOO. 10
ABBREVIATIONS, GRAPHIC SYMBOLS, & GENERAL
NOTES
-
9/9/2016
Issue for Permit
02 ARCHITECTURAL
AOO.20
SCHEDULES
2
11/16/2018
Revision 2 (3)
AOO.30
PROJECT SIGNAGE
-
9/9/2016
Issue for Permit
AOOAO
MOUNTING LOCATIONS
-
9/9/2016
Issue for Permit
AOO.50
SITE PLAN .
2
11/16/2018
Revision 2 (3)
AOO.60
LIFE SAFETY PLAN
2
11/16/2018
Revision 2 (3)
AOO.80
RATED ASSEMBLIES
-
9/9/2016
Issue for Permit
A01.01
SELECTIVE DEMOLITION PLAN
2
11/16/2018
Revision 2 (3)
A02.00
OVERALL CONSTRUCTION PLAN
2
11/16/2018
Revision 2 (3)
A02.01
CONSTRUCTION PLAN
2
11/16/2018
Revision 2 (3)
A04.01
REFLECTED CEILING PLAN
2
11/16/2018
Revision 2 (3)
A05.01
FINISH PLAN
2
11/16/2018
Revision 2 (3)
Al 1.00
ELEVATIONS
2
11/16/2018
Revision 2 (3)
Al2.00
PARTITION TYPES
2
11/16/2018
Revision 2 (3)
Al2.01
PROJECT SPECIFIC
2
11/16/2018
Revision 2 (3)
Al 2.10
DETAILS
2
11/16/2018
Revision 2 (3)
Al2.50
RAISED FLOOR DETAILS
-
9/9/2016
Issue for Permit
Al 2.51
SEISMIC DETAILS
-
9/9/2016
Issue for Permit
03 -STRUCTURAL
S1.0
HVAC SUPPORT FRAMING PLAN
2
1 11/16/2018
IRevision2(3)
S2.0
IHVAC SUPPORT FRAMING DETAILS
2
1 11/16/2018
1RevisioT2 (3)
04 -ELECTRICAL
EO. 1
ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONS
2
11/16/2018
Revision 2 (3)
EO.2
ELECTRICAL SPECIFICATIONS
2
11/16/2018
Revision 2 (3)
EO.3
ELECTRICAL SPECIFICATIONS
2
11/16/2018
Revision 2 (3)
E1.1A
ELECTRICAL ONE -LINE DIAGRAM EXISTING
2
11/16/2018
Revision 2 (3)
E1.113
ELECTRICAL ONE -LINE DIAGRAM NEW
2
11/16/2018
Revision 2 (3)
E1.2A
ELECTRICAL GROUNDING ONE -LINE DIAGRAM DH1
2
11/16/2018
Revision 2 (3)
E1.213
ELECTRICAL GROUNDING ONE -LINE DIAGRAM DH2
2
11/16/2018
Revision 2 (3)
E2.1
ELECTRICAL POWER PLAN
2
11/16/2018
Revision 2 (3)
E2.2
ELECTRICAL LIGHTING PLAN
2
11/16/2018
Revision 2 (3)
E2.3
ELECTRICAL GROUNDING PLAN
2
11/16/2018
Revision 2 (3)
E2.4
ELECTRICAL CONDUIT PLAN
2
11/1612018
Revision 2 (3)
E2.5
ELECTRICAL ROOF PLAN
2
11/16/2018
Revision 2 (3)
E3.1
ELECTRICAL DETAILS
2
11/16/2018
Revision 2 (3)
E3.2
ELECTRICAL DETAILS
2
11/16/2018
Revision 2 (3)
E3.3
ELECTRICAL DETAILS
2
11/16/2018
Revision 2 (3)
E3.4
ELECTRICAL DETAILS
2
11/16/2018
Revision 2 (3)
E4.1
ELECTRICAL SCHEDULES
2
11/16/2018
Revision 2 (3)
E4.2
ELECTRICAL SCHEDULES
2
11/16/2018
Revision 2 (3)
E4.3
ELECTRICAL SCHEDULES
2
11/16/2018
Revision 2 (3)
05 -MECHANICAL
Mo. 1
MECHANICAL SYMBOLS, NOTES, SPECIFICATIONS,
& SCHEDULES
2
11/16/2018
Revision 2 (3)
M1.1
MECHANICAL DEMOLITION PLAN
2
11/1612018
Revision 2 (3)
M2.1
MECHANICAL PIPING PLAN
2
11/16/2018
Revision 2 (3)
M2.2
MECHANICAL ROOF PLAN
2
11/16/2018
Revision 2 (3)
M3.1
MECHANICAL DUCTWORK PLAN
2
11/16/2018
Revision 2 (3)
M7.1
MECHANICAL SECTIONS AND DETAILS
2
11/16/2018
Revision 2 (3)
M7.2
MECHANICAL SECTIONS AND DETAILS
2
11/16/2018
Revision 2 (3)
06 -PLUMBING
PO. 1
PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS &
DETAILS
2
11/16/2018
Revision 2 (3)
P1.1
PLUMBING DEMOLITION FLOOR PLAN
2
11/16/2018
Revision 2 (3)
P2.1
PLUMBING WASTE AND VENT PLAN
2
11/16/2018
Revision 2 (3)
P2.2
PLUMBING DOMESTIC WATER PLAN
2
11/16/2018
Revision 2 (3)
07 -FIRE PROTECTION
FO. 1
-
FIRE PROTECTION NOTES, SPECIFICATIONS &
DETAILS
2
11/16/2018
Revision 2 (3)
rF 2. _1
FIRE PROTECTION SPRINKLER PLAN
2
11/16/2018
Revision 2 (3)
REVISIONS
No changes shall be made to the scope
of work.witnout prior approval of the,
Tukwila Building Division.
NOTE: Revisions will require a new ptani
submittal and may include additional plan review.
SEPARATE PERMIT
REQUIREOTOR:
53" Mechahicd
CV Electric�W
r 1-1 v Plumbing
5/Gas Piping
City of Tukwila
BUILDING DIVISION
FILE COPY
PerTnit No. _4�
Plan review aporoval is subject to errors ano
omissions Appro4 of construction cocuments does
rici autr, * rize the vioiation of any aaomed code or
3rdinance Receipt of approved Field Copy and
is is aCKno Iedgecl:
0A, -
BV 9= 7-,
Dald 42
V (�ity of ;(ukvAla
BUILDING DIVISION
REVIEWED F6_R
CODE COMPLIANCE
APPROVED
DEC 17 2018
+:I -
City of Tulkwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
DEC 04 2018
PERMIT CENTER
�m
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3) 1
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ISSUES & REVISIONS
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# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3) 1
SEAUSIGNATURE
REGISTERED
T
V9 ARCHI ECT
CHAD H. YOSHINOBU
STATE OF WASHINGTON
CHAD YCISHINOBU, AIA 11/16/2018
�WASHINGTCN REGISTERED ARCHITECT 9951
SHEET TITLE
DRAWING INDEX
Scale: 1: 1
DRAWN:
REVIEW:
PROJECT NO.: 27.6699.045
@ 2018 Gensler
I
KLM11 I U V13CUU111 I T VtINL)UK UKAVVINU UNUtIl Otrtllh\ I t t1tKIVI1 I
J -BOX 6" x 6" x 4"D, EC TO PROVIDE DOUBLE BOX ONE WITHIN
PARTITION TO RECEIVE CONDUIT. THE OTHER SURFACE
MOUNTED TO ALLOW CONDUIT OR OPEN CABLE CONVEYANCE.
OPEN CABLE TO MICRO & POWER SUPPLY
17- 1
i CABLE TRAY ON OPPOSITE SIDE OF WALL
- - - - - - - - - 7-q (OPTIONAL)
Li li
111- 011
- - - - - - - - - - fi - - - - - - -
I L
71-H T
10, - 6" EXIT- jr SECURITY CAMERAS MOUNTED@ 10'- 0"
la -0--s
(0
8' - 0"
DOOR CONTACTS FOR DOOR PROP AND DOOR POSITION - BY SECURITY CONTRACTOR, EC
TO PROVIDE CONDUIT FROM FRAME TO J -BOX LOCATED ON SECURE SIDE. REFER TO
SECURITY CONTRACTOR PLAN FOR CONTACT LOCATIONS
(L EGRESS MOTION DETECTOR BY SECURITY CONTRACTOR, EC TO PROVIDE HORIZONTAL
011
TRIM RING OVER J -BOX WITHIN PARTITION LOCATED ON SECURE SIDE AS REQUIRED.
STROBE/HORN
INTERCOM DEVICE BY SECURITY CONTRACTOR, EC TO PROVIDE J -BOX W/ TRIM RING CAN SHARE CONDUIT
WITH EMERGENCY DOOR RELEASE. (OPTIONAL)
ELECTRIC HINGE EMERGENCY DOOR RELEASE BUTTON ON OPPOSITE SIDE OF WALL (IF REQUIRED) TO BE PROVIDED BY
BY GC SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION
5'- 0" AND CONDUIT TO CARD READER J -BOX WITH STRING LOCATED ON SECURE SIDE.
LIGHT SWITCH - ZONE
ELECTRICAL
4'- 0" LOCKSET BY— 3a
GC
L J
LOCK ALARM BOXIUNIT
EPO SWITCH LOCATED ON SECURE SIDE (OPTIONAL)
DOOR TO BE CARD READER (ON OPPOSITE SIDE OF WALL) BY SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL TRIM
MORTISED BY GC, RING OVER SINGLE GANG BOX WITHIN PARTITION
PANIC HARDWARE BY
GC WHERE REQUIRED ELEC. STRIKE WITH CONDUIT TO SPLICE BOX ON SOME
DOORS, REFER TO DOOR SCHEDULE
NOTE:
SECURITY CONTRACTOR TO PROVIDE AND INSTALL ALL HARDWARE AND DEVICES. EC TO
NOTES: SECURE SIDE OF DOOR COORDINATE. BOTH EC AND TENANT PROVIDE SECURITY CONTRACTOR.
Name
Door
Frame
Assembly Rating
Hardware
Set
Remarks
Number
Location
Type
Dimensions
Material
Finish
Material
Finish
Fire
Rating
Temp Rise
Smoke
Label
Width
Height
Thickness
120A
DATA HALL 2
A
31-011
91-011
1 3/4"
HM
PT05
HM
PT05
60 MIN
=
F—
CO
M
<
SET 105
B
120B-,--,.,
DATA HALL 2
B
6'- 0"
9'-
1 3/4"
HM
PT05
HM
PT05,,--,,,,,
60 MIN
Lo
SET 102
B, G, H
120C
DATA HALL 2
A
31-011
91-011
1 3/4"
HM
PT05
HM
PT05
60 MIN
SET 105
B
121A
STORAGE
A
31-011
91-011
1 3/4"
HM
PT05
HM
PT05
60 MIN
SET 105
121B
STORAGE
B
61-011
91 - Off
1 3/4"
HM.
PT05
HM
PT05
60 MIN
SET103
122
MECH 5
B
6- - 0"77'
9'- Off'=
1 3/4"'�
HM
PT05
HM�_�
PT`05�_—�_&O
57MIN
SET 102
B, G, H
123A
MECH6
A
31-011
91-011
1 3/4"
HM
PT05
HM
PT05
60 MIN
SET105
B
123B
MECHIS
B
61-011
91-011
1 3/4"
HM
PT05
HM
PT05
60 MIN
SET 102
B, G, H
124A
MECH7
A
31-011
91-011
1 3/4"
HM
PT05
HM
PT05
60 MIN
SET105
B
124B
MECH 7
B
61-011
91-011
1 3/4"
HM
PT05
HM
PT05
60 MIN
SET102
B, G, H
124C
MECH7
A
31-011
91-011
1 3/4"
HM
PT05
HM
PT05
60 MIN
SET105
B
125A
VESTIBULE
A
31-011
71-011
1 3/4"
ALUM
ALUM
ALUM
ALUM
0 MIN
SET 01
EXISTING DOOR AND FRAME, CONTRACTOR TO CONFIRM
EXISTING CONDITIONS.
125B
VESTIBULE
A
31-011
91-011
1 3/4"
HM
PT05
HM
PT05
0 MIN
SET105
B
126A
STORAGE
A
31-011
911 - Oil
1 3/4"
HM
PT05
HM
PT05
60 MIN
SET105
B
126B
STORAGE
B
61-011
91-011
1 3/4"
HM
PT05
HM
PT05
60 MIN
SET103
127
PRE -ACTION
A
31-011
SIT - Oil
1 3/4"
HM
PT05
HM
PT05
60 MIN
SET 106
128
IT -2 r_l�
A
3'- 0"
9- 0"
1 3/4"
HM
PT05
HM
PT05
60 MIN
SET 105
B
128A
STORAGE
A
31-011
81-011
1 3/4"
HM
PT05
HM
PT05
60 MIN
SET 01
EXISTING DOOR AND FRAME, CONTRACTOR TO CONFIRM
EXISTING CONDITIONS.
129
JANITOR
A
31-011
81-011
1 3/4"
HM
PT05
HM
PT05
0 MIN
SET 106
130
WOMENS
A
31-011
81-011
1 3/4"
HM
PT05
HM
PT05
0 MIN
SET 107
131
MIENS
A
31-011
8f - Oil
1 3/4"
HM
PT05
HM
PT05
0 MIN
SET107
132
CONFERENCE
A
31 - Of'
81-011
1 3/4"
HM
PT05
HM
PT05
0 MIN
SET106
134
PECURITY
A
31-011
81-011
1 3/4"
HM
PT05
HM
PT05
0 MIN
SET 105
1 B,
135
CORRIDOR
IB
61-011
1 91-011
11 3/4`1
HM
PT05
HM
PT05
0 MIN
SET 103
IG, H
136
MECHANICAL YARD
L
131-011
191-011
113/41'
ALUM
GALV
ALUM
IGALV
I N/A
SET03
1. ALL CONDUIT 3 " MINIMUM PROVIDED BY EC PROVIDE TWO STRINGS AT EACH TERMINATION POINT UNLESS OTHERWISE APPROVED BY PROJECT MGR.
2. ALL PLENUM BOXES TO BE USED ABOVE CEILING AS REQUIRED. A
3. CABLING AND LOW VOLTAGE WIRING BY SECURITY CONTRACTOR. HARDWARE GROUPS
DOUBLE DOOR TYPICAL CONDUIT REQUIREMENTS COORDINATE LOCATIONS WITH SECURITY CONTRACTOR UNDER CONTRACT TO TENANT GROUP NO. 1 GROUP NO. 100 GROUP NO. 103 GROUP NO. 108
ELECTRIC PANIC DEVICE ELECTRIC CYLINDRICAL LOCKSET ELECTRIC CYLINDRICAL CLASSROOM LOCKSET ELECTRIC CYLINDRICAL LOCKSET
REFER TO SECURITY VENDOR DRAWING UNDER SEPERATE PERMIT DOOR PULL (IF REQD) ELECTRIC HINGE (ACTIVE LEAF) ELECTRIC HINGE
J -BOX 6" x 6" x 4"D, EC TO PROVIDE DOUBLE BOX ONE WITHIN ELECTRIC HINGE HINGES ELECTRIC HINGE (ACTIVE LEAF) HINGES
PARTITION TO RECEIVE CONDUIT. THE OTHER SURFACE HINGES (IF REQD) DOOR CLOSER W/ STOP ARM HINGES DOOR CLOSER W/ STOP ARM
CL MOUNTED TO ALLOW CONDUIT OR OPEN CABLE CONVEYANCE. CLOSER W/ STOP ARM (IF REQD) GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H FLUSH BOLT SET SEAL SET
OPEN CABLE TO MICRO & POWER SUPPLY SADDLE THRESHOLD (IF REQD) ALUMINUM SATIN FINSH DUSTPROOF STRIKE GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H
12'- 0" S — — Z, �-_w WEATHERSEAL SET SEAL SET DOOR CLOSER W1 STOP ARM ALUMINUM SATIN FINSH
CABLE TRAY ON OPPOSITE SIDE OF WALL
- - - - - - - - - - - - - - - -- - - - - - - CLOSER MOUNTING BRACKET SET WALL STOP
111- 6" S '- I A_,�
— – - =__;;i [:_7 = = zz (OPTIONAL) GROUP NO. 101 SEAL SET (JAMBS & ASTRAGAL) LATCH GUARD (OUTSWING)
011 A`,
111- - - - - - - - -- L - - - - - - - z GROUP NO. 2 ELECTRIC CYLINDRICAL LOCKSET (ACTIVE LEAF) (SMOKE SEALS AT RATED DOOR) SADDLE THRESHOLD (IF REQD)
V -w I I �1-1 11 1
10,- 6" - - - -- - - - - _j I - - - - - ELECTRIC PANIC DEVICE ELECTRIC HINGE (ACTIVE LEAF) DOOR SWEEPS
�jw GROUP NO. 109
10. a-,) SECURITY CAMERAS MOUNTED@ 10'- 0" DOOR PULL (IF REQD) HINGES GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ELECTRIC PANIC DEVICES
- 011 ELECTRIC HINGE AUTO FLUSH BOLT SET
ALUMINUM SATIN FINSH DOOR PULLS
CD HINGES (IF REQD) DUSTPROOF STRIKE WALLSTOPS ELECTRIC HINGES
DOOR CLOSER (IF REQD) DOOR CLOSERS W/ STOP ARMS OVERLAP ASTRAGAL (INACTIVE LEAF; SIM TO NG 550) HINGES, AUTO FLUSH BOLTS
81 0,1 TD
GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H COORDINATOR PROVIDED BY DOOR SUPPLIER OR GC. DOOR CLOSERS W/ STOP ARMS
DOOR CONTACTS FOR DOOR PROP AND DOOR POSITION BY SECURITY CONTRACTOR, EC ALUMINUM SATIN FINSH
CLOSER MOUNTING BRACKET SET
TO PROVIDE CONDUIT FROM FRAME TO J -BOX LOCATED ON SECURE SIDE. REFER TO COORDINATOR
SECURITY CONTRACTOR PLAN FOR CONTACT LOCATIONS SADDLE THRESHOLD (IF REQD) GAMUT KICK & MOP ARMOR PLATE 34" W X 46"H GROUP NO. 105 SEAL SET (JAMBS & ASTRAGAL)
SEAL SET ALUMINUM SATIN FINSH ELECTRIC CYLINDRICAL LOCKSET DOOR SWEEPS
EGRESS MOTION DETECTOR BY SECURITY CONTRACTOR, EC TO PROVIDE SADDLETHRESHOLD ELECTRIC HINGE
0" HORIZONTAL TRIM RING OVER J -BOX WITHIN PARTITION LOCATED ON SECURE SIDE MEETING ASTRAGAL
11 1 ji 'ILI STROBE/HORN GROUP NO. 3 SEAL SET (JAMBS & ASTRAGAL) HINGES GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H
ALL REQUIRED HARDWARE INCLUDING WALL STOPS DOOR CLOSER W/ STOP ARM ALUMINUM SATIN FINSH
6' - 8" INTERCOM DEVICE BY SECURITY CONTRACTOR, PROVIDE J- SLIDE LOCK BY DOOR SUPPLIER OR GC OVERLAP ASTRAGAL (INACTIVE LEAF) SEAL SET WALL STOPS
ASTRAGAL PROVIDED BY DOOR SUPPLIER OR GC
BOX W/ TRIM RING CAN SHARE CONDUIT WITH EMERGENCY COMBO PADLOCK BY SECURITY (SMOKE SEALS AT RATED DOOR) GROUP NO. 110
DOOR RELEASE. (OPTIONAL) DOOR SWEEP
EMERGENCY DOOR RELEASE BUTTON ON OPPOSITE SIDE OF WALL GROUP NO. 4 GROUP NO. 102 GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ELECTRIC PANIC DEVICE
ELECTRIC HINGE, (IF REQUIRED) TO BE PROVIDED BY SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL ALUMINUM SATIN FINSH ELECTRIC HINGE
TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION AND CONDUIT
5'- 0" -BY GC CHAIN LINK SWING GATE (RE: ELEV FOR INFO) ELECTRIC CYLINDRICAL CLASSROOM LOCKSET LATCH GUARD (OUTSWING) HINGES
TO CARD READER J -BOX WITH STRING LOCATED ON SECURE SIDE. (ACTIVE LEAF) DOOR CLOSER W/ STOP ARM
ELECTRICAL LIGHT SWITCH - ZONE GROUP NO. 5 ELECTRIC HINGE (ACTIVE LEAF) GROUP NO. 106 SEAL SET
41- 011 -LOCKSET BY GC I V_ KNOX BOX (FIRE DEPARTMENT ACCESS) HINGES STOREROOM LOCKSET (SMOKE SEALS AT RATED DOOR)
AUTO FLUSH BOLT SET HINGES DOOR SWEEP
3- - 6" L DUSTPROOF STRIKE DOOR CLOSER
GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H
DOOR CLOSERS W1 STOP ARMS GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ALUMINUM SATIN FINSH
EPO SWITCH LOCATED ON SECURE SIDE (OPTIONAL)
COORDINATOR ALUMINUM SATIN FINSH WALLSTOP
DOORTOBE CARD READER (ON OPPOSITE SIDE OF WALL) CLOSER MOUNTING BRACKET SET SEAL SET
MORTISED BY GC, BY SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL SEAL SET (JAMBS & ASTRAGAL) WALL STOP GROUP NO. 112
PANIC HARDWARE TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H STOREROOM LOCKSET
BY GC WHERE ALUMINUM SATIN FINSH GROUP NO. 107 HINGES
REQUIRED ELECTRIC STRIKE WITH CONDUIT TO SPLICE BOX ON PRIVACY LOCKSET DOOR CLOSERS W1 STOP ARMS
INACTIVE SOME DOORS REFER TO DOOR SCHEDULE WALL STOPS HINGES SEAL SET
LEAF NOTE: OVERLAP ASTRAGAL (INACTIVE LEAF; SIM TO NG 550) DOOR CLOSER GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H
SECURITY CONTRACTOR TO PROVIDE AND INSTALL ALL HARDWARE AND DEVICES. EC TO PROVIDED BY DOOR SUPPLIER OR GC GAMUT KICK & MOP ARMOR PLATE 34" W X 46" H ALUMINUM SATIN FINSH
SECURE SIDE OF DOOR COORDINATE. BOTH EC AND TENANT PROVIDE SECURITY CONTRACTOR. ALUMINUM SATIN FINSH WALL STOP
NOTES: SEAL SET LATCH GUARD (OUTSWING)
1. ALL CONDUIT 3/4" MINIMUM PROVIDED BY EC PROVIDE TWO STRINGS AT EACH TERMINATION POINT UNLESS OTHERWISE NOTED. "NOTE: MOUNT ALL CLOSERS ON NON-PUBLIC SIDE OF DOORS WALLSTOP
2. ALL PLENUM BOXES TO BE USED ABOVE CEILING AS REQUIRED.
3. CABLING AND LOW VOLTAGE WIRING BY SECURITY CONTRACTOR, UNO.
DOOR TYPES
SCHEDULE WIDTH
W
X
UPON CARD RECOGNITION THE EXIT DEVICE LATCH IS ELECTRICALLY RETRACTED. REQUEST -TO -EXIT BUILT INSIDE PUSH PAD OF EXIT DEVICE SHUNTS ALARM AUTHORIZING ENTRY. PANIC HARDWARE ALLOWS
EGRESS BY FUNCTION.
B
UPON CARD RECOGNITION THE ELECTRIC LOCK IS ELECTRICALLY RELEASED. LOCKSET ALLOWS FREE EGRESS BY FUNCTION.
W
INSTALL SOLID WEATHERSEALS BEFORE EXIT DEVICE STRIKE AND CLOSER HD ARM SO SEAL IS CONTINUOUS. TEMPLATE HARDWARE ON THE DOOR TO ALLOW FOR SEAL THICKNESS.
D
ELECTRIC HINGE IS WIRED EXTERNALLY ON THE DOOR AND ROUTED UP THE INSIDE OF THE HOLLOW METAL FRAME NO MORTISE FOR ELECTRIC HINGE IS REQUIRED FROM HINGE TO HARDWARE SET. -
E
CONTRACTOR TO COORDINATE RELATED TRADES. OVERLAPPING ASTRAGAIL TO MOUNT ON THE ACTIVE LEAF ON OUTSWING DOORS AND THE INACTIVE LEAF ON INSWING DOORS SO THE LOCK LATCH IS
GUARDED BY THE METAL DOOR ASTRAGAL.
F
CONTRACTOR TO COORDINATE RELATED TRADES TO PREPARE DOOR FRAME TO ACCEPT ELECTRIC STRIKE, OBTAIN TEMPLATES FROM SECURITY VENDER.
D
PROVIDE NO LOCKSETS OR DUMMY HARDWARE ON INACTIVE LEAF.
H
DOUBLE DOORS CONSIST OF TWO (2) 3-0" X 9'-0" LEAVES.
0
W
EXISTING DOOR AND FRAME, CONTRACTOR TO CONFIRM EXISTING CONDITIONS.
i
EXISTING DOOR TO BE CLOSED, LOCKED. PROVIDE BEAD OF ELASTOMERIC SEALANT BETWEEN DOOR AND FRAME. FOR GLASS DOORS MATERIAL BEHIND DOOR TO BE PAINTED DARK GRAY.
K
NEW ALUMINUM STOREFRONT DOOR TO MATCH EXISTING.
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W
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0
W
SCHEDULE WIDTH
EQ EQ
TYPE'13'
PAIR
TYPE'L"
NOTE: HARDWARE AND SECURITY DEVICES PROVIDED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT
DOOR REMARKS DESCRIPTION
REVIEWED FOR
CODE COMPUANtE
APPROVED
DEC 17 2010
BUIL15ING DIVISION
A
UPON CARD RECOGNITION THE EXIT DEVICE LATCH IS ELECTRICALLY RETRACTED. REQUEST -TO -EXIT BUILT INSIDE PUSH PAD OF EXIT DEVICE SHUNTS ALARM AUTHORIZING ENTRY. PANIC HARDWARE ALLOWS
EGRESS BY FUNCTION.
B
UPON CARD RECOGNITION THE ELECTRIC LOCK IS ELECTRICALLY RELEASED. LOCKSET ALLOWS FREE EGRESS BY FUNCTION.
C
INSTALL SOLID WEATHERSEALS BEFORE EXIT DEVICE STRIKE AND CLOSER HD ARM SO SEAL IS CONTINUOUS. TEMPLATE HARDWARE ON THE DOOR TO ALLOW FOR SEAL THICKNESS.
D
ELECTRIC HINGE IS WIRED EXTERNALLY ON THE DOOR AND ROUTED UP THE INSIDE OF THE HOLLOW METAL FRAME NO MORTISE FOR ELECTRIC HINGE IS REQUIRED FROM HINGE TO HARDWARE SET. -
E
CONTRACTOR TO COORDINATE RELATED TRADES. OVERLAPPING ASTRAGAIL TO MOUNT ON THE ACTIVE LEAF ON OUTSWING DOORS AND THE INACTIVE LEAF ON INSWING DOORS SO THE LOCK LATCH IS
GUARDED BY THE METAL DOOR ASTRAGAL.
F
CONTRACTOR TO COORDINATE RELATED TRADES TO PREPARE DOOR FRAME TO ACCEPT ELECTRIC STRIKE, OBTAIN TEMPLATES FROM SECURITY VENDER.
G
PROVIDE NO LOCKSETS OR DUMMY HARDWARE ON INACTIVE LEAF.
H
DOUBLE DOORS CONSIST OF TWO (2) 3-0" X 9'-0" LEAVES.
I
EXISTING DOOR AND FRAME, CONTRACTOR TO CONFIRM EXISTING CONDITIONS.
i
EXISTING DOOR TO BE CLOSED, LOCKED. PROVIDE BEAD OF ELASTOMERIC SEALANT BETWEEN DOOR AND FRAME. FOR GLASS DOORS MATERIAL BEHIND DOOR TO BE PAINTED DARK GRAY.
K
NEW ALUMINUM STOREFRONT DOOR TO MATCH EXISTING.
RECEIVED
CITY OF TUKWILA
DEC 0 4 2018
PERIMIT CENTER
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
"a"
5005 Greenville Avenue
Dallas,, TX 75206
United States
Tel: 214.273.1500
Fax: 214.273.1505
C\j
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11 /16/2018
Revision 2 (3)
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ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11 /16/2018
Revision 2 (3)
SEAUSIGNATURE
951 REGISTERED
ARCHITECT
I CHAD H. YOSHINOBU
INGTON1
CHAD YOSHINOBU, AIA 11/16/2018
k,,WASHINGTON REGISTERED ARCHITECT 9951
SHEET TITLE
SCHEDULES
Scale: As indicated
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 27.6699.045 0
A'004' 0 m2w`
2018 Gensler
EXISTING PARKING NOT IMPACTED BY THIS PERMIT
PROPOSED USE IN AREA OF WORK (WAREHOUSE) WILL NOT INCREASE ACTUAL PARKING
DEMAND.
PLEASE REFER TO STATEMENT ON GOO.00 AND AFFIDAVIT SUBMITTED WITH THIS PERMIT.
I L
�O—EWED FOR
ODE COMPLIANCE
APPROVED
DEC I 12.010
City of TukvAla
BUILDING DIVISION
LEVEL 01 - SITE PLAN 01
SCALE: 1" = 20'-0"
SHEET NOTES
01 EXISTING MECHANICAL YARD TO REMAIN.
02 PROPOSED NEW MECHANICAL YARD TO BE SECURED
WITH CHAIN LINK FENCE. NO PARKING REMOVED.
03 EXISTING RETAINING WALLS TO REMAIN.
04 PROVIDE AND INSTALL GALVANIZED CHAIN LINK
FENCE. REF CONSTRUCTION PLAN.
RECEIVED
CITY OF TUKWILA
DEC 0 4 2018
PER11"AIT CENTER
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
5005 Greenville Avenue
Dallas; TX 75206
�p
United States
Tel: 214.273.1500
Fax: 214.273.1505
C/)
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
- 9/9/2016 Issue for Permit
2 11/16/2018 Revision 2 (3)
SEAL/SIGNATURE
9951 REGISTERE7D
'T
ARC
CHAD H. �bSHINOBU
STATE OF WASHINGTON
� CHAD YOSHINOBU, AIA 11/16/2018
�WASHINGTON REGISTERED ARCHITECT 9951
SHEET TITLE
SITE PLAN
Scale: 1 " = 20'-0"
Ref. North]
I SHEET NO:
DRAWN:
REVIEW: AM Am AML
PROJECT NO.: 27.6699.045 ;auk U
AOUE J
@ 2018 Gensler
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ISSUES & REVISIONS
Issue
# Issue Date Issue Description
- 9/9/2016 Issue for Permit
2 11/16/2018 Revision 2 (3)
SEAL/SIGNATURE
9951 REGISTERE7D
'T
ARC
CHAD H. �bSHINOBU
STATE OF WASHINGTON
� CHAD YOSHINOBU, AIA 11/16/2018
�WASHINGTON REGISTERED ARCHITECT 9951
SHEET TITLE
SITE PLAN
Scale: 1 " = 20'-0"
Ref. North]
I SHEET NO:
DRAWN:
REVIEW: AM Am AML
PROJECT NO.: 27.6699.045 ;auk U
AOUE J
@ 2018 Gensler
1 1 1 16 1 1 19
06 05 8 9 10 11 12
<E>
VESTIBULE
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 1714018
LEGEND
EXIT SCHEDULE
EXIT ROUTE SEGMENT LENGTH
EXIT ROUTE A - A'
AREA NOT IN CONTRACT (NIC)
EXIT ROUTE A - 13'
1 HR. RATED PARTITION
EXIT ROUTE B - A'
NON -RATED PARTITION
EXIT ROUTE B - 13'
CEILING MOUNTED EXIT SIGN
EXIT ROUTE C - A'
WALL MOUNTED EXIT SIGN
EXIT SCHEDULE
EXIT ROUTE SEGMENT LENGTH
EXIT ROUTE A - A'
137- 6"
EXIT ROUTE A - 13'
156'- 0"
EXIT ROUTE B - A'
971-011
EXIT ROUTE B - 13'
147'- 6"
EXIT ROUTE C - A'
135'- 6"
EXIT ROUTE C - 13'
107'- 0"
EXIT ROUTE D - 13'
2401-011
EXIT ROUTE E - A'
181'- 0"
EXIT ROUTE E - 13'
1541-011
.......... I ..........
RECEIVED
CITY OF TUKWILA
DEC 0 4 2018
PERIAIT CENTER
SERVER CABINETS ARE INTENDED TO BE IN THE CENTER OF
THE DATA HALL ARRANGED IN ROWS WITH AISLE ACCESS
AROUND THE PERIMETER OF THE AREA BETWEEN ROWS OF NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
CABINETS (24" X 48" WIDE).
5005 Greenville Avenue
Dallas, TX 75206
United States
Tel: 214.273.1500
Fax: 214.273.1505
Uj
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ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
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ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
SEALISIGNATURE
9951 REGISTERED
ARCHITECT
KCHAD H. YOSHINOBU
STATE NGTON
OF WASHI�
I CHAD YOSHINOBU, AIA
k,WASHINGTON REGISTERED ARCHITECT 9951
- - SHEET TITLE
LIFE SAFETY PLAN
Scale: As indicated
DRAWN:
REVIEW:
PROJECT NO.: 27.6699.045
@ 2018 Gensler
11/16/2018 1
R ef. No
(1 7 rth
SHEET NO:
SHEET NOTES
01 EXISTING STOREFRONT DOOR TO REMAIN. PERMANENTLY
CLOSE AND LOCK. REF CONSTRUCTION PLAN.
02 REMOVE EXISTING HOLLOW METAL DOOR AND FRAME.
SALVAGE FOR REUSE.
03 DEMO PORTION OF EXISTING PARTITION. REFER TO
CONSTRUCTION PLAN.
04 FULL HEIGHT DEMISING PARTITIONS TO BE REMOVED.
05 REMOVE EXISTING OVERHEAD DOORS. ALL ASSOCIATED
8 9 10 11 12 13 14 HARDWARE AND TRACKS AND STORE PER LANDLORD
RECOMMENDATION.
06 EXISTING DOOR TO REMAIN, PERMANENTLY CLOSE AND
LOCK. REF CONSTRUCTION PLAN.
EXISTING STAIR AN�
+3
I
GENERAL NOTES
A RE: AOO DRAWING SERIES FOR SCHEDULES,
LEGENDS, SYMBOLS AND ABBREVIATIONS.
B FOR CONSTRUCTION PLAN AND OTHER PLAN
REFERENCES, RE: A02 DRAWING SERIES.
C COORDINATE WITH PROPERTY MANAGER
FOR RETURN OF SALVAGE ITEMS TO
BUILDING OWNER FOR FUTURE REUSE.
COORDINATE WITH PROPERTY MANAGER
FOR ITEMS REQUIRED.
D REMOVE EXISTING INTERIOR PARTITIONS,
DOORS, FRAMES, HARDWARE, FLOOR AND
WALL FINISHES, LIGHTS AND CEILING
SYSTEMS NOT SHOWN TO REMAIN OR AS
REQUIRED FOR NEW WORK.
E REMOVE EXISTING TELEPHONE AND DATA
CABLING NOT SHOWN TO REMAIN ON
CONSULTANT'S PLANS OR AS REQUIRED FOR
NEW WORK.
F REMOVE EXISTING MECHANICAL,
ELECTRICAL, AND PLUMBING SYSTEMS NOT
SHOWN TO REMAIN ON CONSULTANT'S
PLANS OR AS REQUIRED FOR NEW WORK.
G PATCH, REPAIR, AND PREPARE ALL
AFFECTED AREAS IN PREPARATION FOR NEW
WORK.
H ERECT AND MAINTAIN DUSTPROOF
PARTITIONS AS REQUIRED TO PREVENT
SPREAD OF DUST, FUMES, AND SMOKE, ETC.
TO OTHER PARTS OF THE BUILDING. UPON
COMPLETION, REMOVE PARTITIONS AND
REPAIR DAMAGED SURFACES TO MATCH
ADJACENT SURFACES.
J IF DEMOLITION IS PERFORMED IN EXCESS OF
THAT REQUIRED, RESTORE AFFECTED
AREAS AT NO COST TO THE OWNER.
K REMOVE FROM SITE DAILY AND LEGALLY
DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND
OTHER MATERIALS RESULTING FROM
DEMOLITION OPERATIONS.
L COMPLY WITH APPLICABLE LOCAL, STATE
AND FEDERAL CODES AND REGULATIONS
PERTAINING TO SAFETY OF PERSONS,
PROPERTY AND ENVIRONMENTAL
PROTECTION.
M PROVIDE AND MAINTAIN BARRICADES,
LIGHTING, AND GUARDRAILS AS REQUIRED
BY APPLICABLE CODES AND REGULATIONS
TO PROTECT OCCUPANTS OF BUILDING AND
OTHER WORKERS.
N CLEAN LOOSE PARTICLES / DUST FROM
JOISTS USING COMPRESSED AIR AFTER
DEMOLITION IS COMPLETED.
AREA OF WORK
DEMO LEGEND
EXISTING - NOT PART OF SCOPE
EXISTING WALL TO REMAIN
PARTITION TO BE DEMOLISHED
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
C114
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ISSUES & REVISIONS
Issue
# Issue Date Issue Description
- 9/9/2016 Issue for Permit
2 11/16/2018 Revision 2 (3)
SEAUSIG NATURE
9951 REGISTERED
ARCHITECT
I CHAD H. YOSHINOBU
STATE OF WASHINGTON
CHAD YOSHINOBIJI, AIA 11/16/2018
�WASHINGTON REGISTERED ARCHITECT 9951
SHEET TITLE
SELECTIVE DEMOLITION PLAN
Ref. North
Scale: As indicated
SHEET NO:
DRAWN:
,Mbk A A
REVIEW: on 0
PROJECT NO.: 27.6699.045 AU
I
@ 2018 Gensler
<E> MMR2
1 1211 1150 W F1
oil
SHEET NOTES
01 PROVIDE AND INSTALL GALVANIZED CHAIN LINK FENCE 10'-0"
HIGH. PROVIDE TENSION WIRE ACROSS BOTTOM.
GALVANIZED POSTS TO BE SPACED 4'-0" O.C. MAXIMUM,
PLACED IN CONCRETE FOOTING 30" DEEP AND 12"
DIAMETER. PROVIDE TWO PAIR OF 3'-0" WIDE X 8'-0" HIGH
GATES AS SHOWN. ABOVE GATES PROVIDE CROSS MEMBER
AND CHAIN LINK TRANSOM. GATES WILL HAVE THREE (3)
HINGES EACH AND ONE (1) LOCKABLE 42" HIGH EZ LATCH.
REF 3/Al2.10 FOR SIM POST FOOTING DETAIL.
02 PROVIDE NEW BOLLORDS TO MATCH EXISTING. REF DETAIL
04/Al2.10.
03 TATE POSI-LOCK STAIR ASSEMBLY. PROVIDE ALUMINUM
HANDRAIL ON BOTH SIDES. WHERE HANDRAIL IS WALL
MOUNTED PROVIDE SUPPORT BY NON-COMBUSTIBLE WOOD
BLOCKING WITHIN THE PARTITION TO ALLOW 250 LB. SHEAR
LOAD CAPABILITY.
04 ORIGIN POINT OF RAISED ACCESS FLOOR GRID, CONFIRM
WITH CONSTRUCTION MANAGER PRIOR TO PARTITION
CONSTRUCTION.
05 TATE INC. RAISED ACCESS FLOOR: "CONCORDE 1250" WITH 4'
BOLTED STRINGER AND GRATEAIRE PERFS ELEVATION @ 30"
ABOVE CONCRETE DECK.
06 5LB. 5B:C HALOTRON 1 FIRE EXTINGUISHER. MOUNT AS
NOTED: LARSEN 818 BRACKET OR LARSEN RECESSED
CABINET 2409-R2 HORIZONTAL DUO CLEAR ACRYLIC DOOR
WHITE BAKED ENAMEL MOUNT BOTTOM EDGE @ 27" A.F.F.,
TYPICAL.
07 REFER TO 8/Al2.50 FOR PARTITION BELOW THRESHOLD.
08 5LB. 2A:10B:C ABC FIRE EXTINGUISHER. MOUNT AS NOTED:
LARSEN 818 BRACKET OR LARSEN RECESSED CABINET
2409-R2 HORIZONTAL DUO CLEAR ACRYLIC DOOR WHITE
BAKED ENAMEL MOUNT BOTTOM EDGE @ 27" A.F.F., TYPICAL.
09 REFER TO ENG. DRAWINGS FOR LOCATION OF CRAC UNITS
IN THE MECH. ROOMS. AT EACH CRAC UNIT PROVIDE TWO (2)
56" LONG X 24" WIDE FRAMED SUPPLY AIR OPENINGS IN THE
PARTITION BELOW RAISED FLOOR FOR EACH NEW & FUTURE
CRAC UNIT. PROVIDE TWO (2) 56- LONG AND 24" WIDE
FRAMED RETURN AIR OPENINGS IN THE PARTITION ABOVE
THE DATA CENTER SUSPENDED CEILING @ EACH NEW &
FUTURE CRAC UNITS. PROVIDE ONE (1) 56" LONG X 24" WIDE
FRAMED SUPPLY AIR OPENING IN THE PARTITION BELOW
RAISED FLOOR FLOOR INTO THE DATA HALL @ EACH MMR
ROOM & ONE (1) 56" LONG X 24" WIDE FRAMED RETURN AIR
OPENING IN THE PARTITION INTO THE DATA HALL ABOVE THE
DATA CENTER CEILING @ EACH MMR ROOM. RETURN AIR
OPENINGS ABOVE DATA CENTER ARE TO BE PROTECTED BY
KEES INC. SECURITY GRATE (OR SIMILAR) A STYLE FRAME
2-1/2" X 2-1/2" ANGLE IRON FRAME W/ HOLES FOR FASTENING
TO PARTITION. 1/4" X 1/4" DIAMETER COLD ROLLED BARS, 6"
O.C. BOTH WAYS, WELDED AT THE FRAME & CROSS POINTS.
THE DATA HALL IS THE SECURE SIDE. REF DETAIL 3/AI2.01.
10 PROVIDE DEMOUNTABLE CHAIN @ 42" ABOVE RAISED FLOOR
ACROSS OPENING ATTACHED TO METAL DOOR FRAME ON
MECH ROOM SIDE OF DOUBLE DOOR.
11 REFER TO DETAIL 5/Al2.01 FOR INFILL OF OVERHEAD
DOORS.
12 EXISTING STAIRS, HANDRAILS, AND LANDING TO REMAIN.
CONFIRM EXISTING CONDITIONS COMPLY WITH CODE
REQUIREMENTS.
13 EXISTING BOLLARDS TO REMAIN.
14 CONTRACTOR TO PATCH, REPAIR, MODIFY PARTITION AS
REQUIRED TO MAINTAIN 1 -HOUR FIRE RATING.
15 EXISTING FENCE TO REMAIN.
16 EXISTING DOOR TO BE CLOSED, LOCKED AND SCREWED
SHUT. PROVIDE BEAD OF ELASTOMERIC SEALANT BETWEEN
DOOR AND FRAME.
17 EXISTING STOREFRONT. PROVIDE BLACK OUT WINDOW FILM
(3M ULTRA SERIES 600 OR LLUMAR (6MIL) ON INSIDE FACE OF
GLAZING BEFORE ANY INTERIOR WALL CONSTRUCTION. SEE
FINISH SCHEDULE.
18 EXISTING DOOR TO BE CLOSED, LOCKED AND SCREWED
SHUT. PROVIDE BEAD OF ELASTOMERIC SEALANT BETWEEN
DOOR AND FRAME. PAINT OUTSIDE TO MATCH BUILDING
EXTERIOR.
19 HANDRAILS TO EXTEND 12" BEYOND LAST RISER AT TOP OF
STAIR AND ONE TREAD WIDTH OR 12" AT BOTTOM OF STAIR.
REF I/Al2.50
20 PROVIDE GYP CLAD BULKHEAD AT 1 V-1 1 " AFF TO DECK
ABOVE.
21 ELEVATION OF NEW RAISED ACCESS FLOORING (RAF)
ALIGNS WITH EXISTING RAF EXACTLY, ALIGN RAF GRIDS IN
PLAN.
22 TATE INC. GRATEAIRE PERFORATED FLOOR TILES. CONFIRM
LOCATION AND QUANTITY WITH CONSTRUCTION MANAGER
PRIOR TO PLACING ORDER.
23 REFER TO ELECTRICAL SHEETS FOR EQUIPMENT LAYOUT.
GENERAL NOTES
A RE: AOO DRAWING SERIES FOR SCHEDULES,
LEGENDS, SYMBOLS AND ABBREVIATIONS.
B RE: GOO SHEET SERIES FOR CODE ANALYSIS
RELATED TO PROJECT.
C RE: Al2.00 FOR PARTITION TYPES
D RE: AOO.20 FOR DOOR SCHEDULE. MULTIPLE
DOORS INTO A SINGLE ROOM HAVE AN
ALPHABETICAL DESIGNATION
E ALL EXISTING DOORS, FRAMES AND
HARDWARE TO REMAIN ARE DESIGNATED
WITH AN "E" SYMBOL, U.N.O. DOUBLE DOOR
INACTIVE LEAF IS DESIGNATED WITH AN "I"
SYMBOL, U.N.O.
F ALL PARTITIONS AT THE WINDOW WALL ARE
CENTERED ON EITHER COLUMNS OR
WINDOW MULLIONS, UNO.
G COORDINATE AND PROVIDE
NON-COMBUSTIBLE BLOCKING FOR
MILLWORK AND ITEMS ATTACHED OR
MOUNTED TO PARTITIONS OR CEILINGS.
H PARTITIONS ARE DIMENSIONED FROM FINISH
FACE TO FINISH FACE, UNO. MAINTAIN
DIMENSIONS MARKED "CLEAR". ALLOW FOR
THICKNESSES AND MOUNTING OF FINISHES.
J RE: Al2.51 SEISMIC DETAILS. RE:
STRUCTURAL FOR ADDITIONAL
INFORMATION.
A
IL
AREA OF WORK
EXISTING WALL TO REMAIN
NEW PARTITION
1 HR. RATED FIRE PARTITION
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
5005 Greenville Avenue
Dallas, TX 75206
United States -
Tel: 214.273.1500
Fax: 214.273.1505
C1*_4
9/9/2016
Issue for Permit
1
_j
Revision 1
2
11/16/2018
Revision 2 (3)
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ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
RECEIVED
(31TY OF TUMILA,
DEC 0 4 2018
PER1101T CENT'R
C
SEAUSIGNATURE
9951 REGISTERED
ARCHITECT
UCHAD H. YOSHINOBU
STATE OF ASHINGTON
E WEn
I CHAD YOSHINOBU, AIA 11/16/2018
QWASHINGTON REGISTERED ARCHITECT 9951 n
SHEET TITLE
CONSTRUCTION PLAN
Ref. North
Scale: As indicated (1) j
SHEET NO:
DRAWN:
REVIEW: Admb�
PROJECT NO.: 27.6699.045 A 0 M01
18 Gensler
SHEET NOTES
01 SUSPENDED LIGHT FIXTURES TO BE POSITIONED @ 12--0"
A.F.F. PLUMB ALL STEM, AIRCRAFT CABLE, AND
APPURTENANCES USED TO SUPPORT SUSPENDED LIGHT
;:(z \
FIXTURES.
02 CEILING GRID ALIGNS WITH FLOOR GRID EXACTLY. REFER
TO CONSTRUCTION MANAGER FOR RAISED ACCESS FLOOR
ORIGIN POINT.
03 RE: Al2.51 FOR SEISMIC DETAILS. SEISMIC NOTE: ALL
06 05 8 9 10 11 1 1 14 PURSUANT TO LOCAL CODE.
04 LOCATION OF SEISMIC SEPARATION JOINT AS REQUIRED BY
THE NORTHWEST WALL& CEILING. BUREAU.
05 PERFORATED CEILING TILES CL02 LABELLED "P", TYP.
CONFIRM QUANTITY AND LOCATIONS OF PERFORATED
I ILL0 "1 1 rl IVIEr' r-MUR I U HLAUINU Urwr-K. r\r-: NNIbn
SCHEDULE SHEET Al2.10. PROVIDE 120 CT.
06 EXISTING CEILING AND LIGHT FIXTURES TO REMAIN IN
AREAS DESIGNATED "NOT IN CONTRACT (NIC)", TYP.
GENIERML NOTES
A RE: AOO DRAWING SERIES FOR SCHEDULES,
LEGENDS, SYMBOLS AND ABBREVIATIONS.
B RE: AOO.40 FOR TYPICAL DEVICE MOUNTING
LOCATIONS.
C ALL ACOUSTICAL CEILING HEIGHTS ARE
MEASURED FROM TOP OF CONCRETE DECK.
D CENTER ALL EXIT SIGNS, SMOKE
DETECTORS, ETC. IN THE CENTERLINE OF
CORRIDORS AND CENTERLINE OF LIGHT
FIXTURES, UNO., OR VIOLATION OF
APPLICABLE CODES WOULD OCCUR.
E INSTALL REGISTERS AND LIGHT FIXTURES
WITHIN GRID LINES. INSTALL SPEAKERS,
LIGHT FIXTURES, AND OTHER CEILING
ELEMENTS IN THE GEOMETRIC CENTER OF
ACOUSTICAL UNITS OR CEILING PANELS,
UNO.
F IN ACOUSTICAL CEILINGS, LOCATE ALL
SPRINKLER HEADS IN THE GEOMETRIC
CENTER OF PANELS, UNO.
J RE: MEP DRAWINGS FOR DESIGN OF
MECHANICAL AND ELECTRICAL SYSTEMS.
ARCHITECTURAL PLANS GOVERN FOR
LOCATION OF ITEMS INSTALLED IN CEILINGS.
NOTIFY ARCHITECT IF CONFLICTS OCCUR.
K RE: ELECTRICAL DRAWINGS FOR FIXTURE
SCHEDULE, EXIT LIGHTS, AND OTHER LIFE
SAFETY DEVICES.
L ARRANGE CONCEALED ITEMS TO PROVIDE
ADEQUATE CLEARANCES FOR CEILING AND
ITS DEVICES.
M VERIFY ACCESS PANEL LOCATIONS WITH
ARCHITECT PRIOR TO LAYOUT OF WORK
REQUIRING ACCESS.
N FINISH HVAC DIFFUSERS AND SPEAKER
GRILLES TO MATCH ADJACENT FINISH, UNO.
I WA -19 WiI
AREA OF WORK
6"m
EXISTING - NOT PART OF SCOPE
ACOUSTICAL CEILING AND GRID
FLUORESCENT LIGHT FIXTURE
LINEAR LIGHT FIXTURE
CEILING MOUNTED EXIT SIGN
WALL MOUNTED EXIT SIGN
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
5005 Greenville Avenue
Dallas, TX 75206
United States
Tel: 214.273.1500
Fax: 214.273.1505
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ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
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# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
RECEIVED
C11 -y OF TUKVVIL4,
DEC 0 4 2018
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SEAUSIGNATURE
9951 REGISTERED
ARCHITECT
I CHAD H �OSHINOBU
LSTATE OF WASHINGTON
CHAD YOSHINOBU, AIA
WASHINGTON REGISTERED ARCHITECT 9951
SHEET TITLE
REFLECTED CEILING PLAN
11/16/2018 1
( IT Ref. Nojrth
r SHEET NO:
DRAWN:
A 00& A
REVIEW: AM
PROJECT NO.: 27.6699.045 A04DU I
@:�/ 2018 Gensler
SHEET NOTES
01 STAINLESS STEEL CORNER GUARDS: 8'-0" LONG W/ 3 1/2"
LEG, SCREW ON. TO FASTEN APPLY CEMENT PRIOR TO
FASTENING TO CORNER. MOUNT 6" A.F.F.
02 SEAL ALL CONCRETE BELOW RAISED ACCESS FLOOR
(CO01) REFER TO FINISH SCHEDULE AOO.20
03 ALL EXPOSED WALL AND STRUCTURE ABOVE 12'-0" A.F.F.
TO BE PAINTED PT05
04 ON ALL FIRE RATED PARTITIONS, PROVIDE
EFFECTIVELY & PERMANENTLY IDENTIFIED
SIGN OR STENCILING (PAINTED W/ A
CONTRASTING COLOR). LOCATE BELOW
RAISED ACCESS FLOOR & ABOVE
SUSPENDED CEILING OR GRID. IN AREAS
W/OUT CEILING GRID, LOCATE SIGN OR
STENCILING AT 14'-0" A.F.F. REPEAT SIGN OR
STENCILING AT INTERVALS NOT TO EXCEED
30'-0" HORIZONTALLY. SIGN OR STENCILED
LETTERING TO BE 5" IN HEIGHT & READ: 'I
HOUR FIRE RATED PARTITION - PROTECT ALL
OPENINGS" (X=FIRE RATING DESIGNATION). REF 2/AOO.30
05 COLUMNS TO BE PAINTED PT03
06 PROVIDE SIGN WITH THE WORDS "CAUTION - STANDBY
GENERATOR AUTOMATICALLY STARTS DURING POWER
OUTAGE" TO BE LOCATED AT THE MSB AND/OR ATS FOR
EACH DIESEL GENERATOR.
07 PROVIDE PERMANENT SIGN ON THE DOOR (OUTSWING
SIDE) OF THE PRE -ACTION ROOM WITH THE WORDS
"CAUTION - DIESEL GENERATORS LOCATED IN THE
EQUIPMENT YARD BEHIND BUILDING 6. VALVE REGULATED
ACID BATTERIES LOCATED IN ELECTRICAL ROOM #118".
08 PROVIDE PERMANENT SIGNAGE ON THE WALL WITH THE
BASE BUILDING SPRINKLER RISER ROOM WITH THE WORDS
"CAUTION - DIESEL GENERATOR LOCATED IN THE YARD
BEHIND BUILDING 6. VALVE REGULATED ACID BATTERIES
LOCATED IN ELECTRICAL ROOM #118"
09 PROVIDE SIGN "NOT AN EXIT" ON BACK OF ACTIVE LEAF.
G E 114' E UR 1 -1% L N 0 T E S
A. RE: AOO DRAWING SERIES FOR SCHEDULES,
LEGENDS, SYMBOLS AND ABBREVIATIONS.
B. ENSURE SURFACES TO RECEIVE FINISHES
ARE CLEAN, TRUE, AND FREE OF
IRREGULARITIES. DO NOT PROCEED WITH
WORK UNTIL UNSATISFACTORY CONDITIONS
HAVE BEEN CORRECTED.
C. REPAIR EXISTING SURFACES TO REMAIN AS
REQUIRED FOR APPLICATION OF NEW
FINISHES.
D. PROVIDE STRAIGHT, FLUSH RESILIENT BASE
AT CARPETED AREAS, AND COVED, TOP
SET RESILIENT BASE AT RESILIENT
FLOORING, UNO.
E. PROVIDE LEVEL 4 GYP. BOARD FINISH ON
ALL PARTITIONS, UNO.
F. PROVIDE MINIMUM 3 -COAT PAINT SYSTEMS
FOR EACH SUBSTRATE, UNO.
G. NOT USED
H. PAINT ALL OPEN PLEMUM SPACE,
INCLUDING DUCTWORK, CONDUIT AND
OTHER EQUIPMENT "PT05", UNO.
J. RE: DOOR SCHEDULE FOR COLOR OF
DOORS AND FRAMES.
K. RE: ELEVATIONS FOR MILLWORK FINISHES.
L. RE: Al2.10 FOR FLOORING TRANSITION
DETAILS. COORDINATE TRANSITIONS WITH
ARCHITECT.
M. REPLACE BROKEN AND DAMAGED BLINDS
THROUGHOUT AS REQUIRED.
N. REFER TO SHEET Al2.10 FOR FINISH
SCHEDULE.
RM NO.
* TEXT
SIGN DIM.
SIGN SPEC
120
DATA HALL 2
6"X4"
CUSTOM SIGN
121
STORAGE
6"X4"
CUSTOM SIGN
122
MECH-5
6"X4"
CUSTOM SIGN
123
MECH-6
6"X4"
CUSTOM SIGN
124
MECH-7
6"X4"
CUSTOM SIGN
125
VESTIBULE
6"X.4"
CUSTOM SIGN
126
STORAGE
6"X411
CUSTOM SIGN
127
PRE -ACTION
61-1
CUSTOM SIGN
128
IT -2
6"X4"
CUSTOM SIGN
129
JANITORS
6"X4"
CUSTOM SIGN
130
WOMENS
6"X4"
CUSTOM SIGN
131
MENS
CUSTOM SIGN
132
CONFERENCE
-16"1
16"1
CUSTOM SIGN
134 SECURITY 16"X4"
BY ADA CENTRAL INC. COLOR:
CUSTOM SIGN
'BLUE, TEXT COLOR: HIGH CONTRAST WHITE, BRAILLE #2
*NOTE: 2 SIGNS REQUIRED FOR ROOMS 120,121,123 & 124.
NUN,
AREA OF WORK
FINISH LEGEND
EXISTING - NOT PART OF SCOPE
EXISTING WALL TO REMAIN
NEW PARTITION
1 HR. RATED PARTITION
WALL FINISH
BASE FINISH
��9 9 FLOOR FINISH
\1/
No, FLOOR FINISH TRANSITION
123 ROOM SIGN LOCATION
i
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
5005 Greenville Avenue
Dallas, TX 75206
United States
Tel: 214.273.1500
Fax: 214.273.1505
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9/9/2016
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Revision 1
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11/16/2018
Revision 2 (3)
RECEIVED
7 -
CITY OF TUKWILA
DEC 0 4 2018
PER11I CENTER
SEAUSIGNATURE
9951 REGISTERED
ARCHITECT
UCHAD H. YOSHINOBU
STATE OF ASHINGTON
E WEn
CHAD YOSHINOBU, AIA 11116/2018
�WASHINGTON REGISTERED ARCHITECT 9951
SHEET TITLE
FINISH PLAN
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PROJECT NO.: 27.6699.045 AU'006.0,1
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A2
SCHEDULED FAUCET
REF ELEVATION FOR
BACKSPLASH
CONDITION
SCHEDULED SINK - ADA DEPTH
EDGE -MOUNTED PULL
MOUNTED HORIZONTAL, SEE SPEC
(RE: TYPICAL P -LAM EDGE DETAIL)
WOOD SHIM
P -LAM DOOR WITH COLOR
CORE EDGE - PL02
BACKER PANEL
SCHEDULED PARTITION
SCHEDULED FINISH
FLOORING
BASE CABINET WITH SINK-PLAM COUNTERTOP 13
SCALE: 11/2" = V-101"
REF ELEVATION FOR
BACKSPLASH CONDITION
COUNTERTOP - PLO1
EDGE -MOUNTED STANDARD BRUSHED
STAINLESS STEEL PULL
MOUNTED HORIZONTAL
WOOD SHIM
ADJUSTABLE SHELF W/ P -LAM
EDGE SUPPORTED ON MTL CLIPS
P -LAM DOOR - PL02
BACKER PANEL
SCHEDULED PARTITION
WHITE MELAMINE AT ALL
INTERIOR SURFACES
P -LAM BASE
SCHEDULED FINISH
FLOORING
METALSPEEDBRACE.
PROVIDE BLOCKING WITHIN PARITION
AS REQUIRED
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SCHEDULED FINISH
FLOORING
MILLWORK COUNTERTOP 15
SCALE: 11/2" = V-101"
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1'- 5" 5'- 1 V-3"
ELEVATION @ RESTROOM SINK WALL
SCALE: 3/8" = V-0"
09 SECURITY RM ELEVATION
SCALE: 3/8" = V-101"
T- 8" T-8"
PAINTED (PT01)
PLAM
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AND BACKSPLASH
(PL01) A11.00 SINK SPEC: (Ionsler
r14.� –pr ELKAY - GOURMET
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PLAM CABINETS (ONE HOLE) 5005 Greenville Avenue Tel: 214.273.1500
(PL02) FAUCET SPEC: D Dallas,, TX 75206 Fax: 214.273.1505
AMERICAN STANDAR
2064.101 SERIN United States
SINGLE CONTROL
MONOBLOC
POLISHED CHROME
SINGLE LEVER CONTROL
05 BREAKOUT ELEVATION 01
SCALE: 3/8" = V-101"
SECURITY PASS-
THROUGH WINDOW
SPEAKING HOLE
PLAM COUNTERTOP - PLO1
2' - 3" 4'- 4" 2' - 8"
REFER TO SHEET AOO.40 FOR ACCESSORY MOUNTING AND
SPECIFICATION INFORMATION
NOTE: ALL WALLS FINISHED WITH SPECIFIED TILE RE: A05.01
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CLEAR GLASS
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—SECURITY WINDOW
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METAL STAINLESS STEEL
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WINDOW SECTION 12 SECURITY WINDOW HEAD
SCALE: 11/2" = V-0" SCALE: 11/2" = V-101"
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
ENHAM K-199-1
T BATHROOM SINK
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C:
TANDARD
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SCALE: 3/8" = V-0"
09 SECURITY RM ELEVATION
SCALE: 3/8" = V-101"
T- 8" T-8"
PAINTED (PT01)
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AND BACKSPLASH
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(PL02) FAUCET SPEC: D Dallas,, TX 75206 Fax: 214.273.1505
AMERICAN STANDAR
2064.101 SERIN United States
SINGLE CONTROL
MONOBLOC
POLISHED CHROME
SINGLE LEVER CONTROL
05 BREAKOUT ELEVATION 01
SCALE: 3/8" = V-101"
SECURITY PASS-
THROUGH WINDOW
SPEAKING HOLE
PLAM COUNTERTOP - PLO1
2' - 3" 4'- 4" 2' - 8"
REFER TO SHEET AOO.40 FOR ACCESSORY MOUNTING AND
SPECIFICATION INFORMATION
NOTE: ALL WALLS FINISHED WITH SPECIFIED TILE RE: A05.01
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METAL STAINLESS STEEL
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WINDOW SECTION 12 SECURITY WINDOW HEAD
SCALE: 11/2" = V-0" SCALE: 11/2" = V-101"
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
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# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision 1
2
11/16/2018
Revision 2 (3)
RECEIVED
CiTy OF TUKVVILA
DEC 0 4 2018
t')E,q,"v11T CENTER
SEAUSIGNATURE
9951 REGISTERED
ARCHITECT
I CHAD H. YOSHINOBU
STATE OF
WASHINGTON
CHAD YOSHINOBU, AIA 11/16/2018
WASHINGTON REGISTERED ARCHITECT 9951
SHEET TITLE
ELEVATIONS
Scale: As indicated
000 SHEET NO:
DRAWN:
A A
REVIEW: gm gm
PROJECT NO.: 27.6699.045 A woo
2018 Gensler
P"Alm RTITION TYPE NOTES am
A2A PARTITION TAG 10400 Rodgers Road Phone: 281-374-8644
PARTITION TYPE DESIGNATOR Houston, Texas 77070 Fax: 281-374-8992
FRAMING MEMBER DEPTH
(SEE TABLE B OR TABLE C - BELOW
U)
Lu., PARTITION SERIES
(SEE TABLE A - BELOW)
Gensler
TABLE A- PARTITION SERIES CONSTRUCTION ASSEMBLY 5005 Greenville Avenue Tel: 214.273.1500
SERIES SHEATHING FRAMING MEMBERS SHEATHING
A 1 -LAYER METAL C -STUD 1 -LAYER Dallas, TX 75206 Fax: 214.273.1505
PARTITION FRAMING DETAILS PARTITION FRAMING DETAILS B 2 -LAYERS METAL C -STUD 2 -LAYERS United States
TYPE ATTEN FIRE TESTED STC SHEET TYPE THK ATTEN FIRE TESTED STC SHEET C I -LAYER METAL C -STUD 2 -LAYERS
MARK THK (IN) DEPTH SPACING TOP BOT THK RTG ASSEMBLY RTG NOTES MARK (IN) DEPTH SPACING TOP BOT THK RTG ASSEMBLY RTG NOTES
Z2�j D2A 1 0.0321 2 1/2" 24" D -T02 D-1302 12 1/2" 1 U419 A6A 0.0312 6" 1611 A -T02 A-602 6" 1 IU419 D I -LAYER METAL C -STUD NONE
D3B 0.0321 3 5/8" 24" D-TO1 D -B01 3 5/8" A613 0.0312 6" 1611 A-TO1 A-1301 6" E 2 -LAYERS METAL C -STUD NONE
D3C) 0.0312 3 5/8" 124" D -T03 D-1301 3 5/8" AK� -0.03121611 241f 1 A -T04 A-1301 E6 F 1 -LAYER MTL HAT CHANNEL NONE
2 T, G 1 -LAYER NONE NONE
REFER TO SHEET AOO.80 FOR UL REQUIREMENTS H 1 -LAYER METAL C -H STUD NONE
2 1 2 -LAYERS METAL C -H STUD LINER PANEL
K 1 -LAYER (2) METAL C -STUDS 1 -LAYER
L 2 -LAYERS (2) METAL C -STUDS 2 -LAYERS
D SERIES PARTITION TYPES M NONE CMU NONE
5 A SERIES PARTITION TYPES N -U RESERVED FOR FUTURE EXPANSION
SCALE: 3" V-0" SCALE: 3" V-0" V -Z CUSTOM N/A N/A
ROOF DECK
TABLE B- FRAMING DEPTH SCHEDULE
NO N *00 IRWIN
ACOUSTIC SEALANT
TAG NUMBER MTL STUD MTL C -H STUD WOOD STUD
ROOF DECK DESIGNATION DEPTH DEPTH DEPTH
GYPSUM BOARD NO FRAMING
METAL RUNNER TRACK
0 7/8" FURRING CHANNEL N/A
(D
SOUND ATTENUATION BLANKET
1 15/8" N/A N/A
EXISTING WOOD PURLIN BEYOND
6" 18 GA UNPUNCHED 3" DEEP LEG TRACK W/ 3 #
2 2 1/2" 2 1/2" N/A
METAL STUD METAL STUD 3 3 5/8" N/A N/A
10SCREWS 4 411 411 411
METAL RUNNER TRACK FASTEN TO PURLIN 11
6" 611
6 6
8 811 N/A N/A
1011
10 N/A N/A
SOUND ATTENUATION BLANKET X
SOUND ATTENUATION BLANKET
CONTINUOUS ACOUS SEALANT
TABLE C- MASONRY WIDTH SCHEDULE
GYP BD 5/8"
GYPSUM BOARD
TAG NUMBER CMU
EXISTING SLAB TO REMAIN DESIGNATION WIDTH
J
00
4 3 5/8"
------ ALi- -------- -------- 6 5 5/8" <
SCHEDULED CEILING, REFER
SCHEDULED CEILING, REFER 8 7 5/8" CD C.0
TO REFLECTED CEILING PLAN
TO REFLECTED CEILING PLAN 10 9 5/8" < cc)
C-)
12 115/8"
METAL STUD < W CID
BRACE TO STRUCTURE ABOVE AS REQUIRED 0 _T_ 0-)
STEEL SHEET THICKNESS FOR STUDS AND RUNNERS <
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SCALE: 3" V-10" SCALE: 3" V-0" SCALE: 3" V-0" 12 0.1017 97 X U) w __j
FIRE STOP SEALANT 14 0.0713 68 X 0 LO
n CN
,,VARIIS ROOF DECK 16 0.0566 54 1.34. Uj qj- Ne0o
REFER TO PLAN(S) 18 0.0451 43 1.09 co
WINM I w5limm, EXISTING PLYWOOD DECKING TO REMAIN 0- 20 0.0312 30 0.84
<
EXISTING JOISTS, PROVIDE NOW (D 22 0.0270 27 0.68
25 0.0179 1 18 0.45
EXISTING WALL TO REMAIN COMBUSTIBLE BLOCKING AS REQUIRED Ljj
'GAGE 16,18 USED FOR STRUCTURAL FRAMING; 20,
TYPE "X" GYP BD
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6" 18 GA UNPUNCHED 3" DEEP LEG TRACK W/ 3 #
FIRESTOP SEALANT EXISTING WOOD PURLIN BEYOND
TYPE "X" GYP BD
PRE -FORMED MINERAL WOOL WALL PLUG 10SCREWS *USE OF DIMPLED STEEL STUDS ACCEPTABLE
SOUND ATTENUATION BLANKET FASTEN TO PURLIN
PROVIDED CONTRACTOR SUPPLIES
DOCUMENTATION PROVING THE EQUIVALENT
SOUND ATTENUATION BLANKET SL.IP-TYPE HEAD JOINT
MINIMUM BASE METAL THICKNESS IS ACHIEVED
METAL STUD
SOUND ATTENUATION BLANKET
METAL STUD
SOUND ATTENUATION BLANKET
METAL RUNNER TRACK GN -01. PARTITION TYPES ARE NOT SEQUENTIAL.
EXISTING WALL TO REMAIN
METAL RUNNER TRACK GN -02. ALL PARTITION SHEATHING TO BE 5/8"
------------
TYPE "X"GYP BID
GYPSUM BOARD UNLESS OTHERWISE NOTED.
FIRESTOP SEALANT ISSUES & REVISIONS
SCHEDULED CEILING, REFER GN -03. REFER TO Al2.00 SERIESFORTOPOF
FIRESTOP SEALANT
Issue
TO REFLECTED CEILING PLAN ------- - --------- PARTITION AND Al2.00 SERIES FOR BOTTOM OF
EXISTING SLAB TO REMAIN -------- --------- PARTITION CONDITIONS LISTED IN PARTITION # Issue Date Issue Description
71
TYPE "X"GYP BD SCHEDULED CEILING, REFER SCHEDULE.
EXISTING SLAB TO REMAIN
TO REFLECTED CEILING PLAN
METAL STUD GN -04. ALL PARTITIONS SHALL BE COORDINATED Issue for Permit
9/9/2016
VARIES 11 /16/2018 Revision 2 (3)
e- WITH SCHEDULED FINISHES FOR PARTITION LAYOUT
2
Rig; REFER TO PLAN(S) METALSTU AND REQUIRED CLEARANCES.
D
"121 GN -05. PROVIDE BLOCKING IN PARTITIONS FOR
(1 -HOUR RATED -BASIS OF DESIGN UL SYSTEM NO. U419) (1 -HOUR RATED -BASIS OF DESIGN UL SYSTEM NO. U419) (1 -HOUR RATED -BASIS OF DESIGN UL SYSTEM NO. U419) ARTWORK HANGING AS INDICATED. SEE
(1 -HOUR RATED -BASIS OF DESIGN UL SYSTEM NO. U419) CONSTRUCTION PLAN(S) AND/ OR INTERIOR ELEVATIONS
FOR LOCATIONS.
D-1302 11 D -T02 ol 0 A-1302 GN -06. FOR INTERIOR FRAMING LIMITING HEIGHTS
7 A -T02 REFER TO SSMA TABLES FOR INTERIOR NOW (10,00
SCALE: 3" V-0" SCALE: 3" V-0" SCALE: 3" V-0" SCALE: 3" V-0" 3. STRUCTURAL NON -COMPOSITE PARTITIONS
REVIEWED t -OR GN -07. CONTRACTOR TO RE -CONFIRM STUD SIZING
CODE COMPLIANCE AND SUBMIT SELECTION CRITERIA FOR REVIEW
APPROVED INCLUDING DELINEATION OF SLAB TO UNDERSIDE OF
SLAB INFORMATION
VISIO
RE DEC 17 tu io GN -08. PROVIDE EXPANSION JOINTS PER
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City of Tul(wila
LOCATE EVERY 30'-0" ON FULL HEIGHT PARTITIONS,
1"ECEIVED
VAPOR RETARDERS
NMI
EXISTING PLYW 00"Mi
EXTERIOR WALL FURR OUT, & INTERIOR WALL FURR
CITY OF TUKVVIL,4
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OUT. DEFAULT TO EDGE OF DOOR FRAMES OR
EXISTING PLYWOOD DECKING TO REMAIN
RIGID INSULATION
POST OFF STRUCTURE WITH
EXISTING WOOD LEDGER AND JOIST HANGER
CENTERLINE OF COLUMNS.
DEC 0 4 2018
EXISTING JOISTS, PROVIDE NOW
HAT CHANNEL
EXISTING WALL TO REMAIN
EXISTING WALL TO REMAIN
PTN HEAD/S141. GRAPHmo
CEN -TF?
C
COMBUSTIBLE BLOCKING AS REQUIRED
ITEM
ICC NUMBERS
GYPSUM BOARD
FLAT STRAP & BACKING PLATE
00,
SEAUSIGNATURE
SLIP -TYPE HEAD JOINT
PTN TYPE
SOUND ATTENUATION BLANKET
CONTINUOUS ACOUS SEALANT
DESIGNATOR A 8 C
METAL STUDS & TRACK
ESR -2620
�<j
9951 r REGISTERED
S.M. SCREWS
ESR -2169
SOUND ATTENUATION BLANKET
METALSTUD
SLIP -TYPE HEAD JOINT
DECK
ARCHITECT
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ESR -1663
co
SOUND ATTENUATION BLANKET
I CHAD H. YOSHINOBU.
EXISTING WALL TO REMAIN
METAL RUNNER TRACK
STATE OF WASHINGTON
CEILING
FASTENER SPACING FOR DRYWALL & SHEATHING:
SCHEDULED CEILING, REFER
CONTINUOUS ACOUS SEALANT
--------------
---------
CHAD YOSHINOBU, AIA 11/16/2018
8" O.C. AT PANEL EDGES
TO REFLECTED CEILING PLAN
GYPSUM BOARD
EXISTING SLAB TO REMAIN -----
SCHEDULED CEILING, REFER
TO REFLECTED CEILING PLAN
0-1
0
ASHINGTON REGISTERED ARCHITECT 9951
SHEET TITLE
2" O.C. AT PANEL FIELD GYPSUM BOARD
0
TYPE S SCREWS
METAL STUD
PARTITION TYPES
VARIES
METAL STUD
REFER
TO PLAN(S)
VAPOR RETARDER SPEC: A FLUID APPLIED, VAPOR PERMEABLE MEMBRANE TO BE ELASTOMERIC
Scale: 3" 1' -0"
MODIFIED BITUMINOUS MEMBRANE. USE MFR'S RECOMMENDED THICKNESS.
VAPOR RETARDERS
PERPENDICULAR
TO RIBBING
PRODUCTS SIMILAR TO GRACE, W.R. & CO.: PERM -A -BARRIER VP MAY BE USED.
AIR PERMEANCE SHALL CONFORM TO ASTM E 2178
RIGID INSULATION
RAF
SHEET NO:
VAPOR PERMEANCE SHALL CONFORM TO ASTM E 96/E96 M POST OFF STRUCTURE
ULTIMATE ELONGATION SHALL CONFORM TO ASTM D 412, DIE C
WITH HAT CHANNEL
DRAWN:
FIRE PROPOGATION SHALL PASS NFPA 285
SLAB
REVIEW:
ICC SCHEDULE
D -T03
12
D-1301
8 D-TO1
4
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
Al ZOO -0
2018 Gensler
SCALE: 3" V-0"
A
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SCALE: 3" = V-0"
SCALE: 3" V-0"
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4
12.00
EXIST. STRUCTURE
FILT-UP CONCRETE PANEL
3 )TUCCO SOFFIT OVER GYP.
flNG AND METAL FRAMING
1ILASTER BEYOND
VINDOW IN
UM FRAME
TERIOR
ON AS
JLED
-ILT-UP CONCRETE PANEL
'ONCRETE SLAB
EXISTING BUILDING MULLION
& GLAZING SYSTEM
1/2" X 2-1/2" NEOPRENE
DOUBLE SIDED TAPE,
COMPRESS TO 1/4"
PAINT END TO
MATCH WALL
SEAL VERTICAL GYP. BD.
TO ALUM. SILL
EXTENSION
LINE OF EXISTING SILL
BELOW
PARTITION AS
SCHEDULED
A2
PARTITION TO MULLION ALIGNED PLAN DETAIL
SCALE: 3" V-0"
W
Cf) U_
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LL
W
W
>
EXTEND PLYWOOD TO DECK
ABOVE HEAD OF WINDOW.
REMAINDER OF ASSEMBLY
CONTINUES TO DECK.
1 " AIR GAP
3/4" ABC EXTERIOR PLYWOOD,
PAINTED DARK GREY IN AIR GAP.
CONTINUOUS VAPOR BARRIER
ON 2" RIGID INSULATION
5/8" GYP. BID ON 3 5/8" METAL
STUD, 16" O.C. MAX
CLEAN WINDOWS AND APPLY
BLACKOUT FILM 3M ULTRA SERIES 600
& LLUMAR (6 MIL) ON INSIDE FACE OF
GLAZING. CLOSE BLINDS PRIOR TO
WALL CONSTRUCTION. OMIT FILM @
SECURITY OFFICE.
EXISTING STOREFRONT
SYSTEM TO REMAIN
PLYWOOD ASSEMBLY @ EXISTING STOREFRONT
SCALE: 11/2" V-0"
EXISTING BUILDING MULLION
& GLAZING SYSTEM
1/2" X 2-1/2" NEOPRENE
DOUBLE SIDED TAPE,
COMPRESS TO 1/4"
PAINT END TO
MATCH WALL
SEAL VERTICAL GYP. BD.
TO ALUM. SILL
EXTENSION
LINE OF EXISTING SILL
BELOW
PARTITION AS
SCHEDULED
DEMO EXIST. ROLL -UP
DOOR AND HARDWARE
ARTITION TO MULLION PLAN DETAIL
SCALE: 3" V-0" 2
F\_
EXIST. TILT -UP
CONCRETE WALL
REF STRUCTURAL FOR ALL CMU
ATTACHMENT INFORMATION TO
EXISTING STRUCTURE
CONTINUOUS 3/4" FRY REGLET
REVEAL AROUND PERIMETER OF
OPENING, DEPTH AS REQUIRED.
CMU BLOCK. REF STRUCTURAL.
FLUID APPLIED VAPOR
PERMEABLE AIR BARRIER OVER
CMU.
FLOAT BLOCK WALL WITH PORTLAND
CEMENT AND SMOOTH SO THAT
MORTAR JOINTS ARE NOT VISIBLE
FROM ANY REASONABLE ANGLE,
PAINTED PLASTER FINISH TO MATCH
EXIST. TILT -UP CONCRETE PANELS.
PAINT AND TEXTURE MUST BE
APPROVED BY LANDLORD PRIOR TO
APPLICATION
CONTINUOUS 3/4" FRY REGLET
REVEAL AROUND PERIMETER OF
OPENING, DEPTH AS REQUIRED.
EXIST. CONCRETE SLAB
REF: MEP FOR LOCATION OF C
UNITS & SHEET NOTE 09/AO2.01IMFOCR
OPENINGS ABOVE & BELOW CEILING
MECH
LU
0-
54W
COMPOSITE WALL
CONTINUES TO ROOF
DECK
5/8" GYP. BD.
FRAME AROUND
STRUCTURE
16 GUAGE METAL
STUD AT OPENING
TOP & BOTTOM
1/4" CARRIAGE BOLT
TOP & BOTTOM
2 1/2" X 2 1/2"
METAL ANGLE TOP
& BOTTOM
J MOLD ON
AL L SIDES
1/4" SECURITY
GRILLE
DATA
HALL
L
14'- 6" AFF
ACOUS
SCHED
OPENING AT CRAC UNIT
SCALE: 11/2" V-0"
VACAIs
SHELI
REVIEWED FOR
CODE CONWILIANCE
APPROVED
DEC 17 2018
CitY of Tukwila
BUILDING DlVl2!2t!j
3
TENANT
2" RIGID INSULATION W/ R19
RATING
CONTINUOUS VAPOR BARRIER
BATT INSULAIT . ON
EXISTING 5/8" TYPE X GYP. BID
6" METAL STUD
SAME CONSTRUCTION AS WALL TYPE IA6A WITH
ADDITION OF RIGID INSULATION AND VAPOR
BARRIER
WALL SECTION
= 11-011 6 INFILL WALL SECTION DEMISE WALL DETAIL
SCALE: 3/411 SCALE: 3" = V-0" SCALE: 3" = V-0" 4
10400 Rodgers Road
Houston, Texas 77070
Phone: 281-374-8644
Fax: 281-374-8992
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ISSUES & REVISIONS
Issue
# Issue Date Issue Description
- 9/9/2016 Issue for Permit
2 11/16/2018 Revision 2 (3)
MI-CEIVED
CITY OF TUKWILA
DEC 0 4 2018
ERfvli CENTER
SEAUSIGNATURE
9951 REGISTERED
ARCHITECT
CHAD H. YOSHINOBU
STATE OF WASHINGTON
CHAD YOSHINOBU, AIA 11/1612018
�WASHINGTON REGISTERED ARCHITECT 9951
PROJECT SPECIFIC SHEET TITLE
Scale: As indicated
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 27.6699.045
K-01
Al
SYMBOL
MANUFACTURER/DESCRIPTION
SYMBOL
MAN U FACTU RER/DESCRIPTION
7/26/2017
BASE - RUBBER BASE
_j
TYPICAL PAINT
RB01
PT01
MANUFACTURER: ARMSTRONG
STYLE/SERIES: COVE
COLOR:
MANUFACTURER: BENJAMIN MOORE
COLOR: CHANTILLY LACE
r
MILK
FINISH: EGGSHELL
co
co
SIZE: 4" HIGH
NUMBER: OC -65
NUMBER: 23
LOCATION: REF PLAN, AT (PT01) & (PT02) WALLS
00
LOCATION: REF PLAN, PUBLIC AREAS
BASE - RUBBER BASE
TYPICAL PAINT
RB02
MANUFACTURER: ARMSTRONG
STYLE/SERIES: COVE
MANUFACTURER: BENJAMIN MOORE
COLOR: SHALE
PT02
COLOR: CHANTILLY LACE
SIZE: 4" HIGH
FINISH: SEMI GLOSS
NUMBER: 13
NUMBER: OC -65
LOCATION: REF PLAN, AT (PT04) & (PT03) WALLS
C-4
LOCATION: REF PLAN, DATA CENTER
PLASTIC LAMINATE
PAINT
PL.01
PT03
MANUFACTURER:NEVAMAR
COLOR: GUNMETAL
MANUFACTURER: BENJAMIN MOORE
COLOR: CLASSIC GRAY
NUMBER: S6020T
FINISH: SEMI GLOSS
Cn
LOCATION: BREAK - REF ELEVATIONS
NUMBER: 1548
LOCATION: REF PLAN, EXPOSED COLUMNS & BACK OF HOUSE AREAS
PLASTIC LAMINATE
ACCENT PAINT
PL02
PT04
MANUFACTURER:NEVAMAR
COLOR: CHALK WHITE
MANUFACTURER: BENJAMIN MOORE
COLOR: BLUEBERRY
NUMBER: S7024T
FINISH: EGGSHELL
LOCATION: BREAK - REF ELEVATIONS
NUMBER: 2063-30
LOCATION: REF PLAN
MIRRORED GLASS
AND FUMES PAINT
G11.01
PT05
MANUFACTURER: BOBRICK
STYLE/SERIES: B-165 2448
-DOORS
MANUFACTURER: BENJAMIN MOORE
COLOR: STORMY SKY
SIZE: 24" W X 48" H
FINISH: SEMI GLOSS
DESCRIPTION: CHANNEL - FRAME
NUMBER: 1616
DESCRIPTION (CONT): ONE PIECE, 1/2" X 1/2" X 3/8" CHANNEL - FRAME
THICKNESS: 1/4"
LOCATION: DOORS AND FRAMES
NOTE: DRYFALL PAINT AT EXPOSED CEILING AREAS, REFER TO FINISH PLAN AND
LOCATION: RESTROOM
RCP
NOTE: TYPE 430 STAINLESS STEEL WITH BRIGHT -POLISHED FINISH. MITERED
CORNERS. FRAME SCREW PERMITS EASY PLACEMENT OF GLASS. NO. 1 QUALITY,
1/4" (6MM) GLASS MIRROR; WARRANTED AGAINST SILVER SPOILAGE FOR 15 YEAR"'.
GALVANIZED STEEL BACK MOUNTED TO CONCEALED WALL HANGER WITH
THIEFT-REISTANT MOUNTING.
FIBERGLASS REINFORCED PANEL
CONCRETE FLOOR SEALPZz�
PF01
MANUFACTURER: CS ACROVYN
COLOR: CHARCOAL
NAME:MA-279 CONCRETE DENSIFIER AND DUST REDUCER
MANUFACTURER: SEALBOND
NUMBER: 162
cool
LOCATION: DOCK WALLS
.r,lr=n Tn
NOTE: ONE COMPONENT WATER BASED LITHIUM BASED SOLUTION DESIGNED TO
NOTE: 9'-2" HIGH
DENSIFY CEMENT AND CONCRETE SUBSTRATES. WATER BASED MATERIAL WITH
2
NO VOC CONTENT.
TYPICAL CEILING TILE
CARPET
C1.01
MANUFACTURER: CERTAINTEED
STYLE/SERIES: PERFORMA FINE FISSURED #HHF-157, TRIM EDGE, LAY -IN PANELS
NAME:MUTINEER TILE - B366
COLOR: SILVER LINING
Cpol
MANUFACTURER: MOHAWK GROUP - BIGELOW
OW
SIZE: 24"X 24"
STYLE/SERIES: RENEGADE COLLECTION
LOCATION: REF RCP
COLOR: THRILL SEEKER - 358
SUPPLIER: PURCHASE THROUGH LOCAL DISTRIBUTOR - SEE CERTAINTEED
)N
DESCRIPTION: QUARTER TURN INSTALLATION
3
CONTACT INFO PROVIDED
PATTERN NAME: MUTINEER
z 2
i�
LOCATION: REF PLAN
SUSPENDED CEILING GRID:
VENDOR CONTACT: SUSAN LEATH, 972.467.5785
CERTAINTEED CLASSIC STAB, INTERMEDIATE DUTY, 15/16"
COLOR: STD. STOCK WHITE
CS12-12-15 MAIN RUNNERS, 12'LENGTH - (20 PCS PER CARTON / 240 LF PER
PORCELAIN FLOOR TILE
CARTON / 50 CARTONS PER PALLET .
CS2-12-12 CROSS TEES 2' LENGTH - (60 PCS PER CARTON / 120 LF PER CARTON
/ 100 CARTONS PER PALLET
MANUFACTURER: CONCEPT SURFACES
WAl 5-15 WALL ANGLE
T11.01
STYLE/SERIES: ACADIA
PURCHASE THROUGH LOCAL DISTRIBUTOR - SEE CERTAINTEED CONTACT INFO
COLOR:MUD
PROVIDED
FINISH: MATTE
SIZE: 12" X 24"
CONTACT: GAYNOR SHERER OR TONY BOXELL
DESCRIPTION: SPACERS REQ'D FOR INSTALLATION
PHONE: 281-655-8433
GROUT: NATURAL GROUT: 1/8"
EMAIL: GS@SPECINTERIORS.COM OR TB@SPECINTERIORS.COM
LOCATION: REF. FINISH PLAN
VENDOR CONTACT: GEOFF GROSS, 972.386.4900
LEAD TIME FROM DATE OF ORDER: 4 WEEKS
DIRECT SHIPMENT FROM FACTORY VIA LTL FREIGHT
*SEE AA112.51
FOR SEISMIC REQUIREMENTS
1�1 A
STRUCTURAL CEILING SYSTEM
PORCELAIN WALL TILE
CL02STRUCTURAL
TL02
LOCATION: REF RCP
SUSPENDED CEILING GRID:
MANUFACTURER: CONCEPT SURFACES
STYLE/SERIES: ACADIA
NAME: TATE GRID, ALUMINUM STRUCTURAL GRID SYSTEM
COLOR: WHITE
TATE IMPERIAL GRID 24X24,3/8"-16 BOTTOM SLOT FLOATING INSTALLATION
FINISH: MATTE
AT THE PERIMETER
SIZE: 12" X 24"
FINISH: CLEAR ANODIZED ALUMINUM
DESCRIPTION: SPACERS REQ'D FOR INSTALLATION
TATE WILL PROVIDE THE STRUCTURAL CEILING. GRID MATERIAL AS
GROUT: NATURAL GROUT: 1/8"
REQUIRED FOR THE ENTIRE INSTALLATION WITHIN THE DATA HALL ROOM
LOCATION: RESTROOM
121 INCLUDING CONNECTORS, INTERMEDIATE GRID TEES, 12" LENGTHS OF
VENDOR CONTACT: GEOFF GROSS, 972.386.4900
3/8" THREADED ROD TERMINATED WITH APPROPRIATE TURNBUCKLES. THE
GENERAL CONTRACTOR WILL INSTALL. THE CEILING WILL BE SUPPORTED
FROM THE CONCRETE DECK A80VE BY 3/8" THREADED ROD ATTACHED TO
THE CONCRETE DECK AS SPECIFIED BY THE STRUCTURAL DETAILS.
GENERAL CONTRACTOR WILL INSTALL THE SUPPORTS ABOVE. TATE
PORCELAIN TILE BASE
STRUCTURAL GRID IS TO BE ALIGNED ON THE CENTERLINE OF THE 2'X2'
RAISED FLOOR BELOW.
ACOUSTICAL CEILING TILE
MANUFACTURER: CONCEPT SURFACES
MANUFACTURER:ROCKFON
SERIES: PACIFIC
EDGE: SQUARE LAY -IN
TL03
STYLE/SERIES: ACADIA
COLOR:MUD
COLOR: WHITE
FINISH: MATTE
NOMINAL SIZE: 2'X 2'
DESCRIPTION: NON-STANDARD SIZED CEILING TILES ARE TO BE FACTORY CUT
SIZE: 4" HIGH X 24"
DESCRIPTION: SPACERS REQ'D FOR INSTALLATION
TO FIT TATE GRID (23-7/32" X 23-7/32"). SUBMIT PRODUCT SAMPLES FOR
GROUT: NATURAL GROUT: 3/16"
APPROVAL PRIOR TO PROVISION. INSTALLATION IS BY THE GENERAL
LOCATION: REF. FINISH PLAN
CONTRACTOR.
VENDOR CONTACT: GEOFF GROSS, 972.386.4900
PERFORATED CEILING PANELS
NOTE: CUT SIDE OF TILE TO FACE DOWN AT FLOOR
MANUFACTURER: TATE
NAME: IN -CEILING HIGH VOLUME RETURN GRILLS
NOMINAL SIZE: 2'X 2'; NON-STANDARD SIZED PANELS ARE TO FIT TATE GRID
(23-7/32" X 23-7/32"). CONFIRM QUANITY AND LOCATION WITH MEP PRIOR TO
PROVISION.
EXPOSED CEILING
Is n
WINDOW FILM
DESCRIPTION: OPEN TO ABOVE
LOCATION: REF RCP
STYLE/SERIES: 3M ULTRA SERIES 600 OR LLUMAR 6MIL
DESCRIPTION: APPLY TO INSIDE FACE OF GLAZING BEFORE INTERIOR WALL
CL03
W1701
CONSTRUCTION
1E "X" GYP BOARD, TYP.
ESTOP SEALANT ALL JOINTS, TYP.
OLD AT EXPOSED EDGES, TYP.
E RATED BOX -OUT AT
STING COLUMN
RATED WALLS @ COLUMN
SCALE: 3" = 1'4' 5
FOR SIZE AND LOCATION OF PADS
1—#4 x CONTINUOUS
F—ALL AROUND
C-3
V-WWF6x6/W2.9xW2.9 Cd — i�E
'14- 10 c)
Ar
VL
_eiND EPDXY GROUT
#3 DWt!S@lEr (TYPICAL
LALL AROUND PERIMETER)
ROUGHEN CONCRETE SLAB AND
COAT. W/ . EPDXY BONDING AGENT
PRIOR TO POURING PAD
TYPICAL HOUSEKEEPING PAD
.ON EXISTING SLAB ON GRADE
STRUCTURAL DRAWINGS TAKE PRECEDENCE
OVER THIS DETAIL. RE: STRUCTRUAL.
EQUIPMENT PAD DETAIL
SCALE: 11/2" = 1'4 -
DOOR
Floor Transition DT—BT-000 190
SCALE: 6" = l' -O"
CARPET
TRANSITION STRIP
� BED
�SION MEMB
1LD
ING COMPOUND
Floor Transition STONE THRESHOLD
SCALE: 6" = l' -O" 3
CUT TOP AT 900 AND FINISH
CONCRETE SMOOTH. PAINT TO
MATCH BOLLARD
PAINT 6" STEEL PIPE BOLLARD
TO MATCH EXISTING. FILL WIT REVIEWED FOR
CONCRETE. CODE COMPLIANCE
APPROVED
PAVING REFER TO CIVIL DEC 17 2C110
City of Tukwila
BUILDING DIVISION
12" DIA. 3000 PSI CONCRETE PIER
RECEIVED
CITY OF TUKWILA
DEC 0 4 2018
I LJ PERMIT CENTER
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
_j
7/26/2017
Revision I
_j
11/16/2018
Revision 2 (3)
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ISSUES & REVISIONS
Issue
# Issue Date Issue Description
-
9/9/2016
Issue for Permit
1
7/26/2017
Revision I
2
11/16/2018
Revision 2 (3)
SEAUSIGNATURE
9951 REG ISTERED
ARCHITECT
LSTATE OF WASHINGTO
CHAD YOSHINOBU, AIA 11/16/2018
�WASHINGTON REGISTERED ARCHITECT 9951
DETAILS
Scale: As indicated
SHEET TITLE
� r SHEET NO:
PIPE BOLLARD DETAIL DRAWN:
SCALE: 1/2" = l' -O" 4 EVIEW: Aph, A 0
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE IROJECT . NO.: 27.6699.045 A1221
1W 2018 Gensler
04
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0
LEG OF CONDENSING UNIT,
BEYOND
3/8" DIA x MIN 3" EMBED LAG
SCREW WITH PLATE WASHER
AT EACH SLEEPER
WATERPROOF UNIT
N o.
ANCHORAGETHROUGH
Description
CAP FLASHING BY OTHERS
SLEEPER PER DETAIL
TfIl
I
(2/S2.0), TYPICAL
24'-6"
NEW CANT/CRICKET AND
ROOFING BY OTHERS,
TYPICAL [�sr
ERP SUPPORT DETAIL
SUPPORT FRAMING
PER PLAN
ERP.dwg 11, = 11-0..
m
m
Lu
4D
n13
0
n15
ERP UNIT BY OTHERS
3/8" DIA BOLT WITH
CHANNEL NUT AT EACH
MOUNTING HOLE, (8) TOTAL
UNISTRUT'P10017 OR EQUIVALANT
ACROSS CANTILEVERED STRUTS TO
SUPPORT UNIT, 3/8" DIA BOLT TO
CANTILEVERED STRUT EACH END
UNISTRUT'P10017 OR EQUIVALANT
EXTENDING FROM EXISTING
SLEEPERS EACH SIDE OF UNIT
1 FENCE BY OTHERS
111maylyl-11111
Wel:401m
INDICATES NEW CONDENSER UNIT
INDICATES FUTURE CONDENSER UNIT
WITH'LUS26'FACE MOUNT HANGERS.
NAIL EXISTING SHEATHING TO NEW
FRAMING MEMBERS WITH 10d AT 6" O.C.
PROPOSED FRAMING/EQUIPMENT LAYOUT PLAN
1/8" 11-0..
GENERAL NOTES:
1.) CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER
IF EXISTING CONDITIONS ARE OTHER THAN SHOWN.
2.) REMOVE EXISTING SKYLIGHTS AS NECESSARY. INFILL HOLES WITH
2 X 6 SUB -PURLINS AND SIM PSON 'LUS26' FACE MOUNT HANGERS.
SHEATH WITH 1/2" APA RATED SHEATHING AND NAIL WITH 10d
AT ALL PANEL EDGES AND 12" O.C. IN FIELD.
3.) EXISTING FRAMING DETERMINED FROM EXISTING "AS -BUILT" DRAWINGS
FROM 1990.
4.) CONTRACTOR TO VERIFY UNIT LAYOUT. NOTIFY ENGINEER OF ANY CHANGES.
5.) SEE DETAIL 1 O/S2.0 FOR CABLE TRAY SUPPORT STANCHION. SEE ARCH. DWG.
FOR LOAD AND EXTENT.
6.) REVIEW EXISTING 2x4 SUB -PURLINS FOR DAMAGE. EXCESSIVE DEFLECTION,
EXISTING CONCRETE
PAD TO REMAIN
ISSUE�; REVISIUNS
N o.
Date
Description
220'-6"
9/9/16
ISSUE FOR PERMIT
24'-6"
24'-6"
24'-6"
24'-6"
24'-6" 24'-6"
24'-6"
24'-6"
24'-6"
ERP UNIT BY OTHERS
3/8" DIA BOLT WITH
CHANNEL NUT AT EACH
MOUNTING HOLE, (8) TOTAL
UNISTRUT'P10017 OR EQUIVALANT
ACROSS CANTILEVERED STRUTS TO
SUPPORT UNIT, 3/8" DIA BOLT TO
CANTILEVERED STRUT EACH END
UNISTRUT'P10017 OR EQUIVALANT
EXTENDING FROM EXISTING
SLEEPERS EACH SIDE OF UNIT
1 FENCE BY OTHERS
111maylyl-11111
Wel:401m
INDICATES NEW CONDENSER UNIT
INDICATES FUTURE CONDENSER UNIT
WITH'LUS26'FACE MOUNT HANGERS.
NAIL EXISTING SHEATHING TO NEW
FRAMING MEMBERS WITH 10d AT 6" O.C.
PROPOSED FRAMING/EQUIPMENT LAYOUT PLAN
1/8" 11-0..
GENERAL NOTES:
1.) CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER
IF EXISTING CONDITIONS ARE OTHER THAN SHOWN.
2.) REMOVE EXISTING SKYLIGHTS AS NECESSARY. INFILL HOLES WITH
2 X 6 SUB -PURLINS AND SIM PSON 'LUS26' FACE MOUNT HANGERS.
SHEATH WITH 1/2" APA RATED SHEATHING AND NAIL WITH 10d
AT ALL PANEL EDGES AND 12" O.C. IN FIELD.
3.) EXISTING FRAMING DETERMINED FROM EXISTING "AS -BUILT" DRAWINGS
FROM 1990.
4.) CONTRACTOR TO VERIFY UNIT LAYOUT. NOTIFY ENGINEER OF ANY CHANGES.
5.) SEE DETAIL 1 O/S2.0 FOR CABLE TRAY SUPPORT STANCHION. SEE ARCH. DWG.
FOR LOAD AND EXTENT.
6.) REVIEW EXISTING 2x4 SUB -PURLINS FOR DAMAGE. EXCESSIVE DEFLECTION,
EXISTING CONCRETE
PAD TO REMAIN
ISSUE�; REVISIUNS
N o.
Date
Description
1
9/9/16
ISSUE FOR PERMIT
7/26/17
REVISION #1
11/27/18
REVISION #2
SEAL
SHEET TITLE
HVAC SUPPORT
FRAMING PLAN
SHEET NO.
DRAWN: KA sto
V W
FREVIEWED: JCS
P Oj T 20160480
PROJECT NO.:
C 0
P p P T
ROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRffTEN
C �O S T
ONSENT OF BURR COMPUTER ENVIRONMENTS, INC.
5005 Greenville Avenue
Dallas, TX 75206
Phone: 214/273-1559
(0
x
CD
= m
w
cf)
ISSUES& REVISIONS
No.
Date
—Dmfipfion
1
9/9/16
ISSUE FOR PERMIT
7/26/17
REVISION #1
11/09/18
REVISION #2
SEAL
A
28041
AL
DRAWN: TRF
REVIEWED: RWB
PROJECT NO.: C1395.00
JU
BURR COMPUTER ENVIRONMENTS, INC.
AO%
FcaQUI 1"I MOW
C
Electrical
I�Plurnb Pemit NO, LS 3
11 U KVV I LmA VVA I " ok'& Pl OwA & C" a " P I., I ?
'as 1ping
Plan revieW approval is su*d to errors and omissions.
Ci-L'y of TukMIa
Approval of construcfion documents does not authorize
B - L! I I _7DIING DIVISION
the violation of any adopted code or oKkwm. Roo*
ar
of approved Field Copy and
REVISIONS
No changes shall BF—made to the scope Date:
M's ad o o
Of work without p 0 R RE T N
j=h,99M0 A nor approval of
Tukwila Building Division,
CAy of Tukwffa
Boor NOTE. Revisions will require a now plan subrrift
NO 2aft 7 5
Im m 2 ftR 'd J E ("m ;ft'T 1Kj1 mum M tm=5& E I= N' n66 4 and may in�c�'ude additional plan reviow tees. BUILDING DIVISKM
01
ISSUES & REVISIOhS'
Issue
# Issue Date Issue Descripflon
9/9/2016 Issue for Permit
1 7/2612017 Revision 1
SEAUSIGNATURE
9951-
t<--'-FEGISTERED
..C.'TECT
CHAD. H. YOSHINOBU
STATE OF
WASHINGTON
C -N
SHEET TITLE
COVER
cc
cale:
IS, CU
.j
Cn
SHEET NO:
DRAWN:
REVIEW:
FDRAWN
PROJECT NO.: 27.6699-045 COVER
co
@ 2016 Gensler
MALE FEMALE 1:1-200 1:1-100 DPJNKJNG FOUNTAINSIFACILITIES (FIXTURES PER PERSON) 1 PER 150 PROVIDE 1 SERVICE SINK REQUIRED FIXTURES PROVIDED FIXTURES MALE FEMALE MALE FEMALE WATER CLOSET: 2 3 1 1 LAVATORY. 1 1 1 1 DRINKING FOUNTAIN: 1 1 SERVICE SINK: I 1 PURSUANT TO THE 2015 UPC SECTION 422.1 EXCEPTION WHERE OCCUPANCY CLASSIFICATION NOT SHOWN IN TABLE 422.1 SHALL BE CONSIDERED SEPARATELY BY THE AUTHORITY HAVING JURISDICTION. PLEASE REFER TO STATEMENT PROVIDED ABOVE AND ATTACHED AFFIDAVIT FROM TENANT FOR
ACTUAL OCCUPANCY CONDITIONS.
DEFERREDSUBMITTALS SPRINKLER LIFE SAFETY SECURITY/ DEVICES
Drawing
Number
Drawing Name
dock doors. Construction of new partitions, raised floor, drop ceiling, fighting fixtures, at new Data Hall and
Current
Revision
Date
Current Revision Description
01 GENERAL
Mach Rooms to support server cabinets and mechanical equipment to cool server cabinets (DATA
DRAWING INDEX
1
7/26/2017
CENTER). Construction of housekeeping pads and installation of electdcal gear at Elecbical Room 2 to
GOO. 1 0
ABBREVIATIONS, GRAPHIC SYMBOLS, & GENERAL
NOTES
-
suppoft server cabinets. Installation of new lighting fixtures and emergency lighting.
Issue for Permit
02 -ARCHITECTURAL
AOO.20
EXTERIOR WORK: Selective demolition of loading dock paving. Installation of new electrical equipment at
11
7/26/2017
Revision 1
Mechanical Yard 2. Yard to be secured with chain link fence.
PROJECT SIGNAGE
-
9/9/2016
BUILDING ADDRESS: 3425 S. 11 6TH STREET TUKWILA, WA 98168
AOO.40
MOUNTING LOCATIONS
PARCEL NO.: -9043
102304
Issue for Permit
AOO.50
SITE PLAN
ORIGINAL DATE OF CONSTRUCTION: 1991
9/9/2016
Issue for Permit
. ........ . .
IMIC/L
IAPPLICABLE
ZONING BUILDING CODE: - MANUFACTURING INDUSTRIAL CENTERILIGHT
1
7/26/2017
Revision 1
MUNICIPAL BUILDING CODE: TUKWILA MUNICIPAL CODE - TITLE 16
RATED ASSEMBLIES
-
oil,
OCCUPANCY TYPE: BUSINESS
A01.01
DEMOLITION PLAN
CONSTRUCTION TYPE: IIIB
Issue for Permit
A02.00
ITOTAL
PROJECT AREA, 19,400 SF
9/9/2016
Issue for Permit
IFIRE
LEASE SPACE: 31,300 SF
1
7/26/2017
Revision 1
PROTECTION: APPROVED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13 WITH MULTIPURPOSE DRY -
REFLECTED CEILING PLAN
1
7/26/2017
CHEMICAL PORTABLE FIRE EXTINGUISHERS TYPE 2A 1013C, 5 U3. CAPACITY, SPACED AT W-0.
A05.01
FINISH PLAN
1
TRAVEL DISTANCE AROUND THE FLOOR.
Revision 1
Al 1.00
ELEVATIONS
PREACTION IN RAISED FLOOR AREAS AND MECHANICAL ROOMS.
7/26/2017
Revision 1
Al2.00
NOTE: FIRE SPRINKLER APPROVALS ARE NOT INCLUDED UNDER THIS PERMIT. BEFORE
-
9/9/2016
Issue for Permit
COMMENCING ANY WORK ON THE SPRINKLER SYSTEMS, PLANS MUST BE SUBMITTED AND
PROJECT SPECIFIC
-
9/912016
APPROVED BY THE BUILDING SAFETY DIVISION. THE SYSTEM MUST BE INSPECTED AND
Al 2.1 0
DETAILS
sit,
APPROVED BY BUILDING SAFETY INSPECTION PRIOR TO CERTIFICATE OF OCCUPANCY.
Revision 1
Al2.50
RAISED FLOOR DETAILS
BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE
9/9/2016
Issue for Permit
Al2.51
PLUMBING CODE: 2015 UNIFORM PLUMBING CODE AND STANDARDS
9/9/2016
0 data Go4e,.
MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE
S1.0
HVAC SUPPORT FRAMING PLAN
ELECTRICAL CODE: WASHINGTON CITIES ELECTRIAL CODE
Issue for Permit
S2.0
HVAC SUPPORT FRAMING DETAILS
FIREILIFE SAFETY CODE: INTERNATIONAL FIRE CODE APPENDICIES B, C, D & ANY AMMENDMENTS BY
9/9/2016-]
Issue for Permit
04 -ELECTRICAL
WESTERN FIRE CHIEFS ASSOCIATION AND INTERNATIONAL CONFERENCE OF
ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONS
1
LOCATION MAP
BUILDING OFFICIALS
EO.2
ELECTRICAL SPECIFICATIONS
-
ACCESSIBILITY CODE: IBC CHAPTER 1 1 AMENDMENT
Issue for Permit
EO.3
ELECTRICAL SPECIFICATIONS
.. ... . ...... 7 61h St
ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE
Issue for Permit
E1.1A
. .... . . .
FA to T
0CCUF% A N" COUNTS FOR EGRESS
7/26/2017
Revision 1
fice
AREA OF WORK: I ST FLOOR (SINGLE STORY), 19,400 SF
1
7/26/2017
.en Me Sky
TOTAL LEASE SPACE: 1 ST FLOOR (SINGLE STORY). 31,300 SF
ELECTRICAL GROUNDING ONE -LINE DIAGRAM DH1
1
hs
OCCUPANCY PER 2015 IBC TABLE 1004.1.2
E1.213
ELECTRICAL GROUNDING ONE -LINE DIAGRAM DH2
M Dean
BUSINESS GROUP B (INCLUDING ACCESSORY USE AREAS 1/100
Revision 1
E2.1
mks
AREA: 31,300 SF
7/26/2017
Revision 1
E2.2
OCCUPANTLOAD:
1
7/26/2017
Revision 1
SF POP
ELECTRICAL GROUNDING PLAN
1
7/26/2017
<E> DATA HALL I RAISED FLOOR (SERVERS) 3,756 (3,800/100) 38 OCC.
E2.4
ELECTRICAL CONDUIT PLAN
1
<E> LANDING 429 (430/100) 5 OCC.
Revision 1
E2.5
ELECTRICAL ROOF PLAN
<E> ELECTRICAL ROOM 1 2,004 0 OCC.
7/26/2017
Revision 1
Sears Rome
<E> MECH. ROOMS 102,104,105,107 1,473 0 OCC.
-
9/9/2016
Issue for Permit
E> FIBER ROOMS (MMR, ISS) 508 0 OCC.
ELECTRICAL DETAILS
-
9/9/2016
.<E>STORAGE 630 (630/300) 3 OCC.
E3.3
ELECTRICAL DETAILS
nPI
<E> PRE -ACTION 1 89 0 OCC.
Revision 1
E3.4
ELECTRICAL DETAILS
<E> RESTROOMMAN 159 0 OCC.
7/26/2017
Revision 1
E4.1
<E> CORRIDOR/LOBBY/STAGEIVESTIBULE 2,852 0 OCC.
1
7/26/2017
Revision 1
EXISTING 11,900 46 OCC.
ELECTRICAL SCHEDULES
1
7/26/2017
DATA HALL 2 - RAISED FLOOR (SERVERS) 10,900 (10,900/100) 1 09 OCC.
E4.3
ELECTRICAL SCHEDULES
1
ELECTRICAL ROOM 2 2,696 0 OCC.
Revision 1
05 -MECHANICAL
MO.1
MECH. ROOMS 5,6,7 3,588 0 OCC.
1
7/26/2017
Revision 1
STORAGE 1,831 (1,831/300) 7 OCC.
MECHANICAL DEMOLITION PLAN
-
9/9/2016
RE
P -ACTION 2 94 0 OCC.
M2.1
MECHANICAL PIPING PLAN
1
VESTIBULE/ENTRY 291 0 OCC.
Revision 1
M2.2
INEW
ITOTAL
19,400 11 6 OCC.
7/26/2017
Revision 1
M3.1
SQUARE FEET 31,300 162 OCCUPANTS TOTAL
1
7/26/2017
Revision 1
NOTE: TENANT WILL POST "MAXIMUM OCCUPANCY 14 PERSONS"AT EACH ENTRANCE.
MECHANICAL SECTIONS AND DETAILS
919/2016
PURSUANT TO THE 2015 INTERNATIONAL BUILDING CODE, SECTION 1004.1.2 EXCEPTION WHERE
M7.2
MECHANICAL SECTIONS AND DETAILS
APPROVED BY THE BUILDING OFFICIAL, THE ACTUAL NUMBER OF OCCUPANTS FOR WHOM EACH
Issue for Permit
06 PLUMBING
IOCCUPIED
SPACE, FLOOR OR BUILDING IS DESIGNED, ALTHOUGH LESS THAN THOSE
9/9/2016
Issue for Permit
DETERMINED BY CALCULATION, SHALL BE PERMITTED TO BE USED IN THE DETERMINATION OF THE
PLUMBING DEMOLITION FLOOR PLAN
9/9/2016
DESIGN OCCUPANT LOAD.
P2.1
PLUMBING WASTE AND VENT PLAN
^ A
THE TENANT WILL NOT HAVE MORE THAN 5 TECHNICIANS IN THE SPACE NORMALLY AND NEVER
Issue for Permit
P2.2
PLUMBING DOMESTIC WATER PLAN
LEGAL
DESCRIPTION
Revision 1
07 -FIRE PROTECTION
FOA
MORE THAN 14. THIS DATA CENTER FACILITY HOUSES SERVERS (IN CABINETS), AIR CONDITIONING
9/9/2016
Issue for Permit
F2.1
FIRE PROTECTION SPRINKLER PLAN
9/9/2016
Issue for Permit
AND ELECTRICAL GEAR AND BOTH THESE SYSTEMS HAVE REDUNDANCIES BUILT IN TO ENSURE
CONTINUED OPERATION. THE TECHNICIANS ARE NOT HOUSED ON SITE. WITH FEW EXCEPTIONS
THESE ARE NOT THE EMPLOYEES OF THE TENANT (EDGECONNEX) BUT EMPLOYED BY THOSE
LOT 2 OF CITY OF TUKWILA SHORT PLAT NO 90 -2 -SS RECORDING NO 9003121482 SO, SHORT PLAT
COMPANIES WHO HOUSE SERVERS IN THIS FACILITY AND SERVICEMEN RELATED TO THE SUPPORT
DAF - POR OF GOV LOT 3 & OF SE 1/4 OF NE 1/4 OF SEC 09-23-04 TGW POR OF GOV LOT 6 & OF SW 1/4
EQUIPMENT. THE TECHNICIANS WILL COME AND GO AS REQUIRED FOR MAINTENANCE AND
OF NW 114 OF SECTION 10-23-04 - BAAP 70 FT RGT OF ENGR STA H 556+57.3 BEING A PT ON NELY
UPGRADES. THERE ARE NO OFFICE FACILITIES PROVIDED ON SITE.
MGN SHEET 1 OF 7 FOR R/W SIR 99 S 11 8TH ST TO JUNCTION SSH NO I -K APPROVED JULY 23,1957
SID PT BEING PT OF TANGENCY OF CURVE THRU POINT BEARING N 42-02-03 E 748.51 FT TH SELY ALG
SID MGN & SAID CURVE THRU CIA OF 04-26-56 ARC DISTANCE OF 58.12 F7 TH N 41-57-30 E 499.81 FT
TH N 15-27-21 E 75.56 FT TO POB TH S 74-32-39 E 212.89 FT TH S 78-39-54 E 128.28 FT TH S 81-20-44 E
TOILET FWURE COUNT
447.24 FT TAP OF CURVE CONCAVE TO N TH ELY ALG SD CURVE RAID OF 170 FT THRU C/A OF 15-51 -
28 ARC DIST OF 47.05 FT TH N 82-47-48 E 101.13 FT TO WLY MGN OF POR OF SECTION 9
CONDEMNED IN SUPERIOR COURT CAUSE NO 646697 TH S 07-08-23 E 544.81 FT ALONG WESTERLY
MARGIN TO A LN 60 FT N OF & PLW ENGR B -LINE AS SHOWN ON SHEET I OF 7 FOR RIW SIR 99 SOUTH
OCCUPANCY- 162 PERSONS
11 8TH ST TO JUNCTION SSH 1 -K APPROVED JULY 23,1957 TH N 88-10-42 W 630.87 FT TAP 60 FT RGT
(16212) = 81 MALE 81 FEMALE
OF ENGR STA B 548+00 SAID R/W PLANS TH N 79-41-19 W 359.21 FT TAP 70 FT RGT OF ENGR STA H
551+64.4 SD PT ALSO BEING PT OF CLIVE CONCAVE TO NORTH RAID PT BEARING N 10-18-41 E 748.51
2015 UNIVERSAL PLUMBING CODE TABLE 422.1 GROUP B OCCUPANCY:
FT TH NWLY ALG SD CURVE THRU C/A OF 30-03-04 ARC DISTANCE OF 392.59 FT TH N 41-57-30 E
WATER CLOSETS (FIXTURES PER PERSON)
499.81 FT TH N 15-27-21 E 75.56 FT TO POB
MALE FEMALE
1:1-50 1:1-25
2:101-200 2:26-50
3:51-100
LAVATORIES MIXTURES PER PERSONN
MALE FEMALE 1:1-200 1:1-100 DPJNKJNG FOUNTAINSIFACILITIES (FIXTURES PER PERSON) 1 PER 150 PROVIDE 1 SERVICE SINK REQUIRED FIXTURES PROVIDED FIXTURES MALE FEMALE MALE FEMALE WATER CLOSET: 2 3 1 1 LAVATORY. 1 1 1 1 DRINKING FOUNTAIN: 1 1 SERVICE SINK: I 1 PURSUANT TO THE 2015 UPC SECTION 422.1 EXCEPTION WHERE OCCUPANCY CLASSIFICATION NOT SHOWN IN TABLE 422.1 SHALL BE CONSIDERED SEPARATELY BY THE AUTHORITY HAVING JURISDICTION. PLEASE REFER TO STATEMENT PROVIDED ABOVE AND ATTACHED AFFIDAVIT FROM TENANT FOR
ACTUAL OCCUPANCY CONDITIONS.
DEFERREDSUBMITTALS SPRINKLER LIFE SAFETY SECURITY/ DEVICES
Drawing
Number
Drawing Name
Current
Revision
Current
Revision
Date
Current Revision Description
01 GENERAL
GOO.00
DRAWING INDEX
1
7/26/2017
Revision 1
GOO. 1 0
ABBREVIATIONS, GRAPHIC SYMBOLS, & GENERAL
NOTES
-
9/9/2016
Issue for Permit
02 -ARCHITECTURAL
AOO.20
SCHEDULES
11
7/26/2017
Revision 1
AOO.30
PROJECT SIGNAGE
-
9/9/2016
Issue for Permit
AOO.40
MOUNTING LOCATIONS
9/9/2016
Issue for Permit
AOO.50
SITE PLAN
-
9/9/2016
Issue for Permit
AOO.60
LIFE SAFETY PLAN
1
7/26/2017
Revision 1
AOO.80
RATED ASSEMBLIES
-
9/9/2016
Issue for Permit
A01.01
DEMOLITION PLAN
9/9/2016,
Issue for Permit
A02.00
COMPOSITE PLAN
-
9/9/2016
Issue for Permit
A02.01
CONSTRUCTION PLAN
1
7/26/2017
Revision 1
A04.01
REFLECTED CEILING PLAN
1
7/26/2017
Revision 1
A05.01
FINISH PLAN
1
7/26/2017
Revision 1
Al 1.00
ELEVATIONS
1
7/26/2017
Revision 1
Al2.00
PARTITION TYPES
-
9/9/2016
Issue for Permit
Al2.01
PROJECT SPECIFIC
-
9/912016
Issue for Permit
Al 2.1 0
DETAILS
1
7/26/2017
Revision 1
Al2.50
RAISED FLOOR DETAILS
-
9/9/2016
Issue for Permit
Al2.51
ISEISMIC DETAILS
9/9/2016
Issue for Permit
03 STRUCTURAL
S1.0
HVAC SUPPORT FRAMING PLAN
9/9/2016
Issue for Permit
S2.0
HVAC SUPPORT FRAMING DETAILS
9/9/2016-]
Issue for Permit
04 -ELECTRICAL
EO.1
ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONS
1
7/26/2017
Revision 1
EO.2
ELECTRICAL SPECIFICATIONS
-
9/9/2016
Issue for Permit
EO.3
ELECTRICAL SPECIFICATIONS
-
9/9/2016
Issue for Permit
E1.1A
ELECTRICAL ONE -LINE DIAGRAM EXISTING
1
7/26/2017
Revision 1
E1.113
ELECTRICAL ONE -LINE DIAGRAM NEW
1
7/26/2017
Revision 1
E1.2A
ELECTRICAL GROUNDING ONE -LINE DIAGRAM DH1
1
7/26/2017
Revision 1
E1.213
ELECTRICAL GROUNDING ONE -LINE DIAGRAM DH2
1
7/26/2017
Revision 1
E2.1
ELECTRICAL POWER PLAN
1
7/26/2017
Revision 1
E2.2
ELECTRICAL LIGHTING PLAN
1
7/26/2017
Revision 1
E2.3
ELECTRICAL GROUNDING PLAN
1
7/26/2017
Revision 1
E2.4
ELECTRICAL CONDUIT PLAN
1
7126/2017
Revision 1
E2.5
ELECTRICAL ROOF PLAN
1
7/26/2017
Revision 1
E3.1
RICAL DETAILS
-
9/9/2016
Issue for Permit
E3.2
ELECTRICAL DETAILS
-
9/9/2016
Issue for Permit
E3.3
ELECTRICAL DETAILS
1
7/26/2017
Revision 1
E3.4
ELECTRICAL DETAILS
1
7/26/2017
Revision 1
E4.1
ELECTRICAL SCHEDULES
1
7/26/2017
Revision 1
E4.2
ELECTRICAL SCHEDULES
1
7/26/2017
Revision 1
E4.3
ELECTRICAL SCHEDULES
1
7/26/2017
Revision 1
05 -MECHANICAL
MO.1
MECHANICAL SYMBOLS, NOTES, SPECIFICATIONS,
& SCHEDULES
1
7/26/2017
Revision 1
M1.1
MECHANICAL DEMOLITION PLAN
-
9/9/2016
Issue for Permit
M2.1
MECHANICAL PIPING PLAN
1
7/26/2017
Revision 1
M2.2
MECHANICAL ROOF PLAN
1
7/26/2017
Revision 1
M3.1
MECHANICAL DUCTWORK PLAN
1
7/26/2017
Revision 1
M7.1
MECHANICAL SECTIONS AND DETAILS
919/2016
ssue for Permit
M7.2
MECHANICAL SECTIONS AND DETAILS
9/9/2016
Issue for Permit
06 PLUMBING
PO.1
PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS &
DETAILS
9/9/2016
Issue for Permit
P1.1
PLUMBING DEMOLITION FLOOR PLAN
9/9/2016
Tssue for Permit
P2.1
PLUMBING WASTE AND VENT PLAN
9/9/2016
Issue for Permit
P2.2
PLUMBING DOMESTIC WATER PLAN
7/26/2017
Revision 1
07 -FIRE PROTECTION
FOA
FIRE PROTECTION NOTES, SPECIFICATIONS &
DETAILS
9/9/2016
Issue for Permit
F2.1
FIRE PROTECTION SPRINKLER PLAN
9/9/2016
Issue for Permit
10400 R d R d
Phone: 281-374-8644
Fax: 281-374-8992
I MIr 9 lla INW111 In I I
or � ISSUES & REVISIONS -14%
Issue # Issue Date Issue Description
0
ABBREVIATIONS
A
PANEL
ACCES
ACCESSORY
ACOUS
ACOUSTIC(AL)
AFF
ABOVE FINISHED FLOOR
AL
ALUMINUM
ALT
ALTERNATE
ANNUNC
ANNUNCIATOR
ANOD
ANODIZED
APPL
APPLIANCE
AUTO
AUTOMATIC
AVG
AVERAGE
B
REFER(ENCE)
BD
BOARD
BLDG
BUILDING
BLKG
BLOCKING
BOLLD
BOLLARD
BRDLM
BROADLOOM
BU
BUILT UP
C
ROUGH OPENING
CAB
CABINET
CEM
CEMENT(ITIOUS)
CER
CERAMIC
CLG
CEILING
Cmu
CONCRETE MASONRY UNIT
COATG
COATING
COILG
COILING
CONC
CONCRETE
CONSTR
CONSTRUCTION
CONT
CONTINUOUS(ATION)
CONTR
CONTRACT(OR)
COV
COVER
CPT
CARPET
D
SUSPENDED
DBL
DOUBLE
DEPT
DEPARTMENT
DES
DESIGN(ED)
DET
DETAIL
DF
DRINKING FOUNTAIN
DIA
DIAMETER
DIFF
DIFFUSER
DIM
DIMENSION
DISP
DISPENSER
DIV
DIVISION
DN
DOWN
DR
DOOR
DSCON
DISCONNECT
DWR
DRAWER
E
VEHICLE
ELAST
ELASTOMERIC
ELEC
ELECTRICAL
EMBED
EMBEDD(ED)(ING)
ENGR
ENGINEER(ED)
ENTR
ENTRANCE
EQ
EQUAL
EQUIP
EQUIPMEN
EXIST
EXISTING
EXP JT
EXPANSION JOINT
EXPS
EXPOSE(D)
EXT
EXTERIOR
F
FAB
FABRICATION
FD
FLOOR DRAIN
FE
FIRE EXTINGUISHER
FE&C
FIRE EXTINGUISHER AND CABINET
FHC
FIRE HOSE CABINET
FIN
FINISH
FLDG
FOLDING
FLR
FLOOR(ING)
FPLC
FIREPLACE
FR
FIRE RAT(ING)(ED)
FRMG
FRAMING
FURN
FURNITURE
FWC
FABRIC WALL COVERING
FXD
FIXED
FXTR
FIXTURE
G
FLUSH FLOOR SYSTEMS PANEL POWER INFEED
CA
GAUGE
GFRC
GLASS FIBER REINFORCED CONCRETE
GFRG
GLASS FIBER REINFORCED GYPSUM
GFRP
GLASS FIBER REINFORCED PLASTER
GL
GLASS
GR
GRAD(E)(ING)
GYP
GYPSUM
H
FLUSH FLOOR DEDICATED FOURPLOUVOICEIDATA
HD
HEAD
HDWD
HARDWOOD
HDWE
HARDWARE
HM
HOLLOW METAL
HORIZ
HORIZONTAL
HVAC
HEATING, VENTILATING, AND AIR
CONDITIONING
I
FLUSH FLOOR POKE THRU DEDICATED DUPLEX
INFILTR
INFILTRATION
INFO
INFORMATION
INSTRUM
INSTRUMENT(ATION)
INSUL
INSULATION
INT
INTERIOR
INTLK
INTERLOCK(ING)
i
FLUSH FLOOR POKE THRU A/V RECEPTACLE
JAN
JANITOR
K
FLUSH FLOOR POKE THRU SYSTEMS PANEL POWER INFEED
KIT
KITCHEN
L
FLOOR POKE THRU DUPLEXIVOICEIDATA
FLUSH
LAV
LAVATORY
LB
POUND
LOUVER
LOUVER
LT
LIGHT
LVLG
LEVELING
M
FOURPLEXIVOICE/DATA
MAX
MAXIMUM
MECH
MECHANICAL
MEMB
MEMBRANE
MET
METAL
MEZZ
MEZZANINE
MFD
MANUFACTURED
MFR
MANUFACTURER
MIN
MINIMUM
MISC
MISCELLANEOUS
MLWK
MILLWORK
MOIST
MOISTURE
MOT
MOTOR(IZED)
MTD
MOUNTED
N
NIC
NOT IN CONTRACT
NO
NUMBER
NTS
NOT TO SCALE
0
OPNG
OPENING(S)
OPR
OPERABLE
ORNA
ORNAMENTAL
OVFL
OVERFLOW
OVHD
OVERHEAD
P
PBD
PARTICLE BOARD
PEDTR
PEDESTRIAN
PLAM
PLASTIC LAMINATE
PLAS
PLASTER
PLSTC
PLASTIC
PLYWD
PLYWOOD
PNL
PANEL
POLYST
POLYSTYRENE
PORT
PORTABLE
PREFAB
PREFABRICATED
PREFIN
PREFINISHED
PRTECN
PROTECTION
PTN
PARTITION
R
WALL MOUNTED DATA RECEPTACLE
RDR
READER
RECES
RECESS(ED)
RECPT
RECEPTACLE
REF
REFER(ENCE)
REFL
REFLECTED
REFR
REFRIGERATOR
REQD
REQUIRED
RESIS
RESIST(AN1)(IVE)
RFG
ROOFING
RM
ROOM
RO
ROUGH OPENING
S
SURFACE MOUNTED FLOOR SEPARATE DUPLEX
SCR
SCRIBE
SECUR
SECURITY
SF
SQUARE FEET
SGL
SINGLE
SHORG
SHORING
Sim
SIMILAR
SST
STAINLESS STEEL
STD
STANDARD
STL
STEEL
STRFR
STOREFRONT
STRUCT
STRUCTURAL
SURF
SURFACE
SUSP
SUSPENDED
SYS
SYSTEM(S)
T
SURFACE MOUNTED FLOOR DUPLEXIAVIVOICE/DATA
T&G
TONGUE AND GROOVE
THK
THICK
TLT
TOILET
TRAF
TRAFFIC
TRANS
TRANSPARENT
TRTD
TREATED
TYP
TYPICAL
U
SURFACE MOUNTED FLOOR POKE THRU TELEPHONE RECEPTACLE
UNDRLAY
UNDERLAYMENT
UNO
UNLESS NOTED OTHERWISE
UTIL
UTILITY
V
SURFACE MOUNTED FLOOR POKE THRU SYSTEMS PANEL VOICEMATA
VEH
VEHICLE
VERT
VERTICLE
VIF
VERIFY IN FIELD
W
W/
WITH
W/o
WITHOUT
WC
WATER CLOSET
WD
WOOD .
WDW
WINDOW
WT
WEIGHT
WTRPRF
WATERPROOFING
-4 '� -0 d7
�' ii , 'i I _" � 1 will,
REFLECTED CEILING
ACOUSTICAL CEILING AND GRID
MAIN RUNNER
FLUORESCENT LIGHT FIXTURE
FLUORESCENT LIGHT FIXTUREIEMERGENCY CIRCUIT
E: :1 EXISTING TO BE REMOVED
UNDER CABINET FLUORESCENT FIXTURE
FLUORESCENT STRIP FIXTURE
FLUORESCENT PENDANT FIXTURE
vW
CEILING HEIGHT CHANGE
X`_X7
DIMENSION OF CEILING ABOVE FINISH FLOOR
CEILING MOUNTED EXIT SIGN
WALL MOUNTED EXIT SIGN
0 RECESSED DOWNLIGHT
10� ADJUSTABLE DOWNLIGHT
5 RECESSED WALL WASHER
TRACK LIGHTING
SURFACE MOUNTED LIGHT FIXTURE
D WALI-SCONCE
0 EXHAUSTFAN
SMOKE DETECTOR
STROBE
FIRE SPRINKLER
0 SPEAKER
MOTION SENSOR
ACCESS D OOR
SECURITY CAMERA
THERMOSTAT
$ LIGHT SWITCH
$D DIMMER SWITCH
PROJECTION SCREEN
RETURN AIR
SUPPLY AIR
CIRCULAR DIFFUSER
LINEAR DIFFUSER
E DENOTES EXISTING TO REMAIN
R DENOTES EXISTING, RELOCATED FIXTURE
EQUIPMENT
P DENOTES METAL PERFORATED CEILING TILE
SECTION INDICATIONS
7 7. SAND
OR GROUT
EARTH OR NATURAL GROUND
so
00.) 0'00�qo�j'
POROUS FILL (GRAVEL)
STONE
CONCRETE
BRICK
Mum CONCRETE MASONRY UNIT
METAL
NON-FERROUS ALUMINUM
PLYWOOD
WOOD (FINISH)
WOOD (CONTINUOUS)
WOOD (BLOCKING)
INSULATION (LOOSE OR BATT)
INSULATION (RIGID)
GLASS (LARGE SCALE)
GYPSUM BOARD
PLASTER WITH LATH
ACOUSTICAL TILE
CARPET
FABRIC WRAPPED PANEL
POWER & COMMUNICATION
CD
WALL MOUNTED DUPLEX
WALL MOUNTED DEDICATED DUPLEX
WALL MOUNTED SEPARATE DUPLEX
C/) cc)
WALL MOUNTED FOURPLEX
0
WALL MOUNTED DEDICATED FOURPLEX
41,
vq- ----VALL MOUNTED HALF DEDICATED FOURPLEX
v
WALL MOUNTED VOICE RECEPTACLE
'7
WALL MOUNTED DATA RECEPTACLE
v
WALL MOUNTED TELEIDATA RECEPTACLE
kV -1
WALL MOUNTED A/V TROUGH
9
WALL MOUNTED AV RECEPTACLE
90
WALL MOUNTED CABLE TV RECEPTACLE
Y
WALL MOUNTED VOICE/DATA JUNCTION BOX
WALL MOUNTED ELECTRICAL JUNCTION BOX
CN
WALL MOUNTED SYSTEMS PANEL VOICEIDATA INFEED
T)
WALL MOUNTED SYSTEMS PANEL POWER INFEED
SURFACE MOUNTED FLOOR DUPLEX
SURFACE MOUNTED FLOOR FOURPLEX
SURFACE MOUNTED FLOOR DEDICATED DUPLEX
SURFACE MOUNTED FLOOR SEPARATE DUPLEX
SURFACE MOUNTED FLOOR DEDICATED FOURPLEX
SURFACE MOUNTED FLOOR HALF DEDICATED FOURPLEX
Fv_1
SURFACE MOUNTED FLOOR TELEPHONE RECEPTACLE
SURFACE MOUNTED FLOOR TELEJDATA RECEPTACLE
SURFACE MOUNTED FLOOR DATA RECEPTACLE
RAV
SURFACE MOUNTED FLOOR AIV RECEPTACLE
SURFACE MOUNTED FLOOR SYSTEMS PANEL VOICEIDATA INFEED
7P
SURFACE MOUNTED FLOOR SYSTEMS PANEL POWER INFEED
57V
SURFACE MOUNTED FLOOR DUPLEXIVOICE/DATA
SURFACE MOUNTED FLOOR FOURPLEXIVOICEIDATA
SURFACE MOUNTED FLOOR DEDICATED DUPLEXIVOICE/DATA
*T]
SURFACE MOUNTED FLOOR SEPARATE DUPLEX/VOICE/DATA
SURFACE MOUNTED FLOOR DEDICATED FOURPLEXIVOICEIDATA
WV
SURFACE MOUNTED FLOOR HALF DEDICATED FOURPLEXIVOICE/DATA
10 JAV IV
SURFACE MOUNTED FLOOR DUPLEXIAVIVOICE/DATA
SURFACE MOUNTED FLOOR FOURPLEXIAVNOICE/DATA
SURFACE MOUNTED FLOOR POKE THRU DUPLEX
SURFACE MOUNTED FLOOR POKE THRU FOURPLEX
SURFACE MOUNTED FLOOR POKE THRU DEDICATED DUPLEX
SURFACE MOUNTED FLOOR POKE THRU SEPARATE DUPLEX
SURFACE MOUNTED FLOOR POKE THRU DEDICATED FOURPLEX
SURFACE MOUNTED FLOOR POKE THRU HALF DEDICATED FOURPLEX
SURFACE MOUNTED FLOOR POKE THRU TELEPHONE RECEPTACLE
SURFACE MOUNTED FLOOR POKE THRU TELEIDATA RECEPTACLE
SURFACE MOUNTED FLOOR POKE THRU DATA RECEPTACLE
SURFACE MOUNTED FLOOR POKE THRU A/V RECEPTACLE
SURFACE MOUNTED FLOOR POKE THRU SYSTEMS PANEL VOICEMATA
SURFACE MOUNTED FLOOR POKE THRU SYSTEMS PANEL POWER INFEED
SURFACE MOUNTED FLOOR POKE THRU DUPLEXIVOICE/DATA
SURFACE MOUNTED FLOOR POKE THRU FOURPLEXIVOICE/DATA
FLUSH FLOOR FLOOR DUPLEX
FLUSH FLOOR FOURPLEX
FIA]
FLUSH FLOOR DEDICATED DUPLEX
11E
FLUSH FLOOR SEPARATE DUPLEX
fwp
FLUSH FLOOR DEDICATED FOURPLEX
FLUSH FLOOR HALF DEDICATED FOURPLEX
FLUSH FLOOR DEDICATED SINGLE
FY
FLUSH FLOOR TELEPHONE RECEPTACLE
ry-1
FLUSH FLOOR TELEIDATA RECEPTACLE
ED
FLUSH FLOOR DATA RECEPTACLE
FRI
FLUSH FLOOR A/V RECEPTACLE
FR
FLUSH FLOOR SYSTEMS PANEL VOICE/DATA INFEED
FLUSH FLOOR SYSTEMS PANEL POWER INFEED
FLUSH FLOOR DUPLEXIVOICEIDATA
FLUSH FLOOR DEDICATED DUPLEXIVOICE/DATA
FLUSH FLOOR SEPARATE DUPLEXIVOICEIDATA
FLUSH FLOOR DEDICATED FOURPLOUVOICEIDATA
FLUSH FLOOR HALF DEDICATED FOURPLEXIVOICE/DATA
FLUSH FLOOR DUPLEXIAVNOICEIDATA
FLUSH FLOOR FLOOR FOUIRPLEXIAVIVOICEIDATA
FLUSH FLOOR POKE THRU DUPLEX
FLUSH FLOOR POKE THRU FOURPLEX
FLUSH FLOOR POKE THRU DEDICATED DUPLEX
FLUSH FLOOR POKE THRU SEPARATE DUPLEX
FLUSH FLOOR POKE THRU DEDICATED FOURPLEX
FLUSH FLOOR POKE THRU HALF DEDICATED FOURPLEX
FLUSH FLOOR POKE THRU TELEPHONE RECEPTACLE
FLUSH FLOOR POKE THRU TELEIDATA RECEPTACLE
FLUSH FLOOR POKE THRU DATA RECEPTACLE
FLUSH FLOOR POKE THRU A/V RECEPTACLE
FLUSH FLOOR POKE THRU SYSTEMS PANEL VOICE/DATA INFEED
FLUSH FLOOR POKE THRU SYSTEMS PANEL POWER INFEED
FLUSH
FLOOR POKE THRU DUPLEXIVOICEIDATA
FLUSH
FLOOR POKE THRU FOURPLEXIVOICE/DATA
FLUSH FLOOR POKE THRU DEDICATED
DUPLEXIVOICE/DATA
FLUSH FLOOR POKE THRU SEPARATE
DUPLEXIVOICE/DATA
FLUSH FLOOR POKE THRU DEDICATED
FOURPLEXIVOICE/DATA
FLUSH FLOOR POKE THRU DUPLEXIAVNOICE/DATA
FLUSH FLOOR POKE THRU SYSTEMS PANEL VOICE/DATA, POWER INFEED
X= NUMBER OF VOICE/ DATA CABLES TO DEVICE
PP
POWER POLE
ELECTRIC PIGTAIL
EQUIPMENT
CONSTRUCTION
COLUMN GRID
NOT IN CONTRACT
EMMMMC= EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE DEMOLISHED
NEW PARTITION
REFERENCE TO PARTITION TYPE
1 HR. RATED PARTITION
2 HR. RATED PARTITION
3 HR RATED PARTITION
4 HR RATED PARTITION
SMOKE PARTITION
EGRESS PATH
ELEVATION DATUM POINT
OFFICE- R OM NAME
0 -1
4F A ROOM NUMBER
DOOR NUMBER (WITH SCHEDULE)
DOOR TYPE
HARDWARE SET
DOOR NUMBER (WITHOUT SCHEDULE)
HARDWARE SET
DOOR TYPE
ALIGN
ALIGN WITH ESTABLISHED SURFACES
SHEET NOTE
oz� REVISION REFERENCE
NUMBER OF OCCUPANTS
00 EXIT CAPACITY REQUIRED
EXIT CAPACITY PROVIDED
DIRECTION OF ELEVATION
ELEVATION NUMBER ON SHEET
SHEET WHERE SHOWN
XX DETAIL NUMBER
SHEETWHERESHOWN
SIM.".
FL12,NW DESCRIPTION OF SIMILAR OR OPPOSITE
FLOOR LEVEL AND AREA OR PHASE
AREA TO BE DETAILED
MILLWORK
MILLWORK SCHEDULE TAG (IF USED)
rFHC1 FIRE HOSE CABINET
@ FIRE EXTINGUISHER WITHOUT CA13INET
FEC
FIRE EXTINGUISHER CABINET
FIRE VALVE WITHOUT CABINET
FVC
E5 FIRE VALVE CABINET
Eff] FIRE ALARM PULL
FINISH
XXXX
WALL FINISH
XXXX BASE FINISH
EXTENT OF FINISH
WALL FINISH
SPECIAL FINISH
< > FLOOR FINISH
CEILING FINISH
CHANGE IN FLOOR FINISH
SECURITY DEVICES
FC -R] CARD READER
FE7H ELECTRIC HINGE
a0 ELECTRIC LOCKSET
Eff] ELECTRIC STRIKE
FD -R] DOOR RELEASE
Fm7S DOOR RELEASE MOTION SENSOR
FD 7C DOOR MONITOR CONTACT
FM Q ELECTRO -MAGNETIC LOCK
EK7S KEY SWITCH
F 7H DOOR HOLD OPEN
EE INTERCOM
EEI BELL PUSH BUTTON
FD 7DC DOUBLE DOOR MONITOR CONTACT
REMOTE DOOR RELEASE BUTTON
INTRUSION ALARM
DOOR BELL
FP 17R PIR (REQUEST TO EXIT, PASSIVE INFRARED
DETECTOR) CEILING MOUNTED
MT'vmm;-_��
1 COMPLY WITH ALL APPLICABLE CODES, LAWS, ORDINANCES, ORDERS, RULES, AND REGULATIONS OF AUTHORITIES
HAVING JURISDICTION.
2 OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK
EXCEPT AS PROVIDED OTHERWISE IN THE SPECIFICATIONS OR OWNER CONTRACTOR AGREEMENT.
3 REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS
SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING
ANY WORK IN QUESTION.
4 COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING
ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF ELEVATORS. MINIMIZE DISTURBANCE OF
BUILDING FUNCTIONS AND OCCUPANTS.
5 OWNER WILL PROVIDE WORK NOTED "BY OTHERS'OR'NIC" UNDER SEPARATE CONTRACT. INCLUDESCHEDULE
REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF
INSTALLATION.
AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH OWNER AND/OR
PROPERTY MANAGER TO ENSURE SECURITY.
7 MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH APPLICABLE
CODES AND ORDINANCES.
8 DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT.
REV1S10N.*N0..-LL
RECEIVED
CITY OF TUMILA
SEP 15 2016
PERMIT CENTER
= 0
10400 Rodgers Road Phone: 281-374-8644
Houston, Texas 77070 Fax: 281-374-8992
5420 LBJ Freeway
Suite 1100
Dallas TX
Tel: 214.273.1500
Fax: 214.273.1505
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SEAUSIGNATURE
102371 REGISTERED
ARCHITE T
IDNEY L ARBORO
0 0
T S To
ISSTATEYOF ASHINGTON
SHEET TITLE
rABBREVIATIONS, GRAPHIC SYMBOLS, & GENERAL NOTES
Scale: 1: 1
SHEET NO:
DRAWN:
AM 0
REVIEW. AM
PROJECT NO.: 27.6699.006
GOOM
@ 2016 Gensler
r,%r-rr-n i v amjurm i i vEnmLivnx unmmilmu umicrx aprcrkmli I: rcrwn i
J -BOX 6"x 6" x 4"D, EC TO PROVIDE DOUBLE BOX ONE WITHIN
PARTITION TO RECEIVE CONDUIT. THE OTHER SURFACE MOUNTED
TO ALLOW CONDUIT OR OPEN CABLE CONVEYANCE.
OPEN CABLE TO MICRO & POWER SUPPLY
12'- 0' & — — I I
rr- I f
� - - - - - - - CABLE TRAY ON OPPOSITE SIDE OF WALL (OPTIONAL)
11 6"
11._ 011 L -,J Llri
- - - - - - - - - - LZ 14- Z
----------- I L -ii - - - - -
10'- 6" EXIT- 1-11 IT' —I[ SECURITY CAMERAS MOUNTED @ 10'- 0'
101- 01.
r10
8'- 0"
DOOR CONTACTS FOR DOOR PROP AND DOOR POSITION - BY SECURITY CONTRACTOR, EC
TO PROVIDE CONDUIT FROM FRAME TO J-BbX LOCATED ON SECURE SIDE. REFER TO
SECURITY CONTRACTOR PLAN FOR CONTACT LOCATIONS
EGRESS MOTION DETECTOR BY SECURITY CONTRACTOR, EC TO PROVIDE�, HORIZONTAL TRIM
RING OVER J -BOX WITHIN PARTITION LOCATED ON SECURE SIDE AS REQUIRED.
6', 11
011 STROBE/HORN Al
6' - 8"
L�j 'ERCOM DEVICE BY SECURITY CONTRACTOR, EC TO PROVIDE J -BOX W/ TRIM RING CAN SHARE CONDUIT WITH
EMERGENCY DOOR RELEASE. (OPTIONAL)
ELECTRIC HINGE EMERGENCY DOOR RELEASE BUTTON ON OPPOSITE SIDE OF WALL (IF REQUIRED) TO BE PROVIDED BY
BYGC SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION AND
5- 011 VH CONDUIT TO CARD READER J -BOX WITH STRING LOCATED ON SECURE SIDE.
ELECTRICAL LIGHT SWITCH - ZONE
4, - On LOCKSET BY GC_ IJ
iL
3- - 6"
LJ
I kl, 4i
Name
Door
Frame
Assembly Rating
C
Hardware
Set
Remarks
Number
Location
Type
Dimensions
Material
Finish
Material
Finish
Fire
Rating
Temp Rise
Smoke
Label
Width
Height
Thickness
120A
DATA HALL 2
A
3v - Owl
91-01,
13/41'
HM
PT05
HM
PT05
60 MIN
SET 105
B
120B
DATA HALL 2
B
61-011
91-011
13/4"
HM
PT05
HM
PT05
60 MIN
SET 103
B, E, H
121A
ELECTRICAL ROOM 2
A
31-011
91-011
13/4"
HM
PT05
HM
PT05
60 MIN
SET 110
121 B
ELECTRICAL ROOM 2
B
6l-011
91-011
13/4"
HM
PT05
HM
PT05
60 MIN
SET 109
E, H
122
MECH 5
B
61 - Of'
91-011
13/4"
HM
PT05
HM
PT05
60 MIN
SET 103
B, E, H
123A
MECH 6
A
31-011
91-011
13/41'
HM
PT05
HM
PT05
60 MIN
SET 105
B
123B
MECH 6
B
61-011
91-001
13/4"
HM
PT05
HM
PT05
60 MIN
SET 103
B, E, H
124A
MECH 7
A
31-01'
91-011
13/41'
HM
PT05
HM
PT05
60 MIN
SET 105
B
124B
MECH 7
B
61-011
91-011
13/411
HM
PT05
HM
PT05
60 MIN
SET 103
B, E, H
1 ?AC
MECH 7
A
31-011
91-011
1 3/4"
HM
PT05
HM
PT05
60 MIN.
SET 105
B
1 25A
VESTIBULE
A
T-011
71-011
13/4"
ALUM
ALUM
ALUM
ALUM,
0 MIN
SET 01
EXISTING DOOR AND FRAME, CONTRACTOR TO CONFIRM
EXISTING CONDITIONS.
125B
VESTIBULE
A
31-011
91-011
13/4"
HM
PT05
HM
PT05
0 MIN
SET 110
PANIC HARDWARE WITH 15 SECOND DELAY ALARM
127
PRE -ACTION
A
31-011
91-011
13/4"
HM
PT05
HM
PT05
60 MIN
SET 106
128
STAGING
B
61-01'
91-011
1 3/4"
HM
PT05
HM
PT05
0 MIN
SET 103
G, H
128A
STAGING
A
31 - Of'
81-01'
13/4"
HM
PAINT
HM
PAINT
60 MIN
SET 01
EXISTING DOOR AND FRAME, CONTRACTOR TO CONFIRM
EXISTING CONDITIONS.
129
MECHANICAL YARD
L
31-011
8'-011
1 1/2"
GALV
GALV
N/A
N/A
N/A
SET 04
1130
IT -2
A
131-011
191-011
113/411
IHM
I PT05
HM
PT05
60 MIN
SET 103
LOCK ALARM BOX/UN IT
EPO SWITCH LOCATED ON SECURE SIDE (OPTIONAL)
DOORTOBE L \
MORTISED BY GC, CARD READER (ON OPPOSITE SIDE OF WALL) BY SECURITY CONTRACTOR, EG TO PROVIDE VERTICAL TRIM RING
PANIC HARDWARE BY OVER SINGLE GANG BOX WITHIN PARTITION
GC WHERE REQUIRED
ELEC. STRIKE WITH CONDUIT TO SPLICE BOX ON SOME
DOORS, REFER TO DOOR SCHEDULE
HARDWARE GROUPS
NOTE:
SECURITY CONTRACTOR TO PROVIDE AND INSTALL ALL HARDWARE AND DEVICES. EC TO COORDINATE.
SECURE SIDE OF DOOR
NOTES: BOTH EC AND TENANT PROVIDE SECURITY CONTRACTOR. GROUP NO. I GROUP NO. 100 GROUP NO. 103 GROUP NO. 108
1. ALL CONDUIT 3hV'MINIMUM PROVIDED BY EC PROVIDE TWO STRINGS AT EACH TERMINATION POINT UNLESS OTHERWISE APPROVED BY PROJECT MGR. ELECTRIC PANIC DEVICE ELECTRIC CYLINDRICAL LOCKSET ELECTRIC CYLINDRICAL CLASSROOM LOCKSET ELECTRIC CYLINDRICAL LOCKSET
2. ALL PLENUM BOXES TO BE USED ABOVE CEILING AS REQUIRED.
3. CABLING AND LOW VOLTAGE WIRING BY SECURITY CONTRACTOR. DOOR PULL (IF REQD) ELECTRIC HINGE (ACTIVE LEAF) ELECTRIC HINGE
ELECTRIC HINGE HINGES ELECTRIC HINGE (ACTIVE LEAF) HINGES
HINGES (IF REQD) DOOR CLOSER W/ STOP ARM INGES DOOR CLOSER W/ STOP ARM
CLOSER W/ STOP ARM (IF REQD) 8"KICKPLATE 1 FLUSH BOLT SET SEAL SET
A ITS SADDLE THRESHOLD (IF REQD) 8" MOP PLATE USTPROOF§TRIKE 8" KICKPLATE
DOUBLE DOOR TYPICA COORDINATE LOCATIONS WITH SECURITY CONTRACTOR UNDER CONTRACT TO TENANT WEATHERSEAL SET SEAL SET OR CLOS R VY1 STOP A 8" MOP PLATE
VML CONDUIT REQUIREMEN WALL STOP
GROUP NO. 101 S LATCH GUARD (OUTSWING)
REFER TO SECURITY VENDOR DRAWING UNDER SEPERATE PERMIT GROUP NO. 2 ELECTRIC CYLINDRICAL LOCKSET (ACTIVE LEAF) SEAL SET (JAMBS & ASTRAGAL) SADDLE THRESHOLD (IF REQD)
J -BOX 6" x 6" x 4"D, EC TO PROVIDE DOUBLE BOX ONE WITHIN ELECTRIC PANIC DEVICE ELECTRIC HINGE (ACTIVE LEAF) (SMOKE SEALS AT RATED DOOR)
PARTITION TO RECEIVE CONDUIT. THE OTHER SURFACE MOUNTED DOOR PULL (IF REQD) HINGES DOOR SWEEPS GROUP NO. 109
CL TO ALLOW CONDUIT OR OPEN CABLE CONVEYANCE. ELECTRIC HINGE AUTO FLUSH BOLT SET 8" KICKPLATES ELECTRIC PANIC DEVICES
DOOR PULLS
OPEN CABLE TO MICRO & POWER SUPPLY HINGES (IF REQD) DUSTPROOF STRIKE 8" MOP PLATES
12' - 0" & — Z_ ELECTRIC HINGES
17- -1 /_ , \ &V — DOOR CLOSER (IF REQD) DOOR CLOSERS W/ STOP ARMS WALL STOPS
- — - - - - - - - - - - - - - CABLE TRAY ON OPPOSITE SIDE OF WALL (OPTIONAL) HINGES, AUTO FLUSH BOLTS
11-- 6" 8" KICKPLATE COORDINATOR OVERLAP ASTRAGAL (INACTIVE LEAF; SIM TO NG 550)
\IV ,� COOR STOPARMS
8" MOP PLATE CLOSER MOUNTING BRACKET SET PROVIDED BY DOOR SUPPLIER OR GC.
OS W'
00 CL 7
111,- 0'. -1 r SADDLE THRESHOLD (IF REQD) 8" KICKPLATES GROUP NO. 105 RD NA R
I To
44 — - - - --- - - -- r_ E JA BS & ASTRAGAL)
10' - 6" 1 SEAL SET 8" MOP PLATES
SECURITY CAMERAS MOUNTED @ 101' - 0" SADDLE THRESHOLD ELECTRIC CYLINDRICAL LOCKSET DOOR SWEEPS
10-- 0" 1 r I r— ELECTRIC HINGE MEETING ASTRAGAL
SEAL SET (JAMBS & ASTRAGAL)
GROUP NO. 3 WALL STOPS HINGES 8" KICKPLATES
DOOR CLOSER W/ STOP ARM 8" MOP PLATES
Ito ALL REQUIRED HARDWARE INCLUDING OVERLAP ASTRAGAL (INACTIVE LEAF)
8'- 0" . %. _�! Y _�! -_ SEAL SET WALL STOPS
SLIDE LOCK BY DOOR SUPPLIER OR GC PROVIDED BY DOOR SUPPLIER OR GC
DOOR CONTACTS FOR DOOR PROP AND DOOR POSITION BY SECURITY CONTRACTOR, EC TO COMBO PADLOCK BY SECURITY (SMOKE SEALS AT RATED DOOR)
PROVIDE CONDUIT FROM FRAME TO J -BOX LOCATED ON SECURE SIDE. REFER TO SECURITY GROUP NO. 110
DOOR SWEEP
CONTRACTOR PLAN FOR CONTACT LOCATIONS ELECTRIC PANIC DEVICE
GROUP NO. 4 GROUP NO. 102 8B KICKPLATE ELECTRIC HINGE
EGRESS MOTION DETECTOR BY SECURITY CONTRACTOR, EC TO PROVIDE HORIZONTAL 8" MOP PLATE
TRIM RING OVER J -BOX WITHIN PARTITION LOCATED ON SECURE SIDE CHAIN LINK SWING GATE (RE: ELEV FOR INFO) ELECTRIC CYLINDRICAL CLASSROOM LOCKSET HINGES
0- LATCH GUARD (OUTSWING)
STROBE/HO (ACTIVE LEAF)
RN DOOR CLOSER W/ STOP ARM
6' 8" GROUP NO. 5 ELECTRIC HINGE (ACTIVE LEAF) GROUP NO. 106 SEAL SET
7— INTERCOM DEVICE BY SECURITY CONTRACTOR, PROVIDE J -BOX KNOX BOX (FIRE DEPARTMENT ACCESS) HINGES STOREROOM LOCKSET (SMOKE SEALS AT RATED DOOR)
ASTRAGAL W/ TRIM RING CAN SHARE CONDUIT WITH EMERGENCY DOOR AUTO FLUSH BOLT SET HINGES DOOR SWEEP
DUSTPROOF STRIKE DOOR CLOSER
RELEASE. (OPTIONAL) 8" KICKPLATE
EMERGENCY DOOR RELEASE BUTTON ON OPPOSITE SIDE OF WALL DOOR CLOSERS W/ STOP ARMS KICKPLATE 8" MOP PLATE
ELECTRIC HINGE COORDINATOR MOP PLATE
5' - 0" -BY G (IF REQUIRED) TO BE PROVIDED BY SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL WALL STOP
TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION AND CONDUIT CLOSER MOUNTING BRACKET SET SEAL SET
TO CARD READER J -BOX WITH STRING LOCATED ON SECURE SIDE.
ELECTRICAL AI. SEAL SET (JAMBS & ASTRAGAL) WALL STOP GROUP NO. 112
to - 01. LOCKSET BY GC LIGHT SWITCH - ZONE 8"KICKPLATES STOREROOM LOCKSET
At'\ GROUP NO. 107
% S -W 8" MOP PLATES HINGES
IT- 6' V WALL STOPS PRIVACY LOCKSET DOOR CLOSERS W/ STOP ARMS,
_\ - - - - - - - - OVERLAP ASTRAGAL (INACTIVE LEAF; SIM TO NG 550) HINGES SEAL SET
EPO SWITCH LOCATED ON SECURE SIDE (OPTIONAL) PROVIDED BY DOOR SUPPLIER OR GC DOOR CLOSER 8B KICKPLATE
OORTOBE 8" KICKPLATE 8" MOP PLATE
' ' M �)RTIS CARD READER (ON OPPOSITE SIDE OF WALL)
RTISED` BY GC, MOP PLATE WALL STOP
C CH BY SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL
HARDWARE SEAL SET LATCH GUARD (OUTSWING)
V
P %G TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION
BY WHERE "NOTE: MOUNT ALL CLOSERS ON NON-PUBLIC SIDE OF DOORS WALL STOP
I
Q
REQ ED ELECTRIC STRIKE WITH CONDUIT TO SPLICE BOX ON
INACTIVE LEAF SOME DOORS REFER TO DOOR SCHEDULE
NOTE: DOOR TYPES
I SECURITY CONTRACTOR TO PROVIDE AND INSTALL ALL HARDWARE AND DEVICES. EC TO
NOTES: SECURE SIDE OF DOOR COORDINATE. BOTH EC AND TENANT PROVIDE SECURITY CONTRACTOR.
1. ALL CONDUIT 3/4" MINIMUM PROVIDED BY EC PROVIDE TWO STRINGS AT EACH TERMINATION POINT UNLESS OTHERWISE NOTED.
2. ALL PLENUM BOXES TO BE USED ABOVE CEILING AS REQUIRED.
3. CABLING AND LOW VOLTAGE WIRING BY SECURITY CONTRACTOR, UNO.
SCHEDULE WIDTH SCHEDULE WIDTH
EQ EQ
F_
0
ED W
LLI W
LU W
0 0
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LL j
TYPE'L"
TYPE W TYPES'
PAIR
NOTE: HARDWARE AND SECURITY DEVICES PROVIDED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. DOOR REMARKS DESCRIPTION
A
UPON CARD RECOGNITION THE EXIT DEVICE LATCH IS ELECTRICALLY RETRACTED. REQUEST -TO -EXIT BUILT INSIDE PUSH PAD OF EXIT DEVICE SHUNTS ALARM AUTHORIZING ENTRY. PANIC HARDWARE ALLOWS
EGRESS BY FUNCTION.
B
UPON CARD RECOGNITION THE ELECTRIC LOCK IS ELECTRICALLY RELEASED. STORE ROOM LOCKSET ALLOWS FREE EGRESS BY FUNCTION.
C
INSTALL SOLID WEATHERSEALS BEFORE EXIT DEVICE STRIKE AND CLOSER HID ARM SO SEAL IS CONTINUOUS. TEMPLATE HARDWARE ON THE DOOR TO ALLOW FOR SEAL THICKNESS.
D
ELECTRIC HINGE IS WIRED EXTERNALLY ON THE DOOR AND ROUTED UP THE INSIDE OF THE HOLLOW METAL FRAME NO MORTISE FOR ELECTRIC HINGE IS REQUIRED FROM HINGE TO HARDWARE SET.
E
CONTRACTOR TO COORDINATE RELATED TRADES. OVERLAPPING ASTRAGAL TO MOUNT ON THE ACTIVE LEAF ON OUTSWING DOORS AND THE INACTIVE LEAF ON INSWING DOORS SO THE LOCK LATCH IS GUARDED BY
THE METAL DOOR ASTRAGAL.
F
CONTRACTOR TO COORDINATE RELATED TRADES TO PREPARE DOOR FRAME TO ACCEPT ELECTRIC STRIKE, OBTAIN TEMPLATES FROM SECURITY VENDER.
G
PROVIDE NO LOCKSETS OR DUMMY HARDWARE ON INACTIVE LEAF.
H
DOUBLE DOORS CONSIST OF TWO (2) T -O" X 9'-0" LEAVES.
I
EXISTING DOOR AND FRAME, CONTRACTOR TO CONFIRM EXISTING CONDITIONS.
i
EXISTING DOOR TO BE CLOSED, LOCKED. PROVIDE BEAD OF ELASTOMERIC SEALANT BETWEEN DOOR AND FRAME. FOR GLASS DOORS MATERIAL BEHIND DOOR TO BE PAINTED DARK GRAY.
K
NEW ALUMINUM STOREFRONT DOOR TO. MATCH EXISTING.
5420 LBJ Freeway
Suite I 100
Dallas TX 75240
Tel: 214.273.1500
Fax: 214.273.1505
Or ISSUES & REVISIONS %
Issue
# Issue Date Issue Description
- 9/9/2016 Issue for Permit
1 7/26/2017 Revision 1
SEAUSIGNATURE
��F9951 7D
EGISTERE
AFICHITECT
CHAD H. YOSHINOBUI
STATE. OF WASHINGTON
SHEET TITLE
SCHEDULES
Scale: As indicated
DRAWN:
REVIEW.
PROJECT NO.: 27.6699.045
@ 2016 Gensler
SHEET NO:
LL:
CD
%_.1
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0
0
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LINE OF RAISED ACCESS FLOOR
- — — — — — — — — — — — — — — — — — — — — — — — — — ----------- — — — — —
HOUR FIRE RATED PAR ITION - PROTECT ALL OPENINGS
X=FIRE RATING DESIGNATION SIGN OR STENCIL ON ALL FIRE RATED PARTITIONS BELOW
RAISED ACCESS FLOOR AND ABOVE CEILING OR 14'-0" A.F.F.
IN AREAS WITH NO CEILING
FIRE RATED PARTITION SIGN
SCALE: 3"= 1'-0"
NFPA PANEL SIGN FOR SPECIFIED
ELECTROLYTIC CHEMICAL WITH THE VALVE
REGULATED ACID BATTERIES WITHIN THE
ELECTRICAL ROOM. PROVIDE SIGN AT EACH
BATTERY RUN AND ON THE INACTIVE LEAF
(OUTSWING SIDE) OF THE DOOR INTO
NFPA PANEL SIGN FOR DIESEL FUEL AT EACH ELECTRICAL ROOM AND ON THE SINGLE DOOR
STORAGE TANK AND AT INACTIVE LEAF LEADING (OUTSWING SIDE) INTO THE ELCTRICAL ROOM.
INTO THE EQUIPMENT YARD.
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5420 LBJ Freeway
Suite 1100
Dallas TX 75240
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Fax: 214.273.1505
ISSUES & REVISIONS
Issue
# Issue Date Issue Description -
I1 1 1 9/9/2016 1 Issue for Permit I I
SEALISIGNATURE
10237 REGISTERED
ARCHIT CT
S ;CARCT I
IDNEY . SCARBOR01
r
STATE 07ASHINGTON
SHEET TITLE
PROJECT SIGNAGE
Scale: 3"= 1!-0"
DRAWN:
REVIEW.
PROJECT NO.: 27.6699.006
016 Gensler
SHEET NO:
SIGNS BY ADA CENTRAL INC.
UNISEX ACCESSIBLE RESTROOM
CUSTOM SIGN
BLUE
HIGH CONTRAST
BLUE
0
WHITE
5/8" HIGH MIN., TYPE
CL 100
RAISED 1/32" MIN.,
— — — — — —
_5/_8"H1_G_HMIN.,
—
— — — DATA HALL—
TYP.HELVETICA MED.
TYPE
UPPERCASE LETTERS
RAISED 1/32 MIN.,
COLOR: HIGH CONTRAST
RESTROO14
TYP.HELVETICA MED.
WHITE
UPPERCASE LETTERS
611
Lj�
REF: A05.01 FOR SIGN
COLOR: HIGH CONTRAST
CD
TEXT
1%
WHITE
GRADE 2 BRAILLE
GRADE 2 BRAILLE
611
INSTALL 3" FROM
01
STRIKE SIDE OF JAMB
TO EDGE OF SIGN
ACCESSIBLE WALL MOUNT SIGNAGE
SCALE: 3"= 1'-0"
SIGN OR STENCIL
IDENTIFIED EFFECTIVELY
AND PERMANENTLY
CONTRASTING COLOR
Lo
HOUR FIRE
TE PARTITION
PROTECT ALL OPE
INGS
—30'-0" MAX.
_X
BETWEEN SIGNS
— — — — — — — — — —
— — — — — — — — — —
— — — — — — — —
— — — — — — — —
— — — — — — — — — — —
— --- — — — — — — — —
— — — — — — — — — — -
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LINE OF CE LING
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- — — — — — — — — — — — — — — — — — — — — — — — — — ----------- — — — — —
HOUR FIRE RATED PAR ITION - PROTECT ALL OPENINGS
X=FIRE RATING DESIGNATION SIGN OR STENCIL ON ALL FIRE RATED PARTITIONS BELOW
RAISED ACCESS FLOOR AND ABOVE CEILING OR 14'-0" A.F.F.
IN AREAS WITH NO CEILING
FIRE RATED PARTITION SIGN
SCALE: 3"= 1'-0"
NFPA PANEL SIGN FOR SPECIFIED
ELECTROLYTIC CHEMICAL WITH THE VALVE
REGULATED ACID BATTERIES WITHIN THE
ELECTRICAL ROOM. PROVIDE SIGN AT EACH
BATTERY RUN AND ON THE INACTIVE LEAF
(OUTSWING SIDE) OF THE DOOR INTO
NFPA PANEL SIGN FOR DIESEL FUEL AT EACH ELECTRICAL ROOM AND ON THE SINGLE DOOR
STORAGE TANK AND AT INACTIVE LEAF LEADING (OUTSWING SIDE) INTO THE ELCTRICAL ROOM.
INTO THE EQUIPMENT YARD.
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5420 LBJ Freeway
Suite 1100
Dallas TX 75240
Teh 214.273.1500
Fax: 214.273.1505
ISSUES & REVISIONS
Issue
# Issue Date Issue Description -
I1 1 1 9/9/2016 1 Issue for Permit I I
SEALISIGNATURE
10237 REGISTERED
ARCHIT CT
S ;CARCT I
IDNEY . SCARBOR01
r
STATE 07ASHINGTON
SHEET TITLE
PROJECT SIGNAGE
Scale: 3"= 1!-0"
DRAWN:
REVIEW.
PROJECT NO.: 27.6699.006
016 Gensler
SHEET NO:
8 -
STROBE WHERE OCCURS
EQ EQ STROBE WHERE OCCURS 6"
CL
STROBE WHERE OCCURS I
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TELEPHONE OUTLET EQ EQ SWITCH(ES) OR DIMMER(S)
MTD HORIZONTALLY GANG UNDER ONE PLATE
EQ EQ 7- 1 DOOR
z 71 z ZE z 10400 Rodgers Road Phone: 281-374-8644
co co 46
M 1�— - THERMOSTAT WHERE OCCURS % ula.-T T'— THERMOSTAT WHERE OCCURS Houston, Texas 77070 Fax: 281-374-8992
POWER OUTLET
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CLUSTER VERTICALLY MTD
CREDENZA OR COUNTER CENTERED ON COLUMN T- OUTLET WHERE OCCURS
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LOCATIONS at FREIGHT ELEVATORS LOCATIONS at CREDENZAS or COUNTERS LOCATIONS at COLUMNS, BETWEEN DOORS, ETC. LOCATIONS at DOOR JAMBS
19 13 7 1
STROBES OUTLETS OUTLET GROUPS, STROBES and THERMOSTATS SWITCH and THERMOSTAT
8" 5420 LBJ Freeway
Suite 1100
Dallas TX 75240
Gensler
% CL % Tel: 214.273.1500
% STROBE WHERE OCCURS STROBE WHERE OCCURS Fax: 214.273.1505
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20 LOCATIONS at FIRE EXTINGUISHER CABINET LOCATIONS at CREDENZAS or COUNTERS LOCATIONS at COLUMNS, BETWEEN DOORS, ETC. LOCATIONS at DOOR JAMBS
STROBES and FIRE ALARM PULLS 14 SWITCHES and THERMOSTATS 8 SWITCHES, STROBES and THERMOSTATS 2 SWITCH and TELEPHONE
61 8
UNO 8"
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9"1 60"TO HIGHEST TACTILE I %
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17 OUTLETS SWITCHES, OUTLETS, STROBES and THERMOSTATS 5 SWITCHES, STROBES and THERMOSTATS
POWER AND TELEPHONE
MOUNT HORIZONTALLY (L ISSUES & REVISIONS
Issue
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3 % # Issue Date Issue Description
-7 EQ EQ ? e- STROBE WHERE OCCURS % STROBE WHERE OCCURS --F—e for
1 919/2016 Issu Permit
8" 8"' EQ EQ
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POWER OUTLET OR co POWER OUTLET OR
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WHERE OCCURS
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LOCATIONS at MILLWORK COUNTERS MAX 25" DEPTH LOCATIONS at CORNERS LOCATIONS at COLUMNS, BETWEEN DOORS, ETC.
18 OUTLETS 12 6
OUTLETS, STROBES and THERMOSTATS OUTLETS, STROBES and THERMOSTATS
MOUNTING LOCATIONS
SCALE: NTS 01
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EXISTING PARKING NOT IMPACTED BY THIS PERMIT
PROPOSED USE IN AREA OF WORK (WAREHOUSE) WILL NOT INCREASE ACTUAL PARKING DEMAND.
PLEASE REFER TO STATEMENT ON GOO.00 AND AFFIDAVIT SUBMITTED WITH THIS PERMIT.
i Z
5420 LBJ Freeway
Suite 1100
Dallay TX 75240
Tel: 214.273.1500
Fax: 214.273.1505
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ISSUES & REVISIONS
Issue
# Issue Date Issue Description
1 9/9/2016 1 Issue for Permit
SEAUSIGNATURE
10237
REGISTERED
C.,T,CT
-�FjARCHIT CT
I N Y AFRIB30RO
S161 3
0 S I
STATE ASHINGTON
SHEET TITLE
SITE PLAN
Scale: 1"= 20!-0"
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IN PAP
SHEET NO:
DRAWN:
REVIEW: 'A
PROJECT NO.: 27.6699�.00]6 0000
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NU
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.
UL ASSEMBLIES �
I EMMEM=
I Design No. U419 (cont.)
.
6B. Steel Framing Members (Optional, Not Shown)* - As an alternate to Rem 6, furring channels and Steel Framing Members on only one side of
studs as described below:
a. Furring Channels - Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item
b. Batts and Blankets placed in stud cavity as described in Rem 4. Two layers of gypsum board attached to furring channels as described in Item
4. Not for use with Item 4A. .
b. Steel Framing Members* - Used to attach furring channels (Item 6Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to
studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips.
KINETICS NOISE CONTROL INC - Type Isomax
1
7. Joint Tape and Compound - Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers.
Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be
omitted when gypsum panels are supplied with a square edge.
.
1
8. Siding, Brick or Stucco - (Optional, not shown) - Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local
code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel
screws, not more than each sixth course of brick. I
.
9. Caulking and Sealante - (Optional, not shown) - A bead of acoustical sealant applied around the partition perimeter for sound control.
UNITED STATES GYPSUM CO - Type AS
.
*Bearing the UL Classification Mark I
NOTE: .
REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC.
COPYRIGHT @ 2011 UNDERWRITERS LABORATORIES INC. @
.
I Design No. U438
I
. July 01, 2010
.
�
.
.
NONBEARING WALL RATING -- 2 HRE I
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1. Floor and Ceiling Runners - "J" -shaped runner, 2-1/2 in. wide with unequal legs of I in. and 2 in., fabricated from 24 MSG galv
steel. Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners
located not greater than 2 in. from ends and not greater than 24 in. OC.
.
�
2. Steel Studs - "C -H" -shaped studs, 2-1/2 in. wide by I-12 in. deep, fabricated from 25 MSG galv steel. Cut to lengths 3/8 to 112 in.
I less than floor to ceiling height and spaced 24 in. or 600 min OC.
2A. Steel Studs - (Not shown) -"E" -shaped studs installed in place of -7C-H" -shaped studs (Item 2) to secure the closure liner panels
at the ends of walls. Fabricated from 25 MSG galv steel, 2-1/2 in. wide, with one leg I in. long and two legs 314 in. long. Shorter legs 1
in. apart to engage gypsum liner panels. Cut to lengths 318 in. less than floor to ceiling height. Sill and lintel of opening formed with
"J" -shaped runners (Item 1) secured to "E" -shaped studs with angle clips and steel screws.
. 3. Gypsum Board* - I in. thick gypsum wallboard liner panels, supplied in nom 24 in. or 600 min (for metric spacing) widths. Panels
cut I in. less in length than floor to ceiling height Vertical edges inserted in "H" -shaped section of "C -H" studs. Free edge of end
panels attached to long leg of "J" -runners with 1-5/8 in. long Type S steel screws spaced not greater than 12 In. OC.
CANADIAN GYPSUM COMPANY - Type SLX
UNITED STATES GYPSUM CO - Type SLX
I
USG MEXICO S A DE C V - Type SLX I
�
.
4. Gypsum Board* - 112 in. thick, 4 ft. or 1200 min (for metric spacing) Wide wallboard applied vertically in two layers. Inner or base
layer attached to studs with I in. long Type 8 steel screws spaced 24 in. OC along the edges and in the field of the boards. Outer or
face layer attached to studs and "J" -runners with 1-5/8 in. long Type S steel screws spaced 12 in. along the edges and in the field of
he boards, staggered.
� I
Outer layerjoints covered with paper tape and joint compound. Exposed screw heads covered with joint compound.
As an afternate method, inner wallboard layer applied vertically, outer wallboard layer applied horizontally. Inner layer attached to
studs with I In. Type S steel screws spaced 24 in. OC along vertical edges and in the field. Outer layer attached to the studs and "J"
runners over the inner layer with 1-5/8 in. long Type S steel screws spaced 12 in. OC in the field, along the vertical edges and to the
floor and ceiling runners. Outer layer secured to inner layer wallboard with 1-1/2 in. long I
Type G steel screws located midway between studs and 1 in. from the horizontal joint
. AMERICAN GYPSUM CO - Types AG -C.
BPB AMERICA INC - Type FRPC, ProRoc Type C. I . � .
I BPB CANADA INC - ProRoc Type C. . �
CANADIAN GYPSUM COMPANY - Type C, IP -X2, or WRC. I
G -P GYPSUM CORP, SUB OF
GEORGIA -PACIFIC CORP - Type 5.
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� LAFARGE NORTH AMERICA INC - Typei LGFC-C, LGFC-C/A. .
NATIONAL GYPSUM CO - Types FSK -C, FSW-C, FSMR-C.
PASCO GYPSUM, DIV OF I
PACIFIC COAST BUILDING PRODUCTS INC - Types PG -C.
STANDARD GYPSUM L L C - Type SG -C.
TEMPLE-INLAND FOREST PRODUCTS CORP - Type TG.C.
. UNITED STATES GYPSUM CO - Type C, IP -X2 or WRC.
USG MEXICO S A DE C V - Type C, IP -X2 or WRC.
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4A. Gypsum Board* - (As an afternate to Item 4) - 518 in. thick, 4 ft wide. Attached as described in Item 4. 1
CANADIAN GYPSUM COMPANY - Type AR, IP -AR, IP -XI, SCX or WRX.
UNITED STATES GYPSUM CO - Type AR, FRX-G, IP -AR, IP -X1, SCX or WRX.
I USG MEXICO S A DE C V - Type AR, IP -AR, IP -X1, SCX or WRX.
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5. Batts and Blankets* - (Optional) - (Not shown) - Mineral wool or glass fiber baits partially or completely filling stud cavity. Any
mineral wool or glass fiber bait material bearing the UL Classification Marking as to Fire Resistance. I
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5A. Fiber, Sprayed* - As an aftemate to Batts and Blankets (ftem 5) - Spray applied cellulose material. The fiber is applied with water
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I to completely fill the enclosed cavity in accordance with the application instructions supplied with the producL Nominal dry
density of 3.0 IbIft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type ADI00 hot malt adhesive at a
nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application
instructions supplied with the product. Nominal dry density of 2.5 Wit&
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U 8 GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) . �
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5B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) and Item SA - Spray applied cellulose insulation material. The
I fiber is applied with water to interior surfaces in accordance With the application instructions supplied with the product. Applied to
completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft.
NU -WOOL CO INC - Cellulose Insulation . I
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*Bearing the UL Classification Mark .
. NOTE: .
. REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC.
COPYRIGHT @ 2011 UNDERWRITERS LABORATORIES INC. 0 .
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� Design No. U906 �
September 30,2010 1
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. BEARING WALL RATING - 2 HR.
. � I � NONBEARING WALL RATING - 2 HR. .
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. 1. Concrete Blocks* - Nominal 6 by 8 by 16 in, hollow or solid. � .
Classification D-2 (2 hr.) . I
ANCHOR CONCRETE PRODUCTS INC .
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GAGNE & SON CONCRETE BLOCK INC
. Allowable compressive stress of 57% of max allowable. compressive stress in accordance with the emperical design method.
BETCO BLOCK & PRODUCTS INC I
ARTHUR WITCOMB . .
WESTBROOK CONCRETE BLOCK CO INC . . .
Allowable compressive stress of 75.6% of max allowable compressive stress in accordance with the emperical design method.
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2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not mom than 3-1/2 parts of clean sharp sand to I
I part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints
staggered. I . .
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3. Portland Cement Stucco or Gypsum Plaster - Add V2 hr to Classification if used. Attached to concrete blocks (Item 1). I .
4. Foamed Plastle - (Optional - Not Shown) - 1-1/2 in. thick max, 4 ft Wide sheathing attached to concrete blocks (Item 1).
. THE DOW CHEMICAL CO - Type Thermax
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*Bearing the UL Classification Mark
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NOTE: I .
. � REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC.
COPYRIGHT @ 2011 UNDERWRITERS LABORATORIES INC. 0 1
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� Design No. C -AJ -5001
March 05,2007
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THROUGH -PENETRATION FIRESTOP SYSTEM --2H.
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. I SECTION &A,
I 1. Floor or Wall Assembly - Min 2-V2 in. (64 min) thick reinforced lightweight or normal weight (ION150 pcf or 1600-2400 kgl.m3) concrete.
Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 18 in. (457 min) See Concrete Blocks (CAZT) I
category in the Fire Resistance Directory for names of manufacturers. . .
I IA. Steel Sleeve - (Optional, not shown) - Norn 10 in. (254 min) (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or
wall assembly. Sleeve may extend a max of 2 in. (51 min) above top of floor or beyond either surface of wall. T Rating is 0 Hr when sleeve is .
used.
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2. Through Penetrant - Norn 4 in. (102 min) diam (or smaller) Type L (or heavier) copper pipe, norn 12 in. (305 min) diarn (or smaller) service
weight (or heavier) cast iron soil pipe, norn 12 in. (305 min) diarn (or smaller) Class 50 (or heavier) ductile iron pressure pipe or norn 12 in.
(305 min) diam (or smaller) Schedule 1 0 (or heavier) steel pipe centered in the opening and rigidly supported on both
sides of the floor or wall assembly.
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3. Pipe Covering* - Norn 112 to 2 in. (13 to 51 min) thick hollow cylindrical heavy density (min. 3.5 pcf or 56 . kglm3) glass fiber units jacketed
on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory -applied self-sealing lap tape. Transverse
I joints secured with metal fasteners or with butt strip tape supplied with the product. See Pipe and Equipment Covering - Materiale (BRGU)
category in Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and
bearing the UL Classification Marking with a Flame Spread Index of 25 or less. and a Smoke Developed Index of 50 or less may be used.
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4. Firestop System - The details of the firestop system shall be as follows:
A. Packing Material - Min 1 in. (25 min) thickness of firmly packed mineral wool baft insulation used as a permanent form. Packing material
to be recessed from top surface of floor or sleeve or from both surfaces of wall as required to accommodate the required thickness of caulk
fill material (Item B). . I
B. Fill, Void or Cavity Materlar - Caulk or Sealant - Applied to fill the annular space flush with the top surface of the floor or sleeve or flush
with both surfaces of wall. When norn pipe covering thickness is 2 in, (51 mm), min thickness of caulk fill material is 2 in. (51 mm). When norn
pipe covering thickness is 1-1/2 in. (38 min) or less, min thickness of caulk fill material is 1 in. (25 mm). The hourly F and T Ratings of the
firestop system am dependent upon the thickness of the floor or wall, the size of pipe, the thickness of pipe covering material and the size of
the annular space (between the pipe covering material and the edge of the circular through opening), as shown in the following table: �
3M COMPANY - CP 25WB+ or FB -3000 WT .
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*Bearing the UL Classification Mark �
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NOTE:
REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC.
COPYRIGHT @ 2011 UNDERWRITERS LABORATORIES INC. @
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.F Rating
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T Rating
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1,or 1-1�2 (25. or 314)�
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. Design No. U419
August 14, 201 0 1
atings -- 1,2,3, or 4 HR. (See
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1. Floor and Ceiling Runners - (Not shown) - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to
accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 In. OC max.
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2. Steel Studs - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width as indicated under Item 4, min 1-1/4 in.
flanges and 114 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 314 in. less than assembly height.
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3. Batts and Blankets* - (Required as indicated under Item 4) - Mineral wool baits, friction fitted between studs and runners. Min nom
thickness as indicated under Rem 4. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies.
3A. Batts and Blankets* - (Optional) - Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking
as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified
companies. �
4. Gypsum Board* - Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over
studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud
cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need
not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The
thickness and number of layers for the I hr, 2 hr, 3 hr and 4 hr ratings are as follows:
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number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows:
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Rating Min Stud No. of Layers .
Depth & Thkns I Of �
of Panel (Rem 3) Insulation
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1 3-1/2 1 layer, 5/8 in. thick Optional
1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in.
1 1-5/8 1 layer, 314 in. thick Optional .
2 � 1-5/8 2 layers, 112 in. thick Optional
. 2 � 1-5/8 2 layers, 518 in. thick Optional
2 3-1/2 1 layer, 314 in. thick 3 in. .
3 1-518 3 layers, 112 in. thick � Optional 1
3 1-5/8 2 layers, 3/4 in. thick Optional
3 1-5/8 3 layers, 518 in. thick Optional
4 1-5/8 4 layers, 518 in. thick Optional
. 4 1-5/8 4 layers, 112 in. thick Optional
4 2-1/2 2 layers, 314 in. thick . 2 in.
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CANADIAN GYPSUM COMPANY - V2 in. thick Type C, IP -X2 or IPC -AR; WRC, 518 in. thick Type AA C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRX or
WRC; 314 in. thick Types IP -X3 or ULTRACODE
. UNITED STATES GYPSUM CO - 1/2 in. thick Type C, IP -X2, IPC -AR or WRC; 518 in. thick Type SCX, SHX, WfM IP -X1, AR, C, WRC, FRX-G, IP -AR, IP -X2,
IPC -AR; 314 In. thick Types IP -X3 or ULTRACODE . . . .
. USG MEXICO S A DE C V - 112 in. thick Type C, IP -X2, IPC -AR or WRC; 518 in. thick Type AR, C, IP -AR, INXI, IP -X2, IPC -AR, SCY, SHX, WPA WRC or,
314 in. thick Types IP -X3 or ULTRACODE �
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When Item 6B, Steel Framing Membersk, is used, Nonbearing . Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation
(Item 3) is 3 in., and two layers of gypsum board panels (1/2 in. or 518 in. thick) shall be attached to furring channels as described in Rem 5. One
layer of gypsum board panels (112 in. or 518 in. thick) attached to opposite side of stud without furring channels as described in Item 5.
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4A. Gypsum Board* - (As an afternate to Rem 4) - 518 in. thick, 2 ft. wide, tongue and groove edge, applied horizontally as the outer I . ayer to one
side of the assembly. Secured as described in Rem 5. Joint covering (Rem 7) not required. I
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CANADIAN GYPSUM COMPANY - Type SHX. . �
UNITED STATES GYPSUM CO -- Type SHX. . �
USG MEXICO S A DE C V - Type SHX . .
5. Fasteners - (Not shown) - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 6). Single layer
systems: 1 in. long for 112 and 5/8 in. thick panels or 1-1/4 in. long for 314 in. thick panels, spaced 8 in. OC when panels are applied horizontally,
or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long
for 112 and 5i8 in. thick panels or 1-1/4 in. long for 314 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 518 in. thick panels
. or 2-1/4 in. long for 314 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Three -layer systems: First layer- I in. long for
112 in., 518 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 112 in., 518 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long .
for 1/2 in., 518 in. thick panels or 2-5/8 in. long for 518 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four -layer I
systems: First layer- I in. long for 112 in., 518 in. thick panels, spaced 24 in. OC. Second layer- 148 in. long for V2 in., 518 in. thick panels, spaced .
24 in. OC. Third layer- 2-1/4 in. long for 112 in. thick panels or 248 in. long for 518 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for
V2 in. thick panels or 3 in. long for 518 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below.
6. Furring Channels - (Optional, not shown, for single or double layer systems) - Resilient furring channels fabricated from min 25 MSG .
corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecti I ng stud with 1/2 in. long Type S-12
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steel screws. Not for use with Item 4A. . . .
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6A. Steel Framing Members (Not Shown)* - (Optional on one or both sides, not shown, for single or double layer systems) - As an alternate to I
item 6, furring channels and Steel Framing Members as described below: I
a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 718 in. deep,spaced max. 24 in. OC perpendicular to studs. Channels
. secured to studs as described in Item b. Gypsum board attached to furring channels as described in Rem 5. Not for use with Rem 4A.
I b. Steel Framing Members* - Used to attach furring channels (Rem 6Aa) to studs (item 2). Clips spaced max. 48 in. OC., and secured to studs .
with No. 8 x 1-1/2 in. minimum self -drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips.
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PAC INTERNATIONAL INC - Type RSIC-1. I I
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. Design No. W -L-2014 +
February 01, 2001
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THROUGH -PENETRATION FIRESTOP SYSTEM --2H.
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1. Wall Assembly - . The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in
the individual U30O.or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction .
features: . I I
A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of norn 2 by 4 in. lumber spaced 16 in.
I OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. .
B. Gypsum Board*- Two layers of nom 518 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam Of ,
opening is 8 in. . . �
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2.Nonmetallic Pipe - Nom 4 in. diarn (or smaller) Schedule 40 polyvinyl chloride (PVC) or SDR17 chlorinated polyvinyl chloride (CPVC) pipe for
use in closed (process or supply) piping systems. Pipe to be rigidly supported on both sides of wall assembly. .
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3. Firestop System - The hourly F and T Rating for the firestop systems are dependent upon the size of pipe, annular space, and min forming
I and fill material thicknesses as described in the table below. When the annular space in the table shows a range of distances, the penetrating
item may be installed either concentrically or eccentrically within the firestop system. The firestop systems shall consist of the following:
A. Steel Sleeve or Wire Mesh - No. 8 steel wire mesh having a min I in. lap along the longitudinal seam. Length of sleeve to be 114 to 1/2 in. less
I � than overall thickness of wall such that, when installed in circular opening, the ends of the sleeve are recessed 118 to 114 in. from each surface
�
of the wall. Sleeve may also be formed of min 0.034 in. thick (20 MSG) galv sheet steel. I .
B. Packing Material - Mineral wool baft insulation firmly packed into opening as a permanent form at the thickness shown in the table below.
Packing material to be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. As an option to
the above, backer rod and/or foamed plastic backer material may be used. . I
. I
C. Fill, Void or Cavity Material* - Caulk - Applied within the annulus, flush with both surfaces of wall as shown In the table below: I
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.
*Bearing the UL Classification Mark I . . .
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NOTE:
REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC. I
COPYRIGHT @ 2011 UNDERWRITERS LABORATORIES INC. 0
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Max.Pipe Annular Min Forining Min Fill F T
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Design No. W -L=5028
. February 08, 2006 1
THROU.GH-PENETRATION FIRESTOP SYSTEM --2H.
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1. Wall Assembly - The I or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the
manner specified In the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include
the following construction features:
I A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of norn 2 by 4 in. lumber spaced
. 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC.
.
B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers,
fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 7-V2 in. The
hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which ft is installed.
2. Through Penetrants - One metallic pipe or tubing to be centered within the firestop system. Pipe or tubing to be rigidly supported on
both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used:
A. Steel Pipe - Norn 4 in. diarn (or smaller) Schedule 40 (or heavier) steel pipe.
S. Copper Tubing -- Nom 2 in. diarn (or smaller) Type L (or heavier) copper tubing.
C. Copper Pipe - Nom 2 in. diam (or smaller) Regular (or heavier) copper pipe.
I
.
3. Tube Insulation - Plastics+ - Norn 314 in. thick acrylonitrile butadionelpolyvinyl chloride (ASIPVC) flexible foam furnished in the form of
tubing. An annular space of min 0 in. (point contact) to max 1-1/2 in. is required within the firestop system. See Plastics+ (QMFZ2)
category In the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material
meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. The hour T Rating of the
firestop system is dependent on the hourly fire rating of the wall assembly in which ft is installed, the size and type of through I
penetrant and the pipe covering thickness, as shown in the table below:
.
4. Fill, Void or Cavity Material* - Sealant - Min 518 in. thickness of fill material applied within the annulus, flush with both surfaces of wall.
At the point contact location between pipe covering and gypsum wallboard, a min 1/2 in. diarn bead of fill material shall be applied
at the pipe covering/gypsum wallboard interface on both surfaces of wall.
. HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC -- FS -ONE Sealant .
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*Bearing the UL Classification Mark
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. NOTE:
REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC.
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COPYRIGHT @ 2011 UNDERWRITERS LABORATORIES INC. 0 1 . I .
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Design NO. C -AJ -2169
. I February 14,2006
1
THROUGH-PENETRATIONfl,�ESTOP SYSTEM --2H.
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1. Floor or Wall Assembly - Min 4-V2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete floor. Wall may also be constructed
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. of any UL Classified Concrete Blocks*. Max diarn of opening is 4 in. See Concrete Blocks, (CAZT) category in the Fire Resistance Directory for
� I names of manufacturers. . I �
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2. Metallic Sleeve - (Optional) - Nom 4 in. diarn (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall I assembly, flush
with floor or wall surfaces. .
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3. Through Penetrants - One nonmetallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The
annular space between the pipe or conduit and the periphery of the opening shall be a min of 112 in. to max 1-3/8 in. Pipe or conduit to be rigidly .
supported on both sides of floor or wall. The following types and sizes of pipes or conduits may be used:
A. Polyvinyl Chloride (PVC) Pipe - Norn 2 in. diarn (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) or vented
. (drain, waste, or vent) piping systems. I I
B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Norn 2 in. diarn (or smaller) SDR 17 CPVC pipe for use in closed (process or supply) or vented
(drain, waste or vent) piping systems. .
C. Rigid Nonmetallic Conduit+ - Norn 2 in. diarn (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National
Electrical Code, (NFPA No. 70). . .
. I
1
4. Firestop System - The firestop system shall consist of the following: �
A. Forming Material* - Min 1-1/2 in. thickness foamed into opening as a permanent form. Forming material to be recessed from top surface of .
floor or from both surfaces of wall as required to accommodate the required thickness of fill material. � .
HILTI CONSTRUCTION CHEMICALS, DIV OF I
HILT] INC - CF128-DW or CF511 Foam Sealant . .
.
B. Fill, Void or Cavity Material* - Sealant - Min 3 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both I
surfaces of wall. . I . .
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NOTE: I I I
REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC.
COPYRIGHT @ 2011 UNDERWRITERS LABORATORIES INC. @ � '
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ISSUES & REVISIONS
Issue . I
# Issue Date Issue Description
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10237 .
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STATE OF WASHINGTON
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(' I . SHEET TITLE _14
RATED ASSEMBLIES
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Scale: 12" = 1'-0"
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SHEET NO:
DRAWN: .
REVIEW * AM Aft
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PROJECT NO.: 27.6699.006 . AUUU80
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1r% f%'rA 1r% A k 1r%
<E> LANDING
<E> MECH-3
<E> MMR2
t
01 EXISTING STOREFRONT DOOR TO REMAIN.
PERMANENTLY CLOSE AND LOCK. REF
CONSTRUCTION PLAN.
02 REMOVE EXISTING HOLLOW METAL DOOR
AND FRAME.
03 DEMO PORTION OF EXISTING PARTITION.
REFER TO CONSTRUCTION PLAN.
ASSOCIATED HANDWARE AND TRACKS AND
STORE PER LANDLORD RECOMMENDATION.
08 EXISTING DOOR TO REMAIN. PERMANENTLY
CLOSE AND LOCK. REF CONSTRUCTION
PLAN.
GENERAL NOTES
A RE: AOO DRAWING SERIES FOR SCHEDULES,
LEGENDS, SYMBOLS AND ABBREVIATIONS.
B FOR CONSTRUCTION PLAN AND OTHER PLAN
REFERENCES, RE: A02 DRAWING SERIES.
C COORDINATE WITH PROPERTY MANAGER
FOR RETURN OF SALVAGE ITEMS TO
BUILDING OWNER FOR FUTURE REUSE.
COORDINATE WITH PROPERTY MANAGER
FOR ITEMS REQUIRED.
D REMOVE EXISTING INTERIOR PARTITIONS,
DOORS, FRAMES, HARDWARE, FLOOR AND
WALL FINISHES, LIGHTS AND CEILING
SYSTEMS NOT SHOWN TO REMAIN OR AS
REQUIRED FOR NEW WORK.
E REMOVE EXISTING TELEPHONE AND DATA
CABLING NOT SHOWN TO REMAIN ON
CONSULTANT'S PLANS OR AS REQUIRED FOR
NEW WORK.
F REMOVE EXISTING MECHANICAL,
ELECTRICAL, AND PLUMBING SYSTEMS NOT
SHOWN TO REMAIN ON CONSULTANT'S
PLANS OR AS REQUIRED FOR NEW WORK.
G PATCH, REPAIR, AND PREPARE ALL
AFFECTED AREAS IN PREPARATION FOR NEW
WORK.
H ERECT AND MAINTAIN DUSTPROOF
PARTITIONS AS REQUIRED TO PREVENT
SPREAD OF DUST, FUMES, AND SMOKE, ETC.
TO OTHER PARTS OF THE BUILDING. UPON
COMPLETION, REMOVE PARTITIONS AND
REPAIR DAMAGED SURFACES TO MATCH
ADJACENT SURFACES.
J IF DEMOLITION IS PERFORMED IN EXCESS OF
THAT REQUIRED, RESTORE AFFECTED
AREAS AT NO COST TO THE OWNER.
K REMOVE FROM SITE DAILY AND LEGALLY
DISPOSE OF REFUSE, DEBRIS , RUBBISH, AND
OTHER MATERIALS RESULTING FROM
DEMOLITION OPERATIONS.
L REMOVE EXISTING FLOOR FINISHES AND
PREPARE SUBFLOOR AS REQUIRED FOR NEW
FLOOR FINISHES.
M COMPLY WITH APPLICABLE LOCAL, STATE
AND FEDERAL CODES AND REGULATIONS
PERTAINING TO SAFETY OF PERSONS,
PROPERTYAND ENVIRONMENTAL
PROTECTION.
N PROVIDE AND MAINTAIN BARRICADES,
LIGHTING, AND GUARDRAILS AS REQUIRED
BY APPLICABLE CODES AND REGULATIONS
TO PROTECT OCCUPANTS OF BUILDING AND
OTHER WORKERS.
0 CLEAN LOOSE PARTICLES / DUST FROM
JOISTS USING COMPRESSED AIR
KEY PLAN
AREA OF WORK
DEMO —LEGEND
E XISTING - NOT PART OF SCOPE
EXISTING WALL TO REMAIN
PARTITION TO BE DEMOLISHED
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
ISSUES & REVISIONS
Issue
� # Issue Date Issue Description
1 T-9/9/2016 I Issue for Permit
SEAL/SIGNATURE
10237 -7C
FREGISTER7ED
ARCHITECT
SIDNEY . CARBORO
STATE 0 eSHINGTON
SHEET TITLE
DEMOLITION PLAN
r,
Raf. Naft
Scale: As indicated
SHEET NO:
DRAWN:
R' t
CR EVV I E W.
PROJECT NO.: .27.66 r 99.006 A0 i.0 I
@ 2016 Gensler
ro,
02.01
06 05 07 8 9 10 12 13 Y1211 14 15 16 1 18 19
------------------------- ----------------- ------------------ ----------------- ------------------------------------ -------- -------- ---------------
f T T I T I 1 7 1
125
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------------------------ -------------------------------- -------------- ----------- ---------------- -------------- -------------
I
5420 LBJ Freeway
Suite 1100
Dallas TX 75240
Tel: 214.273.1500
Fax: 214.273.1150J5
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
9A
SEAUSIGNATURE
10237 'F;R7EGISTERED
ARCHITE
,7
ARCHITEqT
T
S SIDNEY ARBOR01
I . 0
i S To
?STATE 0 ASHINGTON
SHEET TITLE
COMPOSITE PLAN
Ref. F40M
Scale: 3132"= T -O"
SHEET NO:
DRAWN:
REVIEW.
PROJECT NO.: 27.6699.006 AO moo
2016 Gensler -j
21 5LB. 2A:10B:C ABC FIRE EXTINGUISHER. 18 EXISTING DOOR TO BE CLOSED, LOCKED AND 16 EXISTING DOOR TO BE CLOSED, LOCKED AND
MOUNT AS NOTED: LARSEN 818 BRACKET OR SCREWED SHUT. PROVIDE BEAD OF SCREWED SHUT. PROVIDE BEAD OF
LARSEN RECESSED CABINET 2409-R2 ELASTOMERIC SEALANT BETWEEN DOOR AND ELASTOMERIC SEALANT BETWEEN DOOR AND
HORIZONTAL DUO CLEAR ACRYLIC DOOR FRAME. PAINT OUTSIDE TO MATCH BUILDING FRAME.
WHITE BAKED ENAMEL MOUNT BOTTOM EDGE EXTERIOR.
@ 27" A.F.F., TYPICAL. 17 EXISTING STOREFRONT. PROVIDE BLACK OUT
19 HANDRAILS TO EXTEND 12" BEYOND LAST WINDOW FILM (3M ULTRA SERIES 600 &
22 WIRE MESH CAGE BY OTHERS. SHOWN FOR RISER AT TOP OF STAIR AND ONE TREAD LLUMAR (6MIL) ON INSIDE FACE OF GLAZING
C 0 LY_
REFERENCE ONLY. WIDTH OR 12" AT BOTTOM OF STAIR. REF BEFORE ANY INTERIOR WALL
1/Al2.5O CONSTRUCTION. SEE FINISH SCHEDULE.
20 PROVIDE DEMOUNTABLE CHAIN @ 42" ABOVE
RAISED FLOOR ACROSS OPENING ATTACHED
TO METAL DOOR FRAME ON MECH ROOM
SIDE OF DOUBLE DOOR.
05
N
N
0`8 OEET N"TU3
b" mu
Z=
01 PROVIDE AND INSTALL GALVANIZED CHAIN
LINK FENCE 10'-0" HIGH. PROVIDE TENSION
WIRE ACROSS BOTTOM. GALVANIZED POSTS
TO BE SPACED 4'-0" O.C. MAXIMUM, PLACED IN
CONCRETE FOOTING 30" DEEP AND 12"
DIAMETER. PROVIDE TWO PAIR OF T -O" WIDE
X 8'-0" HIGH GATES AS SHOWN. ABOVE GATES
PROVIDE CROSS MEMBER AND CHAIN LINK
TRANSOM. GATES WILL HAVE THREE (3)
HINGES EACH AND ONE (1) LOCKABLE, 42"
HIGH EZ LATCH. REF 3/Al2.10 FOR SIM POST
FOOTING DETAIL.
02 TATE INC. RAMP ASSEMBLY SLOPE >112,
LENGTH OF RAMP >30'-O". PROVIDE ALUMINUM
HAND RAIL ON BOTH SIDES SUPPORTED BY
NON-COMBUSTIBLE WOOD BLOCKING WITHIIN
PARTITION TO ALLOW 250 LB. SHEAR LOAD
CAPABILITY. BOTH SIDES WALL MOUNTED.
03 TATE POSI-LOCK STAIR ASSEMBLY. PROVIDE
ALUMINUM HANDRAIL ON BOTH SIDES.
WHERE HANDRAIL IS WALL MOUNTED
PROVIDE SUPPORT BY NON-COMBUSTIBLE
WOOD BLOCKING WITHIN THE PARTITION TO
ALLOW 250 LB. SHEAR LOAD CAPABILITY.
04 CONFIRM ORIGIN POINT OF RAISED ACCESS
FLOOR WITH CONSTRUCTION MANAGER
PRIOR TO PARTITION CONSTRUCTION.
05 TATE INC. RAISED ACCESS FLOOR:
"CONCORDE 1250" WITH 4'BOLTED STRINGER
AND GRATEAIRE PERFS ELEVATION @ 30"
ABOVE CONCRETE DECK.
06 5LB. 5B:C HALOTRON 1 FIRE EXTINGUISHER.
MOUNT AS NOTED: LARSEN 818 BRACKET OR
LARSEN RECESSED CABINET 2409-R2
HORIZONTAL DUO CLEAR ACRYLIC DOOR
WHITE BAKED ENAMEL MOUNT BOTTOM EDGE
@ 27" A.F.F., TYPICAL.
07 REFER TO 8/Al2.50 FOR PARTITION BELOW
THRESHOLD.
08 CONCRETE HOUSEKEEPING PADS. REF:
1/Al2.10
09 REFER TO ENG. DRAWINGS FOR LOCATION
OF CRAC UNITS IN THE MECH. ROOMS. AT
EACH CRAC UNIT PROVIDE TWO (2) 56" LONG
.X 24" WIDE FRAMED SUPPLY AIR OPENINGS IN
THE PARTITION BELOW RAISED FLOOR FOR
EACH NEW & FUTURE CRAC UNIT. PROVIDE
TWO (2) 56" LONG AND 24" WIDE FRAMED
RETURN AIR OPENINGS IN THE PARTITION
ABOVE THE DATA CENTER SUSPENDED
CEILING @ EACH NEW & FUTURE CRAC UNITS.
PROVIDE ONE (1) 56" LONG X 24" WIDE
FRAMED SUPPLY AIR OPENING IN THE
PARTITION BELOW RAISED FLOOR FLOOR
INTO THE DATA HALL @ EACH MMR ROOM &
ONE (1) 56" LONG X 24" WIDE FRAMED
RETURN AIR OPENING IN THE PARTITION INTO
THE DATA HALL ABOVE THE DATA CENTER
CEILING @ EACH MMR ROOM. RETURN AIR
OPENINGS ABOVE DATA CENTER ARE TO BE
PROTECTED BY KEES INC. SECURITY GRATE
(OR SIMILAR) A STYLE FRAME 2-1/2" X 2-1/2"
ANGLE IRON FRAME W/ HOLES FOR
FASTENING TO PARTITION. 1/4" X 1/4"
DIAMETER COLD ROLLED BARS, 6" O.C. BOTH
WAYS, WELDED AT THE FRAME & CROSS
POINTS. THE DATA HALL IS THE SECURE SIDE.
REF DETAIL 31Al2.01.
10 RE: Al2.51 FOR SEISMIC DETAILS.
11 REFER TO DETAIL 51Al2.01 FOR INFILL OF
OVERHEAD DOORS.
12 EXISTING STAIRS, HANDRAILS, AND LANDING
TO REMAIN. CONFIRM EXISTING CONDITIONS
COMPLY WITH CODE REQUIREMENTS.
13 EXISTING BOLLARDS TO REMAIN.
14 CONTRACTOR TO PATCH, REPAIR, MODIFY
PARTITION AS REQUIRED TO MAINTAIN
1 -HOUR FIRE RATING.
15 EXISTING FENCE TO REMAIN.
Elam"ERAL NOTES
A RE: AOO DRAWING SERIES FOR SCHEDULES,
LEGENDS, SYMBOLS AND ABBREVIATIONS.
B RE: GOO SHEET SERIES FOR CODE ANALYSIS
RELATED TO PROJECT.
C RE: Al2.00 FOR PARTITION TYPES
D RE: AOO.20 FOR DOOR SCHEDULE. MULTIPLE
DOORS INTO A SINGLE ROOM HAVE AN
ALPHABETICAL DESIGNATION
E ALL EXISTING DOORS, FRAMES AND
HARDWARE TO REMAIN ARE DESIGNATED
WITH AN "E" SYMBOL, U.N.O. DOUBLE DOOR
INACTIVE LEAF IS DESIGNATED WITH AN "I"
.SYMBOL, U.N.O.
F ALL PARTITIONS AT THE WINDOW WALL ARE
CENTERED ON EITHER COLUMNS OR WINDOW
MULLIONS, UNO.
G COORDINATE AND PROVIDE
NON-COMBUSTIBLE BLOCKING FOR MILLWORK
AND ITEMS ATTACHED OR MOUNTED TO
PARTITIONS OR CEILINGS..
H PARTITIONS ARE DIMENSIONED, FROM FINISH
FACE TO FINISH FACE, UNO. MAINTAIN
DIMENSIONS MARKED "CLEAR". ALLOW FOR
THICKNESSES AND MOUNTING OF FINISHES.
J RE: Al2.51. SEISMIC DETAILS. RE: STRUCTURAL
FOR ADDITIONAL INFORMATION.
KEY PLAN
N
AREA OF WORK
LEG ND
®R
EXISTING - NOT PART OF SCOPE
EXISTING WALL TO REMAIN
NEW PARTITION
1 HR. RATED FIRE PARTITION
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
W -MORN MOMA-M,
5420 LBJ Freeway
Suite 1100
Dallas TX 75240
Tel: 214.273.1500
Fax: 214.273.15
or ISSUES & REVISIONS
Issue
# Issue Date Issue Description
- 9/9/2016 Issue for Permit
1 7/26/2017 Revision 1
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 27.6699.045 Au"Z01
@ 2016 Gensler,
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or ISSUES & REVISIONS
Issue
# Issue Date Issue Description
- 9/9/2016 Issue for Permit
1 7/26/2017 Revision 1
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 27.6699.045 Au"Z01
@ 2016 Gensler,
0
01 SUSPENDED LIGHT FIXTURES TO BE
POSITIONED @ 12'-0" A.F.F. PLUMB ALL STEM,
AIRCRAFT CABLE, AND APPURTENANCES
USED TO SUPPORT SUSPENDED LIGHT
FIXTURES.
02 CEILING GRID ALIGNS WITH FLOOR GRID
EXACTLY. REFER TO CONSTRUCTION
06 Co 7 8 9 10 11 1 13 14 ORIGIN POINT.
03 RE: Al2.51 FOR SEISMIC DETAILS. SEISMIC
NOTE: ALL PENDANT SUSPENDED LIGHT
FIXTURES TO BE GUYED OF PURSUANT TO
LOCAL CODE.
04 LOCATION OF SEISMIC SEPARATION JOINT
AS REQUIRED BY THE NORTHWEST WALL &
CEILING BUREAU.
05 PERFORATED CEILING TILES CI -02 LABELLED
P", TYP. CONFIRM QUANTITY AND
LOCATIONS OF PERFORATED TILES WITH
MEP PRIOR TO PLACING ORDER. RE: FINISH
SCHEDULE SHEET Al 2.10.
06 EXISTING CEILING AND LIGHT FIXTURES TO
REMAIN IN AREAS DESIGNATED "NOT IN
CONTRACT (NIC)", TYP.
10400 Rodgers Road Phone: 281-374-8644
Houston, Texas 77070 Fax: 28M74-8992
or ISSUES & REVISIONS
Issue
Issue Date Issue Description
- 9/9/2016 Issue for Permit
1 7/26/2017 Revision 1
SHEET TITLE
REFLECTED CEILING PLAN
Ref. Noft
Scale: As indicated
SHEET NO:
DRAWN:
REVIEW:
CDRAWN-.
�1�
E W.
PROJECT NO.: 27.6699.045 A04w0l
2016 Gensler
in
13 ON ALL FIRE RATED PARTITIONS, PROVIDE 10 PROVIDE NFPA PANEL SIGN FOR DIESEL
EFFECTIVELY & PERMANENTLY IDENTIFIED FUEL AT EACH STORAGE TANK AND AT
SIGN OR STENCILING (PAINTED W/ A INACTIVE LEAF LEADING INTO THE
CONTRASTING COLOR). LOCATE BELOW EQUIPMENT YARD. LOCATE SIGNAGE
RAISED ACCESS FLOOR & ABOVE CENTERED ON DOOR 60 INCHES ON CENTER
SUSPENDED CEILING OR GRID. IN AREAS A.F.F. REF: 3/A00.30.
W/OUT CEILING GRID, LOCATE SIGN OR 11 PROVIDE SIGN "NOT AN EXIT" ON BACK OF
STENCILING AT 14'-0" A.F.F. REPEAT SIGN OR ACTIVE LEAF.
STENCILING AT INTERVALS NOT TO EXCEED 12 COLUMNS TO BE PAINTED PT03
30'-0" HORIZONTALLY. SIGN OR STENCILED
LETTERING TO BE 5" IN HEIGHT & READ: "X
HOUR FIRE RATED PARTITION - PROTECT ALL
OPENINGS" (X=FIRE RATING DESIGNATION).
REF 2/A00.30
SHEET NOTES
01 STAINLESS STEEL CORNER GUARDS: 8--0"
LONG W/ 3 1/2" LEG, SCREW ON. TO FASTEN
APPLY CEMENT PRIOR TO FASTENING TO
CORNER. MOUNT 6" A.F.F.
02 SEAL ALL CONCRETE BELOW RAISED
ACCESS FLOOR (CO01) REFER TO FINISH
SCHEDULE AOO.20
03 ALL EXPOSED WALL AND STRUCTURE ABOVE
12'-0" A.F.F. TO BE PAINTED PT05
PAINTED (PT03) ALIGN WITH SERVER ROWS
ON FLOOR GRID. CORD WITH MEP. SEE
ELEVATION 01/Al 1.00.
05 PROVIDE PERMANENT SIGNAGE WITH THE
WORDS "FUEL SHUT OFF VALVE" INDICATING
THE LOCATION OF THE SHUT OFF VALVES
FOR EACH DIESELGENERATOR FUEL TANK.
06 PROVIDE SIGN WITH THE WORDS "CAUTION -
STANDBY GENERATOR AUTOMATICALLY
STARTS DURING POWER OUTAGE" TO BE
LOCATED AT THE MSB AND/OR ATS FOR
EACH DIESEL GENERATOR.
07 PROVIDE PERMANENT SIGN ON THE DOOR
(OUTSWING SIDE) OF THE PRE -ACTION
ROOM WITH THE WORDS "CAUTION - DIESEL
GENERATORS LOCATED IN THE EQUIPMENT
YARD BEHIND BUILDING 6. VALVE
REGULATED ACID BATTERIES LOCATED IN
ELECTRICAL ROOM #121
08 PROVIDE PERMANENT SIGNAGE ON THE
WALL WITH THE BASE BUILDING SPRINKLER
RISER ROOM WITH THE WORDS "CAUTION -
DIESEL GENERATOR LOCATED IN THE YARD.
BEHIND BUILDING 6. VALVE REGULATED ACID
BATTERIES LOCATED IN ELECTRICAL ROOM
#121"
09� PROVIDE PERMANENT SIGNAGE WITH THE
WORDS "GENERATOR SHUT OFF SWITCH"
INDICATING THE LOCATION OF THE SHUT
OFF SWITCH OR BREAKER FOR EACH DIESEL
GENERATOR.
GENERAL NOTES
A. RE: AOO DRAWING SERIES FOR SCHEDULES,
LEGENDS, SYMBOLS AND ABBREVIATIONS.
B. ENSURE SURFACES TO RECEIVE FINISHES
ARE CLEAN, TRUE, AND FREE OF
IRREGULARITIES. DO NOT PROCEED WITH
WORK UNTIL UNSATISFACTORY CONDITIONS
HAVE BEEN CORRECTED.
C. REPAIR EXISTING SURFACES TO REMAIN AS
REQUIRED FOR APPLICATION OF NEW
FINISHES.
D. PROVIDE STRAIGHT, FLUSH RESILIENT BASE
AT CARPETED AREAS, AND COVED, TOP SET
RESILIENT BASE AT RESILIENT FLOORING,
UNO.
E. PROVIDE LEVEL 4 GYP. BOARD FINISH ON ALL
PARTITIONS, UNO.
F. PROVIDE MINIMUM 3 -COAT PAINT SYSTEMS
FOR EACH SUBSTRATE, UNO.
G. NOT USED
H. PAINT ALL OPEN PLEMUM SPACE, INCLUDING
DUCTWORK, CONDUIT AND OTHER
EQUIPMENT "PT05", UNO.
J. RE: DOOR SCHEDULE FOR COLOR OF DOORS
AND FRAMES.
K. RE: ELEVATIONS FOR MILLWORK FINISHES.
L. RE: Al 2.10 FOR FLOORING TRANSITION
DETAILS. COORDINATE TRANSITIONS WITH
ARCHITECT.
M. REPLACE BROKEN AND. DAMAGED BLINDS
THROUGHOUT AS REQUIRED.
N. REFER TO SHEET Al 2.10 FOR FINISH
SCHEDULE.,
ROOM SIGNS
RM NO.
TEXT
SIGN DIM.
SIGN SPEC
120
DATA HALL 2
6"X4"
CUSTOM SIGN
121
UPS ROOM
611X4"
CUSTOM SIGN
122
MECH-5
6"X4"
CUSTOM SIGN
123
MECH-6
6-X4"
CUSTOM SIGN
124
MECH-7
6"X4"
CUSTOM SIGN
127
PRE -ACTION
6"X4"
CUSTOM SIGN
130
IT -2
6"X4"
CUSTOM SIGN
-,--/ -- --_11 -1_1� Re --\-/ ----/
BYADACENTRALIN COLOR:
BLUE, TEXT COLOR: HIGH CONTRAST WHITE, BRAILLE #2
*NOTE: 2 SIGNS REQUIRED FOR ROOMS 120,123 & 124.
3 SIGNS REQUIRED FOR ROOM 121.
8KvEY OPLAN
kREA OF WORK
FINISH LEGEND. -
EXISTING - NOT PART OF SCOPE
EXISTING WALL TO REMAIN
NEW PARTITION
1 HR. RATED PARTITION
WALL FINISH
BASE FINISH
XX99
FLOOR FINISH
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
0
OW
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
- 9/9/2016 Issue for Permit
1 7/26/2017 Revision 1.
SHEET TITLE
FINISH PLAN
Ref. Norffi
Scale: As indicated
SHEET NO:
DRAWN:
RE\/IEW.
PROJECT NO.: 27.6699.045
Au"h5m0l
@ 2016 Gensler
or -Is
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
- 9/9/2016 Issue for Permit
1 7/26/2017 Revision I
.� I SHEET TITLE
ELEVATIONS
Scale: 3/16" = V-0"
SHEET NO:
FDRAWN:
�A A
REVIEW.
PROJECT NO.: 27.6699.045 Al i moo
@ 2016 Gensler
PARTITION
TYPE
MARK
FRAMING
DETAILS
ATTEN
THK
FIRE
RTG
TESTED
ASSEMBLY
STC:
RTG
SHEET
NOTES
PARTITION
TYPE
MARK
FRAMING
DETAILS
ATTEN
THK
FIRE
RTG
TESTED
ASSEMBLY
STC
RTG
SHEET
NOTES
THK(IN)
DEPTH
SPACING
TOP
BOT
THK
(IN)
DEPTH
SPACIN
G
TOP
BOT
D313
0.0321
3 5/8"
2411
D-TO1
D-1301
3"
A6A
0.0312
6"
1611
A -T02
A-1302 -
6"
1
U419
A613
0.0312
6"
16"
A -T01
A-1301
6'1
Sim
EXTEND PLYWOOD TO DECK
4
ABOVE HEAD OF WINDOW.
REMAINDER OF ASSEMBLY
12.00
CONTINUES TO DECK.
1"AIRGAP
3/4" ABC EXTERIOR PLYWOOD,
PAINTED DARK GREY IN AIR GAP.
CONTINUOUS VAPOR BARRIER
ON 2" RIGID INSULATION
5/8" GYP. BD ON 2 1/2' METAL
f
STUD 16" O.C. MAX
CLEAN WINDOWS AND APPLY
BLACKOUT FILM 3M ULTRA SERIES 600
& LLUMAR (6 MIL) ON INSIDE FACE OF
GLAZING. CLOSE BLINDS PRIOR TO
WALL CONSTRUCTION.
EXISTING STOREFRONT
SYSTEM TO REMAIN
PLYWOOD ASSEMBLY @
EXISTING STOREFRONT
SCALE: 11/2" V-0"
CL
EXISTING BUILDING MULLION
& GLAZING SYSTEM
11T X 2-11T NEOPRENE
SEALANT JOINT
COMPRESS TO 1/4"
FRY REGLET MOLDING
PAINT END TO
METAL END CLOSER
MATCH WALL
SEAL VERTICAL GYP. BD.
TO ALUM. SILL EXTENSION
LINE OF
EXIST. STRUCTURE
EXISTING SILL
BELOW
PARTITION AS
SCHEDULED
Sim
4
12.00
DEMO EXIST. ROLL -UP
f
DOOR AND HARDWARE
...........................
EXIST. STRUCTURE
.000,
'n
EXIST. TILT -UP
CONCRETE WALL
REF STRUCTURAL FOR ALL CMU
ATTACHMENT INFORMATION TO
EXISTING STRUCTURE
CONTINUOUS 3/4" FRY REGLET
REVEAL AROUND PERIMETER OF
OPENING, DEPTH AS REQUIRED.
CMU BLOCK. REF STRUCTURAL.
v
FLUID APPLIED VAPOR
Ll J
CMU.
EXIST. TILT -UP CONCRETE PANEL
Y,
TUCCO SOFFIT OVER GYP.
ING AND METAL FRAMING
'ILASTER BEYOND
VINDOW IN
JM FRAME
'ERIOR PARTITION
--DULED
W
Co U-
W z
W
FLOAT BLOCK WALL WITH PORTLAND
CEMENT AND SMOOTH SO THAT
MORTAR JOINTS ARE NOT VISIBLE
FROM ANY REASONABLE ANGLE,
PAINTED PLASTER FINISH TO MATCH
EXIST. TILT -UP CONCRETE PANELS.
PAINT AND TEXTURE MUST BE
APPROVED BY LANDLORD PRIOR TO
APPLICATION
CONTINUOUS 3/4" FRY REGLET
REVEAL AROUND PERIMETER OF
OPENING, DEPTH AS REQUIRED.
EXIST. CONCRETE SLAB
PARTITION TO MULLION PLAN DETAIL
SCALE: 3"= T-0"
REF: MEP FOR LOCATION OF CRAC
UNITS & SHEET NOTE 091A02.01 FOR
OPENINGS ABOVE & BELOW CEILING
0
z
LU
0-
10
MECH
OPENING AT CRAC UNIT
SCALE: 1 1/2"= T-0"
V)
19
COMPOSITE WALL
CONTINUES TO ROOF
DECK
5/8" GYP. BD.
FRAME AROUND
STRUCTURE
16 GUAGE METAL
STUD AT OPENING
TOP & BOTTOM
1/4" CARRIAGE BOLT
TOP & BOTTOM
2 1/2" X 2 1/2"
METAL ANGLE TOP
& BOTTOM
J MOLD ON ALL
SIDES
1/4" SECURITY
GRILLE
DATA HALL
14'- 6"AFF
ACOUS. CLG AS
SCHEDUI ED
NANT
ZIGID INSULATION W/ R19 RATING
NTINUOUS VAPOR BARRIER
rT INSULAITON
'TYPE X GYP. BD
AETAL STUD
5420 LBJ Freeway
Suite 1100
Ir Dallas TX 75240
Tel: 214.273.1500
Fax: 214.273.1505
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
1 1 1 9/9/2016 1 Issue for Permit
SEAL/SIGNATURE
10237 REGISTERED
ARCHI ECT
SIDNEY . CARBORO
STATE WASHINGTON
SHEET TITLE
PROJECT SPECIFIC
Scale: As indicated
SHEET NO:
DRAWN:
REVIEW.
PROJECT NO.: 27.6699.006 A 12 01A
L@ 2016 Gensler
5420 LBJ Freeway
Suite 1100
Dallas TX 75240
Tel: 214.273.1500
Fax: 214.273.1505
I ISSUES & REVISIONS
Issue
# Issue Date Issue Description
- 9/9/2016 Issue for Permit
1 7/26/2017 * Revision 1
SHEET TITLE
DETAILS
Scale: As indicated
DRAWN:
REVIEW:
PROJECT NO.: 27.6699.045 A1Z.10
2016 Gensler
Cf)
LU
RATED THRESHOLD
NON COMBUSTIBLE WOOD
BLOCKING
SOUND ATTENUATION BLANKET
SCHEDULED RAISED ACCESS
FLOOR SYSTEM, REFER TO PLANS
SCHEDULED RATED PARTITION
PLACE STUDS 12"O.C. UNDER
THRESHOLD
1 1
CL
ALUMINUM HAND RAIL
RAIL RETURNS TO WALL
AFTER 12" EXTENSION
STEEL PEDES -
STEP PEDESTj
DIAGONAL BPj
ATTACHED TO
PEDESTAL HEj
C)
- I
Ce)
COVE WALL BASE
SCORE TILE TO WALL, CUT
FLOOR TILE TIGHT TO WALL
WITH SLIGHT BEVEL CUT.
FLOOR PANEL
PARTITION AS SCHEDULED
PEDESTOOL
CONCRETE FLOOR SLAB
------------
EDGE OF ACCESS
FLOOR PANEL
SWIVEL HEAD
PERIMETER PEDESTAL
TOP OF RAMP
TRIM SCREW #8 X 3/4" Fh
SWIVEL HEAD TRIM ANGLE
1/8" RIVET OR #8 FHMS
FASCIA PLATE
1/8" RIVET OR #8 FHMS
FASCIA BO-fTOM.ANGLE
SIDE OF RAMP (EXPOSED EDGE CONDITION
5420 LBJ Freeway
Suite 1100
Dallas TX 75240
Tel: 214.273.1500,
Fax: 214.273.1505
i�j
CN
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LU
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ISSUES & REVISIONS
Issue
# Issue Date Issue Description
11 1 1 9/9/2016 1 Issue for Permit I
SEAUSIGNATURE
RED
T
10237
REGISTERED
FARCHITE T
III S I 4D= Y AAR IB3TORO I
OF VqASHINGTON
SHEET TITLE
RAISED FLOOR DETAILS
Scale: As indicated
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 27.6699.006 Aizw50
III, @ 2016 Gensler
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ISSUES & REVISIONS
Issue
# Issue Date Issue Description
11 1 1 9/9/2016 1 Issue for Permit I
SEAUSIGNATURE
RED
T
10237
REGISTERED
FARCHITE T
III S I 4D= Y AAR IB3TORO I
OF VqASHINGTON
SHEET TITLE
RAISED FLOOR DETAILS
Scale: As indicated
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 27.6699.006 Aizw50
III, @ 2016 Gensler
CLG MAIN
RUNNER
3/8" MIN. CLR.
SPLAY
IGER
I I L -Lf-% V I Ld %a I I
MAIN RUNNER
ATTACH FIXTURE
HEAVY DUTY HOUSING TO CEILING
CROSS TEES SYSTEM WITH
SEISMIC CLIPS & SELF
,ry r.,j J_ry
HEAVY DUTY TAPPING METAL SCREWS
MAIN RUNNER ONE AT EACH CORNER
NOTES:
ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING
SYSTEM, PER IBC SECTION 1613.1 AND ASTM C635 AND C636 PROVIDE 12 GA. SLACK
WIRES ATTACHED TO THE LIGHT FIXTURE HOUSING IN ACCORDANCE WITH REFERENCED
REQUIREMENTS BASED ON THE WEIGHT OF THE LIGHT FIXTURE.. VERIFY FIXTURE WEIGHTS
PRIOR TO INSTALLATION.
NOTE: ATTACHMENT OF CEILING REGISTERS TO COMPLY WITH IBC REQUIREMENTS.
LIGHT FIXTURE INSTALLATION
SCALE: 3" = T -O"
BOTTOM OF 12 G.A. DIAGONAL CLG SPLAY WIRE(4)
STRUCTURE ABOVE 12 G.A. VERTICAL CLG HANGER
CROSS OR MAIN
RUNNER
TYPICAL CLG
MAIN HANGER
C> CONNECTION DEVICE
E
1 loo L
00 LB CAPACITY
F -O" 121-011 CLG MIN. SECURE TO
COMPRESSION STRUCTURE ABOVE
SECTION STRUT SEE COMPRESSION
SCHEDULED 411 STRUT DETAILS
CEILING SYSTEM
ACOUSTICAL
REFER TO CEILING
END WALL DETAIL PANEL CEILING
HEAVY DUTY
SUSPENSION SYSTEM
NOTES:
NOTES:
1. TIE ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNER. 1. AREA OF CEILING SUPPORTED NOT TO EXCEED 144 SQ. Fr.
2. INSTALL CEILING GRID USING NO. 12 GA. SPLAY WIRE HANGERS 2. DIAGONAL SPLAY WIRE MAXIMUM BRACE SPACING NOT TO EXCEED 12'-0" BOTH DIRECTIONS. R;=CE1V=D
3. VERTICAL HANGER MAXIMUM SPACING NOT TO EXCEED 4'-O"O.C. BOTH DIRECTIONS. CITY OF TUM ALA
AT 45 DEGREE WITH RUNNER, 90 DEGREES TO EACH OTHER (4 WIRES) 4. FIRST BRACING POINT WITHIN 6'-0" OF EACH WALL.
BEGINNING 6-13" FROM STARTING POINT OF GRID AND TILE LAYOUT AND 5. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2" DISTANCE FROM CROSS RUNNER. SEP 15 2016
IN BOTH DIRECTIONS AT 12'-0" THEREAFTER.
PERMIT CENTER
SEISMIC BRACING DETAIL SEISMIC BRACING AT CEILING
SCALE: 3" = V-0" SCALE: 3"= V-0"
. NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE . -
FdA1-
I
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
1 9/9/2016 1 Issue for Permit
SEAUSIGNATURE
10237 7=--�
REG!ST-ERED
RE 'S
H
C
ARCH" TIE T
Y L
SIDNEY L. RBORO
0
STATE OF ASHINGTON
SHEET TITLE
SEISMIC DETAILS
Scale: 3"= V-13"
r- - SHEET NO:
DRAWN:
REVIEW: VAN 0
PROJECT NO.: 27.6699.006 A 1 &o5l
@ 2016 Gensler
STRUCTURE ABOVE
CONNECTION DEVICE
(100LB CAPACITY
MINIMUM) PINNED TO
CEILING STRUCTURE
TYPICAL 12 GA.
& BOLTED TO
VERTICAL CLG. HANGER
COMPRESSION
STRUT
12 GA. BRACE WIRES
VERTICAL
AT 45 IN FOUR
COMPRESSION STRUT
DIRECTIONS - WIRES
MADE FROM.055
TIED TO GRID
STEEL TUBING
2" MAX.
2"MAX.
SELF TAPPING
DRIVE SCREW
811 X 1/211 0
0
SPRING CLIP
CLG CROS S TEE
.035 SPRING STEEL
ILI,
GENERAL NOTES
CLG MAIN RUNNER
CLIP ON END OF
VERTICAL BRACE
FOR SNAPPING
SECTION CLG MAIN RUNNER
& LOCKING ON
MAIN RUNNER
COMPRESSION STRUT DETAIL
SCALE: 3"= V-0"
TYPICAL 12 GA
CONNECTION DEVICE (100LB
VERTICAL HANGER WIR�
CAPACITY MIN) - PINNED TO
ANCHORED TO BUILDING
CEILING STRUCTURE AND BOLTED
STRUCTURE ABOVE AND
TO VERTICAL COMPRESSION STRUT
SPRING CLIPPED TO
COMPRESSION STRUT
CLG COMPRESSION STRUT
SEE SEISMIC
BRACING DETAIL FOR
SPACING
TWO 12 G.A.
REQUIREMENTS (NO
CLG SPLAY HANGER
SPLICING)
AT 450
PARALLEL
TWO 12 G.A.
TO CROSS TEES
CLG SPLAY HANGER
AT 450
PARALLEL TO
MAIN TEES
LG LOCKING
CROSSTEE
AT 4'-0" O.C.
TYPICAL
CLG HANGER
AT 4'-0" O.C.
CLG
INTERSECTION
MAIN RUNNER
STRENGTH LIMITS
AT 4'-0" O.C.
180 LB MIN.
COMPRESSION STRUT DETAIL
SCALE: 3" = 1'0"
SLACK WIRE -
AS REQUIRED BY
TYPICAL 12 GA.
EG ND
WEIGHT OF FIXTURE
CLG. HANGER
LAY -IN LIGHT
FIXTURE VI*A
CLG MAIN
RUNNER
3/8" MIN. CLR.
SPLAY
IGER
I I L -Lf-% V I Ld %a I I
MAIN RUNNER
ATTACH FIXTURE
HEAVY DUTY HOUSING TO CEILING
CROSS TEES SYSTEM WITH
SEISMIC CLIPS & SELF
,ry r.,j J_ry
HEAVY DUTY TAPPING METAL SCREWS
MAIN RUNNER ONE AT EACH CORNER
NOTES:
ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING
SYSTEM, PER IBC SECTION 1613.1 AND ASTM C635 AND C636 PROVIDE 12 GA. SLACK
WIRES ATTACHED TO THE LIGHT FIXTURE HOUSING IN ACCORDANCE WITH REFERENCED
REQUIREMENTS BASED ON THE WEIGHT OF THE LIGHT FIXTURE.. VERIFY FIXTURE WEIGHTS
PRIOR TO INSTALLATION.
NOTE: ATTACHMENT OF CEILING REGISTERS TO COMPLY WITH IBC REQUIREMENTS.
LIGHT FIXTURE INSTALLATION
SCALE: 3" = T -O"
BOTTOM OF 12 G.A. DIAGONAL CLG SPLAY WIRE(4)
STRUCTURE ABOVE 12 G.A. VERTICAL CLG HANGER
CROSS OR MAIN
RUNNER
TYPICAL CLG
MAIN HANGER
C> CONNECTION DEVICE
E
1 loo L
00 LB CAPACITY
F -O" 121-011 CLG MIN. SECURE TO
COMPRESSION STRUCTURE ABOVE
SECTION STRUT SEE COMPRESSION
SCHEDULED 411 STRUT DETAILS
CEILING SYSTEM
ACOUSTICAL
REFER TO CEILING
END WALL DETAIL PANEL CEILING
HEAVY DUTY
SUSPENSION SYSTEM
NOTES:
NOTES:
1. TIE ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNER. 1. AREA OF CEILING SUPPORTED NOT TO EXCEED 144 SQ. Fr.
2. INSTALL CEILING GRID USING NO. 12 GA. SPLAY WIRE HANGERS 2. DIAGONAL SPLAY WIRE MAXIMUM BRACE SPACING NOT TO EXCEED 12'-0" BOTH DIRECTIONS. R;=CE1V=D
3. VERTICAL HANGER MAXIMUM SPACING NOT TO EXCEED 4'-O"O.C. BOTH DIRECTIONS. CITY OF TUM ALA
AT 45 DEGREE WITH RUNNER, 90 DEGREES TO EACH OTHER (4 WIRES) 4. FIRST BRACING POINT WITHIN 6'-0" OF EACH WALL.
BEGINNING 6-13" FROM STARTING POINT OF GRID AND TILE LAYOUT AND 5. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2" DISTANCE FROM CROSS RUNNER. SEP 15 2016
IN BOTH DIRECTIONS AT 12'-0" THEREAFTER.
PERMIT CENTER
SEISMIC BRACING DETAIL SEISMIC BRACING AT CEILING
SCALE: 3" = V-0" SCALE: 3"= V-0"
. NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE . -
FdA1-
I
ISSUES & REVISIONS
Issue
# Issue Date Issue Description
1 9/9/2016 1 Issue for Permit
SEAUSIGNATURE
10237 7=--�
REG!ST-ERED
RE 'S
H
C
ARCH" TIE T
Y L
SIDNEY L. RBORO
0
STATE OF ASHINGTON
SHEET TITLE
SEISMIC DETAILS
Scale: 3"= V-13"
r- - SHEET NO:
DRAWN:
REVIEW: VAN 0
PROJECT NO.: 27.6699.006 A 1 &o5l
@ 2016 Gensler
00
C)
nll n12 n13 14
n8 ng no n
n15
FENCE BY
I ILI MALL
LEGEND:
INDICATES NEW CONDENSER UNIT
Ivi INDICATES FUTURE CONDENSER UNIT
lAl
v- 3
EXISTING CONCRETE
PAD TO REMAIN
WITH'LUS26'FACE MOUNT HANGERS.
NAIL EXISTING SHEATHING TO NEW
FRAMING MEMBERS WITH 10d AT 6" O.C.
t-,Kut-lu%",)Lut-tK/-XIVIIINU/t:uult-livit:IN I /Ayuu I t-1 /-\1'4 , 7 A 10 AREA OF WORK
GENERAL NOTES:
1.) CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER
IF EXISTING CONDITIONS ARE OTHER THAN SHOWN.
2.) REMOVE EXISTING SKYLIGHTS S NECESSARY. INFILL HOLES WITH
2 X 6 SUB -PURLINS AND SIMPSON 'LUS26' FACE MOUNT HANGERS.
SHEATH WITH 1/2" APA RATED SHEATHING AND NAIL WITH 1 Od
AT ALL PANEL EDGES AND 12" O.C. IN FIELD.
3.) EXISTING FRAMING DETERMINED FROM EXISTING "AS -BUILT' DRAWINGS
FROM 1990.
4.) CONTRACTOR TO VERIFY UNIT LAYOUT. NOTIFY ENGINEER OF ANY CHANGES.
5.) SEE DETAIL 10/S2.0 FOR CABLE TRAY SUPPORT STANCHION. SEEARCH.DWG.
FOR LOAD AND EXTENT.
1/8" V-0.1
5
S2.0
r
2"6
PIECTION
p'T
ME ISION No,L
6
�B KEY PLAN
�s 1 - oj OOKEYPLAN.dwg 11, 50'-0"
ID4W Rodgem ftad Fti� 281-374-M"
HOUSTION, TEXAS 77070 For- 28"74-8992
SHEET TITLE
HVAC SUPPORT
FRAMING PLAN
ol SHEET NO.
DRAWN: KAN
REVIEWED: JCS
PROJECT NO.: 20160480 si,o
qROP rAR 0 SCLOSURE OR USE WITHOUT THE
NWITT OF R COMPUTER ENVIRONMENTS, INC.
220'-6"
24'-6"
24'-6" 24'-6"
24'-6"
24'-6" 24'-6"
24'-6" 24'-6"
24'-6"
FENCE BY
I ILI MALL
LEGEND:
INDICATES NEW CONDENSER UNIT
Ivi INDICATES FUTURE CONDENSER UNIT
lAl
v- 3
EXISTING CONCRETE
PAD TO REMAIN
WITH'LUS26'FACE MOUNT HANGERS.
NAIL EXISTING SHEATHING TO NEW
FRAMING MEMBERS WITH 10d AT 6" O.C.
t-,Kut-lu%",)Lut-tK/-XIVIIINU/t:uult-livit:IN I /Ayuu I t-1 /-\1'4 , 7 A 10 AREA OF WORK
GENERAL NOTES:
1.) CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER
IF EXISTING CONDITIONS ARE OTHER THAN SHOWN.
2.) REMOVE EXISTING SKYLIGHTS S NECESSARY. INFILL HOLES WITH
2 X 6 SUB -PURLINS AND SIMPSON 'LUS26' FACE MOUNT HANGERS.
SHEATH WITH 1/2" APA RATED SHEATHING AND NAIL WITH 1 Od
AT ALL PANEL EDGES AND 12" O.C. IN FIELD.
3.) EXISTING FRAMING DETERMINED FROM EXISTING "AS -BUILT' DRAWINGS
FROM 1990.
4.) CONTRACTOR TO VERIFY UNIT LAYOUT. NOTIFY ENGINEER OF ANY CHANGES.
5.) SEE DETAIL 10/S2.0 FOR CABLE TRAY SUPPORT STANCHION. SEEARCH.DWG.
FOR LOAD AND EXTENT.
1/8" V-0.1
5
S2.0
r
2"6
PIECTION
p'T
ME ISION No,L
6
�B KEY PLAN
�s 1 - oj OOKEYPLAN.dwg 11, 50'-0"
ID4W Rodgem ftad Fti� 281-374-M"
HOUSTION, TEXAS 77070 For- 28"74-8992
SHEET TITLE
HVAC SUPPORT
FRAMING PLAN
ol SHEET NO.
DRAWN: KAN
REVIEWED: JCS
PROJECT NO.: 20160480 si,o
qROP rAR 0 SCLOSURE OR USE WITHOUT THE
NWITT OF R COMPUTER ENVIRONMENTS, INC.
STRUCTURAL NOTES
HVAC SUPPORT
FRAMING SEA20091Y - VLMK JOB #20160480
DIVISION 1 - GENERAL
A. GENERAL
POST -INSTALLED ADHESIVE ANCHORS, RODS AND DOWELS IN
CONCRETE, PLACED DOWNWARDLY INCLINED
A.I.
THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE
TESTING LAB
GENERAL NOTES TO THE EXTENT SHOWN.
A.2.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD.
TESTING LAB
COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL,
VERIFY USE OF ENGINEER APPROVED SUBMITTAL SHOWING
COMPLIANCE OF (fm) PRIOR TO CONSTRUCTION
MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY VLMK ENGINEERING + DESIGN (VLMK) OF ANY
P
DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED.
A.3.
CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF
C
VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES
PREPARATIONS OF SITE -PREPARED MORTAR AND
MORTAR JOINT CONSTRUCTION
RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, METHODS, TECHNIQUES,
P
SEQUENCES, OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. UNLESS WE ARE
PLACEMENT OF MASONRY UNITS AND STRUCTURAL ELEMENTS
SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE, OUR WORK IS LIMITED TO THE DESIGN
P
OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT.
A.4.
WHERE REFERENCE IS MADE TO ASTIM, AISC, ACI OR OTHER STANDARDS, THE LATEST ISSUE SHALL
P
APPLY.
A.5.
INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK.
A.G.
ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS
INSTALLATION AND GROUT PLACEMENT FOR CAST
ANCHOR BOLTS AND EMBEDMENT PLATES
AMENDED BY THE STATE OF OREGON (2014 OREGON STRUCTURAL SPECIALTY CODE) OR WASHINGTON
C
(INTERNATIONAL BUILDING CODE, 2012 EDITION, EFFECTIVE JULY 1, 2013) AND ALL OTHER STATE AND
POST -INSTALLED ADHESIVE ANCHORS, RODS AND DOWELS
IN MASONRY
LOCAL BUILDING REQUIREMENTS THAT APPLY.
A.7.
DESIGN CRITERIA:
POST -INSTALLED EXPANSIONfWEDGE ANCHORS IN MASONRY
A.7.a. ROOF SNOW LOAD (PER IBC 1603.1.3)
P
FLAT -ROOF SNOW LOAD (P� 25 PSF
POST -INSTALLED SCREWANCHORS IN MASONRY
SNOW EXPOSURE FACTOR (Ce) 1.0
P
SNOW LOAD IMPORTANCE FACTOR i US 1.0
ACCESS FLOORS:
THERMALFACTOR (Ct) 1.0
A.7.b. WIND LOAD (PER IBC 1603.1.4)
TESTING LAB
ULTIMATE DESIGN WIND SPEED I�LUL 120 MPH
NOMINAL DESIGN WIND SPEED iy2§91 93 MPH
RISK CATEGORY 11
WIND EXPOSURE B
INTERNAL PRESSURE COEFFICIENT ig—co ±0.18
A.7.c. EARTHQUAKE DESIGN DATA (PER IBC 1603.1.5)
SEISMIC IMPORTANCE FACTOR (le) 1.0
RISK CATEGORY 11
MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss = 1.516 S1 = 0.569
SITE CLASS D
DESIGN SPECTRAL RESPONSE COEFFICIENTS Sds = 1.011 Sdl = 0.569
SEISMIC DESIGN CATEGORY D
A.8.
MECHANICAL EQUIPMENT, MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN DIAMETER
OR ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50 POUNDS SHALL BE HUNG
BY A SYSTEM APPROVED BY VLMK. ANY HANGER OR SUPPORT PRODUCING A LOAD OVER 200 POUNDS
SHALL HAVE ADDITIONAL FRAMING INSTALLED TO TRANSFER THESE LOADS TO THE MAIN STRUCTURAL
BEAMS OR WALL UNLESS OTHERWISE APPROVED.
A.9.
WHERE REQUIRED, SEISMIC BRACING FOR MECHANICAL AND ELECTRICAL EQUIPMENT, SPRINKLER
PIPING OR OTHER NON-STRUCTURAL COMPONENTS SHALL BE PROVIDED BY THE CONTRACTOR IN
ACCORDANCE WITH CHAPTER 13 OF ASCE 7-10. STRUCTURAL CALCULATIONS AND DETAILS STAMPED BY
A LICENSED ENGINEER SHALL BE SUBMITTED TO VLMK FOR REVIEW.
A.10.
THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE SEA20091Y
PROJECT LOCATED IN TUKWILA, WASHINGTON. POSSESSION OF THESE DRAWINGS DOES NOT GRANT A
LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE, OR PARTS OF THIS PROJECT IN OTHER LOCATIONS.
A.11.
BIDDER DESIGNED ITEMS (DEFERRED SUBMITTALS) SHALL BE DESIGNED BY, AND BEAR THE STAMP OF
AN ENGINEER (PRODUCT ENGINEER) REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. SEE
DEFERRED SUBMITTAL TABLE FOR ADDITIONAL REQUIREMENTS AND ITEMS CLASSIFIED AS DEFERRED
SUBMITTALS.
DIVISION 2 - SITE WORK
A. NOT USED.
DIVISION 3 - CONCRETE AND REINFORCING
A. CONCRETE MIX/MATERIAL
A.1.
STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER
TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD DEVIATION AS
SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL CONCRETE TO BE USED.
CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE.
A.2.
MINIMUM MIX REQUIREMENTS:
LOCATION MIN. COMP. SLUMP MIN. CEMENT ADMIXTURES
STRENGTH (a) CONTENT
MISCELLANEOUS 3,000 PSI 0..-5.1 470 LB i2l
(a) - SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT
EXCEPT BY WRITTEN APPROVAL FROM ENGINEER.
(b) - WRA = WATER REDUCING AGENT.
(c) - AE = AIR ENTRAINMENT.
(d) - UP TO 1 1/2 PERCENT CALCIUM CHLORIDE ALLOWED DURING COLD WEATHER.
(e) - POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW40 DEGREES FAHRENHEIT.
A.3.
USE TYPE I CEMENT, PER ASTM C-150 UNLESS OTHERWISE APPROVED.
A.4.
AGGREGATES PER ASTM C33. USE 3/4 INCH MINUS UNLESS OTHERWISE NOTED OR APPROVED.
A.5.
WATER REDUCING AGENT (WRA) SHALL BE POLYHEED R-1 OR DURACEM 55 (MINIMUM 6 OZ. PER 100
POUNDS CEMENT). COMPLY WITH ASTM C-494.
A.6.
AIR ENTRAINMENT (AE) SHALL COMPLY WITH ASTM C-260 AND SHALL BE USED ONLY WHERE SPECIFIED
AND/OR APPROVED BY ENGINEER.
A.7.
ACCELERATORS: POZZUTEC 20 NON -CHLORIDE FOR COMPONENTS EXPOSED TO WEATHER IN THE
COMPLETED STRUCTURE (WALLS, EXTERIOR PAVING, ETC.), CALCIUM CHLORIDE IN THE INTERIOR SLABS
ON GRADE. QUANTITY (DOSAGE) TO BE DETERMINED BY CONTRACTOR AND APPROVAL OBTAINED FROM
ENGINEER BEFORE USE OF ACCELERATORS.
A.8.
PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS.
A.9.
SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE
UNLESS EFFECTIVELY COATED.
B. REINFORCING
B.I.
ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED.
B.2.
USE ONLY A706 WELDABLE REBAR IF REBAR IS TO BE WELDED. USE ONLY LOW HYDROGEN
ELECTRODES. ALL WELDING TO BE IN COMPLIANCE WITH AWS D1.4.
B.3.
FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD PRACTICE
FOR DETAILING REINFORCED CONCRETE STRUCTURES - ACI STANDARD 315.
B.4.
EXTEND REINFORCING TO WITHIN 1 INCH OF WALL AND SLAB EDGES.
DIVISION 4 - MASONRY
A. CONCRETE MASONRY
A.1.
DESIGN f m = 1500 PSI AT 28 DAYS.
A.2.
ALL CONCRETE MASONRY UNITS TO BE MEDIUM WEIGHT UNITS PER ASTM C90.
A.3.
NET AREA COMPRESSIVE STRENGTH (NACS) OF THE CONCRETE MASONRY UNITS SHALL COMPLY WITH
IBC TABLE 2105.2.2.1.2. SEE UNIT STRENGTH METHOD TABLE BELOW.
A.4.
MORTAR TO BE TYPE S (1800 PSI) USING THE 'PROPERTY METHOD'PER ASTM C270.
A.5.
GROUT TO HAVE A MINIMUM 28 DAY STRENGTH OF 1.25 TIMES THE DESIGN f m BUT NOT LESS THAN 2000
PSI. SEE UNIT STRENGTH METHOD TABLE BELOW.
A.6.
ALL GROUT MIX DESIGNS TO UTILIZE A FLUIDIFIER ADMIXTURE, INTRUSION AID BY SPECRETE-113 OR
APPROVED EQUAL. DOSAGE TO BE PER MANUFACTURERS RECOMMENDATION.
A.7.
COMPLIANCE WITH f m SHALL UTILIZE EITHER THE "UNIT STRENGTH METHOD" OR THE "PRISM TESTING
METHOD" FROM THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE.
A.8.
FOR THE UNIT STRENGTH METHOD:
DESIGN fm NACS GROUTSTRENGTH
1500 PSI 1900 PSI 2000 PSI
A.9.
ALL WORK SHALL CONFORM TO SECTION 2103 THROUGH SECTION 2108 OF THE LATEST EDITION OF THE
INTERNATIONAL BUILDING CODE.
A.10.
REINFORCING FOR MASONRY TO BE ASTM A615 GRADE 60 PLACED IN CENTERS OF CELLS AS FOLLOWS
(UNLESS OTHERWISE NOTED IN DRAWINGS):
A.10.a. VERTICAL: (1)#5AT48 INCHES ON CENTER PLUS (2)#5 FULL HEIGHT EACH SIDE OF OPENINGS,
UNLESS OTHERWISE NOTED ON DRAWINGS.
A.10.b. HORIZONTAL: (2) #4 AT 48 INCHES ON CENTER FOR RUNNING BOND, (2) #4 AT 24 INCHES ON
CENTER FOR STACK BOND, PLUS (2) #4 AT TOP OF WALL AND AT EACH INTERMEDIATE FLOOR
LEVEL. LOCATE FIRST BOND BEAM AT GROUND FLOOR LEVEL.
A.10.c. LINTELS: (EXTEND LINTEL BARS PAST OPENING 32 INCHES MINIMUM)
LESS THAN 4 FEET WIDE: (2) #4 IN BOTTOM OF 8 INCH DEEP LINTEL.
4 FEET TO 6 FEET WIDE: (2) #4 IN BOTTOM OF 16 INCH DEEP LINTEL.
A.10.d. CORNERS AND INTERSECTIONS: (1) #5 CORNER BAR x 24 INCHES x 24 INCHES AT EACH BOND
BEAM FOR 8 INCH WALLS. (2) #4 CORNER BARS x 24 INCHES x 24 INCHES AT EACH BOND BEAM
FOR 10 INCH OR 12 INCH WALLS.
A.10.e. SPLICES IN VERTICAL WALL REINFORCING SHALL BE LAPPED 62 BAR DIAMETERS. WHERE NOT
MORE THAN (1) BAR IS REQUIRED IN EACH CELL, A 52 BAR DIAMETER LAP MAY BE USED.
A. 1 O.f HORIZONTAL BOND BEAM REINFORCING SHALL BE LAPPED 52 BAR DIAMETERS.
A.11.
ELECTRICAL BOXES, CONDUIT AND PLUMBING SHALL NOT BE PLACED IN ANY CELL THAT CONTAINS
REINFORCING.
A.12.
SEE DRAWINGS FOR ADDITIONAL REINFORCING.
A.13.
FOR GROUT LIFT HEIGHTS EXCEEDING 4'-0", PROVIDE BAR POSITIONERS FOR ALL VERTICAL WALL
REINFORCING.
A.14.
SPECIAL INSPECTION IS REQUIRED FOR ALL MASONRY CONSTRUCTION. SEE DRAWINGS FOR
ADDITIONAL INFORMATION.
DIVISION 5 - METAL
A. GENERAL
A.1.
ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE
LATEST EDITION OF AISC STANDARDS.
B. MATERIALS
B.1.
ALL STEEL W SECTIONS TO BE ASTM A992 TYPICAL UNLESS OTHERWISE NOTED.
B.2.
ALL STEEL PLATE, ANGLES, CHANNELS, ETC. TO BE ASTM A36 TYPICAL UNLESS OTHER WISE NOTED.
B.3.
STEEL PIPE ASTIM A53 GRADE B (Fy = 35 KSI), TYPE E OR S, OR ASTM A501 (Fy = 36 KSI).
B.4.
STRUCTURAL TUBING TO BE ASTM A500 GRADE B (Fy = 46 KSI RECTANGULAR, Fy = 42 KSI ROUND).
B.5.
UNLESS OTHERWISE NOTED, BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS.
B.G.
ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. PROVIDE STANDARD PLATE WASHERS UNDER
ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD.
B.7.
ANCHOR RODS TO BE ASTM F1554, GRADE 36 UNLESS OTHERWISE NOTED.
B.8.
LAG BOLTS IN WOOD TO BE SAE J429 GRADE I WITH MINIMUM DIMENSIONS MEETING ANSUASME B.18.2.1.
B.9.
LIGHT GAUGE STEEL 16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEEL OF ASTM A1003 ST50H
WITH (Fy = 50 KSI). LIGHT GAUGE STEEL 18 GAUGE AND LIGHTER SHALL BE FORMED FROM ASTIM A1003
ST33H WITH (Fy = 33 KSI). DETAIL AND FABRICATE LIGHT GAUGE STEEL PER AISI STANDARDS.
B.10. HEADED STEEL STUD CONNECTORS:
B.10.a. SHALL BE NELSON GRANULAR FLUX -FILLED HEADED STUDS OR PRIOR APPROVED EQUAL AND
BE MADE FROM C-1015 COLD ROLLED CARBON STEEL AND SHALL CONFORM TO ASTM A108,
GRADES 1015-1020 WITH A MINIMUM TENSILE STRENGTH OF 60,000 PSI.
B.10.b. STUDS TO BE AUTOMATICALLY END WELDED WITH A STUD WELDING GUN. ALTERNATE
WELDING PROCEDURES MAY BE USED ONLY WITH PRIOR WRITTEN APPROVAL FROM THE
ENGINEER. STUD WELDING, INSPECTION AND TESTING SHALL CONFORM TO AWS D1.1.
C. POST -INSTALLED ANCHOR BOLTS:
C.1. UNLESS A SPECIFIC ANCHOR PRODUCT IS NOTED IN THE DRAWINGS, POST -INSTALLED ANCHORS MAY
USE ONE OF THE ANCHORS LISTED BELOW FOR THE REQUIRED TYPE AND BASE MATERIAL. OTHER
ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF THE ENGINEER.
C.2. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS.
C.3. NOTE THAT ADHESIVE ANCHOR INSTALLATION TEMPERATURES AND CURE TIMES VARY BY PRODUCT.
CONSULT MANUFACTURER LITERATURE FOR SPECIFIC REQUIREMENTS.
CA. PROVIDE MINIMUM EMBEDMENT AND SPACING UNLESS NOTED OTHERWISE IN DRAWINGS.
C.5. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED
OTHERWISE IN DRAWINGS.
C.6. ADHESIVE ANCHORS:
BASE MATERIAL PRODUCT REPORT#
CONCRETE SIMPSON SET -XP EPDXY ADHESIVE ANCHOR ICC ESR -2508
CONCRETE SIMPSON AT -XP ADHESIVE ANCHOR IAPMO ER -263
CONCRETE HILTI HIT-HY-100 ADHESIVE ANCHOR ICC ESR -3829
CONCRETE HILTI HIT-HY 200 ADHESIVE ANCHOR ICC ESR -3187
CONCRETE DEWALT / POWERS PURE 110+ EPDXY ANCHOR ICC ESR -3298
CONCRETE DEWALT / POWERS AC100+ GOLD ADHESIVE ANCHOR [CC ESR -2582
MASONRY SIMPSON SET -XP EPDXY ADHESIVE ANCHOR IAPMO ER -265
MASONRY SIMPSON AT -XP ADHESIVE ANCHOR IAPMO ER -281
MASONRY HILTI HIT-HY 70 ADHESIVE ANCHOR ICC ESR -2682
C.7. EXPANSION ANCHORS:
BASE MATERIAL PRODUCT REPORT#
CONCRETE SIMPSON STRONG -BOLT 2 WEDGE ANCHOR ICC ESR -3037
CONCRETE HILTI KWIK BOLT TZ ANCHOR ICC ESR -1917
CONCRETE DEWALT / POWERS POWER -STUD+ SD2 ANCHOR ICC ESR -2502
MASONRY SIMPSON WEDGE -ALL ANCHOR ICC ESR -1396
MASONRY H ILTI KWIK BOLT 3 ANCHOR ICC ESR -1385
MASONRY DEWALT / POWERS POWER -STUD+ SD1 ANCHOR ICC ESR -2966
C.8. SCREWANCHORS:
BASE MATERIAL PRODUCT REPORT#
CONCRETE SIMPSON TITEN HD SCREW ANCHOR ICC ESR -2713
CONCRETE HILTI KWIK HUS -EZ SCREW ANCHOR ICC ESR -3027
MASONRY SIMPSON TITEN HD SCREW ANCHOR ICC ESR -1056
MASONRY HILTI KWIK HUS -EZ SCREW ANCHOR ICC ESR -3056
D. WELDING
D.1. ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX ELECTRODES.
CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS OF CONSTRUCTION THEY
ANTIC[ PATE EMPLOYING ON THE PROJECT. SOME WELDS SHOWN AS SHOP WELDS MAY NEED TO BE
FIELD WELDS TO AID ERECTION.
I
DIVISION 6 - WOOD
A. ROUGH CARP ; ENTRY
A.1. LUMBER SPECIES AND GRADES TO BEAS FOLLOWS UNLESS OTHERWISE SHOWN ON DRAWINGS:
JOISTS, BEAMS & STRINGERS: DOUGLAS FIR #2
6 INCH NOMINAL AND GREATER: DOUGLAS FIR #1
BUCKS, BLOCKING, BRIDGING AND MISCELLANEOUS: DOUGLAS FIR OR HEM FIR #3
STRIPPING: DOUGLAS FIR #3
2x4 STUDS: DOUGLAS FIR STUDS -
2x6 STUDS: DOUGLAS FIR #2
SILLS, LEDGERS, STRIPPING, ETC. IN CONTACT PRESSURE TREATED HEM FIR #2
WITH CONCRETE, AND WOOD CURBS:
PLATES AND HEADERS: KILN DRIED DOUGLAS FIR #2
POSTS, COLUMNS (SAWN): DOUGLAS FIR #1
ROOF, FLOOR AND WALL SHEATHING:
APA RATED SHEATHING, EXPOSURE 1, CONFORMING TO APA PERFORMANCE STANDARD PS 1-95
AND EXCERPT NER-108. SEE DRAWINGS FOR REQUIRED THICKNESS OF SHEATHING AND/OR
SPAN RATING. INSTALL ROOF AND FLOOR SHEATHING WITH LONG DIMENSION PERPENDICULAR
TO SUPPORTS UNLESS OTHERWISE NOTED. USE SPACERS TO PROVIDE 1/8 INCH END AND EDGE
JOINTS (1/4 INCH FOR JUMBO PANELS) WHENEVER SHEATHING IS EXPOSED TO WET WEATHER.
FILL ANY JOINT SPACING OVER 3/8 INCH UNLESS OTHERWISE APPROVED BY ENGINEER. INSTALL
2x4 OR THICKER BLOCKING AT UNSUPPORTED JOINTS IN WALL SHEATHING. BLOCK ROOF OR
FLOOR SHEATHING WHERE NOTED ON DRAWINGS.
TIMBERSTRAND (LSL):
-ALL LSL SHALL BE MANUFACTURED BY TRUSJOIST.
STUDS (2x4 AND 2x6):
-Fb = 1700 PSI, E = 1,300,000 PSI, FcII = 1835 PSI, Fv = 425 PSI
STUDS (2x8):
-Fb = 2250 PSI, E = 1,500,000 PSI, FcII = 2150 PSI, Fv = 505 PSI
COLUMNS/RIM/HEADERS < 9 1/2" DEEP:
-Fb = 1700 PSI, E = 1,300,000 PSI, FcII = 1835 PSI, Fv = 310 PSI
BEAMS/HEADERS 9 1/2" AND DEEPER:
-Fb = 2325 PSI, E = 1,550,000 PSI, Fv = 310 PSI
A.2. PROVIDE FIRE BLOCKING AS REQUIRED AND BLOCKING FOR ALL SPECIFIED WALL -MOUNTED ITEMS
INCLUDING CABINETS, DOORSTOPS, ETC.
A.3. CONNECTORS:
A.3.a. TIE STRAPS, FRAMING ANCHORS, HANGERS, STIRRUPS, COLUMN CAPS, COLUMN BASES, ETC.,
TO BE SIMPSON AS DETAILED, OR AS APPROVED.
A.3.b. FULLY FASTEN ACCORDING TO MANUFACTURER'S SCHEDULE USING LARGEST SIZE SHOWN.
A.3.c. ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO CONNECT WITH'U'TYPE
HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS.
A.3.d. NAILING: ALL NAILS SPECIFIED IN THE DRAWINGS TO BE "COMMON" NAILS UNLESS OTHERWISE
NOTED. ALL NAILING SHALL COMPLY WITH IBC TABLE 2304.9.1, NAILING SCHEDULE. OBTAIN
ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS.
A.3.e. NAILS AT ROOF AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR CROWN IS
FLUSH WITH THE SURFACE OF THE SHEATHING. CHECK AND RESINK IF NEEDED, IMMEDIATELY
BEFORE ROOFING.
A.3.f BOLTS - SEE DIVISION 5, METAL.
A.3.g. CORROSION PROTECTION:
A.3.g.a. CONFIRM REQUIRED CORROSION PROTECTION FOR HARDWARE AND FASTENERS
WITH SPECIFIC RECOMMENDATIONS FROM PRESSURE TREATING MANUFACTURER
OR HANGER MANUFACTURER (USE MOST CONSERVATIVE) FOR SPECIFIC WOOD
TREATMENTS USED.
A.3.g.b. MINIMUM CORROSION PROTECTION ON METAL CONNECTORS EXPOSED TO THE
ENVIRONMENT OR PRESSURE TREATED LUMBER TO BE PER ASTM A653 CLASS 185
(SIMPSON ZMAX) OR ASTM A123.
A.3.g.c. FASTENERS FOR PRESSURE TREATED LUMBER MUST BE MINIMUM HOT -DIP
GALVANIZED, STAINLESS STEEL, SILICON BRONZE OR COPPER.
A.3.g.d. HOT -DIP GALVANIZED HARDWARE AND FASTENERS MUST COMPLY WITH ASTM
A153, STAINLESS STEEL FASTENERS TO BE TYPE 304 OR TYPE 316.
A.3.g.e. HARDWARE AND FASTENERS USED TOGETHER MUST BE THE SAME TYPE (E.G.
HOT -DIP GALVANIZED NAILS WITH HOT -DIP GALVANIZED HANGERS).
A.4. DELIVERY AND STORAGE: ALL LUMBER AND SHEATHING DELIVERED TO THE SITE, SHALL BE STACKED OR
STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER.
A.5. CUTTING AND NOTCHING OF JOISTS NOT ALLOWED. A 1 INCH DIAMETER HOLE MAY BE DRILLED IN THE
CENTER 1/3 OF THE MEMBER DEPTH. ALL OTHER HOLES TO BE APPROVED BY ENGINEER.
A.6. STUDS MAY BE NOTCHED IN THE LOWER 1/5 OF THE HEIGHT OF THE STUD FOR ELECTRIC AND PLUMBING
PIPES,, BUT NO PART OF THE NOTCH IS TO BE DEEPER THAN 25 PERCENT OF THE WIDTH OF THE STUD.
HOLES OF DIAMETERS UP TO 1/3 OF WIDTH OF STUD MAY BE DRILLED IN THE STUD.
EXISTING CONCRETE
CMU INFILL AT OH DOORS
ANEW
DETAIL
DEFERRED STRUCTURAL SUBMITTAL (BIDDER DESIGN)
ACCESS FLOOR, SEE ARCH. NOT BY VLMK.
DEFERRED SUBMITTAL NOTES:
1 . BIDDER DESIGN ITEMS (DEFERRED SUBMITTALS) SHALL BE DESIGNED BY, AND BEAR THE STAMP OF AN
ENGINEER (PRODUCT ENGINEER) REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.
2. THE SUBMITTAL SHALL CERTIFY THAT THE DRAWINGS HAVE NOT DEVIATED FROM THE VLMK DESIGN IN
ANY WAY, OR SHALL CALL TO THE ATTENTION OF VLMK ANY DEVIATIONS THAT HAVE BEEN MADE.
DEVIATIONS MADE SOLELY FOR CONVENIENCE OR WITHOUT GOOD RATIONALE MAY BE CAUSE FOR
REJECTING THE SUBMITTAL.
3. THE PRODUCT ENGINEER SHALL NOT RELY ON A THIRD PARTY FOR INTERPRETATION OF VLMK'S
DOCUMENTS AND DESIGN REQUIREMENTS. THE DEFERRED SUBMITTAL SHALL BE ACCOMPANIED BY A
LETTER FROM THE PRODUCT ENGINEER INDICATING THAT THEY HAVE RECEIVED A COPY OF THE
DESIGN DRAWINGS AND SPECIFICATIONS AND HAVE REVIEWED THEIR DESIGN FOR COMPLIANCE WITH
THE DESIGN DOCUMENTS. CONTACT INFORMATION FOR THE PRODUCT ENGINEER SHALL BE PROVIDED
WITH THE SUBMITTAL. FAILURE TO PROVIDE THIS INFORMATION MAY BE CAUSE FOR REJECTING THE
SUBMITTAL.
4. SUBMITTAL DOCUMENTS SHALL BE REVIEWED BY THE CONTRACTOR AND SUBMITTED TO THE
ARCHITECT OR ENGINEER OF RECORD FOR REVIEW. AFTER REVIEW, AND SUBJECT TO BEING IN
GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS, THE ENGINEER WILL RETURN THE
SUBMITTAL TO THE CONTRACTOR.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE REVIEWED SUBMITTAL TO THE
BUILDING DEPARTMENT FOR DEFERRED PERMIT APPLICATION. THE DEFERRED SUBMITTAL ITEMS SHALL
NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE
BUILDING OFFICIAL.
CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM
CONCRETE:
COMMENTS:
DUR.:
INSP. AGENCY,
POST -INSTALLED ADHESIVE ANCHORS, RODS AND DOWELS IN
CONCRETE, PLACED DOWNWARDLY INCLINED
PER ICC EVALUATION REPORT
SEE NOTE 6, ITEM B
P
TESTING LAB
POST -INSTALLED EXPANSIONMEDGE ANCHORS IN CONCRETE
PER ICC EVALUATION REPORT
I SEE NOTE 6, ITEM B
P
TESTING LAB
STRUCTURAL MASONRY:
VERIFY USE OF ENGINEER APPROVED SUBMITTAL SHOWING
COMPLIANCE OF (fm) PRIOR TO CONSTRUCTION
UNIT STRENGTH OR PRISM
TEST METHOD
P
TESTING LAB
PRISM PREPARATION AND TEST SPECIMENS
SEE NOTE 6, ITEM C
C
TESTING LAB
PREPARATIONS OF SITE -PREPARED MORTAR AND
MORTAR JOINT CONSTRUCTION
P
TESTING LAB
PLACEMENT OF MASONRY UNITS AND STRUCTURAL ELEMENTS
P
TESTING LAB
PLACEMENT OF REINFORCING STEEL
SEE NOTE 6, ITEM C
P
TESTING LAB
GROUTING PROCESS AND GROUT SPACE PRIOR TO/AND
DURING GROUTING OPERATIONS
C
TESTING LAB
I
INSTALLATION AND GROUT PLACEMENT FOR CAST
ANCHOR BOLTS AND EMBEDMENT PLATES
C
TESTING LAB
POST -INSTALLED ADHESIVE ANCHORS, RODS AND DOWELS
IN MASONRY
PER ICC EVALUATION REPORT
SEE NOTE 6, ITEM B
P
TESTING LAB
POST -INSTALLED EXPANSIONfWEDGE ANCHORS IN MASONRY
PER ICC EVALUATION REPORT
SEE NOTE 6, ITEM B
P
TESTING LAB
POST -INSTALLED SCREWANCHORS IN MASONRY
PER ICC EVALUATION REPORT
SEE NOTE 6, ITEM B
P
TESTING LAB
ACCESS FLOORS:
ANCHORAGE - SEE CONCRETE ABOVE.
P
TESTING LAB
SPECIAL INSPECTION PROGRAM NOTES:
1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE
PORTIONS OF WORK INDICATED.
C = CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE
AT ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL INSPECTION.
P = PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT
TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING
SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT
DRAWINGS AND SPECIFICATIONS.
2. THE INSPECTION AGENCIES AREAS FOLLOWS:
ENGINEER: VLMK ENGINEERING + DESIGN
GEOTECHNICAL: N/A
TESTING LAB: TO BE DETERMINED
TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK
DESIGNATED IN THE PROGRAM. THE SELECTED INSPECTION AGENCY SHALL BE
AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE
OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB CONTRACTOR,
PER I.B.C. SECTION 1704.1. THE SPECIAL INSPECTORS DUTIES REGARDING THE
PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE I.B.C.. THE SPECIAL
INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE
COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR
INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION
REQUIRING SPECIAL INSPECTION.
3. PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT (OR ENGINEER)
SHALL CALL A PRE -CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER,
BUILDING OFFICIAL, CONTRACTOR, AND SPECIAL INSPECTORS TO REVIEW THE
SPECIAL INSPECTION REQUIREMENTS. THE STRUCTURAL OBSERVATION
REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS MEETING.
4. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO:
A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL
INSPECTION AND TESTING AGREEMENT, PROVIDED BY THE LOCAL
JURISDICTION.
B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE
WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. ALL
DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE
ENGINEER AND TO THE BUILDING OFFICIAL.
C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH
INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER,
CONTRACTOR, AND (OTHER DESIGNATED PARTIES), IN A TIMELY MANNER, AS
ESTABLISHED AT THE PRE -CONSTRUCTION MEETING.
D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER
THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, AND
WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED
PERMIT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE
WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING CODE.
5. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO:
A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION
AT LEAST 24 HOURS BEFORE SUCH INSPECTION.
B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND
EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN
CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE
BUILDING OFFICIAL.
C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT
DRAWINGS AND SPECIFICATIONS AT THE JOB SITE.
D. MAINTAIN AT THE JOB SITE, COPIES OF ALL REPORTS SUBMITTED BY THE
SPECIAL INSPECTOR.
6. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE
PERFORMED IN ADDITION TO THOSE REQUIRED BY THE I.B.C.:
A. POST INSTALLED ANCHORS IN CONCRETE AND MASONRY SHALL BE
INSPECTED AS FOLLOWS:
1) PROVIDE'CONTINUOUS'OR 'PERIODIC' INSPECTION AS INDICATED IN
THE SPECIAL INSPECTION TABLE (THIS SHEET). INSPECTIONS ARE TO
BE IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT PRODUCT
EVALUATION REPORT AND INSTALLATION INSTRUCTIONS.
2) A COPY OF THE EVALUATION REPORT AND INSTALLATION
INSTRUCTIONS ARE TO BE MAINTAINED ON THE JOB SITE. [CC
EVALUATION REPORTS ARE AVAILABLE ONLINE AT WWW.ICC-ES.ORG,
AND IAPMO EVALUATIONS REPORTS ARE AVAILABLE AT
WWW.IAPMOES.ORG.
3) WHERE PERIODIC INSPECTION IS ALLOWED:
0 THE SPECIAL INSPECTOR MUST BE ON SITE INITIALLY DURING
ANCHOR INSTALLATION TO VERIFY MATERIALS AND
PROCEDURES AS REQUIRED BY THE EVALUATION REPORT.
0 SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND
SIZE BY THE SAME CONSTRUCTION PERSONNEL ARE PERMITTED
TO BE PERIODICALLY INSPECTED.
0 A NEW INITIAL INSPECTION SHALL BE MADE FOR ANY CHANGE IN
PERSONNEL PERFORMING THE ANCHOR INSTALLATION OR
CHANGE IN THE ANCHOR PRODUCT BEING INSTALLED.
0 FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD, THE
SPECIAL INSPECTOR MUST MAKE REGULAR INSPECTIONS TO
CONFIRM CORRECT HANDLING AND INSTALLATION. IF
DISCREPANCIES ARE NOTED, CONTINUOUS INSPECTION SHOULD
BE PROVIDED FOR ALL SUBSEQUENT ANCHORS.
CMU-INFILL.dwg 3/16" T -O"
HOLD MORTAR BACK 1/2"
AND CAULK AROUND
PERIMETER OF PANEL
AND CMU
NOTE:
SEE ARCH. FOR
EXTERIOR FINISH
REQUIREMENTS
EXISTING EXTERIOR
ASPHALT PAVING
CMU INFILL SECTION
ANEW
DETAIL
EXISTING 6" THICK
CONCRETE TILT -UP PANEL
SET BLOCK FLUSH
TO INTERIOR FACE
NOTE: LAP BARS 18" AS
NECESSARY FOR BAR
SPLICES AS REQ'D.
#4 AT 24" O.C. IN
GROUTED CELLS
#4 IN BOND BEAM
AT 48" O.C.
EXISTING CONCRETE
SLAB ON GRADE
DOWEL VERT. & HORIZ.
REINFORCING INTO
EXISTING TILT -UP PANEL
WITH 4" EMBEDMENT
(SPECIAL INSP. REQ'D.)
CMU-SECT.dwg V 1 1-01,
4) ADHESIVE ANCHORS IN CONCRETE SHALL ADDITIONALLY CONFORM TO
THE FOLLOWING:
0 CONCRETE IS TO HAVE A MINIMUM AGE OF 21 DAYS AT THE TIME
OF ANCHOR INSTALLATION.
0 CONTINUOUS INSPECTION IS REQUIRED FOR ALL ADHESIVE
ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL OVERHEAD
ORIENTATION.
a INSTALLATION OF ADHESIVE ANCHORS IN A HORIZONTAL TO
VERTICAL OVERHEAD ORIENTATION ARE TO BE DONE BY A
CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED
THROUGH ACI AND IN ACCORDANCE WITH ACI 318-11, SECTION
D.9.2.2. (NOT REQUIRED IN OREGON).
ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL
OVERHEAD ORIENTATION ARE TO UTILIZE A PISTON PLUG OR
RETAINING CAP IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
C. MASONRY INSPECTION AND TESTING REQUIREMENTS ARE AS FOLLOWS:
1) PREPARE AND TEST MASONRY PRISMS FOR EACH 5,000 SQUARE FEET
OF WALL DURING CONSTRUCTION IN ACCORDANCE WITH ASTM C1314
AS FOLLOWS:
0 SOLID GROUTED WALLS: (3) GROUTED PRISMS.
0 PARTIALLY GROUTED WALLS: (3) GROUTED PRISMS AND (3)
UNGROUTED PRISMS.
2) PREPARE AND TEST (3) GROUTED PRISMS FOR EACH 5,000 SQUARE
FEET OF WALL DURING CONSTRUCTION IN ACCORDANCE WITH ASTM
C1019.
3) GROUT LIFT HEIGHT SHOULD NOT EXCEED 64" UNLESS THE
FOLLOWING CONDITIONS ARE MET:
0 CONTRACTOR HAS OBTAINED APPROVAL FROM THE LOCAL
BUILDING OFFICIAL.
* COMPLY WITH TMS602 SPECIFICATION FOR MASONRY
STRUCTURES, ARTICLE 3.5D.
0 PROVIDE INSPECTION OF REBAR PLACEMENT AT EACH BOND
BEAM COURSE, AND USE BAR POSITIONERS AT 4'-0" O.C.
MAXIMUM.
0 PROVIDE CLEANOUTS AT THE BOTTOM OF EACH VERTICALLY
REINFORCED CELL.
0 GROUT LIFT HEIGHT SHALL NOT EXCEED 9'-4".
A
. . ........ .
EXISTING 2 X 4
SUB -PURLINS
AT T -O" O.C.
EXISTING
PURLIN
PER PLAN
EXISTING BEAM
PER PLAN
L4 X 4 X 1/4 BUCKET SECURED'
EXISTING BEAM WITH (12) 1/4" 1
SIMPSON'SDS'SCREWS
SECURE SLEEPER
WITH (4) SIMPSON
'A34'FRAMING PLATES
SECURED WITH SIMPSON
#9 X 1 1/2" SCREWS
EXISTING2X4
SUB-PURLIN AT 2'-0" O.C.
EXISTING PURLIN
PER PLAN
CONDENSING UNIT
BY OTHERS
SECURE NEW CHANNEL I
TO SIDE OF EXISTING
PURLIN WITH 1/4" DIA. X 3"
SIMPSON'SDS'SCREWS
AT 12" O.C., ON 6" STAGGER.
SECTION
CONDENSER SUPPORT DETAIL
SUPPORT LEG OF
NEW CONDENSER
EXISTING 2 X 4
AT 2'-0" O.C.
(3) EQ. SPACES
UNIT WIDTH + 6"
(D
(D
<�_
U)
SLEEPER DETAIL.
N W-11
CONDENSER SUPPORT DETAIL
SECTION
rA
VA
CABLE TRAY
S10-01.dwg
1/4" DIA. X 8" SIMPSON
SDS SCREW - SEE CONNECTION
LAYOUT BELOW
WATERPROOF UNIT
ANCHORAGE THROUGH
CAP FLASHING BY OTHERS
NEW SHEET METAL CAP
FLASHING BY OTHERS
NEW CANT AND ROOFING.
PATCH AS REQ'D. BY OTHERS
NEW 6 X 6 X REQ'D.
P.T. SLEEPER
NEW OR EXISTING
FRAMING. VERIFY UNIT
ALIGNMENT TO ALLOW
PLACEMENT BETWEEN
EXISTING 2 X 4 SUB -PURLINS
AS NECESSARY AT 4 X 4
SUPPORT HEADER LOCATIONS
S10-02.dwg
IER
AMING
SECURE UNIT TO SLEEPERS WITH
(4) 1 1/2" X 1 1/2" X 12 GA. X 2" LONG
CLIP ANGLES WITH (2) #9 X 1 1/2"
SCREWS EACH LEG. NOTE:
VERIFY COMPATIBILITY OF
CONNECTION WITH EQUIPMENT
CABINET INTERNALS.
CONDENSING UNIT
PER PLAN
6 X 6 X 2'-6" MIN.
LONG P.T. SLEEPER
EACH END OF UNIT
SEE: DETAIL(p
SIM.
S1 0-04.dwg 1 1. V-01.
(2) 5/8" DIA.
THREADED ROD
TYPICAL
(2) 2" DIA. STD.
STEEL PIPE TYPICAL
"CHATSWORTH"
TALL STAND PIPE.
CABLE RUNWAY
STANCHION
RAISED COMPUTER
ACCESS FLOOR BY
OTHERS
(4) 3/8" DIA.
DROP-IN ANCHOR
PIC L
TYPICAL
_!EVIEVVWVVED FO
DE�COMPLIAN CWE
APPROVED
AUG 0 3 2017
City of Tukwilal
1LDING DIVISIDN
ANOTE:
STANCHION SUPPORT
(4) 3/8" DIA.
BASED ON 25 PLF CABLE TRAY EXISTING
THREADED ROD
WEIGHT WITH STANCHION CONCRETE
TYPICAL
SUPPORT AT 8'-0" 0 C
ELEVATION VIEW OF CABLE TRAY
A
_7 M
Two Lincoln Centre
5420 LBJ Freeway,
Suite 1100
Dallas, TX 75240
Phone: 214/273-1559
VLMK
ENGINEERING + DESIGN
3933 SW Kelly Avenue
Portland, Oregon - 97239
503.222.4453
VLMK.COM
SEAL
SHEET TITLE
HVAC SUPPORT
FRAMING DETAILS
SHEET NO.
DRAWN: KAN
REVIEWED: JCS
S2,0
PROJECT NO.: 20160480
vo
ELECTRICAL SYMBOLS LEGEND
(ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON DRAWINGS)
$ SINGLE POLE SWITCH 20A. 120/277 VOLT. (MOUNTED AT 42" AFF)
$3 3 -WAY SWITCH 20A. 120/277 VOLT. (MOUNTED AT 42" AFF)
$� 4 -WAY SWITCH 20A. 120/277 VOLT. (MOUNTED AT 42" AFF)
SINGLE PHASE MANUAL MOTOR SWITCH STARTER WITH THERMAL OVERLOAD ELEMENT MOUNTED
$ M 42"AFF, UNLESS NOTED OTHERWISE.
DUPLEX RECEPTACLE: 20A, 125V, 3 -WIRE, GROUNDING TYPE (NEMA #5-20R), MOUNTED +18"
AFF TO CENTERLINE UNLESS OTHERWISE NOTED.
QUAD RECEPTACLE: 20A, 125V, 3 -WIRE, GROUNDING TYPE (NEMA #5-20R), UNDER A COMMON
COVER PLATE MOUNTED +18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED.
SIMPLEX RECEPTACLE: 20A, 125V, 3 -WIRE, GROUNDING TYPE (NEMA #5-20R), MOUNTED +18"
AFF TO CENTERLINE UNLESS OTHERWISE NOTED.
NEW DUPLEX OR QUAD. RECEPTACLE ON UPS PROTECTED SYSTEM: DEVICE COLOR RED: 20A,
125V, 3WIRE, GROUNDING TYPE MOUNTED 18"AFF TO CENTERLINE UNLESS SPECIFICALLY NOTED
OTHERWISE.
OIG DUPLEX RECEPTACLE: 20A, 125V, 3WIRE, GROUNDING TYPE (NEMA 5-20R). 'AC' INDICATES
AC MOUNTED ABOVE COUNTER TOP. COORDINATE MOUNTING HEIGHT WITH COUNTER CONTRACTOR.
'IG' INDICATES ISOLATED GROUNDING TYPE.
OGFI GROUND FAULT CIRCUIT INTERRUPTER TYPE DUPLEX RECEPTACLE 20A, 125V, 3 -WIRE GROUNDING
TYPE. MOUNTED 18"AFF TO CENTERLINE, UNLESS NOTED OTHERWISE.
OWP GROUND FAULT CIRCUIT INTERRUPTER TYPE DUPLEX RECEPTACLE MOUNTED IN A WEATHERPROOF
GFI DEVICE BOX, 20A, 125V, 3-WiRE GROUNDING TYPE. COORDINATE MOUNTING WITH INSTALLATION
LOCATION.
2'x4' FLUORESCENT FIXTURE
1'x4' FLUORESCENT FIXTURE
2'x2' FLUORESCENT FIXTURE
EMERGENCY LIGHT FIXTURE. (1) LAMP UNSWITCHED AND WIRED TO EMERGENCY SOURCE.
REMAINING LAMPS SWITCHED AND WIRED TO NORMAL SOURCE.
EMERGENCY WALL MOUNTED LIGHT FIXTURE. ALL LAMPS WIRED TO NORMAL AND EMERGENCY
SOURCE.
WALL MOUNTED LIGHT FIXTURE
0 RECESSED DOWN LIGHT OR INCANDESCENT LIGHT FIXTURE
RECESSED WALL WASHER
SURFACE MOUNTED BRACKET LIGHT
EXIT LIGHT FIXTURE. COORDINATE EXACT LOCATION MOUNTING AND FACE COLOR WITH AUTHORITY
HAVING JURISDICTION. PROVIDE ARROWS AS INDICATED ON PLAN. SHADED AREAS INDICATE
REQUIRED FACES.
POLE MOUNTED SITE LIGHTING FIXTURE
TRANSFER SWITCH. SWITCH POSITION INDICATES NORMAL POWER SOURCE.
'ATS' DESIGNATION DENOTES AUTOMATIC TRANSFER SWITCH.
SINGLE PHASE OR THREE PHASE MOTOR WITH INDICATED HORSEPOWER
ELECTRICAL SYMBOLS LEGEPM (CONTID)
CONDUIT CONCEALED IN OR BELOW FLOOR GRADE
CONDUIT IN CEILING OR WALLS
SWITCH LEG HOT
-7 HASH MARKS INDICATE NUMBER OF #12 CONDUCTORS IN CONDUIT (UNLESS NOTED OTHERWISE
ON PLANS OR ONE LINE DIAGRAM)
GROUND NEUTRAL
SINGLE HOMERUN TO PANEL WITH CIRCUIT NUMBER AS INDICATED WHERE SINGLE HOMERUNS
ARE SHOWN NEUTRAL AND GROUND CONDUCTORS SHALL NOT BE SHARED WITH OTHER CIRCUITS.
-7 1
Z_ 1 MULTIPLE HOMERUNS TO PANEL WITH CIRCUIT NUMBERS AS INDICATED
Z_ I CONDUIT EXPOSED
------0 CONDUIT UP
CONDUIT DOWN
G�:) OCCUPANCY SENSOR SWITCHING DEVICE. REFER TO SPECIFICATIONS.
ckOCCUPANCY SENSOR. '#' DENOTES TYPE OF SENSOR. REFER TO SPECIFICATIONS. ARROW(S)
INDICATE SENSOR ORIENTATION.
EPO EPO SYSTEM PUSHBUTTON.
CHEMICAL GROUND ROD
GROUND ROD
FHH] GROUNDING HANDHOLE
OPEN OFFICE FURNITURE POWER POLE SUPPLIED WITH FURNITURE.
FC] OPEN OFFICE FURNITURE COMMUNICATIONS POLE SUPPLIED WITH FURNITURE.
j LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC) CONNECTION TO EQUIPMENT. MAXIMUM LENGTH OF
FLEXIBLE CONDUIT 6'-0".
@ 4" SQUARE JUNCTION BOX RECESSED IN WALL UNLESS NOTED OTHERWISE.
1-1_4!�116 JUNCTION BOX WITH CONDUIT FOR VOICE/DATA CABLING STUBBED TO ABOVE CEILING, SIZE AS
D INDICATED. PROVIDE BUSHING AT CONDUIT END ABOVE CEILING. NUMBERS ADJACENT TO DEVICE
INDICATE QUANTITY OF VOICE AND DATA RECEPTACLES (I.E. - '12/6' = (12) DATA AND (6)
VOICE).
k _0
-:4 11111wi i I MIR]
[]J
NON-FUSED, HEAVY DUTY SAFETY SWITCH
co
oo
A
AMPS
LA
LIGHTNING ARRESTOR
co
COMBINATION MAGNETIC MOTOR STARTER/DISCONNECT SWITCH
ABV
ABOVE
LFMC
LIQUIDTIGHT FLEXIBLE METAL CONDUIT
AC
ABOVE COUNTER
LRGST
LARGEST
FUSED, HEAVY DUTY SAFETY SWITCH
AFC
AVAILABLE FAULT CURRENT-
LRA
LOCKED ROTOR AMPS
AFF
ABOVE FINISHED FLOOR
LTG
LIGHTING
Z
MOTOR STARTER, TYPE AS INDICATED ON DRAWINGS
AFG
ABOVE FINISHED GRADE
LVL
LEVEL
AHU
AIR HANDLING UNIT
MAX
MAXIMUM
r-9
120�208 OR 277/480 VOLT PANEL BOARD UNLESS NOTED OTHERWISE. SURFACE MOUNTED. TOP
ARF
ABOVE RAISED FLOOR
MC
MECHANICAL CONTRACTOR
OF PANEL 72"AFF.
AUX.
AUXILIARY
MECH
MECHANICAL
AWG
AMERICAN WIRE GAUGE
MIN
MINIMUM
120/208 OR 277/480 VOLT PANEL BOARD FLUSH MOUNTED TOP OF PANEL 72"AFF.
BRF
BELOW RAISED FLOOR
MSG13
MASTER STATION GROUND BAR
BC
BELOW COUNTER
M.O.
MOTOR OPERATED
DRY TYPE TRANSFORMER. SEE ONE LINE DIAGRAM AND SPECIFICATIONS FOR TRANSFORMER
BLDG
BUILDING
MTR
MOTOR
INFORMATION.
MV
MEDIUM VOLTAGE
C
CONDUIT
C.F.C.I.
CONTRACTOR FURNISHED,
N.C.
NORMALLY CLOSED
CONTRACTOR INSTALLED
NEC
NATIONAL ELECTRIC CODE
FIXED MOUNTED CIRCUIT BREAKER. SEE ONE -LINE DIAGRAM AND SPECIFICATIONS FOR MORE
CH
CHILLER
NEMA
NATIONAL ELECTRICAL MANUF. ASSOC.
INFORMATION.
CKT
CIRCUIT
NFPA
NATIONAL FIRE PROTECTION ASSOCIATION
FG -FAT-- -
CL
CENTERLINE
NF
NON-FUSED
GROUND FAULT DETECTION/ALARM.
CLG
CEILING
N.O.
NORMALLY OPEN
L
COMP
COMPRESSOR
NIC
NOT IN CONTRACT
CONC
CONCRETE
NTS
NOT TO SCALE
FG_FPE�- -
COND
CONDENSER
OAHU
OUTSIDE AIR HANDLING UNIT
7—
GROUND FAULT INTERRUPTION.
CONN
CONNECTION
O.C.
ON CENTER
I
L
CT
CURRENT TRANSFORMER
O.F.C.I.
OWNER FURNISHED,
CTV
CABLE TELEVISION
CONTRACTOR INSTALLED
I
CTW
COOLING TOWER
OHE
OVERHEAD ELECTRIC
DISC.
DISCONNECT
PH
PHASE
BLOWN FUSE TRIP (SINGLE -PHASING PROTECTION)
DS
DISCONNECT SWITCH
PL
PILOT LIGHT
I
DN
DOWN
PROV'S
PROVISIONS
DTS
DOUBLE -THROW SWITCH
PVC
POLYVINYL CHLORIDE CONDUIT
27kV
F
LIGHTNING ARRESTOR WITH INDICATED VOLTAGE
DWG
DRAWING
PWR
POWER
LA
-
-
(E)
EXISTING
RCPT
RECEPTACLE
EA.
EACH
REDUND.
REDUNDANT
FK#]
KIRK -KEY DESIGNATION AS SHOWN ON ONE -LINE DIAGRAM. INDICATES KIRK -KEY LABEL IN
EC
ELECTRICAL CONTRACTOR
RE:
REFERENCE
SYSTEM.
EDF
ELECTRIC DRINKING FOUNTAIN
REQ'D
REQUIRED
ONE -LINE DIAGRAM FEEDER/CIRCUIT CONTINUATION SYMBOL.
EF
EXHAUST FAN
REV
REVISION
RLA
RUNNING LOAD AMPS
ELEC.
ELECTRICAL
ELEV.
ELEVATOR
RM
ROOM
E�B
WHERE SHOWN ON ONE -LINE DIAGRAM, FEEDER/CIRCUIT SCHEDULE DESIGNATION. REFER TO
EMT
ELECTRICAL METALLIC TUBING
RPM
REVOLUTIONS PER MINUTE
FEEDER SCHEDULES FOR SIZE.
ENL.
ENLARGED
S.T.
SHUNT TRIP
E.O.
ELECTRICALLY OPERATED
STD
STANDARD
FGA7P
GENERATOR ANNUNCIATOR PANEL
EPO
EMERGENCY POWEROFF
SW
SWITCH
SWBD
SWITCHBOARD
EXH.
EXHAUST
SWGR
SWITCHGEAR
EXIST.
EXISTING
FCU
FAN COIL UNIT
TRANS.
TRANSITION
FLA
FULL LOAD AMPS
TV
TELEVISION
FLEX.
FLEXIBLE
TYP
TYPICAL
FLR
FLOOR
UGE
UNDERGROUND ELECTRIC
FIVIS
FACILITY MONITORING SYSTEM
U.N.O.
UNLESS NOTED OTHERWISE
FS
FUSED SWITCH
UTIL.
UTILITY COMPANY
FT
FOOT/FEET
V
VOLTS
FUT.
FUTURE
VA
VOLT AMPS
GC
GENERAL CONTRACTOR
VAV
VARIABLE AIR VOLUME
GFI
GROUND FAULT INTERRUPTOR
W
WATTS
GND
GROUND
WH
WATER HEATER
GNDG
GROUNDING
W/
WITH
GEN.
GENERATOR
W/o
WITHOUT
HP
HORSE POWER
Wp
WEATHERPROOF
ic
INTERMEDIATE CLASS
XFMR
TRANSFORMER
i -BOX
JUNCTION BOX
Z
IMPEDANCE
KVA
KILOVOLT -AMPS
KW
KILOWATTS
GENERAL ELECTRICAL NOTES
CODES AND STANDARDS
ALL ELECTRICAL WORK PREFORMED UNDER THIS CON'TR I ACT SHALL COMPLY WITH THE 2014 VERSION OF THE NATIONAL ELECTRICAL CODE (INCLUDING ANY LOCAL CITY AND
STATE AMENDMENTS), NFPA 70, ADA (AMERIC*_D.'rSABILITIES ACT) AND ALL LOCAL CODES AND ORDINANCES.
PHRASES
THE WORD "PROVIDE" AS USED IN THESE DRAWINGS SHALL MEAN "MATERIALS AND LABOR FURNISHED AND INSTALLED BY CONTRACTOR". THE PHRASE "OWNER
PROVIDED/CONTRACTOR RECEIVED AND INSTALLED" AS USED IN THESE DRAWINGS SHALL MEAN EQUIPMENT IS PURCHASED AND SHIPPED BY THE OWNER AND IT IS THE
CONTRACTOR'S RESPONSIBILITY TO RECEIVE/OFFLOAD THE EQUIPMENT AND TO STORE THE EQUIPMENT IN A MANNER WHICH PROTECTS THE EQUIPMENT FROM ENVIRONMENTAL
AND PHYSICAL HAZARDS.
GENERAL
SECURE AND PAY ALL NECESSARY PERMITS AND FEES WHERE REQUIRED FOR EXECUTION AND COMPLETION OF WORK AND INCLUDE IN COST OF BID,
ALL EQUIPMENT SHALL BE NEW AND UNDERWRITERS LABORATORIES (U.L.) LISTED. ALL NEW EQUIPMENT AND DEVICES SHALL BE OF THE SAME MANUFACTURER AND QUALITY
AS THE BASE BUILDING EQUIPMENT AND DEVICES UNLESS NOTED OTHERWISE. DETERMINE THE ARC FLASH HAZARD RATING FOR EACH NEW SWITCHBOARD, PANELBOARD,
INDUSTRIAL CONTROL PANEL AND MOTOR CONTROL CENTER AND PROVIDE THE PROPER LABELING AS REQUIRED PER NEC ART. 110.16.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING OWNER AND BCEI REQUIREMENTS. WHERE A SHUTDOWN OF THE ELECTRICAL SYSTEM OR ANY OTHER
SYSTEM IS REQUIRED THE SHUTDOWN WILL BE COORDINATED WITH AND APPROVED BY THE OWNER AND BCEI AT LEAST TWO WEEKS PRIOR TO THE SHUTDOWN. INFORMATION
PROVIDED SHALL INCLUDE BEGINNING DATE AND TIME, THE DURATION AND THE AREA AND SYSTEMS AFFECTED.
PROVIDE CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS AS SHOWN ON DRAWINGS. COORDINATE WITH OTHER TRADES FOR INSTALLATION.
CONTRACTOR SHALL BE REQUIRED TO KEEP THE WORK INSTALLED BY HIM IN REPAIR AND PERFECT WORKING ORDER FOR ONE (1) YEAR FROM TIME OF COMPLETION AND
FINAL ACCEPTANCE.
THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WITHIN THE SCOPE OF WORK. BY
THE ACT OF SUBMITTING A BID, THE CONTRACTOR WILL BE DEEMED TO HAVE MADE SUCH EXAMINATION AND TO HAVE ACCEPTED SUCH CONDITIONS, AND TO HAVE MADE
ALLOWANCE THEREFORE IN PREPARING HIS BID. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH ALL TRADES ANY ELECTRICAL REFERENCES ON DRAWINGS.
VERIFY LOCATIONS OF ALL ELECTRICAL EQUIPMENT WITH DRAWINGS AND INTERIOR DETAILS AND FINISHES. IN CENTERING OUTLETS AND LOCATING BOXES AND OUTLETS,
ALLOW FOR OVERHEAD PIPES, DUCTS, TRIM, PANELING, HUNG CEILINGS, AND THE LIKE AND CORRECT ANY INACCURACY RESULTING FROM FAILURE TO DO SO WITHOUT
EXPENSE TO THE OWNER. THE CONTRACTOR SHALL RELOCATE NEW EQUIPMENT FIVE FEET IN ANY DIRECTION WHERE REQUIRED WITHOUT ANY ADDITIONAL EXPENSE.
ON A DAILY BASIS AND AFTER COMPLETION OF WORK CLEAN UP THE RESULTANT DEBRIS FROM THIS WORK AND REMOVE FROM THE SITE. ALL WORK PERFORMED- IN -AN
OPERATIONAL DATA HALL SHALL BE DONE IN A MANNER TO PREVENT THE PRODUCTION OF DUST.
SUBMITTALS
SUBMIT MANUFACTURER'S CATALOG CUTS AND SHOP DRAWINGS FOR THE EQUIPMENT AS INDICATED IN S ' PECIMOONS, GIVING FULL DESCRIPTION AND OTHER PERTINENT
FACTS. THESE SHALL BE SUBMITTED TO BCEI AND THEIR REVIEW SECURED BEFORE APPARATUS..- IN" QUESTION IS ORDERED, BUILT, OR INSTALLED.
CONTRACTOR SHALL SUBMIT "AS -BUILT" DRAWINGS AT COMPLETION OF THE PROJECT., DRAWINGS SHALL BE SUBMITTED IN THE LATEST VERSION OF AUTOCAD FORMAT AND
REPRODUCIBLE VELLUM.
QUANTITIES AND TYPES OF SUBMITTALS SHALL.'..i __ �A5 REQUESTED.
UTILITY COMPANY
ARRANGE WITH THE LOCAL UTILITY COMPANY FOR NEW SERVICE AND COMPLY WITH THEIR REQUIREMENTS. PROVIDE ALL WORK NOT SHOWN OR SPECIFIED WHICH THE
UTILITY COMPANY MAY DEEM NECESSARY TO FULFILL THEIR REQUIREMENTS. UTILITY COMPANY APPROVAL OF WORK SHALL BE OBTAINED.
FIRE SAFING
ALL PENETRATIONS IN FLOORS, WALLS AND CEILINGS SHALL BE ADEQUATELY CLOSED UP AND FIRE SAFED PER "ASTM" E814 (U.L. 1479) AND ALL LOCAL AND STATE CODES.
FIRE SAFING MATERIAL SHALL BE LISTED IN THE MOST RECENT FACTORY MUTUAL RESEARCH CORPORATION (FMRC) APPROVAL GUIDE. FIRE SAFING MATERIALS SHALL BE
INSTALLED PER THE MANUFACTURER'S PUBLISHED DIRECTIVES AND SUITABLE FOR THE TYPE OF PENETRATING MATERIAL, AND RATING OF THE PARTITION.
ELECTRICAL DRAWINGS
THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF DOORS, WALLS, FURNITURE,
EQUIPMENT, DUCTWORK, PIPING, ETC.. THE LOCATION OF RACEWAY SYSTEM COMPONENTS IS SCHEMATIC. THE EXACT LOCATION OF RACEWAY SYSTEM COMPONENTS SHALL
BE DETERMINED BY THE CONTRACTOR IN THE FIELD.
INTERPRETATION OF DOCUMENTS
CAREFULLY COMPARE THE DRAWINGS AND SPECIFICATIONS, CHECKING THE REQUIREMENTS AND CONDITIONS UNDER WHICH THIS INSTALLATION IS TO BE MADE. FOR
CLARIFICATION BETWEEN THE VARIOUS DRAWINGS, BETWEEN DRAWINGS AND SPECIFICATIONS, OR BETWEEN SECTIONS OF THE SPECIFICATIONS, THE MATTER SHALL BE
REFERRED TO BCEI BEFORE ANY WORK IS EXECUTED. THE CONTRACTOR SHALL STATE TO MAKE THIS A COMPLETE, READY TO USE INSTALLATION. IF NOT STATED IN THE
PROPOSAL, IT WILL NOT BE CONSIDERED EXTRA.
MISCELLANEOUS SUPPORTING MEMBERS
ALL ANGLES, CHANNELS AND OTHER MISCELLANEOUS STEEL, BOLTS, ROD, ETC.. REQUIRED TO SUPPORT LIGHT FIXTURES, LADDER TRAY, OR OTHER ELECTRICAL EQUIPMENT
OR DEVICES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
ELECTRICAL CONNECTIONS
PROVIDE FINAL ELECTRICAL CONNECTIONS FOR ALL EQUIPMENT FURNISHED UNDER OTHER DIVISIONS.
TERMINATIONS
ALL LUGS SHALL BE 2 -BOLT, LONG BARREL TYPE WITH INSPECTION HOLES PRODUCED WITH NON -FLASHING TYPE DYES AS MANUFACTURED BY "THOMAS AND BETTS" OR
APPROVED EQUAL, MINIMUM 10 TONS OF COMPRESSION. INSTALL WITH NO DAMAGE TO THE LUG, CONDUCTOR OR INSULATION. PROVIDE LUGS FOR ALL CONNECTIONS TO
SWITCHBOARDS, UPS'S, TRANSFER SWITCHES, DISTRIBUTION AND LIGHTING CLASS PANELBOARDS, TRANSFORMERS, ETC. THE USE OF MECHANICAL LUGS IS PROHIBITED.
CABLING /CONDUCTORS
UNLESS SPECIFICALLY NOTED OTHERWISE ALL CABLING SHALL BE 2-#12, 1-#12G, 3/4"EMT. WHERE ONLY TICK MARKS ARE INDICATED WITHOUT WIRE -SIZES, ALL CABLES
ARE #12. ALL #8 AWG WIRE AND LARGER SHALL BE STRANDED. ALL #10 AWG WIRE AND SMALLER SHALL BE SOLID. WIRE :AND CABLE SHALL BE COPPER, TYPE
THHN/THWN 600VOLT INSULATION, SIZES AS INDICATED ON DRAWINGS, AND SHALL NOT BE LESS THAN #12
COLOR CODING FOR WIRE AND CABLE SHALL BE AS FOLLOWS:
120/208V -BLACK, RED, BLUE, WHITE, FOR PHASES A, 8, C, AND NEUTRAL, RESPECTIVELY.
480/277V -BROWN, ORANGE, YELLOW, GRAY, FOR PHASES A, B, C, AND NEUTRAL, RESPECTIVELY.
WHERE THIS COLOR CODING DIFFERS FROM THAT REQUIRED BY THE LOCAL AUTHORITY, COMPLY WITH THE LOCAL AUTHORITY.
ALL WIRE AND CABLE #16AWG AND LARGER SHALL HAVE COLOR CODED INSULATION. COLOR CODING, ONCE SELECTED, MUST BE USED CONSISTENTLY FOR THE ENTIRE
PROJECT. PROVIDE IDENTIFICATION BY CIRCUIT NUMBERS IN ALL CABINETS, BOXES, WIRING TROUGHS, OTHER ENCLOSURES, AT ALL SPLICES, TERMINATION POINTS, ETC.
LIMIT BRANCH CIRCUIT HOMERUNS TO A MAXIMUM OF THREE PHASE CONDUCTORS (ON DIFFERENT PHASES), INSTALL THREE INDIVIDUAL
NEUTRAL CONDUCTORS (FOR EACH 120V OR 277V BRANCH CIRCUIT), AND GROUND CONDUCTOR(S) IN CONDUIT. "SHARED" NEUTRALS WILL NOT BE ALLOWED. CONDUCTORS
OF DIFFERENT SYSTEMS (UPS, STANDBY POWER, NORMAL POWER) SHALL NOT SHARE RACEWAYS.
VOLTAGE DROP
20AMP BRANCH CIRCUITRY SHALL BE AS INDICATED BELOW:
A. 120/208 VOLT CABLING SHALL BE: B. 277/480 VOLT CABLING SHALL BE:
0' - 100' #12AWG 0' - 150' #12AWG
100' - 200' #10AWG 150' - 250' #1 OAWG
200' - 250' #8AWG 250' - 300' #8AWG
GROUNDING
GROUND ALL CONDUITS, CABINETS, MOTORS, PANELS, AND OTHER EXPOSED NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ALL
PROVISIONS OF THE NATIONAL ELECTRICAL CODE OR LOCAL CODE THAT MAY APPLY. PROVIDE GROUND WIRE FOR ALL BRANCH CIRCUITING AND FEEDERS, MINIMUM #12 AWG.
RACEWAYS WILL NOT BE ALLOWED TO BE THE SOLE GROUNDING PATH FOR ANY SYSTEM.
HOUSEKEEPING PADS
FLOOR -MOUNTED TRANSFORMERS, SWITCHBOARDS, MCC'S, UPS'S, BATTERIES, ETC. SHALL BE PLACED ON 3-1/2" HOUSEKEEPING PADS. #4 RODS SHALL BE CAST INTO
FLOOR OR DRILLED TO TIE THE PAD TO FLOOR. SEE ARCHITECTURAL DRAWINGS.
FLOOR -MOUNTED TRANSFORMERS
ALL TRANSFORMERS SHALL BE SECURED TO THE HOUSEKEEPING PAD. THE PAD SHALL BE DRILLED TO ACCEPT EPDXY ANCHORS. THE USE OF HILTI TYPE EXPANSION
ANCHORS IS PROHIBITED. VIBRATION ISOLATORS OR NEOPRENE GASKETS SHALL BE USED.
SWITCHGEAR / MCC'S
ALL SWITCHGEAR AND MCC INDIVIDUAL SECTIONS SHALL BE SECURED TO THE HOUSEKEEPING PAD WITH 4 EPDXY ANCHORS. ADDITIONALLY, EACH SECTION SPLIT OF GEAR
SHALL BE SECURED BY BOLTS TO THE ADJACENT SECTION OF GEAR. ALL ANCHORS SHALL BE DRILLED INTO THE SLAB. VIBRATION ISOLATORS OR NEOPRENE GASKETS
SHALL NOT BE USED.
WALL -MOUNTED PANELBOARDS
ALL WALL -MOUNTED PANELBOARDS SHALL BE SECURELY BOLTED TO WALLS BY A MINIMUM OF (4) BOLTS. ADEQUATE BLOCKING IN WALLS SHALL BE PROVIDED FOR
PROPER SUPPORT OF PANELBOARDS, SHEETROCK SHALL NOT BE USED FOR SUPPORTS.
CONDUIT RUNS
CONDUIT RUN ON THE INTERIOR OF THE BUILDING SHALL BE EMT. CONDUIT RUN ON THE EXTERIOR SHALL BE IMC OR GRS. CONDUIT RUN UNDERGROUND SHALL BE
SCHEDULE 40 PVC WITH PVC COATED GRS ELBOWS AND BENDS. PROVIDE "RED" CONCRETE ENCASEMENT WHERE CONCRETE ENCASEMENT IS INDICATED. MINIMUM SIZE
CONDUIT 3/4", UNLESS OTHERWISE NOTED.
TYPE MC CABLE WITH A MINIMUM #12AWG GROUND WILL BE ALLOWED FOR FIXTURE WHIPS ONLY, MAXIMUM 6'-0" LENGTH. TYPE AC CABLE WILL NOT BE ALLOWED.
LIQUID TIGHT FLEXIBLE METAL CONDUIT (MIN. 18" LENGTH) SHALL BE USED FOR CONNECTIONS TO VIBRATING EQUIPMENT (MOTORS, TRANSFORMERS, ETC.). DO NOT
TERMINATE IN OR FASTEN RACEWAYS TO MOTOR FOUNDATION.
STEEL COMPRESSION CONNECTORS AND COUPLINGS SHALL BE USED FOR ALL EMT CONNECTIONS.
FIRE ALARM, SMOKE DETECTION, FACILITY MONITORING, SECURITY AND OTHER SYSTEMS SHALL BE INSTALLED IN CONDUIT. OPEN WIRING OF ANY TYPE WILL NOT BE ALLOWED.
NO RACEWAY SHALL BE WITHIN THREE INCHES (Y) OF HOT WATER PIPES, OR APPLIANCES.
RUN ALL RACEWAYS PARALLEL AND/OR PERPENDICULAR TO BUILDING WALLS, AVOID MOISTURE TRAPS. ROUTE CONDUITS AS CLOSE TO STRUCTURAL ROOF AS PRACTICAL.
PROVIDE CONDUIT SEALS WHERE CONDUITS CROSS AREAS OF TEMPERATURE DIFFERENCES TO PREVENT CONDENSATION.
PROVIDE WATERPROOF SLEEVES, AS APPROVED FOR ROOF, FLOOR AND WALL PENETRATIONS.
PROVIDE SEPARATE PULL/JUNCTION BOXES AND RACEWAYS FOR EACH FEEDER AND BRANCH CIRCUIT UNLESS SPECIFICALLY APPROVED BY BCEI. PULL/JUNCTION BOXES
SHALL NOT BE SHARED. PULL/JUNCTION BOXES WITH SPACE DIVIDERS WILL NOT BE ALLOWED.
FIRE ALARM
FIRE ALARM DRAWINGS ARE NOT INCLUDED IN THIS SET AND ARE CONSIDERED A DEFERRED SUBMITTAL. FIRE ALARM CONTRACTOR SHALL BE RESPONSIBLE FOR
PREPARATION AND SUBMITTAL OF ALL DRAWINGS RELATED TO THE FIRE ALARM SYSTEM TO THE AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL COORDINATE WITH 'FIRE
ALARM CONTRACTOR AND RELATED DRAWINGS AND PROVIDE ROUGH -IN AS/IF REQUIRED.
SECURITY
SECURITY DRAWINGS NOT INCLUDED IN THIS SET AND ARE CONSIDERED A DEFERRED SUBMITTAL. SECURITY 'CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION AND
SUBMITTAL (IF REQUIRED) OF ALL DRAWINGS RELATED TO THE SECURITY SYSTEM TO THE AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL COORDINATE WITH SECURITY
CONTRACTOR AND RELATED DRAWINGS AND PROVIDE ROUGH -IN AS/IF REQUIRED,
DATA/VOICE/FIBER/BAS
DATA/VOICE/FIBER/BAS DRAWINGS NOT INCLUDED IN THIS SET AND ARE CONSIDERED A DEFERRED SUBMITTAL, DATA/VOICE/FIBER/BAS CONTRACTOR SHALL BE RESPONSIBLE
FOR PREPARATION AND SUBMITTAL (IF REQUIRED) OF ALL DRAWINGS RELATED TO THE DATA/VOICE/FIBER/BAS SYSTEM TO THE AUTHORITY HAVING JURISDICTION.
CONTRACTOR SHALL COORDINATE WITH DATA/VOICE/FIBER CONTRACTOR AND RELATED DRAWINGS AND PROVIDE ROUGH -IN AS/IF REQUIRED.
DEVICES
ALL DEVICES SHALL BE RECESSED IN WALL WHEREVER POSSIBLE. CONDUIT SHALL BE CONCEALED IN WALL TO 10' AFF MINIMUM OR ABOVE FINISHED CEILING. DEVICES
INCLUDE BUT NOT LIMITED TO RECEPTACLES, LIGHT SWITCHES JUNCTION BOX ROUGH -IN FOR SECURITY, DATA VOICE, FIRE ALARM.
PANELBOARD DIRECTORIES
PROVIDE UPDATED, TYPED PANELBOARD DIRECTORIES. PROVIDE PHENOLIC LABELING ON ALL CFCI AND OFCI ELECTRICAL AND MECHANICAL EQUIPMENT.
BREAKER TESTING
E.C. RESPONSIBLE FOR HIRING INDEPENDENT 3RD PARTY TESTING AGENCY TO TEST ALL NEW, RELOCATED AND RE -ASSIGNED BREAKERS, 250A AND LARGER IN EXISTING,
O.F.C.I. AND C.F.C.I. EQUIPMENT. PERFORM EACH VISUAL AND MECHANICAL INSPECTION AND ELECTRICAL TEST INDICATED IN NETA ATS, SECTION 7.6 FOR MOLDED -CASE
CIRCUIT BREAKERS (PRIMARY INJECTION). CERTIFY COMPLIANCE WITH TEST PARAMETERS AND SUBMIT TEST RESULTS TO BCEI FOR INLCUSION -IN COMMISSIONING-;.
DOCUMENTATION. TESTING TO BE PERFORMED IN A TIMELY MANNER SO AS NOT TO INHIBIT THE. PROGRESS a THE P�DjECT.
ELECTRICAL SHEET 114DEX
EO. 1 ELECTRICAL: SYMBOLS, NOTES & ABBREVIATIONS
E0.2 ELECTRICAL SPECIFICATIONS
EO.3 ELECTRICAL SPECIFICATIONS
El.lA ELECTRICAL ONE -LINE DIAGRAM EXISTING
E1.113 ELECTRICAL ONE -LINE DIAGRAM NEW
E1.2A ELECTRICAL GROUNDING ONE -LINE DIAGRAM DH1
E1.213 ELECTRICAL GROUNDING ONE -LINE DIAGRAM DH2
E2.1 ELECTRICAL POWER PLAN
E2.2 ELECTRICAL LIGHTING PLAN
E2.3 ELECTRICAL GROUNDING PLAN
E2.4 ELECTRICAL CONDUIT PLAN
E2.5 ELECTRICAL ROOF PLAN
E3.1 ELECTRICAL DETAILS
E3.2 ELECTRICAL DETAILS
E3.3 ELECTRICAL DETAILS
E4.1 ELECTRICAL SCHEDULES
E4.2 ELECTRICAL SCHEDULES
E4.3 ELECTRICAL SCHEDULES
FIRE DETECTION/SUPPRESSO/ALARM -WILL BE PROVIDED AS A
DEFERRED SUBMITTAL FOR THIS PROJECT.
ALL EQUIPMENT WILL BE IDENTIFIED, LABELED, LISTED, APPROVED
AND INSTALLED BY DEFINITION OF THE 2014 NEC
THE ELECTRICAL CONTRACTOR IS TO PROVIDE AT A MINIMUM THE
SERVICES OF TWO JOURNEYMAN ELECTRICIANS FOR (5) TEN HOUR
DAYS EACH TO ASSIST IN THE COMMISSIONING OF THIS PROJECT.
THE ELECTRICAL CONTRACTOR IS TO INCLUDE IN HIS COST THE
RENTALS OF (8) 70KW LOAD BANKS FOR 3 DAYS. ALSO TO BE
INCLUDED IS ALL NECESSARY CABLING, CAMILOCKS, TEMPORARY
LUGS, ETC. TYPICAL COMMISSIONING SERVICES WILL BE OPERATING
BREAKERS, REMOVING PANEL COVERS, PROVIDING THERMAL
SCANNING AND REQUIRED REPORT, ETC. PRIOR TO COMMISSIONING
HE ELECTRICAL CONTRACTOR IS TO VERIFY ALL SYSTEMS WITHIN
HIS SCOPE OF WORK ARE COMPLETE AND FUNCTIONING PROPERLY.
THE ELECTRICAL CONTRACTOR WILL MAKE HIMSELF AND STAFF
FAMILIAR WITH THE COMMISSIONING SCRIPTS AS PROVIDED BY BCEI.
CABLES FOR LOAD BANKS WILL BE OF SUFFICIENT LENGTH TO
LOCATE LOAD BANKS OUTSIDE OF THE DATA HALL.
THE ELECTRICAL CONTRACTOR IS TO PROVIDE WRITTEN MOPS FOR
ALL WORK REQUIRING CONNECTIONS AND/OR TERMINATIONS TO
EXISTING EQUIPMENT, WHETHER THE EXISTING EQUIPMENT IS
SERVING LOAD OR NOT. THE MOPS SHALL BE SUBMITTED TO BCEI
IN A TIMELY MANNER FOR REVIEW, COORDINATION AND APPROVAL.
SEPARATE
PERMITAND
APPROVAL
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ELECTRICAL SPECIFICATIONS
PART 1: GENERAL - ELECTRICAL
1-1 DESCRIPTION:
All work on these drawings shall be done in strict accordance with these
specifications. All work fairly implied as essential to the complete
functioning of the electrical systems shown on the Drawings and
Specifications shall be completed as part of the work of this Division
unless specifically stated otherwise. It is the intention of the Drawings
and Specifications to establish the types of the systems, but not set
forth each item essential to the functioning of the system. In case of
doubt as to the work intended, or in the event of amplification of
clarification thereof, the Contractor shall call upon BCEI for
supplementary instructions, Drawings, etc.
2 WARRANTY:
The undertaking of the work described in this Division shall be considered
equivalent to the issuance, as part of this work, of a specific guarantee
extending one year beyond the date of completion of work and acceptance by
Owner, against defects in materials and workmanship. Materials,
appliances and labor necessary to effect repairs and replacement so as to
maintain said work in good functioning order shall be provided as
required. Replacements necessitated by normal wear in use or by Owner's
abuse are not included under this guarantee.
1-3 PROJECT CONDITIONS:
Visit the site of the proposed construction in order to fully understand
the facilities, difficulties and restriction attending the execution of
the work. No additional compensation will be allowed this Contractor for
work or items omitted from his original Proposal due to his failure to
inform himself regarding such matters affecting the performance of the
work in this Contract or necessary for the installation and completion of
the work included herein.
1-4 PERMITS AND FEES:
The contractor shall arrange and pay for all permits, fees, tests, and all
inspections as required by governmental authorities.
1-5 COORDINATION WITH FIELD CONDITIONS:
Contractor shall review all pertinent Drawings and adjust his work to all
conditions shown there on.
Discrepancies between Plans, Specifications, and actual field conditions
shall be brought to the prompt attention of BCEI.
Approximate location of transform.ers, feeders, branch circuits, lighting
and power outlets panels, outlets for special systems, etc., are indicated
on the Drawings. However, the Drawings, do not give complete and accurate
detailed locations of such outlets, conduit runs, etc., and exact
locations must be determined by actual field measurement. Such locations
will, at all times, be subject to the approval of BCEI.
Communicate with BCEI and secure approval of any outlet
(light fixture, receptacle, switch, etc . ) location about which there may
be the least question. Outlets obviously placed in a location not
suitable to the finished room or without specific approval, shall be
removed and relocated when so directed by BCEI. Location of
light fixtures shall be coordinated with reflected ceiling plans.
1-6 SUBMITTALS:
Contractor shall provide six sets of submittals, shop drawings,
descriptive literature, physical data and a specification critique for the
following items:
Conduit and Accessories
Grounding Components
Lighting Controls
Heavy Duty Disconnect Switches
Lighting Fixtures and Lamps
Fire Alarm System
Any deviations from the specified items shall be listed on the cover sheet
and clearly itemized for all deviations. The contractor shall provide two
copies of owner's manuals to the architect upon completion of the work.
1-7 SUBSTITUTIONS
A. The names, manufacturers, and model numbers have been ut;td in the
Contract documents to establish types of equipment and standards of
quality. Where more than one manufacturer is named for a specific
item of equipment, only one of the specified manufacturers will be
considered for approval. Where only, one manufacturer is mentioned
with the phrase "or approved equal', Contractor may submit an
alternate manufacturer for consideration, provided the following
conditions are met:
1. Submit alternate equipment with complete descriptive data in
shop drawing form. Provide sample of equipment upon request
for review by Architect. Samples will be returned if
requested in writing.
2. Alternate equipment must be equal from the standpoint of
materials, construction and performance.
B. The Architect and Engineer shall be the sole judge of quality and
equivalence of equipment, materials and methods.
1-8 QUALITY ASSURANCE:
All work shall be performed in accordance with all state, local & federal
codes and all authorities having jurisdiction, including but not limited
to:
National Electrical Code (NEC)
American Society for Testing and Materials (ASTM)
Underwriter's Laboratories, Inc. (UL)
Insulated Power Cable Engineer's Association (IPCEA).
National Electrical Manufacturer's Association (NEMA).
Institute of Electrical and Electronic's Association (IEEE).
American National Standards Institute (ANSI).
National Fire Protection Association (NFPA).
City of Houston Building Code
1-9 SLEEVES, CUTTING AND PATCHING:
This Section shall be responsible for the placing of sleeves for all
conduit passing through walls, partitions, beams, floors, roof, etc.
Sleeves through below -grade walls shall be as specified and detailed on
the plans.
All cutting and patching will be done under another Division, but this
Section will be responsible for timely performance of this work and layout
of holes and setting sleeves.
1-10 EXCAVATION AND BACKFILL:
Trenching and backfilling and other earthwork operations required to
install the facilities specified herein shall conform to the applicable
requirements of Division 2 (95% of maximum standard density). Where
trenching or excavation is required in improved areas, the backfill shall
be compacted to a condition equal to that of adjacent undisturbed earth
and the surface of the area restored to the condition existing prior to
trenching or excavating operations. The plans indicate information
pertaining to surface and sub -surface obstructions; however, this
information is not guaranteed. Should obstructions be encountered whether
or not shown, the Contractor shall alter routing of new work, reroute
existing lines, remove obstructions where permitted, or otherwise
perform whatever work is necessary to satisfy the purpose of new work and
leave existing surfaces and structures in a satisfactory and serviceable
condition,
1-11 CLEANING:
Clean lighting fixtures and equipment.
Touch-up and refinish scratches and marred surfaces on panels, switches,
starters, and transformers.
1-12 TESTS AND INSPECTIONS
Tests and inspection requirements shall be coordinated with BCEI..
Date for final acceptance test shall be sufficiently in advance of
completion date of contract to permit alterations or adjustments necessary
to achieve proper functioning of equipment prior to contract completion
date.
Conduct re -tests as directed by BCEI on portions of work or equipment
altered or adjusted as determined to be necessary by final acceptance
test. No resultant delay or consumption of time as a result of such
necessary re -test beyond contract completion date shall relieve Contractor
of his responsibility under contract.
Put circuits and equipment into service under normal conditions,
collectively and separately, as may be required to determine satisfactory
operation. Demonstrate equipment to operate in accordance with
requirements of these specifications. Perform tests in the presence of
BCEL Furnish instruments and personnel required for tests.
At the time designated by BCEI, the entire system shall be
inspected by the Architect and Engineer. The contractor or his
representative shall be present at this inspection.
Panelboards, switches, fixtures, etc., shall be cleaned and in operating
condition. Certificates and documents required hereinbefore shall be in
order and presented to BCEI prior to inspection.
Panel covers, junction box covers, etc., shall be removed for visual
inspection of the wire, bus bars, etc.
After the inspection, any items which are noted as needing to be changed
or corrected in order to comply with these specifications and the drawings
shall be accomplished without delay.
PART 2: PRODUCTS - ELECTRICAL
2-1 ALL PRODUCTS:
All products shall be listed by Underwriter's Laboratories and have the
U.L. label affixed.
2-2 RACEWAYS AND FITTINGS:
Except as noted or otherwise specified, all wiring shall be installed in
galvanized rigid steel conduit or electrical steel tube (EMT) of the
proper size to contain the number of conductors required in
accordance with the latest edition of the N.E.C. Where conduit sizes are
shown on the drawings, those shall take preference.
Provide EMT in sizes up to 4 inches when concealed or not exposed to
damage; Rigid steel, galvanized for underground use, where exposed to
damage, or in exterior applications; Rigid galvanized steel where
embedded in concrete or masonry construction.
Minimum size shall be 3/4 inch except for fixture whips not exceeding 6'-
0" long. Branch circuits run underground shall be run in Carlon Schedule
40 PVC conduit. Install ground wire in accordance with NEC table 250-95.
All conduit systems shall utilize compression type fittings.
Conduit shall be run concealed in finished areas. Conduit may be exposed
in mechanical rooms and where otherwise indicated. In finished areas with
no suspended ceiling, all conduit shall be painted to match ceiling.
Concealed conduit shall run 'in as direct manner with as long bends as
possible. Exposed conduit shall be run parallel with, or at right angles
to the lines of the building; and all bends shall be made with standard
conduit ells or conduit bent to not less than same radius. Not more than
equivalent of four quarter bends shall be used in any run between
terminals and cabinet, of between outlet or junction boxes. Approved
conduits shall be used in lieu of conduit ells where ease of installation
and appearance warrants their use. Conduit joints shall be made with
approved couplings and unions.
Provide #30 nylon pulling line in all conduits in which permanent wiring
is not installed.
Branch circuit conduits installed in concrete slabs on fill or grade shall
be positioned in a manner to ensure complete concrete cover. In no case
shall such conduits be exposed below or above the slab surfaces, or
penetrate the waterproof membrane.
At locations where feeder, or other large conduits, must pass through
slabs on fill or grade, the conduit shall be PVC coated rigid galvanized
steel, extended 6 inches into the earth, and 2 inches above exposed
surface of slab.
All conduit shall be securely fastened and supported using hot galvanized
malleable iron one -hole pipe straps, clamps, hangers or other means
pproved by the engineer. Supports shall be as required by NEC Table
346-12. Tie wire shall not be used as support or securing means.
Support conduit independently of ceiling hanger wire.
2-3 OUTLET AND JUNCTION BOXES:
Provide an approved galvanized outlet box with adequate volume for number
of conductors concerned.
Provide standard galvanized switch boxes of the required number of gangs.
Switch boxes for exposed wiring shall be handy boxes or approved equal.
Outlet boxes for receptacles shall be similar to Universal 52151 with
suitable raised cover. Receptacle boxes on exposed wiring shall be handy
boxes or approved equal.
Weatherproof boxes where necessary shall be FS or FD.
Outdoor boxes shall be NEMA 3R, with conduit connections made by Myers
Hubs.
See notes and details on Drawings for special box requirements.
Provide junction boxes required to facilitate installation of the various
conduit systems. Provide support boxes required for risers, each complete
with approved cable supports as described elsewhere in this Division.
Outlet boxes for drywall shall be standard galvanized switch boxes,
Provide coverplates for all outlet boxes.
Provide junction boxes and conduit system for all electrical systems:
(i.e. electrical, sound, security, fire alarm, CCTV, cameras, CATV,
intercom).
2-4 PULL BOXES:
Pull boxes shall be provided for conduit systems as required and shall be
constructed of galvanized steel of not less than gauge and size specified
by National Electrical Code.
Where two or more feeders pass through a common pull box, they shall be
tagged to indicate clearly their electrical characteristics, circuit
number, and panel designation.
2-5 WIRE AND CABLE:
All wire shall be new and continuous without weld, splice, or joints
throughout its length. It must be uniform in cross-section, free from
flaws, scales and other imperfections.
Wire shall be soft drawn, annealed, 98% pure copper, with tin coating.
Aluminum wiring is not acceptable.
Acceptable manufacturers for conductors and cables include, but are not limited to,
Alcan Aluminum Corporation, American Insulated Wire Corporation, General Cable Corporation,
Senator Wire and Cable Company, and Southwire Company.
Acceptable manufacturers for connectors and splices shall be AMP, Hubbell/Anderson,
O.Z. Gedney, and 3M Company.
A. TYPES:
1. Provide code gauge type "THHN" or "THWN" insulation.
2. All wire No. 8 and larger shall be stranded. All wire No. 10
and smaller shall be solid. Minimum wire shall be No. 12,
unless otherwise shown on Drawings.
3. Provide type "RHH" or other 90 degrees C insulation wiring for
branch circuit wiring installed through continuous rows of
fluorescent fixture bodies.
4. Fire alarm device wiring shall be 300 volt, PVC jacket UL -
listed when routed in a raceway. The jacket shall be UL
listed for use in air plenums when a raceway is not used.
5. Control wiring shall be No. 14 AWG copper conductor unless
otherwise shown; 600 volt rated insulation.
6. Open low voltage wiring in return air plenums shall be plenum
rated or run in conduit. All wiring in mechanical rooms
electrical rooms and other areas subject to physical damage
shall be run in conduit.
B. COLOR CODING: Conductors shall be color coded in accordance with
the governing authority requirements or as follows (if conflicting, local
governing authority shall override) :
120/208V 277/480V
1. Neutral:
White.
1.
Neutral:
Gray
2. Phase A:
Black.
2.
Phase A:
Brown
3. Phase B:
Red.
3.
Phase B:
Orange
4. Phase C:
Blue.
4.
Phase C:
Yellow
5. Ground:
Green.
5.
Ground:
Green
C. SPLICES:
Splices, where required, shall be fully made up in outlet boxes with
compression crimp -on type splice connectors and at least 12 inches
tagged end left for the fixture hanger. Where local requirements
specify certain colors for phases and neutral, etc., these shall
become the standard for this project.
Joints and splices will not be permitted in mains or feeder. Joints
in branch circuits will be permitted where branch circuits divide,
and then shall consist of one through -circuit to which the branch
shall be spliced. Joints shall not be left for the fixture hanger
to make. Fit joints and splices with Buchanan Series "2000'
solderless connectors complete with insulating caps or properly
sized wire nuts.
2-6 WIRING DEVICES:
Acceptable manufacturers are Hubbell, or Pass & Seymour,
A. SWITCHES
Furnish and install generally where indicated on the Drawings.
Coordinate final color and exact locations with architect.
Wall switches shall be 20 amp, 120-277 volt and shall be Hubbell
Style Line, Series 21 or equal as follows:
1. SINGLE POLE SWITCHES: 2121 -W, White.
2. DOUBLE POLE SWITCHES: 2122-W, White.
3. THREE WAY SWITCHES: 2123-W, White.
4. FOUR WAY SWITCHES: 2124-W, White.
B. DIMMERS:
Provide Lutron "NOVA T Star" series wall box dimmers sized to handle
the load. Gong dimmers without removing heat sink fins and mount
under a common Lutron coverplate.
C. RECEPTACLES:
Furnish and install generally where indicated on the Drawings.
Coordinate final color and exact location with architect.
Receptacles shall be Hubbell or equal as follows:
1.Duplex 20A -125V -self grounding: 2162-W (White, Nema
configuration 5-20R).
2. Simplex 20A -125V -Self Grounding: 2161-W (White, Nema
configuration 5-20R).
3. Isolated grounding 20A -125V: IG -2162 (Orange, Nema
configuration 5-20R.)
4. Clock hanger receptacle 20A -125V: 5361 -CH (Brown with stain
finished stainless steel plate with hanger, Nema configuration
5-20R).
5. Ground fault circuit interrupter (GFCI) receptacle 20A -125V;
GF -5362-W. (White with indicator light Nema Configuration 5-
20R, with "Feed through" connectors capable of protecting
connected downstream receptacles on a single circuit, and of
being installed in a 2-3/4' deep outlet box without adaptor).
6. Equipment receptacles shall be coordinated with
owner/manufacturer requirements and the correct and
appropriate receptacle and cover plate then installed.
D. PLATES:
1. Furnish and install plates on all outlet boxes.
2. Plates in offices and similar finished areas shall be Hubbell
smooth thermo-plastic.
3. Wet Locations: Provide Taymoc or Carlon Nema 3R, impact
resistant polycorbonate enclosure. Enclosure shall be
suitable for wet locations when in use.
4. Provide Hubbell stainless steel type 302/304 coverplates
installed in kitchens.
5. Indoor Exposed Raceway Systems: Stamped sheet metal, sized to
match box without overlapping sharp edges.
E. Floor boxes shall be cast iron as manufactured by Hubbell and as
indicated below: (Note: If floors are wood, provide a Hubbell cost
iron floor box and flush cover designed for this application.)
1. Slab at grade (dual level, fully adjustable type 1).
a. Single gang: #B-2436 %#SB -3083 carpet flange.
b. Two gang: #B-4233 v SB -3084 carpet flange.
c. Three gang: #B-4333 w/#SB-3085 carpet flange.
2. Slab above grade (shallow, semi -adjustable, type 11)
a. Single clang: #13-2414 wV#SB-3083 carpet flange.
b. Two gang: #13-42 SB -3084 carpet flange.
c. Three gang: #B-4314 w/#SB-3085 carpet flange.
3. Cover plates shall have brass finish as follows:
a. �S-3825 for duplex flap for duplex receptacles.
b. S-2425 for data/communications.
c. Provide appropriate coverplate for special purpose
receptacles.
Unless noted to the contrary on plans, or directed otherwise during
the progress of the Work, wiring devices shall be set as follows:
1. Switches 42 inches above finished floor.
2. Duplex and single receptacles 15 inches above finish floor
except where located above counters or interferes with
shelving or as required by local codes.
3. Wall telephone outlets, except where counters or shelving
interferes 15 inches above finished floor.
4. At locations above counters, set devices 1 foot -O inches above
counter tops, verify exact mounting height with the architect.
2-7 DRY -TYPE TRANSFORMERS:
Transformers provided by BCEI, received and installed by contractor.
Transformers shall operate at 60 Hertz. All transformers shall be
manufactured with standard materials.
All cores shall be constructed of high grade, non -aging silicon steel with
high magnetic permeability, and low hysteresis and eddy current losses.
Magnetic flux densities are to be kept well below the saturation point.
The core laminations shall be clamped together with structural steel
angles. The completed core and coil shall be isolated from the base by
means of rubber, vibration -absorbing mounts. There shall be no metal -to -
metal contact between the core and coil and the enclosure. The vibration
isolating system shall be designed to provide a permanent fastening of the
core and coil to the enclosure. Sound isolating system requiring the
complete removal of all fastening devices will not be accepted. Windings
shall be copper or electrical grade aluminum terminated on tin plated or
copper bars. Foil windings are not acceptable.
The transformer core shall be visibly grounded to the enclosure by means
of a flexible grounding conductor sized in accordance with NEMA, IEEE and
ANSI standards.
Transformer coils shall be of continuous -wound type construction and shall
be impregnated with non -hygroscopic, thermo-setting varnish.
Transformers shall be enclosed in drip -proof, metallic enclosures designed
to provide for air cooling and prevent accidental contact with live
conductors. Wiring compartment shall be located below the core and coil
and cooled by air circulation or insulated from the core and coil by means
of a suitable thermal insulation barrier. Transformer exposed to weather
or installed in a sprinkled area shall have rain shields on all openings.
Entire transformer enclosure shall be cleaned, phosphatized, primed and
pointed with a grey, baked enamel.
Transformers shall operate at 100% nameplate KVA rating continuously while
in a 40 degree C ambient without exceeding the rated average winding
temperature rise of the ANSI insulation system as described below.
Temperature rating shall be as follows:
RATING PHASE INSULATION TEMP. RISE
0.025 through 3 KVA Single Type B 80*C
5 through 25 KVA Single Type F- 115*C
3 through 15 KVA Three Type F - 11 5*C
37-1/2 KVA and larger Single Type H - 150*C
30 KVA and larger Three Type H - 150'C
Transformers shall have minimum full load rated taps in high voltage
winding as follows:
3 through 25 KVA 2 - 5% FCBN
15 through 300 KVA 6 - 2-1/2% TAPS, 2 above and 4 below normal
Maximum sound ratings shall be as follows:
KVA DB
0 - 9 40
10 - 50 45
51 - 150 50
151 - 300 55
Provide a nominal 3-1/2" high, 2500 PSI (28 Day) concrete reinforced pad
with number 6 welded wire mesh. The pad shall conform to the shape of
the transformer and extend at least 3 inches beyond the length and width
of the transformer. All corners of the pad shall be rounded.
Install floor mounted transformers on properly sized rubber -in -shear
vibration isolators.
Trapeze mounted transformers shall use rubber -in -shear hangers. Wall
mounted transformers shall not be mounted directly to the wall without
vibration isolation.
Route conductors in a minimum of 2 feet of flexible steel conduit to
transformer enclosure. Provide grounding conductor sized per NEC,
connected to the building grounding electrode system.
2-8 PACKAGED DIESEL ENGINE GENERATORS
Generator provided by BCEI, received and installed by contractor. Generator
shall be MTU, 600kW, rated for continuous standby service, 3-phase,
.8 P.F., 480/277VAC, 60 cycle. Generator shall contain but not limited to the
following accessories: battery charger, day tank, engine generator set, muffler,
remote annunciator, remote stop switch, starting battery, jacket water heater,
output circuit breaker, customer communication module, and fuel priming pump.
Contractor shall obtain from BCEI a copy of the generator submittal. Contractor
responsible for coordinating with shop drawings all installation requirements for complete
installation, including, but not limited to: all control wiring, remote monitorring
installation and wiring, control wiring between generator and (2) transfer switches,
grounding per N.E.C., and connection of power to all locations on generator not
already included. Coordinate remote monitorring requirements with systems
monitorring contractor and Cummins.
Contractor responsible for coordinating with, and assisting, Cummins during all testing
procedures and submitting reports. These tests include Field Tests and Observation
Reports, Certified Test Reports, Certified Summary of Performance Tests,
Factory Test Reports, Exhaust Emissions Test Reports, Certification of Vibration
Compatibility, and Sound Measurement Test Report.
2-9 GROUNDING:
Provide electrical service, equipment and wiring device grounding as
shown, scheduled and as specified.
The types of grounding include, but are not limited to, the grounding
bonding of all equipment devices, building steel piping, and as required
by the National Electrical Code, Local Inspection Department and Power
Company. A grounding conductor is required for all feeders and circuits.
Provide grounding products manufactured by Copperweld and Cadweld.
Ground rods shall be 3/4" inch diameter by 10 feet long construction with
copper jacket and a steel core. Ground clamps shall be copper except for
steel or iron pipes in which the clamps shall be galvanized iron.
Conductors shall be connected by means of an approved pressure connector
or clamp.
Perform a ground resistance test using a biddle megger. The system
resistance shall not exceed 5 OHMS. Provide additional electrodes as
required (refer to 250-84 of the NEC). Test shall not be conducted
following wet weather. Provide personnel and instruments to conduct these
tests and submit certified test for review.
A. BUILDING STEEL AND PIPING SYSTEM: Install a bonding jumper between
building steel and metallic piping systems to bond them to the
electrical grounding system.
B. NEUTRAL: The neutral shall be grounded only at the service entrance
and other separately derived systems. The neutral shall be kept
separate from the grounding system and shall not be used as a
ground.
C. GROUNDING SEPARATELY DERIVED ALTERNATING CURRENT SYSTEM
TRANSFORMERS: The center point (neutral) of each wye connected
transformer sholl be bonded to the case and a grounding electrode
conductor. The grounding electrode conductor shall be connected to
building steel, a ground rod or the building grounding system, if
building steel or ground rod are not possible.
D. GROUNDING CONDUCTOR: A grounding conductor and metallic conduit
system shall bond all equipment served by the electrical system.
Provide a flexible bonding jumper for isolated metallic piping and
ductwork and around expansion fittings and joints.
E. CONDUIT GROUNDING BUSHING:
Conduit terminating in equipment that has a ground bus such as
switchboards, ponelboards, etc., shall have grounding bushings
installed. Ground each conduit by means of a grounding bushing and
to the ground bus in the equipment.
F. MOTORS: The frame of all motors shall grounded.
H. REMOTE PANELBOARDS: Provide a grounding electrode conductor at all
remote panels as required by the NEC.
1. LIGHTING FIXTURES: All light fixtures shall be grounded. Flexible
fixture whips are not considered to be grounded.
J. RECEPTACLES: All receptacle shall be grounded. Receptacles shall
use an approved grounding yoke.
2-10 PANELBOARDS:
Parielboards provided by BCEI, received and installed by contractor. Power
distribution panelboards shall be equipped with fusible switches or
circuit breakers as shown on the one line diagram, Parielboards shall be
equipped with thermal -magnetic, molded case circuit breakers of frame
and trip ratings as shown on the schedule. Manufacturer shall be the
same as the manufacturer of the equipment furnished by the owner.
Panelboard bus structure and main lugs or main breaker shall have current
ratings as shown on the panelboard schedule. Such ratings shall be
established by heat rise tests with maximum hot spot temperature on any
connector or bus bar not to exceed 50*C. rise above 40*C ambient. Heat
rise test shall be conducted in accordance with Underwriters Laboratories
Standard UL 67. The use of conductor dimensions will not be accepted in
.lieu of actual heat tests. All current carrying parts of the bus shall be
tin plated copper.
Bus structure shall be insulated. Bus bar connections to the branch
circuit breakers shall be distributed phase or phase sequence type and
shall accept bolt -on circuit breakers for lighting and appliance
ponelboards.
Provide a bare uninsulated and/or insulated ground bus and full or double
size neutral bus as required and indicated in each panelboard schedule.
Each panelboard shall have an engraved bakelite nameplate. Nameplates
shall be white with black letters and show panel designation. Nameplates
shall be attached with stainless steel screws.
Place a neat, carefully typewritten directory card identifying the load
served by each branch circuit in the frame on the panel door, under a
clear plastic cover. Spares and spaces shall be written with erasable
pencil for future use.
A. Circuit Breakers
Where circuit breakers or fuses are applied in compliance with the
series combination ratings marked on the equipment by the
manufacturers, the equipment enclosure(s) shall be legibly marked in
the field to indicate the equipment has been applied with a series
combination rating. The marking shall be readily visible and state
11 caution - Series Rated System.' (NEC 110-22). Nameplate shall
identify replacement components.
1. Distribution Panelboards:
Circuit breakers shall be equipped with individually
insulated, braced and protected connectors. The front faces
of all circuit breakers shall be flush with each other. Large,
permanent, individual circuit numbers shall be affixed to each
breaker in a uniform position. Tripped indication shall be
clearly shown by the breaker handle taking a position between
"ON and "OFF". Provisions for additional breakers shall be
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REVIEWED: RWB
PROJECT NO.: C1395.00
NOT FOR DISCLOSURE OR USE WITF
BURR COMPUTER ENVIRONMENTS, INC.
such that no additional connectors will be required to add
No.
breakers. Circuit breakers shall be of the frame size, trip
Ellmfipfioti
setting and interrupting capacity as indicated on the
9/9/16
drawings.
Current limiting circuit breakers shall be equal to Square D
Company "I -Limiter" Series.
Circuit breakers shall be conventional interrupting capacity
(unless otherwise noted) but in no case be less than the
following symmetrical amperes RMS.
CONVENTIONAL HIGH
FRAME SIZE/ INTERRUPTING INTERRUPTING CURRENT
VOLTAGE CAPACITY CAPACITY LIMITING
100AF/240V 10,000 AIC 65,000 AIC 200,000
AIC
225AF/240V 10,000 AIC 65,000 AIC 200,000
AIC
400AF/240V 42,000 AIC 65,000 AIC 200,000
AIC
600AF/240V 42,000 AIC 65,000 AIC 200,000
AIC
800AF/240V 42,000 AIC 65,000 AIC 200,000
AIC
1000AF ' /240V 42,000 AIC 65,000 AIC 200,000
AIC
1200AF/240V 42,000 AIC 65,000 AIC 200,000
AIC
10OAr/480V 14,000 AIC 25,000 AIC 200,000
AIC
225AF/480V 22,000 AIC 65,000 AIC 200,000
AIC
400AF./480V 30,000 AIC 35,000 AIC 200,000
AIC
600AF/480V 30,000 AIC 65,000 AIC 200,000
AIC
800AF/480V 30,000 AIC 65,000 AIC 200,000
AIC
1000AF /480V 30,000 AIC 65,000 AIC 200,000
AIC
'
1200AF/480V 50,000 AIC 65,000 AIC 200,000
AIC
2. 480/277 Volt Lighting Ponelboards:
All main circuit breakers shall be vertically mounted and
shall not be installed in branch breaker spaces. Circuit
breakers shall be bolt -on thermal - magnetic, molded case
circuit breakers. Breakers shall be 1, 2 or 3 pole with an
Integral crossbar to assure simultaneous opening of all poles
in multiple circuit. breakers. Breakers shall have an over -
center, tri -free, toggle -type operating machinist with quick -
make, quick -break action and positive handle indication.
Handles shall have "ON", "OFF" and "TRIPPED" positions.
Circuit breakers shall be UL listed in accordance with UL
Standard 489 and shall be rated 277 volts ac (single pole,
15-
30 amperes) or 480V277 volts ac (2 and 3 pole) with
continuous current ratings as noted on the plans.
Interrupting ratings shall be 14,000 rms symmetrical amperes
at 277 volts ac (single pole) or 480Y/277 volts ac (2 and
3
pole). Single pole, 15 and 20 ampere circuit breakers
intended to switch fluorescent lighting loads on a regular
basis shall carry the SWD marking. The lugs for terminating
conductors shall be rated at 75' c.
3. 240 Volt Lighting and Appliance Panelboard:
All main circuit breakers shall be vertically mounted and
shall not be installed in branch breaker spaces. Circuit
breakers shall be bolt -on thermal - magnetic, molded case
circuit breakers. Breakers shall be 1, 2, or 3 pole with an
integral crossbar to assure simultaneous. opening of all poles
in multiple circuit breakers. Breakers shall have an over -
center, tri -free, toggle -type operating machinist with quick -
make, quick -break action and positive handle indication.
Handles shall have "ON", "OFF" and "TRIPPED" positions.
Circuit breakers shall be UL listed in accordance with UL
standard 489 and shall be rated 240 volts ac maximum with
continuous current rating as noted on the plans. The lugs for
terminating conductors shall be rated at 75' c.
Single pole 15 and 20 ampEp circuit breakers shall be UL
listed as "Switching Breakers at 120V ac and carry the SWD
marking.
UL Class A ground fault circuit protection shall be provided
on all receptacle circuits serving wet areas and on all 120V
oc branch circuits as specified on the plans or panelboard
schedule. This protection shall be an integral part of the
branch circuit breaker which also provides overload and short
circuit protection for branch circuit wiring. Tripping of a
branch circuit breaker containing ground fault circuit
interruption shall not disturb the feeder circuit to the
ponelboard. A single pole circuit breaker with integral
ground fault circuit interruption shall require no more
panelboard branch circuit space than a conventional circuit
breaker. Circuit breakers shall be rated 10,000 AIC at 240V
unless otherwise noted on plans.
B. Fusible Switches
All fusible switches shall be quick -make, quick -break with visible
blades and dual horsepower ratings. Switch handles shall physically
indicate "ON" and "OFF" positions. Switches shall be lockable only
in the "OFF" position and accept three industrial type heavy duty
padlocks. Switch covers and handles shall be interlocked to prevent
opening in the "ON" position. A means shall be provided to permit
authorized personnel to release the interlock for inspection
purposes. Switches shall include positive pressure rejection type
fuse clips for use with UL class R fuses and be UL labeled for
200,000 AIC. Class "J" fuses shall be UL labeled for 200,000 AIC.
The lugs for terminating conductors shall be rated at 75' c.
C. Cabinets and Fronts
The panelboard bus assembly shall be -enclosed in a steel cabinet
with multiple knockouts. The rigidity and gauge of steel to be as
specified in UL Standard 50 for cabinets. Wiring gutter space shall
be in accordance with UL Standard 67 for ponelboards. The box
shall be fabricated from galvanized steel or equivalent rust resistant
steel. Each front shall include a door and have a flush, cylinder
tumbler -type lock with catch and spring-loaded stainless steel door
pull. All ponelboard lock shall be keyed alike. Fronts shall have
adjustable indicating trim clamps which shall be completely
concealed when the doors are closed. Doors shall be mounted with
completely concealed steel hinges. 600A ponelboard front shall have
exposed trim clamps. A circuit directory frame and card with a
clear plastic covering shall be provided on the inside of the door.
Where required by local code, provide Nema 3R enclosure where
installed in a sprinklered area.
D. Safety Barrier
The distribution panelboard interior assembly shall be dead front
with panelboard front removed. Main lugs or main breakers shall
have barriers on five sides. The barrier in front of the main lugs
shall be hinged to a fixed part of the interior. The end of the bus
structure opposite the mains shall have barriers.
E. Integrated Equipment Short Circuit Rating
Each ponelboard, as a complete unit, shall have a short circuit
current rating equal to or greater than the integrated equipment
rating shown on the panelboard schedule or on the plans. This
rating shall be established by testing with the over -current devices
mounted in the ponelboard. The short circuit tests on the over -
current devices and on the ponelboard structure shall be made
simultaneously by connecting the fault to each over -current device
with the panelboard connected to its rated voltage source. Method
of testing shall be per Underwriters Laboratories Standard UL 67.
The source shall be capable of supplying the specified panelboard
short circuit current or greater. Testing of panelboard over -
current devices for short circuit rating only while individually
mounted is not acceptable. Also, testing of the bus structure alone
is not acceptable. Ponelboards shall be marked with their maximum
short circuit current rating at the supply voltage and shall be UL
listed.
2-11 MANUAL MOTOR STARTERS:
Manual starters shall consist of a manually operated toggle switch
equipped with melting alloy type thermal overload relay. Thermal unit
shall be of one-piece construction and interchangeable. Starter shall be
inoperative if thermal unit is removed. Contacts shall be double break,
silver alloy, visible from both sides of starter. Manual starters shall
be Square "D" class 2510 or 2512 or approved equal. Provide the size
and number of poles shall be as shown and required by equipment
served. Furnish red pilot light as indicated.
All manual motor starter enclosures shall be NEMA 1, general purpose
enclosures, unless shown otherwise. Provide Nema 3R enclosure where
installed outside or in a sprinklered area when required by local code.
MOTOR CONNECTIONS: Provide electrical and grounding connections to
motors as indicated. Connections as follows:
1. Not less than 18 inch length of Sealtite, extending from motor
connection box to motor branch circuit conduit on outdoor and wet
locations. Provide Greenfield for inside dry locations.
2. Install connections mechanically secure, assuring electrical
continuity, proper and effective grounding.
INSTALLATION OF MOTOR STARTER
Install motor starters in accordance with the manufacturer's written
instructions, the applicable requirements of the NEC and the NECA's
"Standard of Installation", and recognized industry practices to ensure
that products serve the intended function.
2-12 CURRENT - LIMITING FUSES:
Provide 200,000 amp interrupting capacity current limiting fuses of
the ampacity and voltage indicated and scheduled.
Upon completion of the building the contractor shall provide the
owner with spare fuses as shown below.
A. 10% (minimum of 3) of each type and rating of installed fuses
shall be supplied as spares.
B. BUSSMAN spare fuse cabinets - Catalog No. SFC - shall be
provided to store the above spares.
Mains, Feeders and Branch Circuits
1. Circuits 0 to 600 ampere shall be protected by current
limiting BUSSMAN LOW -PEAK Dual Element Fuses, LPJ. All dual -
element fuses shall have separate overload and short-circuit
elements. Fuse shall incorporate a spring activated thermal
overload element having a 284 degree Fahrenheit melting point
alloy and shall be independent of the short-circuited clearing
chamber. The fuse must hold 500% of rated current for a
minimum of 10 seconds and listed by Underwriters' Laboratories
Inc., with an interrupting rating of 200,000 amperes r.m.s.
symmetrical. The fuses shall be UL Class J.
2-13 SAFETY AND DISCONNECT SWITCH:
A. Products shall be designed, manufactured, tested and installed in
compliance with applicable standards.
1. NEMA KS1 - Enclosed switches
2. Federal specification W -S -865C -Heavy duty switches
Products shall conform all applicable UL standards, including UL98
(standard for safety, enclosed and dead front switches) and shall
be UL -labeled.
Acceptable manufacturers are:
General Electric Company, Square D Company, or Siemens.
Furnish and install heavy duty type safety switches with the number
of switched poles as indicated on the plans and specifications. All
safety switches shall be NEMA Heavy Duty Type HID, and
Underwriters Laboratories listed.
B. Switch Interior
All switches shall have switch blades which are fully visible in the
"OFF" position when the door is open. Switches shall have removable
arc suppressor where necessary, to permit easy access to line side
lugs. Lugs shall be front removable and UL listed for 60'C and 75*C
copper aluminum cables. All switches blades and contacts shall be
plated copper.
C. Switch Mechanism
Switches shall have a quick -make and quick -break operating handle
and mechanism which shall be an integral part of the box, not the
cover. Padlocking provisions shall be provided for locking in the
"OFF" position with at least three padlocks. Switches shall have a
dual cover interlock to prevent unauthorized opening of the switch
door when the handle is in the "ON" position, and to prevent closing
of the switch mechanism with the door open. A means shall be
provided to permit authorized personnel to release the interlock for
inspection purposes. Handle position shall indicate if switch is
"ON" or "OFF".
D. Neutral
Provide a solid neu tral with the safety switch where a neutral is
present in the circuit.
E. Ratings
Switches shall be horsepower rated for ac and/or dc as indicated by
the plans. The fused switches shall have Class R rejection fuse
clips when required. Adjust load side terminal block as required to
accept Class J fuses. UL listed short circuit ratings of the
switches, when equipped with Class R or Class J fuses, shall be
200,000 symmetrical amperes.
F. Enclosures
1. Indoor switches shall be furnished in NEMA 1 enclosures.
2. Outdoor switches, switches located in wet areas, or inside a
sprinkled area shall be furnished in NEMA 3R enclosures.
G. Service Entrance
Switch shall be suitable for use as service entrance equipment
when installed in accordance with the National Electrical Code.
H. Hubs: Provide bolt -on hubs for rainproof or wet area applications.
2-14 LIGHTING FIXTURES:
All fixtures shall conform to (311 applicable UL standards and shall be
UL label including damp and wet location ratings.
All fluorescent ballasts shall comply with certified ballast manufacture
(CBM) standard and CBM labeled.
Acceptable manufacturers for ballasts are Advance Transformer
Company or Magnetek Universal Manufacturing.
Acceptable manufacturers for lamps are General Electric Company,
Osram-Sylvania or North American Philips. General Electric "Constant
Color" is the only MR -16 lamp acceptable.
Provide the size, type and rating of each light fixture shown and
scheduled. All light fixtures shall be complete with reflectors, lens,
trim rings, flanges, lamps, lamp holders, ballast, starters, fuses wiring,
earthquake clips, etc. to provide a complete functioning light fixture.
A. Lighting Fixture Types:
1. Fluorescent Fixtures
a. Fixture ballast and lamp holders shall be pre -wired and
installed. Fixture shall be equipped with a top access
plate with knockouts for conduit entry. Fixture shall
also include knockouts at each end plate for conduit
entry.
b. Provide 1100 lumen battery packs for emergency operation
when specified.
2. LED Fixtures
a. Fixtures shall be pre -wired equipped with frame in kit
and a integral thermal protection required by UL for
recessed fixtures.
b. Provide appropriate trim rings for recessed mounted
fixtures compatible with the ceiling in which the
fixture is installed.
3. High Intensity Discharge Fixtures (HID)
a. Fixtures shall be pre -wired with frame -in kit and
integral thermal protection required by UL for recessed
fixtures. Ballast shall be encased and potted and
mounted on the frame -in kit.
b. Provide remote ballast mounted on a separate mounting
plate where indicated or scheduled. Ballast shall
include a splice box.
c. Provide a heat resistant glass shield below the lamp to
contain lamp glass envelope and ARC tube to prevent them
from falling to the floor and causing damage to life and
property. Lamps rated for open bottom fixtures may be
used in lieu of the glass shield if approved by the
engineer.
d. Provide a fuse and fuse holder installed on the line
side of each ballast to prevent branch circuit from
tripping due to a faulty ballast. The fuse and fuse
holder shall be mounted in a junction box for recessed
fixtures and in the base of all poles. The fuse holder
shall be waterproof when installed in damp or wet
locations. Fuse size and type shall be as recommended
by ballast manufacturer.
4. Exit signs
a. Exit signs shall meet all federal, state and local
codes.
b. Provide fire alarm interface relay when required to
flash exit signs.
c. Provide battery packs for emergency operation when
specified.
B. Ballasts - Coordinate with Light Fixture Schedule
1. Fluorescent
a. Electronic ballast shall be high power factor (90%
minimum), operate lamp at 20 KHZ, less than 20% total
harmonic content, full light output, crest factor less
than 1.6%, parrel lamp configuration, multi -lamp, class
"P" thermally protected, sound "A" rating, encased and
potted and 50 degrees F minimum starting temperature.
Provide 5 year warranty parts and labor. Ballast shall
be Advanced Mark V or Magnetek HP Series.
b. Magnetic ballast shall be energy saving, high power
factor, rapid start, class P thermally protected,
encased and potted, sound "A" rating, and a 60 degree F
temperature rating. Ballast shall be CBM certified by
an ETL and UL approved. Ballast shall be Advance Mark
III or equal by Magnetek Universal.
c. All outdoor ballast unless otherwise noted shall be high
power factor, rapid start, class P thermally protected,
encased and potted, sound rating B and a 0 degrees F
temperature rating. Ballast shall be CBM certified by
an ETL and UL approved.
d. Provide suitable dimming ballast where indicated.
e. Compact fluorescent ballast shall be high power factor,
sound rating "A" and UL approved.
2. HID
a. Provide high power factor, constant wattage auto -
transformer with a -20 degree F temperature rating.
Ballast shall have a sound rating of "B" for lamps less
than 400 watts. Ballast for recessed downlights or
located remotely shall be encased and potted and shall
be provided with a splice box. Provide 120 volt top for
auxiliary lamp when specified.
C. Lamps - Coordinate with Light Fixture Schedule
1. F032T8 fluorescent lamps shall be 32 watt energy saving and
4100 degree K.
D. Coordination
1 . The contractor shall verify the type of fixtures with the
ceiling types as indicated on the drawings. Any discrepancies
shall immediately be brought to BCEI's attention
before the contractor places his order and accepts delivery.
Fixtures shall fit exact in the type of ceiling scheduled.
Provide piaster frames, trim rings and other accessories
required for a correct fit.
2. Provide supports attached to structural member to support
fixtures when the ceiling system cannot maintain support.
Provide separate supports for all recessed ceiling mounted HID
fixtures.
3. Refer to architectural reflected ceiling plan for the exact
location of all light fixtures. Notify the architect for any
discrepancies or conflicts with structural architectural,
mechanical piping or ductwork before installation.
E. Mounting
1. Pendant or surface mounted fixture shall be provided with
required mounting devices and accessories, including hickeys
and stud -extensions, ball -aligners, canopies and stems.
Locations of fixtures in mechanical areas shall be coordinated
with mechanical contractor. Mounting stems of pendant
fixtures shall be of the correct length to uniformly maintain
the fixture heights shown on the drawings or established in
the field. The allowable variation tolerance in mounting
individual fixtures shall not exceed 1/4 inch and shall not
vary more than 1/2 inch from the floor mounting height shown
on the Drawings. Fixtures hung in continuous runs shall be
installed absolutely level and in line with each other.
Hanging devices shall comply with Code requirements. Fixtures
shall employ single - not twin - stem hangers unless otherwise
noted.
2. All structure mounted fixtures (i.e. bracket mounted, pipe
mounted and surface mounted) shall be provided with cables of
suitable size and weight to support the weight of the fixture.
Cables shall be fastened around or fastened to the housing of
the fixture. On pendant fixtures, one safety cable of
suitable size and weight to support the weight of the fixture
assembly shall connect the top of the pendant to the
supporting structure by means of welding or bolting, and one
safety cable shall connect the housing of the fixture to the
bottom of the pendant. Where more than one pendant per
fixture occurs, only one pendant must be cabled. Track
fixtures for pendant mounted track shall also be supplied with
clip -on safety cables of suitable size and weight to support
the weight of the fixture.
F. Electrical Connection
1. All light fixtures installed in an accessible suspended
ceiling shall be connected from a branch circuit junction box
using 1/2" flexible metal conduit fixture pigtails not
exceeding 6'- 0". All fixtures must be grounded by using a
grounding conductor or the conduit system. Fixture to fixture
wiring of fixtures installed in an accessible ceiling is not
permitted.
G. Fire Rated Ceiling
1. Provide fire rated canopy or enclosure for all fixtures
recessed in a fire rated ceiling. The fire rated canopy or
enclosure shall be as required by the UL design number listed
in the UL fire resistance directory. Refer to architectural
drawing for the UL design number. Coordinate with ceiling
installer and manufacturer.
H. Air Handling Fixtures
1. Install all air handling light fixtures with return air slot
in the open position, if it is to be as an air handling
fixture. Coordinate with mechanical contractor.
1. Final Inspection:
1. Remove all plastic and protective coating from all fixtures.
Fixtures shall be thoroughly cleaned. Replace any damaged
fixture or fixture parts including reflectors, louvers, lens
and metal parts that show signs of corrosion.
2. All final incandescent lamps used during construction shall be
replaced with new lamps. Replace all other defective ballast,
lamps or discolored lamps, showing signs of excessive usage.
3. Demonstrate proper operation of all fixtures and controls.
2-15 ELECTRICAL SERVICE ENTRANCE:
A. POWER SOURCE: SMUD.
B. SOURCE VOLTAGE: 480/277 volt 30, 4w
C. Field coordinate exact requirements and include in bid.
2-15 TELEPHONE RACEWAY SYSTEM
A. Not Applicable.
2-16 MISCELLANEOUS ELECTRICAL CONTROLS AND WIRING
A. The types of miscellaneous control devices and wiring include but
not limited to the following.
1. Contactors
2. Relays
3. Photocells
4. Time switches
5. Additional control wiring and safety devices as shown and
specified.
Various control devices, of an electrical nature, for the safe
operation and temperature control of the heating, ventilating, air
conditioning and plumbing systems are provided under Division 15.
All other control wiring and conduit shall be provided by Division 16.
B. CONTACTORS AND RELAYS: Provide contactors; and relays with the
number of poles, ampere -rating, control wiring as required, is shown
and specified for a complete function system. Acceptable
manufacturers are General Electric Company, Square D Company, and
Automatic Switch Company. Provide 2 -wire or 3 -wire
control modules as required to operate lighting contactors.
C. Control wiring shall be not less than #14 AWG type TW, and shall be
color coded and labeled with Brady markers throughout. Bundle
multiple conductors with Ty-Rops.
2-17 UNINTERRUPTED POWER SUPPLY (UPS)
A. UPS modules shall be owner -furnished.
B. Electrical Contractor shall be responsible for receiving and setting the UPS modules and
associated system cabinets.
C. FIELD QUALITY CONTROL: Assist as needed an owner engaged factory -authorized service
representative to supervise UPS installation, startup, and preliminary testing and adjustment.
Participate in final tests, inspections, and adjustments. All testing shall be by an independent
third -party hired by the Electrical Contractor.
D. Contractor shall obtain from BCE1 a copy of the UPS submittal. Contractor shall be
responsible for coordinating with shop drawings all installation requirements for a complete
installation.
2-18 AUTOMATIC TRANSFER SWITCHES (ATS)
A. Automatic Transfer Switches shall be owner -furnished.
B. Electrical Contractor shall be responsible for receiving and setting the Automatic Transfer
Switches.
C. TESTING: Electrical Contractor shall assist in the testing of the Automatic Transfer Switches.
D. Contractor shall obtain from BCEI a copy of the UPS submittal. Contractor shall be
responsible for coordinating with shop drawings all installation requirements for a complete
installation.
2-19 REMOTE POWER PANELS (RPP)
A. RPPs shall be owner -furnished.
B. Electrical Contractor shall be responsible for receiving and setting the RPPs.
C. TESTING: Electrical Contractor shall assist in the testing of the Automatic Transfer Switches.
D. Contractor shall obtain from BCEI a copy of the UPS submittal. Contractor shall be
responsible for coordinating with shop drawings all installation requirements for a complete
installation.
2-20 POWER DISTRIBUTION UNITS (PDU)
A. PDUs shall be owner -furnished.
B. Electrical Contractor shall be responsible for receiving and setting the PDUs.
C. FIELD QUALITY CONTROL: Assist as needed an owner engaged factory -authorized service
representative to supervise UPS installation, startup, and preliminary testing and adjustment.
Participate in final tests, inspections, and adjustments. All testing shall be by an independent
third -party hired by the Electrical Contractor.
D. Contractor shall obtain from BCEl a copy of the UPS submittal. Contractor shall be
responsible for coordinating with shop drawings all installation requirements for a complete
installation.
END OF SECTION
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(D PROVIDE CONTROL WIRING BETWEEN ATS AND GENERATOR SYSTEM PLC.
COORDINATE ALL REQUIREMENTS WITH MTU SYSTEM REQUIREMENTS.
(�) UTILIZE EXISTING BREAKER.
(�) PROVIDE NEW BREAKER IN EXISTING SPACE TO MATCH EXISTING PANEL
MANUFACTURER AND RATINGS.
10 CABLING PROVIDED BY EQUIPMENT MANUFACTURER, INSTALLED BY
ELECTRICAL CONTRACTOR.
j(D REFER TO GROUNDING ONE LINE DIAGRAM E1.2A FOR ADDITIONAL
INFORMATION.
G) UNIT MOUNTED DISCONNECT PROVIDED WITH EQUIPMENT (TYPICAL FOR
ALL CRAC'S/ERP'S/CONDENSERS UNLESS OTHERWISE NOTED).
0 PROVIDE NEMA 1 PULL BOX SIZED PER NEC REQUIREMENTS LOCATED
ABOVE EQUIPMENT.
1. REFER TO GENERAL ELECTRICAL NOTES, SYMBOLS, AND ABBREVIATIONS
SHEET EO.1 FOR ALL SYMBOLS ON THIS SHEET.
2. REFER TO SHEETS EO.2 AND EO.3 FOR ELECTRICAL SPECIFICATIONS.
3. GROUND UPS EQUIPMENT AS RECOMMENDED BY MANUFACTURER, AS
SHOWN ON SHEET E1.2 AND REQUIRED PER N.E.C.
4. PROVIDE CONTROL WIRING BETWEEN UPS AND MAINTENANCE BYPASS
CABINET PER MANUFACTURER'S RECOMMENDATIONS.
5. PROVIDE CONTROL WIRING BETWEEN UPS AND BATTERY CABINETS PER
MANUFACTURER'S RECOMMENDATIONS.
6. PROVIDE CONTROL WIRING BIETWEEN NEW UPSC1000 AND PDUC1000.
7. PROVIDE CONTROL WIRING BETWEEN NEW UPSD1000 AND PDUD1000.
8. PROVIDE CONTROL WIRING BETWEEN UPSA1000 AND NEW PDUA2000.
9. PROVIDE CONTROL WIRING BETWEEN UPSB1000 AND NEW PDUB2000.
10. REFER TO SHEET E4.1 FOR FEEDER SCHEDULES, LOAD ANALYSIS,
11. PHASE ROTATION SHALL BE A -B -C CLOCKWISE THROUGHOUT SYSTEM.
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1. REFER TO GENERAL ELECTRICAL NOTES, SYMBOLS, AND ABBREVIATIONS
SHEET EO.1 FOR ALL SYMBOLS ON THIS SHEET.
2. REFER TO SHEETS EO.2 AND EO.3 FOR ELECTRICAL SPECIFICATIONS.
3. REFER TO SHEETS E4.1 AND E4.2 FOR FEEDER SCHEDULES, LOAD
E.
4. PHASE ROTATION SHALL BE A -B -C CLOCKWISE THROUGHOUT SYSTEM.
(D UNIT MOUNTED DISCONNECT PROVIDED WITH EQUIPMENT (TYPICAL FOR
.
ALL CRAC'S/ERP'S/CONDENSERS UNLESS OTHERWISE NOTED).
QPROVIDE NEMA 1 PULL BOX SIZED PER NEC REQUIREMENTS LOCATED
ABOVE EQUIPMENT.
(�) PROVIDE NEMA 1 PULL BOX SIZED PER NEC REQUIREMENTS LOCATED
ABOVE ORIGINATING EQUIPMENT. PROVIDE HEAT SHRINK ON
UTURE CONNECTION.
0 PROVIDE NEMA 1 PULL BOX SIZED PER NEC REQUIREMENTS UNDER
RAISED FLOOR FOR CONNECTION TO FUTURE RPPS. JUNCTION BOXES
SHALL BE INSTALLED TO NOT INHIBIT FUTURE INSTALLATION OF RPP
CONDUITS. INSTALL CONDUCTORS TO PULL BOX AND PROVIDE HEAT
SHRINK ON CONDUCTOR ENDS. COORDINATE EXACT LOCATION WITH
BCEI PRIOR TO INSTALLATION.
(�) PROVIDE NEMA 1 PULL BOX SIZED PER NEC REQUIREMENTS UNDER
RAISED FLOOR FOR FUTURE REFEED TO RPP. JUNCTION BOXES SHALL
BE INSTALLED TO NOT INHIBIT FUTURE INSTALLATION OF RPP
CONDUITS. COORDINATE EXACT LOCATION WITH BCEI PRIOR TO
INSTALLATION.
I (:D REFER TO GROUNDING ONE LINE DIAGRAM El.2B FOR ADDITIONAL
INFORMATION.
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10400 Rodgers Road Ph: 281-374-8644
HOUSTON, TEXAS 77070 Fax: 281-374-8992
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BURR COMPUTER ENVIRONMENTS, INC.
EXISTING
EXISTING
'UPSA1000'
N -G LINK WHERE
REQUIRED BY I N
BUS
EQUIPMENT
MANUFACTURER
GROUND BUS
EXISTING
'UPSB1000'
N -G LINK WHERE
REQUIRED BY NEUTRAL BUS
EQUIPMENT
MANUFACTURER
GROUND BUS
'UPSC1000,
N -G LINK WHERE
REQUIRED BY NEUTRAL BUS
EQUIPMENT
MANUFACTURER
GROUND BUS
'UPSD1000'
N -G LINK WHERE
REQUIRED BY NEUTRAL BUS
EQUIPMENT
MANUFACTURER
GROUND BUS
EXISTING
'TRNC1000' (75kVA)
Ay
Tl 1000'
EXISTING EXISTING
MOUNTING: HORIZONTAL AT 8'-0" ABOVE RAISED FLOOR
'TRND1000' (75kVA)
LOCATION: DATA HALL
EXISTING EXISTING
'MSBO1000' 'GSB01000'
A
N -G LINK
P A N
NEUTRAL BUS NEUTRAL BUS
EXISTING F
lei
'PDUA1000' (500kVA) 10 0 1 0 0-1170 _01 Fe I
c
GROUND BUS N -G LINK GROUND BUS
F 0 0 Le 0. 0 101LO) 0 101(01 0
ABOVEGRADE I
EXISTING
'GSB02000' BELOW GRADE!
N -G LINK
00
_"'�,NEUTRAL BUS coo 0
EXISTING WATER SERVICE
'PDUB1000' (500kVA) ENTRANCE PIPING
00 00 ku
IL ::jI 00
00
GROUND BUS 00 m 5�
A i i T CD 0
j- 0 0
_j C:)
G 02'F -T
10'-0" (TYP.) 0 G002
EXISTING
'PDUC1000' (500kVA)
c'Q5
L: A if I
ABOVE RAISED FLOOR
Ay, BELOW RAISED FLOOR
L
EXISTING CABLE TRAY I
0 0
'PDUD1000' (500kVA) ABOVE RAISED 1 0
FLOOR
0) H111 0)
7'
i of 0
EXISTING
GENERATOR 'GEN01000'
GOO:2)--,:��
_�_EXOTHERMIC WELD TO NEW REBAR
EXISTING LOCATED IN NEW CONCRETE SLAB
GENERATOR 'GEN02000' AT EQUIPMENT YARD PER NEC
--CGOO�2�,,,�_)
_�_EXOTHERMIC WELD TO NEW REBAR
41]
FUTURE GENERATOR LOCATED IN NEW CONCRETE SLAB
'GEN03000' AT EQUIPMENT YARD PER NEC
r- - - - - - - --
G 002
4Ill
'-EXOTHERMIC WELD TO NEW REBAR
FUTURE GENERATOR LOCATED IN NEW CONCRETE SLAB
'GEN04000' AT EQUIPMENT YARD PER NEC
r- - - - - - - --
Goo
41il
'--EXOTHERMIC WELD TO NEW REBAR
FUTURE GENERATOR LOCATED IN NEW CONCRETE SLAB
'GEN05000' AT EQUIPMENT YARD PER NEC
I
Goo
41il
E XOTHERMIC WELD TO NEW REBAR
FUTURE GENERATOR LOCATED IN NEW CONCRETE SLAB
'GEN06000', AT EQUIPMENT YARD PER NEC
F -----
I
Goo
\-EXOTHERMIC WELD TO NEW REBAR
LOCATED IN NEW CONCRETE SLAB
AT EQUIPMENT YARD PER NEC
NOTE: BOND EACH GENERATOR
FUEL TANK TO REBAR IN
CONCRETE SLAB UTILIZING
"GO02" CONDUCTOR.
REFER TO GROUNDING PLAN
FOR GROUND ROD AND TEST
WELL LOCATIONS AND
QUANTITIES
VERIFY WITH OWNER
QUANTITY OF RACKS TO BE
INSTALLED IN EACH ROW.
(TYPICAL)
EQUIP.
ROW 1 RACK
L_ —
'EFG01000' EXISTING
MOUNTING: HORIZONTAL BELOW RAISED FLOOR
LOCATION: DATA HALL
P A N
1 0 0 0 0 70 70 70 170 0 0 0 0 0 0 0 0 . r.] 17. 70 70 0 0 0 0
a 0 0 0 0 1011 0 0 0 0 0 0 0 0 0 I� Foo 0 i 0 0 0 0 0
1 7 _01 L!J
L— — __ — — I
Y,
L-------
0 0
__1 i I
p
F_
EQUIP. 0
RACK 0 lymp,5
0 0 F_
EQUIP.
I EQUIP. ROW 5
0 0 RACK RACK
A
N
I
F_ __1
F__ -07,
F_ -7
F_ __1
EQUIP.
ROW 2 RACK
EQUIP.
RACK
EQUIP.
RACK
MG01000"
0 0 0 o
0
no
0:
Fe— 9 F
0
0
0 .01 0
1 0
0 0
ol
o
0
F;
0 0! all, I
c 0 c
EXISTING
0 0 0
0
lei
F_ __1
Z)
o ji 0
-0! 0
0 i 0 i 0 1
0
0
a 0 i I*
0 C,
MOUNTING: 8'-0" ABOVE FINISHED FLOOR
LOCATION: ELECTRICAL
CG 0 1 D1
CG (0 1
G01 1
�61 1
F_
-7
ROOM
F_ __1
EQUIP.
ROW 4 RACK
EQUIP.
RACK
EQUIP.
RACK
EQUIP.
RACK ROW 8
00 00
(GC1 1
6-0 1 '1�
nn� Lo
0
0 CD 0
CD
0
0
0
0
0
00
1000 CO
-D 1 1
1 (CD
D
0
0 C -D
0
0 0
0 0
00
00 00
'CD
0
0
0 0 10;
'0
0
0; 1 0 0 0
C -D i I D 0! (D
0
I -D
0
0
RE:
SHEET
E1.2B
EXISTING
'TRNC1000' (75kVA)
Ay
Tl 1000'
EXISTING EXISTING
MOUNTING: HORIZONTAL AT 8'-0" ABOVE RAISED FLOOR
'TRND1000' (75kVA)
LOCATION: DATA HALL
EXISTING EXISTING
'MSBO1000' 'GSB01000'
A
N -G LINK
P A N
NEUTRAL BUS NEUTRAL BUS
EXISTING F
lei
'PDUA1000' (500kVA) 10 0 1 0 0-1170 _01 Fe I
c
GROUND BUS N -G LINK GROUND BUS
F 0 0 Le 0. 0 101LO) 0 101(01 0
ABOVEGRADE I
EXISTING
'GSB02000' BELOW GRADE!
N -G LINK
00
_"'�,NEUTRAL BUS coo 0
EXISTING WATER SERVICE
'PDUB1000' (500kVA) ENTRANCE PIPING
00 00 ku
IL ::jI 00
00
GROUND BUS 00 m 5�
A i i T CD 0
j- 0 0
_j C:)
G 02'F -T
10'-0" (TYP.) 0 G002
EXISTING
'PDUC1000' (500kVA)
c'Q5
L: A if I
ABOVE RAISED FLOOR
Ay, BELOW RAISED FLOOR
L
EXISTING CABLE TRAY I
0 0
'PDUD1000' (500kVA) ABOVE RAISED 1 0
FLOOR
0) H111 0)
7'
i of 0
EXISTING
GENERATOR 'GEN01000'
GOO:2)--,:��
_�_EXOTHERMIC WELD TO NEW REBAR
EXISTING LOCATED IN NEW CONCRETE SLAB
GENERATOR 'GEN02000' AT EQUIPMENT YARD PER NEC
--CGOO�2�,,,�_)
_�_EXOTHERMIC WELD TO NEW REBAR
41]
FUTURE GENERATOR LOCATED IN NEW CONCRETE SLAB
'GEN03000' AT EQUIPMENT YARD PER NEC
r- - - - - - - --
G 002
4Ill
'-EXOTHERMIC WELD TO NEW REBAR
FUTURE GENERATOR LOCATED IN NEW CONCRETE SLAB
'GEN04000' AT EQUIPMENT YARD PER NEC
r- - - - - - - --
Goo
41il
'--EXOTHERMIC WELD TO NEW REBAR
FUTURE GENERATOR LOCATED IN NEW CONCRETE SLAB
'GEN05000' AT EQUIPMENT YARD PER NEC
I
Goo
41il
E XOTHERMIC WELD TO NEW REBAR
FUTURE GENERATOR LOCATED IN NEW CONCRETE SLAB
'GEN06000', AT EQUIPMENT YARD PER NEC
F -----
I
Goo
\-EXOTHERMIC WELD TO NEW REBAR
LOCATED IN NEW CONCRETE SLAB
AT EQUIPMENT YARD PER NEC
NOTE: BOND EACH GENERATOR
FUEL TANK TO REBAR IN
CONCRETE SLAB UTILIZING
"GO02" CONDUCTOR.
REFER TO GROUNDING PLAN
FOR GROUND ROD AND TEST
WELL LOCATIONS AND
QUANTITIES
VERIFY WITH OWNER
QUANTITY OF RACKS TO BE
INSTALLED IN EACH ROW.
(TYPICAL)
EQUIP.
ROW 1 RACK
L_ —
'EFG01000' EXISTING
MOUNTING: HORIZONTAL BELOW RAISED FLOOR
LOCATION: DATA HALL
P A N
1 0 0 0 0 70 70 70 170 0 0 0 0 0 0 0 0 . r.] 17. 70 70 0 0 0 0
a 0 0 0 0 1011 0 0 0 0 0 0 0 0 0 I� Foo 0 i 0 0 0 0 0
1 7 _01 L!J
L— — __ — — I
Y,
L-------
0 0
__1 i I
'�) ! '/-� I I
___1 ___1
F_
EQUIP. 0
RACK 0 lymp,5
0 0 F_
EQUIP.
I EQUIP. ROW 5
0 0 RACK RACK
00 COD
�(OD 0
CG�1'1)
CG(OIDI
GOI 1
G01 1
I L
F_ __1
r- -7
F_ -7
F_ __1
EQUIP.
ROW 2 RACK
EQUIP.
RACK
EQUIP.
RACK
EQUIP, ROW 6
RACK
(—Go 1-1--)
LGO1 i
6_01,J)
G01 1
F_ ___1
F_ __1
F_
F_ __1
ROW 3 1 EQUIP.
RACK
EQUIP.
RACK
EQUIP.
RACK
EQUIP.
PACK ROW 7
CG 0 1 D1
CG (0 1
G01 1
�61 1
F_
-7
__1
F_ __1
EQUIP.
ROW 4 RACK
EQUIP.
RACK
EQUIP.
RACK
EQUIP.
RACK ROW 8
G01 1 ,
-T)
(GC1 1
6-0 1 '1�
G01 1
-A _q%� rmv& I A r A A A
GROLPOM OW-LNE U-1AGRAM—EA"OtS "'t"NO LJO*ATA HALL I
El .2 1 NOT TO SCALE
N*-�
— I I
—1
TBG01000', EXISTING
MOUNTING: INSIDE FIBER BOX
LOCATION: MECH-1
P !A N I
0 C.", (D
0
0 0 0 0 c 0
'EFG02000'
EXISTING
MOUNTING: HORIZONTAL BELOW RAISED FLOOR
LOCATION: MMR1
P A N I
0 0 0 0 0 0 0
L!j
'FBG02000' EXISTING
MOUNTING: INSIDE FIBER BOX
LOCATION: UPS ROOM
P N I
0 0 013C'.0c,
n 0 0 0 0 0 c
I 'EFG03000' EXISTING
MOUNTING: HORIZONTAL BELOW RAISED FLOOR
LOCATION: MMR2
P JA N I
1) 0 0 0 0 0
1 0
0 L!j o " '3 0 c 0
IRFG01000' EXISTING
MOUNTING: HORIZONTAL BELOW RAISED FLOOR
LOCATION: DATA HALL
P IA N .1
0 0 0 r. ] 170 0 0
0 10] 0 0 loll* 0 0
0
METAL
DOOR
COMPUTER ROOM
FRAMEj
RAISED FLOOR
GROUND GRID
GO
0
G012
GO.(
07 ) �7,
[6-�_GOO7
CGO 1 D2 E RPP
EQUIPMEN)
GO, 3 TYP.
j
r
��007)-Lt-
HVAC
I EQUIPMEJ
[P-CGOO
CG 0 0 7 _��OD7
UL LISTED 'C' OR 'H' TAP
COMPRESSION FITTING (TYP. WHERE
SHOWN ON THIS SHEET).
1. REFER TO SHEET E1.2B FOR GROUNDING GENERAL NOTES AND GROUNDING CONDUCTOR
SCHEDULE.
LEGEND
- - - - - - EXISTING TO REMAIN
.......... FUTURE
NEW
8 R, FA PAO 7 E
?�RMITAND
0
P-PROVAL 10
euiQVIRm;
R E C� E I VIE! ),
CITY OF TUKVALA
SEP 15 2016
PERMIT CENTER
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DRAWN: WAM
REVIEWED: RWB
PROJECT NO.: C1395.00
11 t1e2A
OF BURR COMPUTER ENVIRONMENTS, INC.
�� | � | �J | T
� | �� | �� | �
. . .
(COM000-T (00 _r(,o) no
101 101 0
-------------------------------------------------------------------------
-------------------------------------------------------------------------
N-G LINK WHERE--~
x�uu
� ``
~~ | | | | | | | | | REQUIRED | NEUTRAL BUS | |
- `�| ' | | | | [------------------------- '
��|p�N | | �--�--� / | | | | | | r -------------------MANUFACTURER
MANUFACTURER | | / | | | | | . | | |
| GROUND BUS | / | | | | | | | |
[----------------1 / | | | | | | | |
' | | /nnu�v«v | | | | | |
' | | | | | | |
FUTURE 'UPSB2000| |
' | | ' ' ' FUTURE '�SBOJOOO' | | |
N -G LINK WHERE--~ '� | | | | | N � LINK
FUTURE WSBO2OOO | [-----------------'� � | |
REQUIRED BY �`. `NEUTRAL BUS | | | | | -
EQUIPMENT ��/ r ----4-------J | | | | �`` rNEUTRAL BUS | | | ' NEUTRAL BUS | | | |
E' � / | | | | ��/ -4 -J | ' -4 -J
MANUFACTURER | | | | | | | | r-- | ----- | ��| r--- | ------ � |
| GROUND --- | | | pDUA2OOO | | | ~��'~~~~~�p� | 1''' �»-^~~~~~��^ | |
i-----~--1 | | | | � GROUND BUS ] �� LINK GROUND �0 ND B� ] |
| | | | -------- -------- | ABOVE GRADE |
FUTURE 'UP3C�O ' | | | | FUTURE 'GS804000' | --___-__-�_-
N_G LINK WHERE_�. -- ��vvv | | | | N-� UNK--. -] | BELOW GRADE'
REQUIRED BY 1` ~^~~�~~ ' | | | | [`^ ' NEUTR�L BUS | | |
EQUIPMENT / ``��| NEUTRAL BUS | � | | | | �,| r---I-----------J /
' | �---�-------- r»uu2000
MANUFACTURER | |
| ^�~^ | | A | � GROUND BUS ' | ~� ^^ |
[_ GROUND BUS ] | | | [_ ] | ^� |
-------- | | | -------- �,1 |
| ~----- ~-----
. | | | 1O' -O^ �YP.\ | cz | ~/��-'� �OO2 \--IH��-'-� G002 �
FUTURE UPSD2000| FUTURE 'PDUC2000' | / ` ' |(D| ^- '~`~' `~----^' ��-� `~----~'
N-� LINK WHERE --. | ' '' l
`L ~~ / | �~
REQUIRED BY | ``��` NEUTRAL BUS | | F---'- -`-2---�
EQUIPMENT | ' i /` \ /
MANUFACTURER |
.am ~~^�mw�" | / ^--'� / ' ' |
GROUND BUSL____��__�
L________] |
FUTURE 'PDUD2000|
|
F-------� '
y-________�
|
L /
____��__J
GROUNDING CONDUCTOR SCHEDULE
MARK
CONDUCTOR SIZE
CONDUIT
SIIZE
99,
� ii'll m�_
_-W
mm
1-1/2'
(COM000-T (00 _r(,o) no
101 101 0
-------------------------------------------------------------------------
-------------------------------------------------------------------------
N-G LINK WHERE--~
x�uu
� ``
~~ | | | | | | | | | REQUIRED | NEUTRAL BUS | |
- `�| ' | | | | [------------------------- '
��|p�N | | �--�--� / | | | | | | r -------------------MANUFACTURER
MANUFACTURER | | / | | | | | . | | |
| GROUND BUS | / | | | | | | | |
[----------------1 / | | | | | | | |
' | | /nnu�v«v | | | | | |
' | | | | | | |
FUTURE 'UPSB2000| |
' | | ' ' ' FUTURE '�SBOJOOO' | | |
N -G LINK WHERE--~ '� | | | | | N � LINK
FUTURE WSBO2OOO | [-----------------'� � | |
REQUIRED BY �`. `NEUTRAL BUS | | | | | -
EQUIPMENT ��/ r ----4-------J | | | | �`` rNEUTRAL BUS | | | ' NEUTRAL BUS | | | |
E' � / | | | | ��/ -4 -J | ' -4 -J
MANUFACTURER | | | | | | | | r-- | ----- | ��| r--- | ------ � |
| GROUND --- | | | pDUA2OOO | | | ~��'~~~~~�p� | 1''' �»-^~~~~~��^ | |
i-----~--1 | | | | � GROUND BUS ] �� LINK GROUND �0 ND B� ] |
| | | | -------- -------- | ABOVE GRADE |
FUTURE 'UP3C�O ' | | | | FUTURE 'GS804000' | --___-__-�_-
N_G LINK WHERE_�. -- ��vvv | | | | N-� UNK--. -] | BELOW GRADE'
REQUIRED BY 1` ~^~~�~~ ' | | | | [`^ ' NEUTR�L BUS | | |
EQUIPMENT / ``��| NEUTRAL BUS | � | | | | �,| r---I-----------J /
' | �---�-------- r»uu2000
MANUFACTURER | |
| ^�~^ | | A | � GROUND BUS ' | ~� ^^ |
[_ GROUND BUS ] | | | [_ ] | ^� |
-------- | | | -------- �,1 |
| ~----- ~-----
. | | | 1O' -O^ �YP.\ | cz | ~/��-'� �OO2 \--IH��-'-� G002 �
FUTURE UPSD2000| FUTURE 'PDUC2000' | / ` ' |(D| ^- '~`~' `~----^' ��-� `~----~'
N-� LINK WHERE --. | ' '' l
`L ~~ / | �~
REQUIRED BY | ``��` NEUTRAL BUS | | F---'- -`-2---�
EQUIPMENT | ' i /` \ /
MANUFACTURER |
.am ~~^�mw�" | / ^--'� / ' ' |
GROUND BUSL____��__�
L________] |
FUTURE 'PDUD2000|
|
F-------� '
y-________�
|
L /
____��__J
GROUNDING CONDUCTOR SCHEDULE
MARK
CONDUCTOR SIZE
CONDUIT
SIIZE
REMARKS
G001
500kCIM
1-1/2'
BARE TINNED, PROVIDE SCHEDULE 80 PVAT EXTERIOR OF BUILDING
GOG2
500kCM
NONE
BARE TINNED
G003
5OOkCM
1-1 /2"
INSULATED
G0104
#11/0
1
INSULATED
G005
#6
3/4"
INSULATED
G006
#2
3/4"
INSULATED
G007
#4
NONE
BARE TINNED
G008
#4/0
V
INSULATED
G009
#4/0
NONE
INSULATED
G010
#2/0
NONE
INSULATED
G011
#6
NONE
INSULATED
G012
#2/0
NONE
BARE TINNED
G013
#2
NONE
INSULATED
G014
#2/0
11"
INSULATED
G015
#2/0
NONE
RHH/RHVV INSULATED
rim
MA
MA
m
W ir@igii
| |
�U�
| RACK |
| |
NOTE: ALL CONDUCTORS AR? =TRANDED COPPER WITH GrEEN INSULATION UNLESS NOTED OTHERWISE. ALL CORDUCTORS
LOCATED BENEATH THE RAISED FLOOR SHALL BE MARKED "FOR USE IN CABLE TRAYS" OR"FOR CT USE" PER NEC ART.
645.5(EX6)b. PROVIDE SCHEDULE 40 PVC CONDUIT INTERIOR TO THE BUILDING AND SCHEDULE 80 EXTERIOR TO THE BUILDING.
1. ALL BARS, LUGS AND CONDUCTORS PROVIDED BY ELECTRICAL CONTRACTOR UNLESS
NOTED OTHERWISE.
2. CONTRACTOR SHALL USE CADMIUM YELLOW, ZINC CHROMATE, OR STAINLESS STEEL
B0O3 FOR CONNECTIONS TO GROUND BARS.
J. BEND RADIUS FOR GROUNDING CONDUCTORS SHALL BEAT LEAST 12 |NCHESTHRU
#4/0 AND AT LEAST 24 INCHES FOR GROUNDING CONDUCTORS GREATER THAN #4/0.
4. PULL BOXES IN DEDICATED GROUNDING SYSTEM AS SHOWN ON THIS SHEET SHALL BE
KEPT TO A MINIMUM AND SHALL BE NON-METALLIC OR ELECTRICALLY ISOLATED FROM
ADJACENT CIRCUITS AND BUILDING COMPONENTS.
5. GROUND BAR CONDUCTORS SHALL NOT SHARE CONDUITS OR PULL BOXES WITH
CONDUCTORS OR CABLES OF OTHER SYSTEMS.
0. ALL BARE GROUNDING CONDUCTORS SHALL BE TINNED.
7. STRANDED GROUNDING CONDUCTORS SHALL HAVE CLASS B STRANDING.
8. GROUNDING SYSTEM |MPEDENCE SHALL NOT EXCEED 5 OHM. CONTRACTOR SHALL ADD
CHEMICAL GROUND ROD(S) AS NECESSARY TO ADHERE TO THIS REQUIREMENT.
0. ALL GROUNDING SHALL COMPLY WITH NEC ARTICLE 250 AS A MINIMUM UNLESS NOTED
OTHERWISE.
10. ALL GROUNDS SHALL BE COPPER. NO ALUMINUM SHALL BE PERMITTED.
11. ANY REQUIRED CONDUIT FOR GROUNDING SHALL BE PVC UNLESS NOTED OTHERWISE.
NO METAL CHOKES SHALL BE ACCEPTABLE. SUPPORTS FOR GROUNDING CONDUITS SHALL
UTILIZE NYLON BOLTS AND NON-METALLIC STRAPS TO PREVENT INSTALLATION OF CHOKE
POINT IN GROUNDING SYSTEM.
12. ALL COMPRESSION LUGS SHALL BE TWO -HOLE LONG BARREL AND CRIMPED USING THE
MANUFACTURER'S RECOMMENDED DIE AND CRIMPING TOOL. GROUND LUGS SHALL BE
SHRINK-WRAPPED AND LABELED WITH NONMETALLIC TAGS.
13. TOTAL GROUNDING CONDUCTOR BENDING RADIUS SHALL NOT EXCEED 80' AT EACH
LOCATION.
14. GROUNDING CONDUCTORS SHALL BE CONTINUOUS BY GAUGE FOR ENTIRE LENGTH.
SPLICES ARE NOT ALLOWED.
15. LEXAN COVER FOR ALL GROUND BARS SHALL BE LABELED WITH GROUND BAR NAME
ANDRAN| DIVISIONS.
16. CONNECTIONS TO ALL BUS BARS SHALL BE IN FAN| LOCATIONS AS INDICATED ON THIS
SHEET.
17. PAN| DESIGNATION LOCATIONS SHOWN ON THIS SHEET ARE SCHEMATIC IN NATURE.
PROVIDE ADEQUATE MOUNTING HOLES AT EACH DESIGNATION LETTER FOR PRESENT AND
FUTURE CONNECTIONS.
FUTURE GENERATOR
'GENO7OOO'
r--------
\-EXOTHERMIC WELD TO NEW REBAR
FUTURE GENERATOR LOCATED IN NEW CONCRETE SLAB
- 'GEN08000' AT EQUIPMENT YARD PER NEC
/
| / '-----
/
'--EXOTHERMIC WEU] TO NEW REBAR
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QUANTITY OF RACKS TO BE
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MOUNTING: 8'-0' ABOVE FINISHED FLOOR
LOCATION: ELECTRICAL ROOM
MOUNTING: HORIZONTAL AT 8.-0" ABOVE RAISED FLOOR
LOCATION: DATA HALL
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METAL
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PROJECT NO.: C1395.00 Ele
BURR COMPUTER ENVIRONMENTS, INC.
Two Lincoln Centre
5420 LBJ Freeway,
Suite 1100
Dallas, TX 75240
Phone: 214/273-1559
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DRAWN: MCG
REVIEWED: RWB
PROJECT NO.: C1395.00 E201
PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN
CONSENT OF BURR COMPUTER ENVIRONMENTS, INC.
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PROJECT NO.: C1395.00
BURR COMPUTER ENVIRONMENTS, INC.,
11
Two Lincoln Centre
5420 LBJ Freeway,
Suite 1100
Dallas, TX 75240
Phone: 214/273-1559
DRAWN: WAM
REVIEWED: RW13
PROJECT NO.: C1395.00
fk,
BURR COMPUTER ENVIRONMENTS, INC.
Two Lincoln Centre
5420 LBJ Freeway,
Suite 1100
Dallas, TX 75240
Phone: 214/273-1559
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PROJECT NO.: C1395.00 E203
BURR COMPUTER ENVIRONMENTS, INC.
BLOCKING (FOR GYP.
BD. WALL ONLY) —
0
— if
POLYESTER INSULATER (TYP.)
5/8" HARDWARE AND
LOCKWASHERS (TYP.)
0__----.LEXAN COVER WITH NAME LABEL AND
PANI DESIGNATIONS
GROUND BAR
CD
MOUNTING BRACKET
`"*�GYP. OR CMU WALL
V)
f I I FINISHED FLOOR
A N.% M,,oUNMPj-
G -, R, 0 BAN G
NOT TO SCALE
3/4"
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
3/16" 0 (TYP.)
AS REQUIRED
NOTES:
1. ALL HOLES ARE COUNTERSUNK 1/16".
2. BAR STOCK IS 1/2" THICK, 98% CONDUCTIVE COPPER.
3. SILVER-PLATED COPPER BUS BAR.
4. REFER TO 3/E6.1 FOR MOUNTING DETAIL.
5. REFER TO 1/E6.1 FOR GROUND LUG DETAIL.
6. DETAIL IS SIMILAR FOR ALL GROUND BUSSES.
7. PROVIDE BUS EQUAL TO LIGHTNING MASTER "BUSMASTER" SERIES "B"
PATTERN.
8. BUS LEXAN COVER SHALL BE CLEARLY LABELED WITH NAME CORRESPONDING
TO THOSE INDICATED ON 1/El.2.
9. BUS LEXAN COVER SHALL BE CLEARLY LABELED LEFT-TO-RIGHT WITH "P",
"A", "N", "I" DESIGNATIONS WITH A VERTICAL LINE BETWEEN EACH DESIGNATION.
ALLOW FOR ENOUGH MOUNTING HOLES AT EACH DESIGNATION FOR ALL CURRENT
CONNECTIONS WITH ALLOWANCES FOR FUTURE CONNECTIONS. REFER TO 1/El.l.
G`%01 'US D"k IL
_5� t i u, N D D a I A
NOT TO SCALE
C�4
C'4
11/16" 0
(TYP. OF 2)
a
NGER
FLOOR STRINGER
TAL DIAMETER.
#4 AWG STRANDED COPPER
CONDUCTOR TO NEXT PEDESTAL.
4'1*\�PANDUIT #GPQC SIZED TO ACCOMODATE PEDESTAL DIAMETER.
#4 AWG STRANDED COPPER
CONDUCTOR TO NEXT PEDESTAL.
REMOVE PAINT AROUND PERIMETER
AT GROUNDING CONNECTION POINT.
"I"P�RNA A A 1,1
11"'N IN I t A L PE DES""TAL GROUNDNG DETA [L
NOTTO SCALE
FLOOR STRINGER
#4 AWG, STRANDED COPPER
CONDUCTOR TO INTERNAL PEDESTAL.
MAINTAIN 12" BENDING RADIUS
FLOOR STRINGER
#4 AWC TO FLOOR STRINGER
PERIMETER #2/0 AWG
::: STRANDED COPPER CONDUCTOR
PANDUIT #GPQC SIZED TO ACCOMODATE PEDESTAL DIAMETER.
PEDESTAL
��l NOT TO SCALE
PEDESTAL
BURNDY YAV RING LUG WITH THRU
BOLT, LOCKWASHER, AND NUT.
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FOR ALL #2/0 TO #2/0 CONNECTORS PROVIDE BURNDY C -TAP CRIMP CONNECTOR. ATTACH
PEDESTAL TO #2/0 AWG PERIMETER WIRE AND #4 AWG SUPPLEMENTARY WIRE AT EACH
INTERSECTION OF WIRE. LOCATE ALL GROUNDING WIRE AND GROUNDING CLAMPS UNDER RAISED
FLOOR.
GROUND EVERY FOURTH PEDESTAL OF RAISED FLOOR IN BOTH DIRECTIONS ONLY BETWEEN ROWS
OF EQUIPMENT. GROUNDING CONDUCTORS ARE NOT ALLOWED UNDER EQUIPMENT ROWS PARALLEL
TO THE ROWS. CONNECT TO THE MAIN STRINGER WITH A #4 COPPER WIRE AT ALL PERIMETER
CONNECTIONS. i
#4 AWG STRANDED COPPER
CONDUCTOR TO INTERNAL PEDESTAL
----PERIMETER #2/0 AWG
STRANDED COPPER CONDUCTOR
PANDUIT #GPQC SIZED TO ACCOMODATE PEDESTAL DIAMETER.
REMOVE PAINT AROUND PERIMETER
AT GROUNDING CONNECTION POINT.
ESTAL
DETAIL NOTES:
1. PROVIDE THE GROUNDING CONDUCTORS, CONNECTORSN AND CONNECTIONS TO THE
RAISED FLOOR IN ACCORDANCE WITH THE RAISED FLOOR GROUNDING DETAIL AS SHOWN.
MAXIMUM 1/8" —1/4- (MIN.) % 2. PROVIDE A #2/0 AWG STRANDED COPPER CONDUCTOR FOR THE PERIMETER RING
GROUNDING LUG AROUND THE RAISED FLOOR. PROVIDE A SUPPLEMENTARY SYSTEM OF #4 AWG STRANDED
COPPER CONDUCTORS INSIDE THE PERIMETER IN BOTH DIRECTIONS AT EVERY 6TH
S/S NUT N
— - – – – – -- < TO EVERY 4TH PEDESTAL ALONG ITS LENGTH. AT EACH INTERFACE BETWEEN THE 2/0
PERIMETER AND #4 SUPPLEMENTARY CONDUCTORS (WHERE THEY CROSS), CONNECT BOTH
CONDUCTORS TO A RAISED FLOOR PEDESTAL VIA A BURNDY TYPE GP-Gl CONNECTOR.
S/S BELLEVILLE WASHER E EXOTHERMIC CONNECTION 3. AT ALL PERIMETER CONNECTOR LOCATIONS, PROVIDE A #4 AWG STRANDED COPPER
I I I .._ _ I (CADWELD)
STRUCTURAL STEEL MEMBER CONDUCTOR BETWEEN THE CONNECTOR AND THE MAIN (CONTINUOUS) STRINGER OF THE
RAISED FLOOR SYSTEM. ATTACH TO THE MAIN STRINGER WITH A BOLT WITH LOCKING
CLEAR HEAT SHRINK WASHER AND NUT, DRILLED AND INSERTED THROUGH THE SIDE OF THE STRINGER.
S/S BELLEVILLE WASHER COPPER BUS GROUNDING CONDUCTOR 4. BOND ALL FLOOR MOUNTED CRAC UNIT STANDS TO THE #2/0 PERIMETER CONDUCTOR
(!IQ OR #4 CROSS CONDUCTOR VIA A #4 AWG STRANDED COPPER CONDUCTOR BURNDY C -TAP
LABEL INDICATING FAR END TERMINATION CRIMP OR APPROVED EQUAL.
S/S BOLT (1 OF 2) "DO NOT DISCONNECT" TAG ON ALL GROUND BAR
INTERCONNECTS. PROVIDE NYLON STRAP TO ATTACH PRIOR TO CONNECTION, SCRAPE AWAY ALL PAINT AND/OR 5. INSTALL ALL GROUNDING CONDUCTORS AND CONNECTORS UNDER RAISED FLOOR (TO
TAG TO CONDUCTOR. THE EXTENT THAT THIS IS POSSIBLE). ALL GROUNDING CONDUCTORS BELOW RAISED
GALVANIZING THEN REAPPLY AS NECESSARY AFTER FLOOR SHALL BE RAISED AS HIGH AS POSSIBLE OFF OF CONCRETE FLOOR.
CONNECTION IS COMPLETE
NOTES: GROUNDING CONDUCTOR 6. REMOVE ALL PAINT AROUND PERIMETER OF PEDESTAL AT THE POINT WHERE GROUND
1. ALL HARDWARE SHALL BE 18-8 STAINLESS STEEL INCLUDING BELLEVILLES. (REFER TO DRAWINGS FOR SIZES) CONNECTOR AND CONDUCTORS ARE ATTACHED TO PEDESTAL.
COAT ALL SURFACES WITH KOPR-SHIELD BEFORE MATING.
2. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER < 11A 7. BOND ALL UNDERFLOOR METALLIC CONDUITS, CABLE TRAY, OR OTHER CONDUCTING
BETWEEN LUG AND STEEL. COAT ALL SURFACES WITH KOPR-SHIELD. STRUCTURES TO THE RAISED FLOOR GROUNDING SYSTEM AT THEIR POINTS OF ENTRY INTO
THE RAISED FLOOR AREA VIA A #4 AWG STRANDED COPPER CONDUCTOR BURNDY C -TAP
CRIMP OR APPROVED EQUAL.
WOtMOM LUG DETA L.
V E -3 -17 -NOT TO SCALE
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PROJECT NO.: C1395-00 E301
BURR COMPUTER ENVIRONMENTS, INC.
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PROJECT NO.: C1395-00 E301
BURR COMPUTER ENVIRONMENTS, INC.
System ift.'*L-8059
F Ratings — 1 and 2 Hr (See Itern 1)
T Rating - 0 Hr
SECTION A -A
OR 2 HR FIRE -RATED GYPSUM BOARD/STUD WALL ASSEMBLY.
6
2. CHANNEL SHAPED STEEL STUDS, MIN 3-1/2 IN. WIDE AND SPACED MAX 24 IN. OC. ADDITIONAL FRAMING MEMBERS SHALL
BE INSTALLED IN STUD CAVITY CONTAINING THROUGH PENETRANTS TO FORM A RECTANGULAR BOX AROUND THE PENETRANT.
3. GYPSUM BOARD* - 5/8 IN. THICK, MAX AREA OF OPENING IS 765 SQ IN. WITH MAX DIMENSION OF 40 IN. WIDE.
4. CONDUITS - MAX OF TEN CONDUITS TO BE INSTALLED WITHIN THE OPENING. A MAX OF SIX CONDUITS SHALL BE GREATER
THAN 2 IN. THE MAX SPACE BETWEEN CONDUITS AND BOARD CUTOUT AND OTHER CONDUITS IS 1 INCH.
4. CABLES - MAX OF ONE 4 IN. (OR SMALLER) DIAM TIGHTLY BUNDLED CABLES INSTALLED WITHIN THE OPENING AND RIGIDLY
SUPPORTED ON BOTH SURFACES OF WALL.
5. FIRESTOP DEVICE* - BOARD - MIN 1 IN. THICK BOARD TO BE INSTALLED ON EACH SIDE OF WALL WITH MIN 1 IN. OVERLAP
ONTO WALL AND TIGHTLY BUTTED SEAMS. BOARD TO BE ATTACHED TO FRAMING MEMBERS AROUND ENTIRE PERIMETER USING
2-5/8 IN. LONG SELF -DRILLING TYPE S STEEL SCREWS WITH 1-1/4 IN. OD STEEL FENDER WASHERS AT EACH CORNER AND
SPACED MAXIMUM 8 IN. OC IN BETWEEN.
6. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 1 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS BETWEEN
THE METALLIC THROUGH PENETRANTS (ITEM 2) AND THE PERIPHERY OF THE BOARD. FILL MATERIAL INSTALLED FLUSH WITH
BOTH SURFACES OF WALL.
7. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 1 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS BETWEEN
THE CABLE BUNDLE (ITEM 3) AND THE PERIPHERY OF THE BOARD. FILL MATERIAL INSTALLED FLUSH WITH BOTH SURFACES OF
WALL.
Oil
4-11171112
"BACK TO BACK" OUTLET BOXES ARE TO BE
INSTALLED ON OPPOSITE SIDES OF FRAMING
MEMBERS TO LIMIT SOUND TRANSMISSION.
WHERE THIS IS NOT POSSIBLE PROVIDE
MINIMUM 6" CLEAR SPACE BETWEEN BOXES.
6" MIN --i
00
OUTLET BOX (TYPICAL)
WALL PARTITION
00
OUTLET COVER (TYPICAL)
PARTITION FRAMING MEMBER
141� OUTLEET 10"m * 0 X I 8N Sr%TALLATIORN'
NOT TO SCALE
PRIOR TO SUPPORTING TRAPEZES FROM
THE STRUCTURE THE ELECTRICAL
CONTRACTOR WILL PROVIDE TO THE
STRUCTURAL ENGINEER CONDUIT ROUTING
PATHS AND WEIGHTS AND OBTAIN
WRITTEN APPROVAL FROM THE
STRUCTURAL ENGINEER.
WHERE CONDUITS CANNOT BE
SUPPORTED FROM STRUCTURE ABOVE
PROVIDE STANTION POLES FOR SUPPORT
OF TRAPEZES.
1/2' ALLTHREAD ROD TO STRUCTURE
OVERHEAD. REFER TO SPECIFICATIONS FOR
ACCEPTABLE SUPPORT METHODS
TRAPEZES ARE TO BE SPACED MAXIMUM
5'-0" APART.
AFTER INSTALLATION OF CONDUITS AND
CONDUCTORS TAPEZES SHALL SHOW NO
VISIBLE DEFLECTION
IDUIT CLAMPS SCHEDULED CONDUIT
PROVIDE SINGLE THREADED NUT AND WASHER
ON TOP OF MATED SURFACES AND TWO NUTS
AND WASHER ON BOTTOM OF MATED SURFACES
PROVIDE TWO 1-1/2" SECTIONS
STRUT MATED BACK TO BACK
MAXIMUM FIVE EXPOSED THREADS WITH
ENDS FILED SMOOTH AND ROUNDED
T 0 R" k A PEZE F
NOT TO SCALE
.5" 3/8"
9"
-10 4.5
5"
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1.5"V
3/8'$
GREEN COLOR
PRINT ON
BOTH SIDES
NOTE: NAMEPLATE
SHALL HANG BELOW
LIGHTS APPROX. 3".
4.5 USE SMALL LINK
CHAIN.
PROVIDE PHENOLIC LABELS AT EACH PIECE OF ELECTRICAL DISTRIBUTION EQUIPMENT (AND
ASSOCIATED BRANCH FEEDERS AND DISCONNECTING MEANS INCLUDING UNIT MOUNTED
DISCONNECTING MEANS.
EQUIPMENT UPSTREAM FROM ATS EQUIPMENT SHALL BE WHITE LABELS WITH BLACK 1/4"
LETTERING. ALL ATS AND EQUIPMENT DOWNSTREAM SHALL BE AS FOLLOWS:
A DISTRIBUTION: RED LABELS WITH WHITE LETTERING
B DISTRIBUTION: BLUE LABELS WITH WHITE LETTERING
C DISTRIBUTION: ORANGE LABELS WITH WHITE LE17ERING
D DISTRIBUTION: PURPLE LABELS WITH WHITE LETTERING
PROVIDE INFORMATION IN THE FORMAT INDICATED.
PANEL "EDC*****MDPAl 000"
480/277V, 3 PHASE, 4 WIRE, 60 HERTZ
MAIN BUS: 800A, BRACED FOR: 65kAIC
COLOR CODING: PHASE A -BROWN PHASE B -YELLOW PHASE C -ORANGE
NEUTRAL - GREY
NOTE: ALL COLOR CODING SHALL BE IN ACCORDANCE WITH LOCAL CODES AND ORDANANCES.
*' IN PANEL NAME REFERENCES EDGECONNEX SITE ID NUMBER. REFER TO EDGECONNEX SITE ID IN SHEET
TITLEBLOCK.
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480V PRIMARY
C
NEUT.
EQUIPMENT GROUNDING CONDUCTOR
DRY -TYPE TRANSFORMER
-GROUND CONNECTION
POINT AT TRANSFORMER
GROUNDING ELECTRODE
CONDUCTOR
STRUCTURAL STEEL
OR AREA GROUND
BUS
208Y/120V Ll 1-1
SECONDARY
(D ---NEUTRAL CONDUCTOR
BRANCH DEVICE
TMAIN BRKR T EQUIPMENT GROUNDING CONDUCTOR
N INSULATED NEUTRAL TERMINAL
TO LOAD- N - - -4
G 1-0
IG --*-120/208V PANELBOARD
IG G 0 GROUND BUS
\L -ISOLATED GROUND BONDING JUMPER
ISOLATED GROUND BUS
H - BLACK, RED OR BLUE
N - WHITE
G - GREEN
IG - GREEN/ WITH YELLOW STRIPE
T t3N TR"A NSFORWEmrw* CONNIECT[ON.'
V TE727 NOT TO SCALE
INFOI
18"
POWER SUPPLY
LFV
IC A A-
ELECTR AL D EIVICE: MOUNT114G DETAIL.
NOT TO SCALE
12"x`12"W JUNCTION BOX
LOCATED ON SECURE SIDE OF
DOOR
Y4" CONDUIT
Y4" CONDUIT WITH PULLSTRING
HOMERUN TO SECURITY ROOM
SECURITY PANEL
Y4" CONDUIT —
- - - - - - - - - - - - - - - I =L - - - -- - -- - - - - -- - - - - - - - - - - - - - CEILING
(WHERE APPLICABLE)
REQUEST TO EXIT (REX) CENTERLINE Y4" CONDUIT
MOUNTED ON CEILING ON OF
SECURE SIDE OF DOOR DOOR
MAGNETIC SWITCH
MAGNET
ELECTRIC HINGE
ELECTRIC STRIKE
11
qrAlwl#lt*3
54" AFF
CARD READER
1. DOOR ELECTRIC LOCK HARDWARE AND LOCAL POWER SUPPLY SHALL BE PROVIDED BY
SECURITY CONTRACTOR.
2. COORDINATE THE EXACT LOCATION OF SECURITY DEVICES, CONDUIT, AND JUNCTION
BOXES WITH THE ARCHITECT, ENGINEER, AND SECURITY CONSULTANT.
3. ALL DETAILS OR COMPONENTS OF DETAILS ARE NOT NECESSARILY USED. COORDINATE
ALL REQUIREMENTS WITH TENANT'S SECURITY CONTRACTOR. PROVIDE ROUGH -IN FOR THE
SECURITY SYSTEM ONLY (CONDUIT, BOXES, PULLSTRINGS, 120V AC POWER, ETC.) ALL
WIRING, DEVICES, INSTALLATION OF DEVICES AND TERMINATIONS BY OTHERS.
4. ALL CONDUITS INDICATED ON THIS DETAIL SHALL BE CONCEALED IN WALL OR CEILING
WHERE POSSIBLE. ALL BOXES INDICATED ON THIS DETAIL SHALL BE RECESSED IN WALL
WHERE POSSIBLE.
r2"%\ SECUR-1-NNY
NOT TO SCALE
7
RECEIVED
cl-N OF WKWILA
SEP 15 2016
N DETAL S
PERMIT CEWER
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DRAWN: WAM
REVIEWED: RW8
PROJECT NO.: C1395.00 Ejez
EPO SYSTEM COMPONENTS
E.P.O. STATION SWITCH(ES) SHALL BE A SQUARE D MODEL #90011(15 GLASS BREAK
OPERATOR #9001KA1 CONTACT BLOCK. THE E.P.O. SWITCH SHALL BE MOUNTED TO MATCH
OTHER DEVICES HEIGHTS. PROVIDE RED LAMACOID NAMEPLATE 2"Wx4"H WITH 3/8" HIGH
WHITE LETTERING (2 LINES) LABELED "EMERGENCY POWER OFF". THERE SHALL BE (1) EPO
SWITCH AT EACH LOCATION.
THE EPO SWITCH(ES) SHALL OPERATE SUCH THAT WHEN THE GLASS DISK IS BROKEN THE
OPERATOR IS NO LONGER HELD IN A DEPRESSED POSITION. THE CONTACTS CLOSE,
OPERATING THE EPO SYSTEM WHEN BOTH SWITCHES AT A STATION HAVE BEEN ACTIVATED.
PROVIDE FIVE REPLACEMENT GLASS DISKS.
THE ENCLOSURE SHALL BE A FIKE EPSMS SINGLE DOOR, WALL MOUNT ENCLOSURE WITH
HINGED DOOR, LOCK KIT ACCESSORY, NEMA 1 SURFACE MOUNTED. PROVIDE RED LAMACOID
NAMEPLATE WITH 3/8" HIGH WHITE LETTERING (2 LINES) LABELED "EP001000".
N
120V 11102
EXIST
ATSAl 001
[-N. 0T.
-c� [7
EXIST
ATSB1000
�N.0--]
ATSC1000
(R2
EXIST CRA01000
L TERMINAL BLOCK
ff. OE I R�F
ATSD1000 iR2 I SPARE
0�-
k R4
N.O. CONTACTS WHICH CLOSE ]12
IN
WHEN TRANSFER SWITCH IS I iR4 i EXIST CRA02000
THE "EMERGENCY" POSITION. T- TERMINAL BLOCK
LOCATED AT ATS TERMINAL [-
STRIP. R4�L SPARE
R81 82 EXIST CRA03000
83 TERMINAL BLOCK
R81
f SPARE
R61 191
21 FUTURE CRA04000
L 1831 TERMINAL BLOCK
4 - - - - - - - - - - - - - - - - 4-- 1
R6�
SPARE
(R9
iR9 I 18�2 EXIST CRA05000
TERMINAL BLOCK
R 9_1,
SPARE
XR 1 Oil
L -----
1 OF 1921 FUTURE CRA06000
R - 1 1 1
- i 1831 TERMINAL BLOCK
L 4-- 1
-Jr - - - - - - - - - - - - - - - - - -
IR1 10� I
!SPARE
LINE 1-YPE LEGEND
EXISTING FEEDERS/EQUIPMENT TO REMAIN -
NEW FEEDERS/EQUIPMENT
FUTURE FEEDERS/EQUIPMENT ---------------------------
c7c7mcmelt—nuuntaui TrA or n
- or n LISHED — X — X — X —
LINE TYPE LEGEND I
EXISTING FEEDERS/EQUIPMENT TO REMAIN
NEW FEEDERS/EQUIPMENT
FUTURE FEEDERS/EQUIPMENT -------------------------
FEEDERS/EQUIPMENT TO BE DEMOLISHED - X — X — X
EPO SYSTEM OPERATION
THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO
FURNISH A COMPLETE AND OPERATIONAL EPO SYSTEM. EPO SWITCHES SHALL BE
INTERFACED WITH ALL CRAC UNITS, RPPS, AND THE FIRE ALARM PANEL.
THE FOLLOWING ARE CONTROL FUNCTIONS FOR THE SPACE:
1. THE SYSTEM SHALL PROVIDE CONTROL TO SHUT DOWN ALL DATA HALL CRAC UNITS,
ALL PDU's, IN THE EVENT TWO EPO SWITCHES ARE ACTIVATED.
2. THE SYSTEM SHALL BE BUILT WITH ENOUGH CAPACITY TO ACCOMMODATE ALL FUTURE
UPSS, CRACS UNITS, ETC. AS INDICATED ON EPO WIRING DIAGRAM THIS SHEET.
3. REFER TO THE EPO WIRING DIAGRAM THIS SHEET FOR ADDITIONAL INFORMATION.
CONTROL POWER FOR THE EPO SYSTEM SHALL BE DERIVED FROM A NORMAL POWER
SOURCE. UPS POWER SHALL NOT BE USED.
4. ALL EPO BREAKGLASS COMPONENTS MUST BE RESTORED TO NORMAL BEFORE EPO
RESET BUTTON CAN RESTORE THE EPO SYSTEM TO NORMAL CONDITION.
CONTROL TRANSFORMER PROVIDED BY CONTRACTOR,
PROVIDE PRI. AND SEC. FUSING. 48Ox240/24V,
50VA. LOCATE INTERIOR OF CRAC UNIT. CONNECT
TO 480V SOURCE ON LOAD SIDE OF UNIT MOUNTED
DISCONNECT.
RIL jUl CRA09000
T 1 83 TERMINAL BLOCK
R RELAY PROVIDED BY CONTRACTOR, 120V COIL,
+ SPARE PROVIDE MINUMUM TWO CONTACTS RATED AT 10A,
ONE N.O., ONE N.C., NEMA 1 ENCLOSURE.
LOCATE INTERIOR OF CRAC UNIT.
Rl
IIRIt I SPARE
a
R+ I SPARE
121
R+ I SPARE
DETAIL NOTES:
1. FIELD WIRING CONSISTS OF #12 AWG
CONTROL WIRING IN 3/4" CONDUIT.
2. CONDUCTOR TERMINATIONS AT CRAC'S
TO BE PERFORMED BY OTHERS.
CRAl 0000
TERMINAL BLOCK
CRAl 1000
TERMINAL BLOCK
CRAl 8000
TERMINAL BLOCK
CR—A L"T REHEA' T / WAAW 'It"D a T t-,O'N'-- SHU T 0`0 W N
�A ul-
NOT TO SCALE
EPO STATION #1
DATA HALL 2
"-i-0-0-0-i - — -----------
-------------------------------
E.P.O. ACTIVATION
INPUTS EPO STATION #2
DATA HALL 2
-----------
-------------------------------
EPO ACTIVATION ALARM
"H 0 --------------------------------
i
L------------------------------------------
REMOTE MONITORING
(TO BMS PANEL) SYSTEM IN BYPASS ALARM
4�� 0 --------------------------------
i
L------------------------------------------
------------------------
------------------- ili-
------------- ---------------
#14
i
------------- ilL ---------------- J
------------ #ii ------------------
#14
#14
#14
r -m- ^- in
oYSTEM DIAGRAM D"'Aa TAa HALL ;0.�
NOT TO SCALE
NOW,
MECH CORRIDOR CONCRETE FLOOR
E.P.0 ACTIVATION
OUTPUTS
CRA09000 TERMINALS
CRAl 0000 TERMINALS
CRAl 1000 TERMINALS
CRA18000 TERMINALS
UA (1) PLENUM RATED TSP CABLE EQUAL TO BELDEN #89207.
@ (3) #14 WITH 600V INSULATION,
CONNECT TO INDICATED TERMINALS.
INSTALL ALL INDICATED WIRING IN (1) 1-1/4" EMT CONDUIT. PROVIDE FLEXIBLE
CONNECTION AT UNIT.
INSTALL ALL INDICATED WIRING IN (1) 1-1/4" GRS CONDUIT WHERE EXPOSED ON
ROOF. PROVIDE FLEXIBLE CONNECTION AT UNIT. SUPPORT CONDUIT ON ROOF
WITH DURABLOCK SUPPORTS SO CONDUIT IS MORE THAN 3-1/2" ABOVE ROOF
LEVEL.
INSTALL ALL INDICATED WIRING IN (1) 1" EMT CONDUIT. PROVIDE FLEXIBLE
CONNECTION AT UNIT.
M A
/T� c n A / to -E R -P / C ON C A NSU S- RE GLHRE M ONE T S
VffT-3 NOT TO SCALE
7
RECEIVED
lf,"ITY OFF TUKWILA
SEp 15 2016
PERMIT CENTER
SEPARATE
PERMIT ANND . . . . . . .
APPROVAL
REQUIRED
'oil
SS=r NO.
DRAWN: WAM
REVIEWED: RWB
PROJECT NO.: C1395.00 E
BURR COMPUTER ENVIRONMENTS, INC.
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DRAWN: WAM
REVIEWED: RWB
PROJECT NO.: C1395.00 E
BURR COMPUTER ENVIRONMENTS, INC.
EDGECONNEX SEATTLE FEEDER SCHEDULE
MARK
FROM
TO
FEEDER CONDUCTOR
QUANTITY AND SIZE
CONDUIT
SIZE
NUMBER
OF SETS
FEEDER
AMPERAGE
REMARKS
001
MSBO1000
ATSC1000
(3) 400kCM, (1) #4/0 G.
3"
5
1600
57,363
002
MSBO1000
ATS Dl 000
(3) 400kCM, (1) #4/0 G.
3"
5
1600
1
003
GSBO1000
ATSC1000
(3) 400MCM, (1) #4/0 G.
3"
5
1600
PANEL LCPD1000 (LESS LTS AND RCPT)
004
GSBO2000
ATS Dl 000
(3) 400MCM, (1) #4/0 G.
3"
5
1600
-
005
ATSC1000
MDSC1000
(3) 400kCM, (1) #4/0 G.
3"
5
1600
MDSDIOOO
006
ATSD1000
MDSD1000
(3) 400kCM, (1) #4/0 G.
3"
5
1600
36,906
007
MDSC1000
MDPCl 000
(3) #300kCM, (1) #1/OG.
2-1/2"
3
800
DESCRIPTION
008
MDSC1000
MBCC1000 (SECT. 1)
(3) 300kCM, (1) #1/0 G.
2-1/2"
3
800
93.7
009
MDSC1000
UPSC1000
(3) 350kCM, (1) #2/OG.
2-1/2"
3
900
480
010
MBCC1000 (SECT. 1)
MBCC1000 (SECT. 2)
(3) 300kCM, (1) #1/0 G.
2-1/2"
3
800
3
Oil
MBCA1000 (SECT. 1)
UPSA1000
(3) 300kCM, (1) #1/0 G.
2-1/2"
3
800
23.3
012
MBCA1000 (SECT. 2)
PDUC2000
(3) 300kCM, (1) #1/0 G.
2-1/2"
3
800
EIAB
013
MBCD1000 (SECT. 2)
PDUD1000
(3) 300kCM, (1) #1/0 G.
2-1/2"
3
800
8
014
MDSD1000
MDPD1000
(3) #300kCM, (1) #l/OG.
2-1/2"
3
800
DATA CENTER REF. PUMPS (NON-COINCIDENTA)
015
MDSD1000
MBCD1000 (SECT. 1)
(3) 300kCM, (1) #1/0 G.
2-1/2"
3
800
5.6
016
MDSD1000
UPSD1000
(3) 350kCM, (1) #2/OG.
2-1/2"
3
900
480
017
MBCD1000 (SECT. 1)
MBCDlO0O (SECT. 2)
(3) 300kCM, (1) #1/0 G.
2-1/2"
3
800
3
018
MBCD1000 (SECT. 1)
UPSDIOOO
(3) 300kCM, (1) #1/0 G.
2-1/2"
3
800
019
UPSD1000
MBCD1000 (SECT. 2)
(3) 300kCM, (1) #1/0 G.
2-1/2"
3
800
DESCRIPTION
020
MBCD1000 (SECT. 2)
PDUD1000
(3) 300kCM, (1) #11/0 G.
2-1/2"
3
800
1,924.5
021
UDPAl000
PDUA2000
(3) 300kCM, (1) #1/0 G.
2-1/2"
3
800
480
022
PDUA2000
JUNCTION BOX
(3) #300kCM, (1) #l/OG.
2-1/2"
3
800
023
UDPBlOOO
PDUB2000
(3) 300kCM, (1) #1/0 G.
2-1/2"
3
800
SERVICE SIZE AT 480YI277V, 3-PHASE, 4 -WIRE 4,000 AMPS
024
PDUB2000
JUNCTION BOX
(3) #300kCM, (1) #l/OG.
2-1/2"
3
800
025
PDUA2000
RPPA1300
(3) #4/0, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
026
PDUA2000
RPPA1600
(3) #4/0, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
027
PDUA2000
RPPC1500
(3) #4/0, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
028
PDUA2000
RPPC1400
(3) #4/0, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
029
PDUA2000
JUNCTION BOX
(3) #4/0, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
030
PDUA2000
JUNCTION BOX
(3) #4/0, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
031
PDUA2000
JUNCTION BOX
(3) #4/0, (1) #410 N., (1) #2 G.
2-1/2"
2
450
032
PDUA2000
JUNCTION BOX
(3) #4/0, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
033
PDUB2000
RPPB1300
(3) #4/0, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
034
PDUB2000
RPPB1500
(3) #4/0, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
035
PDUB2000
RPPD1400
(3) #410, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
036
PDUB2000
RPPD1600
(3) #4/0, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
037
PDUB2000
JUNCTION BOX
(3) #4/0, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
038
PDUB2000
JUNCTION BOX
(3) #4/0, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
039
PDUB2000
JUNCTION BOX
(3) #4/0, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
040
PDUB2000
JUNCTION BOX
(3) #4/0, (1) #4/0 N., (1) #2 G.
2-1/2"
2
450
041
FLIT. PDUC2000 LOCATION
JUNCTION BOXSERVING RPPC1400
PULLSTRING
2-1/2"
2
2
042
FLIT. PDUC2000 LOCA-11ON
JUNCTION BOXSERVING RPPC1500
PULLSTRING
2-1/2"
2
2
043
FLIT. PDUC2000 LOCATION
BELOW RAISED FLOOR
PULLSTRING
2-1/2"
2
2
044
FLIT. PDUC2000 LOCATION
BELOW RAISED FLOOR
PULLSTRING
2-1/2"
2
2
045
FLIT. PDUC2000 LOCA11ON
BELOW RAISED FLOOR
PULLSTRING
2-1/2"
2
2
046
FLIT. PDUC2000 LOCATION
BELOW RAISED FLOOR
PULLSTRING
2-1/2"
2
2
047
FUT. PDUC2000 LOCATION
BELOW RAISED FLOOR
PULLSTRING
2-1/2"
2
2
048
FLIT. PDUC2000 LOCATION
BELOW RAISED FLOOR
PULLSTRING
2-1/2"
2
2
049
FUT. PDUD2000 LOCATION
JUNCT10N BOX SERVING RPPD1400
PULLSTRING
2-1/2"
2
2
050
FLIT. PDUD2000 LOCATION
JUNCTION BOX SERVING RPPD1600
PULLSTRING
2-1/2"
2
2
051
FUT. PDUD2000 LOCATION
BELOW RAISED FLOOR
PULLSTRING
2-1/2"
2
2
052
FLIT. PDUD2000 LOCAT10N
BELOW RAISED FLOOR
PULLSTRING
2-1/2"
2
2
053
FLIT. PDUD2000 LOCATION
BELOW RAISED FLOOR
PULLSTRING
2-1/2"
2
2
054
FLIT. PDUD2000 LOCATION
BELOW RAISED FLOOR
PULLSTRING
2-1/2"
2
2
055
FLIT. PDUD2000 LOCATION
BELOW RAISED FLOOR
PULLSTRING
2-1/2"
2
2
056
FUT. PDUD2000 LOCATION
BELOW RAISED FLOOR
PULLSTRING
2-1/2"
2
2
057
MDPA1000
TRNC2000
(3) #11, (1) #6G.
1-1/2"
1
125
1
058
TRNC2000
LCPC2000
(4) #250kCM, (1) #4 G.
2-1/2"
1
250
1
059
MDPBlOOO
TRND2000
(3) #1, (1) #6G.
1-1/2"
1
125
1
060
TRND2000
LCPD2000
(4) #250kCM, (1) #4 G.
2-1/2"
1
250
1
061
MDPBlO0O
CRA24000
(3) #6, (1) #10 G.
ill
1
50
1
062
MDPB1000
CONX*41
(3) #8, (1) #8 G.
3/4"
1
20
1,3
063
MDPAlOOO
CRA18000
(3) #1, (1) #6 G.
1-1/2"
1
125
1
064
MDPB1000
CRA18000
(3) #11, (1) #6 G.
1-1/2"
1
125
1
065
CRA18000
ERP18000
(3) #10, (1) #12 G.
3/4"
1
15
1
066
CRA18000
CONM181
(3) #8, (1) #8 G.
3/4"
1
15
1,3
067
CRA18000
CONM182
(3) #8, (1) #8 G.
3/4"
1
15
1,3
068
MDPB1O00
CRA11000
(3) #1, (1) #6 G.
1-1/2"
1
125
1
069
CRA11000
ERP11000
(3) #10. (1) #12 G.
3/4"
1
15
1
070
CRA11000
CONXX1 11
(3) #8, (1) #8 G.
3/4"
1
15
1,3
071
CRA11000
CONXXl 12
(3) #8, (1) #8 G.
3/4"
1
15
1,3
072
MDPC1000
CRA10000
(3) #1, (1) #6 G.
1-1/2"
1
125
1
073
CRA10000
ERPIOOOO
(3) #10, (1) #12 G.
3/4"
1
15
1
074
CRA10000
CONXXI01
(3) #8, (1) #8 G.
3/4"
1
15
1,3
075
CRA10000
CONXX102
(3) #8, (1) #8 G.
3/4-1
1
15
1,3
076
MDPD1000
CRA09000
(3) #11, (1) #6 G.
1-1/2"
1
125
1
077
CRA09000
ERP09000
(3) #10, (1) #12 G.
3/4"
1
15
1
078
CRA09000
CON=91
(3) #8, (1) #8 G.
3/4"
1
15
1,3
079
CRA09000
CONXXD92
(3) #8, (1) #8 G.
3/411
1
15
1,3
1) PROVIDE LFMC FLEXIBLE CONNECTION AT EQUIPMENT.
2) CAP BELOW RAISED FLOOR.
13) FEEDER INCREASED DUE TO EXPOSED ROUTING ON ROOF. PROVIDE GRS CONDUIT WHERE EXPOSED ON ROOF.
LOAD ANALYSIS - MS1301 GOO/UTILITY - ULTUATE
PROJECT: EDGECONNEX SEATTLE, WA
MISCELLANEOUS ELECTRICAL LOADS
LAMPS
#
DESCRIPTION
F. L.A.
VOLT.
PH.
kVA
El. 1A
1
32,50OSF LIGHTING (3.5 VA/SF PER NEC T220.12)
-
MSBO1000
-
113.8
57,363
1
RECEPTACLES (1 VA/SF PER NEC T220.12)
-
100,000
-
32.5
MDSC1000
1
PANEL LCPC1000 (LESS LTS AND RCPT)
-
PASS
-
26.5
65,000
1
PANEL LCPD1000 (LESS LTS AND RCPT)
-
El.lA
-
32.2
PASS
1
PANEL LCPC2000 (LESS LTS AND RCPT)
-
30,340
-
0.8
E1.1A
1
PANEL LCPD2000 (LESS LTS AND RCPT)
-
MDSDIOOO
-
9.5
49,851
PASS
MBCD1000
E1.1A
65,000
36,906
PASS
UPSD1000
ULTIMATE MISCELLANEOUS ELECTRICAL LOADS SU,BTOTAL (KVA)
215.2
DATA CENTER MECHANICAL EQUIPMENT
PASS
#
DESCRIPTION
F.LA.
VOLT.
PH.
kVA
E1.113
8
DATA CENTER CRACS
93.7
480
3
623.2
25,170
2
DATA CENTER CRACS (REDUNDANT, FAN ONLY)
14-0
480
3
23.3
RPPC1400
3
UPS/ELEC ROOM CRACS
39.2
480
3
97.8
22,000
2
UPS/ELEC ROOM CRACS (REDUNDANT, FAN ONLY)
14.0
480
3
23.3
PASS
16
DATA CENTER ACCU'S
8.4
480
3
111.7
EIAB
4
DATA CENTER ACCU-S (REDUNDANT)
0.0
480
3
0.0
10,779
8
DATA CENTER REF. PUMPS (NON -COINCIDENTAL)
0.0
480
3
0.0
NOTES:
1. THE AVAJLABLE FAULT CURRENT FROM THE UTILITY IS 72,169AAT THE SECONDARY
SIDE OF THE NEW PADMOUNT TRANSFORMER. MOTOR CONTRIBUTION ISAN
ADDITIONAL 2,OOOA
2. THE AVAJLABLE FAULT CURRENT FROMTHE UTILITY IS HIGHER THAN THAT FROM
THE GENERATOR PLANT. THE UTILITY FAULT CURRENT HAS BEEN USED FOR THIS
,STUDY
2
DATA CENTER REF. PUMPS (NON-COINCIDENTA)
0.0
480
3
0.0
3
UPS/ELEC ROOM ACCU'S
5.6
480
3
14.0
2
UPS/ELEC ROOM ACCU'S (REDUNDANT)
0.0
480
3
0.0
8
30KW CRA REHEAT DIVERS ITY AT 60%
-14.4
480
3
-96.0
ULTIMATE DATA CENTER MECHANICAL EQUIPMENT SU�BTOTAL (KVA)
797.2
DATA CENTER
U -PS EQUIPMENT
#
DESCRIPTION
F.LA.
VOLT.
PH.
kVA
1
1600kW CRITICAL LOAD
1,924.5
480
3
1,600.0
4
BATTERY CHARGING (4 UPS AT 10% FULL CHARGING)
60.1
480
3
200.0
1
ULTIMATE DATA CENTER UPS EQUIPMENT SUBTOTAL (KVA)
1,800.0
TOTAL UTILITY LOAD (KVA)
2,812
LOAD AT 480Y1271lV, 3-PHASE, 4 -WIRE 3,383 AMPS
SERVICE SIZE AT 480YI277V, 3-PHASE, 4 -WIRE 4,000 AMPS
ISPARE CAPACITY AT 480Y/277V, 3-PHASE, 4 -WIRE 617 AMPS
NOTES:
1) EQUIPMENT QUANTITIES INCLUDE ALL FUTURE EQUIPMENT SERVED BY MSB01 000
LIGHT FIXTURE SCHIEDME
FAULT CURRENT CALCULATIONS
EDGECONREX SEATTL , WA
LAMPS
EQUIPMENT
ONE LINE
REFERENCE
EQUIPMENT RATING
(AIC1
MAXIMUM FAULT
3-PHASE (AMP
PASS OR
FAIL
UIVIC
El. 1A
100,000
60,290
PASS
MSBO1000
El.lA
100,000
57,363
PASS
ATSC1000
El.lA
100,000
51,944
PASS
MDSC1000
El.lA
65,000
49,851
PASS
MBCCl 000
El.lA
65,000
39,166
PASS
UPSC1000
El.lA
100,000
38,710
PASS
PDUC1000
El.1A
C-5,000
30,340
PASS
ATSD1000
E1.1A
100,000
51,944
PASS
MDSDIOOO
E1.1A
65,000
49,851
PASS
MBCD1000
E1.1A
65,000
36,906
PASS
UPSD1000
El.lA
100,000
38,710
PASS
PDUD1000
El.lA
65,000
1
PASS
PDUA2000
E1.113
__28,642
65,000
25,290
PASS
PDUB2000
El.lB
65,000
25,170
PASS
RPPA1300
E1.113
22,000
12,090
PASS
RPPC1400
El.lB
22,000
11,622.
PASS
RPPC1500
E1.113
22,000
11,189
PASS
RPPA1600
E1.lB
22,000
10,787
PASS
RPPB1300
E1.lB
22,000
11,613
PASS
RPPD1400
EIAB
22,000
11,180
PASS
RPPB1500
El.lB
22,000
10,779
PASS
RPPD1600
E1.lB
22,000
10,412
PASS
NOTES:
1. THE AVAJLABLE FAULT CURRENT FROM THE UTILITY IS 72,169AAT THE SECONDARY
SIDE OF THE NEW PADMOUNT TRANSFORMER. MOTOR CONTRIBUTION ISAN
ADDITIONAL 2,OOOA
2. THE AVAJLABLE FAULT CURRENT FROMTHE UTILITY IS HIGHER THAN THAT FROM
THE GENERATOR PLANT. THE UTILITY FAULT CURRENT HAS BEEN USED FOR THIS
,STUDY
LIGHT FIXTURE SCHIEDME
MARK
LAMPS
VOLTAGE
/WATTS
DESCRIPTION
MAN UFA%".'.'TURE RS
CATALOG NUIMER
MOUNTING
REMARKS
No.
TYPE
A
1
LED
UNIV / 72W
2X4 LAY -IN TROFFER
LITHONIA
2ALL4CTRF-72L-EZ1-LP850-N80
LAY -IN
AE
1
LED
UNIV / 72W
2X4 LAY -IN TROFFER, EMERGENCY BALLAST
LITHONIA
2ALL4CTRF-72L-EZ1-LP850-N80-EL14L
LAY -IN
PROVIDE EMERGENCY BALLAST. INSTALL REMOTE MOUNTED TEST SWITCH
B
I
LED
UNIV / 35W
2X2 LAY -IN TROFFER
LITHONIA
2ALL2-40L-EZl-N80-LP850
LAY -IN
BE
1
LED
UNIV / 35W
2)Q LAY -IN TROFFER, EMERGENCY BALLAST
LITHONIA
2ALL2-40L-EZl-N8O-LP85O-EL
LAY -IN
PROVIDE EMERGENCY BALLAST. INSTALL REMOTE MOUNTED TEST SWITCH
C
1
LED
UNIV/ 107W
8 FOOT SURFACE MOUNTED LINEAR LENSED STRIP LIGHTING FIXTIURE
METALUX
METALUX 8TSNLED-LDl-1 15-LC-UNV-L85G-CD2-U
SUSPENDED
SUSPENDED U11LIZJNG UNISTRUT SUPPORT
CE
1
LED
UNIV/ 107W
8 FOOT SURFACE MOUNTED LINEAR LENSED STRIP LIGHTING FIXTURE, EMERGENCY BALLAST
METALUX
METALUX 8TSNLED-LDl-1 15-LC-UNV-EL-L850-CD2-U
SUSPENDED
SUSPENDED U"17ILIZING UNISTRUT SUPPORT PROVIDE EMERGENCY BALLAST
F
1
LED
UNIVI 53W
4 FOOT SURFACE MOUNTED LINEAR LENSED STRIP LIGHTING FIXTURE
METALUX
METALUX SNLED-LDI-58-LC-UNV-L850-CD1-U
SUSPENDED
SUSPENDED UTILIZING UNISTRUT SUPPORT
FE
1
LED
UNIV/ 53W
4 FOOT SURFACE MOUNTED LINEAR LENSED STRIP LIGHTING FIXTURE, EMERGENCY BALLAST
METALUX
METALUX SNLED-LDl-58-LC-UNV-L85O-CDl-U
SUSPENDED
SUSPENDED UTILIZING UNISTRUT SUPPORT
G
1
LED
INIVERSAL/54%,WALL
MOUNTED FLOOD LIGHT
McGRAW EDISON
IST-BO2-LED-El-BL4-GM
WALL
MOUNT TOP OF FIXTURE 12" BELOW TOP OF SCREEN WALL. FIXTURE SHALL BE FULL CUTOFF.
JE
2
LED
120V / 3W
EXTERIOR WALL MOUNTED EMERGENCY/EGRESS LIGHTING FIXTURE WITH REDUNDANT LED'S
DUAL -LITE
DUAL LITE PG Z -HTR
WALL
MOUNT ONE FOOT ABOVE DOOR, CONTAINS BATTERY HEATER FOR COLD OPERATION. BRONZE FINISH
N/A
LED
UNIV/lW
I UNIVERSAL MOUNT EXIT LIGHT WITH GREEN LETTERS AND INTEGRAL BATTERY BACKUP.
PTHONIA
iQUANTUM SERIES
i WALUCEILING IX1
INDICATES SINGLE FACE, X2 INDICATES DOUBLE FACE, PROVIDE ARROWS AS INDICATED, GREEN
I -C \ ,4.1- A -m ni
R E C E IV,! -- ?
CITY OF TU R Vi LA
SEP 15 2016
PERMIT CENTER
SEPARATE
PERMIT AMND
APPROVAL
REQUIRED
Two Lincoln Centre
5420 LBJ Freeway,
Suite 1100
Dallas, TX 75240
Phone: 214/273-1559
W
I'_
co
DRAWN: WAM A
REVIEWED: RWB
PROJECT NO.: C1395.00 h401
BURR COMPUTER ENVIRONMENTS, INC.
2,
#
(VA)
Panel: LCPC2000
Connected Diversified
Load Load
I Brkr
(VA)
(VA)
Site: EDGECONNEX SEATLLE-DH2
200% Nuetral:
10,795
Volts:
208Y/120
3 PHASE, 4 WIRE
Iso. Gmd:
740
kAIC:
10
20/1
Feed Thru:
YES
Cu Bus:
250A
L
NEMA Rating:
N1
MCB:
250A
720
Surface/Flush Mtd:
SURFACE
MLO:
1 7501
1,255
New/Exist.:
NEW
L
#
(VA)
,
Connected Diversified
Load Load
I Brkr
(VA)
(VA)
(VA)
Brkr
10,795
I
(VA)
#
1
740
'N Mech H611 Recept./fs dampe'
R
20/1
1,240
0
(F) Fans
20/1
L
Storage
500
2
3
720
W Mech Hall Recept
R
20/1
1 7501
1,255
0 1
20/1
L
Elec. Room
535
4
5
900
Data Hall Recept
R
20/1
L
Elec Room
1,595
20/1
L
Mech. Corridor NW
695
6
7
540
S Mech Hall Recept.
R
20/1
1,182
Mech. Corridor NW
695
20/1
L
Mech. Corridor SE
642
8
9
540
SE Mech Hall Recept
R
20/1
L
1,548
535
20/1
L
Data Hall 2
1,008
10
11
360
Elec. Room Recept
R
20/1
L
Mech. Corridor Single NE
1,440
20/1
L
1pata Hall 2
1,080
12
13
250
EPO PANEL
M
20/1
1,330
Hall 2
1,008
20/1
L
Data Hall 2
1,080
141
15
500
PA -3
M
20/1
L
1,580
1,080
20/1
L
Data Hall 2
1,080
16
17
SPARE
20/1
L
Data Hall 2
1,080
20/1
L
Data Hall 2
1,080
18
19
SPARE
1,080
20/1
936
IHIIIIIHII
1,080
20/1
L
Data Hall 2
936
20
21
1,008
SPARE
20/1
L
0
1H111111111
20/1
21
SPARE
SPARE
22
23
SPARE
20/1
L
Data Hall 2
0
20/1
23
SPARE
SPARE
24
25
SPARE
0
20/1
0
SPARE
20/1
25
SPARE
SPARE
126
27
0
SPARE
20/1
H1111111111
0
20/1
27
SPARE
SPARE
28
29
111111111HI
SPARE
20/1
SPARE
0
28
29
SPARE
SPARE
30
31
SPACE
0
20/1
0
111111HH11
30
31
SPACE
SPACE
32
33
4,000
SPACE
60/2
H
0
4,000
32
33
SPACE
SPACE
34
35
SPACE
-
H
-
0
34
35
SPACE
SPACE
36
37
SPACE
1,800
25/2
0
11111111H11
1,800
37.
SPACE
SPACE
38
3
1,800
ISPACE
C
1 0
1,800
38.
39
ISPACE
1 -13 -P -ACE
40
411
ISPACE
1111111111H
I 1111111111H
0
1
411
ISPACE
ISPACE
42
111111111171
ITIII-1111-111
Subtiotals:
1 4.688
1 4.383 1
4.116
412
Load
Type
Connected
Load
Diversified Load
Load Type
Connected Diversified
Load Load
EDGECONNEXATLANTA-DH2
(R) Receptacles
3,800
3,800 (L) Lighting
8,636
10,795
(C) Cooling
0
o (EL) Exterior Lighting
0
0
(H) Heating
0
o (VVH) Water Heater
0
0
(F) Fans
0
o (MT) Largest Motor
0
0
(K) Kitchen Equipment
0
o (E) Elevators
0
1
0
(M) Miscellaneous
1 7501
7501(SP) Subpanel
0 1
01
Total Connected Load: 13,186 VA 31 AMPb
Feed Thru Load: VA 0 AMPS
Total Diversified Load: 15,345 VA 43 AMPS
Panel: LCPD2000
Load
Ty pe
Volts:
kAIC:
Cu Bus:
MCB:
MILO:
208Y/120
10
250A
250A
Site:
3 PHASE, 4 WIRE
EDGECONNEXATLANTA-DH2
(R) Receptacles
200% Nuetral:
[so. Gmd:
Feed Thru:
NEMA Rating:
Surface/Flush Mtd:
New/Exist.:
YES
NI
SURFACE
NEW
8,529
Cktj
#
Load
(VA)
Description of Load
Type
Ckt
Brkr
PHASE A
(VA)
PHASE B
(VA)
PHASE C
(VA)
Ckt
Brkr
Type
Description of Load
Load
(VA)
Ckt
#
1
1 460
, Storage Recept./fs damper
R
20/1
960
0
0
20/1
L
Storage
500
2
3
1 640
Elec. Room/exterior Recept
R
20/1
372.1
1,068
3
20/1
L
Elec Room
428 .
4
5
1 900
Data Hall 2 Recept.
R
20/1
480
3
1,595
20/1
L
Mech. Corridor NW
695
6
7
1 720
NE Mech Room/corr. Recept.
R
20/1
1,255
DISTRIBUTION PANEL LOAD TOTALS
1
20/1
L
Mech. Corridor SE
IData
535
8
9
1 720
Roof Receptacles
R
20/1
3
827
25% LARGEST MOTOR (CRA COMP.)
20/1
L
Mech. Corridor Single NE
107
10
11
1 500
EXF03000
M
20/1
DISTRIBUTION PANEL LOAD TOTALS
1 1,508
20/1
L
Hall 2
1,008
12
131
500
FIRE ALARM PANEL
M
20/1
1,580
20/1
L
Data Hall 2
1,080
14
151
500
PA -4
M
20/1
1,580
20/1
L
Data Hall 2
1,080
16
171
SPARE
20/1
1,080
20/1
L
Data Hall 2
1,080
18
19
SPARE
20/1
1,008
20/1
L
Data Hall 2
1,008
20
21
SPARE
20/1
1,008
20/1
L
Data Hall 2
1,008
22
23
SPARE
20/1
0
20/1
SPARE
24
25
SPARE
20/1
0
20/1
SPARE
26
27
SPARE
2U/1
111111111HI
U
20/1
SPARE
28
29
SPARE
20/1
0
20/1
SPARE
30
31
SPACE
4,000
60/2
H
FCU04000
4,000
32
33
SPACE
4,000
-
H
-
4,000
136
34
35
SPACE
1,800
25/2
C
CON36061
1,800
37.
SPACE
1,800
C
1,800
38.
39
1 -13 -P -ACE
1,800
C
1,800
40
411
ISPACE
111111111171
ITIII-1111-111
0
1
ISPACE
412
1 Subtotals:
10.603
10.283
5.983
Load
Ty pe
Connected
Load
Diversified Load
Load Type
Connected Divarsified
Load Load
DISTRIBUTION PANEL LOADS
(R) Receptacles
3,440
3,440 (L) Lighting
8,529
10,661
(C) Cooling
5,400
o (EL) Exterior Lighting
0
0
(H) Heating
8,000
8,000 (WH) Water Heater
0
0
(F) Fans
0
0 (MT) Largest Motor
0
0
(K) Kitchen Equipment
0
0 (E) Elevators
0
0
(M) Miscellaneous
1,500
1,500 (SP) Subpanel
0
0
Total Connected Load: VA 75 AMP,5
Feed Thru Load: VA 0 AMPS
Total Diversified Load: 23,601 VA 66AMPS
MAJN DISTRIBUMN SWITCHBOARDWDSAJOH'AWATSA-1
PROJECT:
JOBNUMBER:
DISTRIBUTION PANEL RATINGS:
ON'
EDGECONNEX
C1395 AND LOVING IT....
480V, 30,3W, 1600A
PA-ANEELIMM1,000'
EDGECONNEX
C 1395
48OV,30,3W,800A
DISTRIBUTION PANEL LOADS
DISTRIBUTION PANEL LOADS
DI[STRtBUTION PANEL LOADS
#
#
DESCRIPTION
F.L.A.
VOLT.
PH.
DIV.FACTOR
LOADTOTALF.L.A.
VOLT-AMPERES
1
1
UPS (NOTE 1)
661.5
480
3
1.00
661.5
661.5
550,010
1
1
UPS MAINT. BYPASS (NOTE 2)
601.4
480
3
0.00
0.0
0.0
0
1
1
MDPA1000
372.1
480
3
1.00
498.9
372.1
309,405
50.4
41,903
ELEC. RM CRA UNIT
1
ISS RIVI CRA UNIT
1.4
480
3
32,591
1.00
1.4
1,164
8.4
1
ISS RM COND. UNIT
8.4
480
3
PANEL LCPD1000 FULLY LOADED
DISTRIBUTION PANEL LOAD TOTALS
DISTRIBUTION PANEL LOAD TOTALS
6,984
480
1,160.4
1,033.7
869,416
NOTES: 1) INCLUDES FULL LOAD UPS PLUS BATTERY CHARGING.
2) MAINTENANCE BYPASS LOAD IS NON -COINCIDENTAL WITH UPS LOAD.
NOM DOTFIMLITtION SWITCHBOAk-FtlD "MO, 3--81-00,0'AM 'ASTSIM,
PROJECT: EDGECONNEX
JOB NUMBER: C 1395
DISTRIBUTION PANEL RATINGS: 480V, 30,3W, 1600A
MCMWAL DISTROMON PAbELWIPAI ON'
PROJECT: EDGECONNEX
JOB NUMBER: C1395
DISTRIBUTION PANEL RATINGS: 480V, 30,3W, 800A
PA-ANEELIMM1,000'
EDGECONNEX
C 1395
48OV,30,3W,800A
DISTRIBUTION PANEL LOADS
DI[STRtBUTION PANEL LOADS
#
DESCRIPTION
F.L.A.
VOLT.
PH.
DIV.FACTOR
LOAD
TOTAL F.L.A.
VOLT-AMPERES
1
1
UPS(NOTE1)
661.5
480
3
1.00
661.5
661.5
550,010
1
1
UPS MAINT BYPASS (NOTE 2)
601.4
480
3
0.00
0.0
0.0
0
1
1
MDPB1OOO
498.9
480
3
1.00
498.9
498.9
414,784
50.4
41,903
ELEC. RM CRA UNIT
1
ISS RIVI CRA UNIT
1.4
480
3
32,591
1.00
1.4
1,164
8.4
1
ISS RM COND. UNIT
8.4
480
3
PANEL LCPD1000 FULLY LOADED
DISTRIBUTION PANEL LOAD TOTALS
DISTRIBUTION PANEL LOAD TOTALS
6,984
480
1,160.4
1,160.4
964,795
NOTES: 1) INCLUDES FULL LOAD UPS PLUS BATTERY CHARGING.
2) MAINTENANCE BYPASS LOAD IS NON -COINCIDENTAL WITH UPS LOAD.
MAN DISTR11SUMN SWIMMOARDWSCI 0001 AND'ATSCI 00'
PROJECT: EDGECONNEX
JOB NUMBER: C1395
DISTRIBUTION PANEL RATINGS: 480V, 30,3W, 1600A
MCMWAL DISTROMON PAbELWIPAI ON'
PROJECT: EDGECONNEX
JOB NUMBER: C1395
DISTRIBUTION PANEL RATINGS: 480V, 30,3W, 800A
PA-ANEELIMM1,000'
EDGECONNEX
C 1395
48OV,30,3W,800A
DISTRIBUTION PANEL LOADS
DI[STRtBUTION PANEL LOADS
#
DESCRIPTION
F.L.A.
VOLT.
PH.
DIV.FACTOR
LOADTOTALF.L.A.
VOLT-AMPERES
VOLT-AMPERES
1
UPS(NOTE1)
661.5
480
3
1.00
1.00
661.5
550,010
550,010
1
UPS MAINT BYPASS (NOTE 2)
601.4
480
3
0.00
0.00
0.0
0
0
1
MDPC1000
498.9
480
3
1.00
1.00
498.9
414,784
340,832
50.4
41,903
ELEC. RM CRA UNIT
1
ISS RIVI CRA UNIT
1.4
480
3
32,591
1.00
1.4
1,164
8.4
1
ISS RM COND. UNIT
8.4
480
3
PANEL LCPD1000 FULLY LOADED
DISTRIBUTION PANEL LOAD TOTALS
DISTRIBUTION PANEL LOAD TOTALS
6,984
480
1,160.4
964,796
NOTES: 1) INCLUDES FULL LOAD UPS PLUS BATTERY CHARGING.
2) MAINTENANCE BYPASS LOAD IS NON -COINCIDENTAL WITH UPS LOAD.
MAIN DISTRIBUTION SWITCF180APRD 'MIDS011.0-001 AND "ASTD1 MW
PROJECT: EDGECONNEX
JOB NUMBER: C1395
DISTRIBUTION PANEL RATINGS: 480V, 30,3W, 1600A
MCMWAL DISTROMON PAbELWIPAI ON'
PROJECT: EDGECONNEX
JOB NUMBER: C1395
DISTRIBUTION PANEL RATINGS: 480V, 30,3W, 800A
PA-ANEELIMM1,000'
EDGECONNEX
C 1395
48OV,30,3W,800A
DISTRIBUTION PANEL LOADS
DI[STRtBUTION PANEL LOADS
#
DESCRIPTION
F.L.A.
VOLT.
PH.
DIV.FACTOR
LOADTOTALF.L.A.
PH.
VOLT-AMPERES
LOAD TOTAL F.L.A.
1
UPS(NOTE 1)
661.5
480
3
1.00
3
661.5
550,010
216.4
1
UPS MAINT. BYPASS (NOTE 2)
601.4
480
3
0.00
3
0.0
0
0.0
1
MDPD1000
409.9
480
3
1.00
3
409.9
340,832
50.4
41,903
ELEC. RM CRA UNIT
1
ISS RIVI CRA UNIT
1.4
480
3
32,591
1.00
1.4
1,164
8.4
1
ISS RM COND. UNIT
8.4
480
3
PANEL LCPD1000 FULLY LOADED
1.00
DISTRIBUTION PANEL LOAD TOTALS
6,984
480
1
1,071.5
890j84-3
NOTES: 1) INCLUDES FULL LOAD UPS PLUS BA17ERY CHARGING.
2) MAINTENANCE BYPASS LOAD IS NON -COINCIDENTAL WITH UPS LOAD.
NOTES: 1) PUMP IS NON-COINC [DENTAL WITH COMPRESSOR IN ASSOCIATED CRA UNIT.
2) DIV. FACTOR FOR CRA UNITS ACCOUNTS FOR 60% DIVERSITY OF 30KW REHEAT IN EACH UNIT.
MCMWAL DISTROMON PAbELWIPAI ON'
PROJECT: EDGECONNEX
JOB NUMBER: C1395
DISTRIBUTION PANEL RATINGS: 480V, 30,3W, 800A
PA-ANEELIMM1,000'
EDGECONNEX
C 1395
48OV,30,3W,800A
DI[STRtBUTION PANEL LOADS
DISTRIBUTION PANEL LOADS
#
#
DESCRIPTION
F.L.A.
VOLT.
PH.
DIV.FACTOR
LOAD TOTAL F.L.A.
VOLT-AMPERES
VOLT-AMPERES
3
CRA UNITS (INCLUDES REDUNDANT AND FUT.) (NOTE 2)
93.7
480
3
3
0.77
216.4
179,954
REF. PUMPS (NOTE 1)
3
REF. PUMPS (NOTE 1)
7.0
480
3
0.00
0.00
0.0
0
4
3
DUAL COND. UNITS
16.8
480
3
67.2
1.00
50.4
41,903
ELEC. RM CRA UNIT
1
ISS RIVI CRA UNIT
1.4
480
3
32,591
1.00
1.4
1,164
8.4
1
ISS RM COND. UNIT
8.4
480
3
PANEL LCPD1000 FULLY LOADED
1.00
8.4
6,984
480
1
PANEL LCPC2000 FULLY LOADED
90.3
480
3
1
1.00
90.3
75,036
3
1
25% LARGEST MOTOR (CRA COMP.)
5.3
480
3
1.00
5.3
4,365
DISTRIBUTIION PANEL LOAD TOTALS
DISTRIBUTION PANEL LOAD TOTALS
409.9
340,832
498.9
414,784
DISTRIBUTION PANEL LOAD TOTALS
372.1
309,406
NOTES: 1) PUMP IS NON-COINC [DENTAL WITH COMPRESSOR IN ASSOCIATED CRA UNIT.
2) DIV. FACTOR FOR CRA UNITS ACCOUNTS FOR 60% DIVERSITY OF 30KW REHEAT IN EACH UNIT.
NOTES: 1) PUMP IS NON -COINCIDENTAL WITH COMPRESSOR INAS CIATED RAUNIT.
2) DIV. FACTOR FOR CRA UNITS ACCOUNTS FOR 60% DIVERSITY OF 30KW REHEAT IN EACH UNIT.
MECH-A-WAALMSTRIW-T
PROJECT:
JOB NUMBER:
DISTRIBUTION PAN"ELRATKG-S:
PA-ANEELIMM1,000'
EDGECONNEX
C 1395
48OV,30,3W,800A
DISTRIBUTION PANEL LOADS
DISTRIBUTION PANEL LOADS
#
#
#
DESCRIPTION
F.L.A.
VOLT.
PH.
DIIV.FACTOR
LOAD TOTAL F.L.A.
VOLT-AMPERES
4
4
CRA UNITS (INCLUDES REDUNDANT AND FUT.) (NOTE 2)
93.7
480
3
0.77
288.6
239,939
REF. PUMPS (NOTE 1)
4
REF. PUMPS (NOTE 1)
7.0
480
3
0.00
0.0
0
0
4
DUAL COND. UNITS
16.8
480
3
1.00
67.2
55,870
67.2
1
ELEC. RM CRA UNIT
39.2
480
3
1.00
39.2
32,591
1.00
1
ELEC. RM COND. UNIT
8.4
480
3
1.00
8.4
6,984
PANEL LCPD1000 FULLY LOADED
1
PANEL LCPD2000 FULLY LOADED
90.3
480
3
1.00
90.3
75,036
3
1
25% LARGEST MOTOR (CRA COMP.)
5.3
480
3
1.00
5.3
4,365
480
3
1.00
5.3
4,365
DISTRIBUTIION PANEL LOAD TOTALS
DISTRIBUTION PANEL LOAD TOTALS
409.9
340,832
498.9
414,784
NOTES: 1) PUMP IS NON -COINCIDENTAL WITH COMPRESSOR INAS CIATED RAUNIT.
2) DIV. FACTOR FOR CRA UNITS ACCOUNTS FOR 60% DIVERSITY OF 30KW REHEAT IN EACH UNIT.
NOTES: 1) PUMP IS NON -COINCIDENTAL WITH COMPRESSOR IN ASSOCIATED CRA UNIT.
2) DIV. FACTOR FOR CRA UNITS ACCOUNTS FOR 60% DIVERSITY OF 30KW REHEAT IN EACH UNIT.
MECHANICAL DISTRIBUTION PANEL 'MDPCI 000'
PROJECT: EDGECONNEX
JOB NUMBER: C 1395
DISTRIBUTION PANEL RATINGS: 480V, 30,3W, 800A
DISTRIBUTION PANEL LOADS
#
#
DESCRIPTION
F.L.A.
VOLT.
PH.
DIV.FACTOR
LOADTOTALF.L.A.
VOLT-AMPERES
3
4
CRA UNITS (INCLUDES REDUNDANT AND FUT.) (NOTE 2)
93.7
480
3
216.4
0.77
288.6
239,939
REF. PUMPS (NOTE 1)
4
REF. PUMPS (NOTE 1)
7.0
480
3
0
0.00
0.0
0
16.8
4
DUAL COND. UNITS
16.8
480
3
1.00
67.2
55,870
480
1
ELEC. RM CRA UNIT
39.2
480
3
1
1.00
39.2
32,591
3
1
ELEC. RM COND. UNIT
8.4
480
3
PANEL LCPD1000 FULLY LOADED
1.00
8.4
6,984
1.00
1
PANEL LCPC1000 FULLY LOADED
90.3
480
3
5.3
1.00
90.3
75,036
5.3
1
25% LARGEST MOTOR (CRA COMP.)
5.3
480
3
1.00
5.3
4,365
DISTRIBUTIION PANEL LOAD TOTALS
409.9
340,832
DISTRIBUTION PANEL LOAD TOTALS
498.9
414,784
NOTES: 1) PUMP IS NON -COINCIDENTAL WITH COMPRESSOR IN ASSOCIATED CRA UNIT.
2) DIV. FACTOR FOR CRA UNITS ACCOUNTS FOR 60% DIVERSITY OF 30KW REHEAT IN EACH UNIT.
NOTES: 1) PUMP IS NON -COINCIDENTAL WITH COMPRESSOR IN ASSOCIATED CRA UNIT.
2) DIV. FACTOR FOR CRA UNITS ACCOUNTS FOR 60% DIVERSITY OF 30KW REHEAT IN EACH UNIT.
R E D
CITY OF TUIVALA
SEP 15 2016
PERMIT CENTER
SEPARATE
PERMITAND
APPROVAL
REQUIRED
F -
co
0 _'r -<
LLI cy),
W
LO
cvl:)
C
DRAWN: WAM
REVIEWED: RWB
PROJECT NO.: C1395.00 r.J4,92
BURR COMPUTER ENVIRONMENTS, INC.
MECHANICAL DISTRIBUTION PANEL'MDPDI GOO'
PROJECT: EDGECONNEX
JOB NUMBER: C1395
DISTRIBUTION PANEL RATINGS: 480V, 30,3W, 800A
DISTRBUTION PANEL LOADS
#
DESCRIPTION
F.L.A.
VOLT.
PH.
DIV.FACTOR
LOADTOT-ALF.L.A.
VOLT-AMIPER-ES
3
CRA UNITS (INCLUDES REDUNDANT AND FUT.) (NOTE 2)
93.7
480
3
0.77
216.4
179,954
3
REF. PUMPS (NOTE 1)
7.0
480
3
0.00
0.0
0
3
DUAL COND. UNITS
16.8
480
3
1.00
50.4
41,903
1
ELEC. RM CRA UNIT
39.2
480
3
1.00
39.2
32,591
1
ELEC. RM COND. UNIT
8.4
480
3
1.00
8.4
6,984
1
PANEL LCPD1000 FULLY LOADED
90.3
480
3
1.00
90.3
75,036
1
25% LARGEST MOTOR (CRA COMP.)
5.3
480
3
1.00
5.3
4,365
DISTRIBUTIION PANEL LOAD TOTALS
409.9
340,832
NOTES: 1) PUMP IS NON -COINCIDENTAL WITH COMPRESSOR IN ASSOCIATED CRA UNIT.
2) DIV. FACTOR FOR CRA UNITS ACCOUNTS FOR 60% DIVERSITY OF 30KW REHEAT IN EACH UNIT.
R E D
CITY OF TUIVALA
SEP 15 2016
PERMIT CENTER
SEPARATE
PERMITAND
APPROVAL
REQUIRED
F -
co
0 _'r -<
LLI cy),
W
LO
cvl:)
C
DRAWN: WAM
REVIEWED: RWB
PROJECT NO.: C1395.00 r.J4,92
BURR COMPUTER ENVIRONMENTS, INC.
Load
Type
Volts:
kAIC:
Cu Bus:
MCB:
MLO:
208Y/120
22
400
400
Panel:
3 -Phase, 4 -Wire
R-PPAOX00
Door in Door Construction:
NEMA Rating: 1
Feed Thru:
Surf. Mtd:
Flush Mtd:
New/Exist.: NEW
0
Ckt
#
Load
(VA)
RECEPT WHIP Description of Load
TYPE LENGTH
Type Ckt
Brkr
Phase A
(VA)
Phase B
(VA)
Phase C
(VA)
Ckt Type RECEPT WHIP Description of Load Load
Brkr TYPE LENGTH (VA)
Cktl
#
1
0 (WH) Water Heater
7PACE
0
0
0
0
0
0
0
0
0=1
0
m
0
0
fO
0
0
L
0
L 0
L 0
0
0
0
0
0
0
0
0
.0
0
0
0
0
0
0
SPACE
0
2
3 SPACE
SPACE
4
5 SPACE
SPACE
6
7 SPACE
SPACE
8
9 SPACE
SPACE
10
11 SPACE
SPACE
12
13 'SPArlr_
CE
SPACE
14
15 'SPACE
SPACE
16
17 SPACE
SPACE
181
19 SPACE
SPACE
20
21 SPACE
SPACE
22
23 SPACE
SPACE
24
25 SPACE
SPACE
26
27 SPACE
SPACE
28,
29 SPACE
SPACE
30
31 SPACE
SPACE
32
33 SPACE
SPACE
34
35 SPACE
SPACE
36
37 SPACE
SPACE
38,
39 SPACE
SPACE
40
41 SPACE
SPACE
4T
43 SPACE
SPACE
44
451 SPACE
SPACE
46
47 SPACE
SPACE
481
491 SPACE
SPACE
50
51 SPACE
SPACE
52
53 SPACE
SPACE
54
55 SPACE
ISPAM
56
57 SPACE
SPACE
581
591 SPACE
SPACE
60
61 SPACE
SPACE
62
63 SPACE
SPACE
64
65 SPACE
SPACE
66
67 SPACE
SPACE
68,
691 SPACE
SPACE
70
71 SPACE
SPACE
72
73 SPACE
SPACE
74
75 SPACE
SPACE
76
77 SPACE
SPACE
78
r11=
791 SPACE
WSubtals.
SPACE
80
811 SPACE
SPACE
82
831 SPACE
1 ISPACE
84
0
0
1
Load
Type
Connected
Load
Diversified Load
Load IType
Connected
Load
DKersified
Load
(R) Receptacles
0
0 (L) Lighting
0
0
(C) Cooling
0
0 (EL) Exterior Lighting
0
0
(H) Heating
0
0 (WH) Water Heater
0
0
(F) Fans
0
0 (MT) Largest Motor
0
0
(K) Kitchen Equipment
0,
o,(E) Elevators
0
0
(M) Miscellaneous
01
ol(SP) Subpanel
0 1
0
iotai connected Load:
Feed Thru Load:
Total Diversified Load:
U VA
U AMP6
VA
0 AMPS
0 VA
0 AMPS
R E C'I=- I VE 0
CITY OF TU1100ALA
SEp 15 2016
PERMIT CENTER
c�EpAPATE
PERMIT AND
APPROVAL
RFQUIRED
10400 Rodgers Road Ph: 281-374-8644
HOUSTON, TEXAS 77070 Fax: 281-374-8992
0-11 oqjw� I
DRAWN: WAM &4%
REVIEWED: RWB
PROJECT NO.: C1395.00 E403
LPOROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN
T 0 S F
CONSENT OF BURR COMPUTER ENVIRONMENTS, INC.
MECHANICAL SYMBOLS
MARK
EXF03000
MANUAL VOLUME DAMPER
SERVES
UPS/ELECT RM 2"
MOTORIZED VOLUME DAMPER
BDD
BDD
BACKDRAFT DAMPER
FD
FID
FIRE DAMPER
SID
SID
SMOKE DAMPER
FSD
L]91� FSD
COMBINATION FIRE/SMOKE DAMPER
RPM (MAX)
D
5
SMOKE DETECTOR
SONES(MAX.)
Lcl,
f
RISE IN DUCT ELEVATION
VOLTS/PHASEIHEIRTZ
120/1/60
CRA10000
DROP IN DUCT ELEVATION
COOK
E - EXISTING TO REMAIN
RADIUS ELBOW
ACE -D
OA OUTSIDE AIR
MITERED ELBOW WITH TURNING VANES
90C15DM
AFF ABOVE FINISHED FLOOR
BRANCH CONNECTION TO MAIN
1,2
SA SUPPLY AIR
BDD BACKDRAFF DAMPER
SWR - SIDEWALL REGISTER
CRAC COMP. RM. A/C UNIT
TRANSITION
RHG REFRIGERANT HOT GAS
CFM - CUBIC FEET PER MINUTE
DUCT WITH INTERNAL LINER
3
2
FLA(EACH)
SUPPLY DUCT UP, DOWN
I
OFC] - OWNER FURNISHED, CONTRACTOR INSTALLED. OWNER FURNISHED ITEMS ARE PURCHASED AND
,WARRANTED -AS STATED IN THESE DOCUMENTS BY BURR COMPUTER ENVIRONMENTS, INC.
8.4
RETURN/EXHALIST DUCT UP, DOWN
VOLTS/PHASE/HERTZ
9100
SUPPLY GRILLE WITH AIR QUANTITY
460/3/60
Z100R/100E
RETURN/EXHALIST GRILLE WITH AIR QUANTITY
REMARKS
1,2,3,4
THERMOSTAT
1,2,3,4
1,2,3,4
HUMIDISTAT
480/3160
480/3160
TEMPERATURE/HUMIDITY SENSOR
368
ELI
TEMPERATURE SENSOR
FULL LOAD AMPS (FLA)
3.5 (EACH)
3.5 (EACH)
3.5 (EACH)
3.5 (EACH)
NA
FAN SCHEDULE
MARK
EXF03000
�--RHG----�
SERVES
UPS/ELECT RM 2"
REFRIGERANT LIQUID
TYPE]DRIVE
ROOF/DIRECT
C7_�
CFM
200
CAP
EXF. S.P. (IN. W.G.)
0.30
MCL165E1A
HORSEPOWER (WATrS)
118(53)
TEE OR BRANCH CONNECTION
RPM (MAX)
1,213
DATA HALL 2
SONES(MAX.)
4.3
UPS ROOM 2
VOLTS/PHASEIHEIRTZ
120/1/60
CRA10000
MANUFACTURER
COOK
E - EXISTING TO REMAIN
SERIES
ACE -D
OA OUTSIDE AIR
MODELNUMBER
90C15DM
AFF ABOVE FINISHED FLOOR
NOTES
1,2
SA SUPPLY AIR
NOTES:
1. PROVIDE BIRDSCREEN, GRAVITY BACKDRAFT DAMPER, 12"
HIGH ROOF CURB, AND FAN SPEED CONTROL.
2. FAN SHALL RUN CONTINUOUSLY.
MECHANICAL SYMBOLS
�- PC D ----q
PUMPED CONDENSATE DRAIN
�--RHG----�
REFRIGERANT HOT GAS
R L
REFRIGERANT LIQUID
MANUFACTURER
PIPE UP
C7_�
PIPE DOWN
LIEBERT
CAP
MODELNUMBER
90* ELBOW
MCL165E1A
RISE OR DROP IN ELEVATION
MCL165E1A
TEE OR BRANCH CONNECTION
147
CONNECT TO EXISTING
DATA HALL 2
DATA HALL 2
DATA HALL 2
UPS ROOM 2
CRAC UNrr SERVED
CRA09000
CRA10000
CRA11000
ABBREVIATIONS
E - EXISTING TO REMAIN
PCD PUMPED CONDENSATE DRAIN
R - RELOCATE
OA OUTSIDE AIR
D - DEMOLISH
EA EXHAUST AIR
AFF ABOVE FINISHED FLOOR
RA RETURN AIR
OBD OPPOSED BLADE DAMPER
SA SUPPLY AIR
BDD BACKDRAFF DAMPER
SWR - SIDEWALL REGISTER
CRAC COMP. RM. A/C UNIT
UNO - UNLESS NOTED OTJ-iERWISE
RHG REFRIGERANT HOT GAS
CFM - CUBIC FEET PER MINUTE
RL - REFRIGERANT LIQUID
3
2
FLA(EACH)
8.4
I
OFC] - OWNER FURNISHED, CONTRACTOR INSTALLED. OWNER FURNISHED ITEMS ARE PURCHASED AND
,WARRANTED -AS STATED IN THESE DOCUMENTS BY BURR COMPUTER ENVIRONMENTS, INC.
AIR-COOLED CONDENSING UNIT SCHEDULE (OFCI)
UNIT TAG
CON17091
CON18092
CON19101
CON20102
CON21 111
CON22112
CON35181
CON36182
CON47241
MANUFACTURER
LIEBERT
LIEBEIRT
LIEBEIRT
LIEBERT
LIEBERT
MODELNUMBER
MCL165EIA
MCL165E1A
MCL165EIA
MCL165E1A
MCL110E8A
AREA SERVED
DATA HALL 2
DATA HALL 2
DATA HALL 2
DATA HALL 2
UPS ROOM 2
CRAC UNrr SERVED
CRA09000
CRA10000
CRA11000
CRA18000
CRA24000
AMBIENT TEMP. ff)
105
105
105
105
105
REFRIGERANT TYPE
R -410A
R-41 OA
R -410A
R -410A
R -407C
FAN QUANTITY (EACH)
3
3
3
3
2
FLA(EACH)
8.4
8.4
8.4
8.4
5.6
VOLTS/PHASE/HERTZ
460/3/60
460/3/60 j
460/3/60
46013/60
46013/60
REMARKS
1,2,3,4
1,2,3,4
1,2,3,4
1,2,3,4
2,4
REMARKS:
1. 18"SUPPORT LEGS,
2. FACTORY WIRED DISCONNECT SWITCH.
3. ONE(1) REFRIGERANT RECEIVER AND BRACKET ASSEMBLY FOR EACH 3 -FAN CONDENSING UNIT SECTION.
4. ALARM TERMINAL CONNECTIONS.
ECONO-PHASE REFRIG. PUMP MODULE SCHEDULE (OFC1)
UN IT TAG
ERP09000
ERP10000
ERP11000
E RIP 18000
TITUS
SIDEWALL SUPPLY
ALUMINUM CONSTRUCTION, 3/4" BLADE SPACING, ALUMINUM FINISH,
0A
MANUFACTURER
LIEBERT
LIEBERT
LIEBERT
LIEBERT
AIR-COOLED
DIMENSION.
DOWNFLOW
TFUS
MODELINIUMBER
PR125AA6DD-0000
PR125AA6DD-0000
IPR125AA6DD-0000
PRI25AA6DD-0000
DOUBLE DEFLECTION WITH FRONT BLADES PARALLEL TO LONG
. v
A L
CRAC UNIT SERVED
CRA09000
CRA10000
CRAII 1000
CRA18000
0.2
0.2
HIP (EACH)
PUMP TYPE
REFRIGERANT
REFRIGERANT
REFRIGERANT
REFRIGERANT
75/61
QUANTITY OF PUMPS
2
2
2
2
HORSEPOWER
1.6
1.6
1.6
1.6
_j
0
0
VOLTS/PHASE/HERT-Z
480/3/60
480/3/60
480/3160
480/3160
320
368
FULL LOAD AMPS (FLA)
3.5 (EACH)
3.5 (EACH)
3.5 (EACH)
3.5 (EACH)
NA
REMARKS
1,2,3
1,2,3
1,2,3
1,2,3
mom- -
NOTES:
1 - DUAL PUMP CONFIGURATION WITH (1 + 1) REDUNDANCY.
2. 65,000 AMP SCCR
3. REFRIGERANT PUMP MODULE CONTROLLED BY ASSOCIATED CRAC ICOM CONTROL
AIR DEVICE SCHEDULE
MARK
MFR. & MODEL
TYPE
REMARKS
CRAl 1000 CRA 18000
TITUS
SIDEWALL SUPPLY
ALUMINUM CONSTRUCTION, 3/4" BLADE SPACING, ALUMINUM FINISH,
0A
301 FIL
AIR GRILLE
DOUBLE DEFLECTION W[TH FRONT BLADES PARALLEL TO LONG
TYPE
AIR-COOLED
AIR-COOLED
DIMENSION.
DOWNFLOW
TFUS
SIDEWALL EXHAUST/RETURN
ALUMINUM CONSTRUCTION, 3/4" BLADE SPACING, ALUMINUM FINISH,
OB
350 FL
AIR GRILLE
DOUBLE DEFLECTION WITH FRONT BLADES PARALLEL TO LONG
. v
A L
DIMENSION.
NOTES:
1 - STANDARD WHITE FINISH.
2. PROVIDE SQUARE TO ROUND NECK TRANSITION FOR CONNEC11ON TO FLEX DUCT.
T
A:
1. REFER TO !HE SPECIFICATIONS FOR ALL MATERIALS, MANUFACTUR, RS, METHODS OF
CONSTRUCTION AND INSTALLATION PROCEDURES UNLESS NOTED OTHERWISE IN THIS SET OF
DILANS.
. 7HE' r'O � 1 TRACTOR IS RESPONSIBLE FOR VISITING THE SITF IND BECOMING FAM11 IAR 'vVITI,
2 - A L
E- SCOPF CE T:jjS PRn.jF17
L
Xi JINjr' P WITHIN TH
T EU;z Dl�,�G AND CONDITIONS . TH
�, 'il '"') - - - F PR I
1_ON-RA-`T'P !�� RcSPCNSIBL' 'OR COORDINATING WITH OIHE'� TRADFI� , lop 70
EASPRICATING 4ND INS r � I INC THE MECHANICAL ��YST'VS.
SIALL L I - c.
3. THE APPROXIMATE LOCATIONS OF MECHANICAL ITEMS ARE SHOWN ON TH_ D NS. TH SE
I - L : LA LE
OT D -T
PLANS ARE N INTENDED TO GIVE COMPLETE AND ACCURATE EIAILS IN REGARD -10
LOCATiON CIE' DEVICES, EQUIPMENT, ETC.. EXACT LOCATIONS SHALL OF DE T ERMINED BY
I
ACTUAL MEASUREMENTS TAKEN AT THE BUILDING AND IN COORDINATION WITH
L
\CONDITIONS AND ALL OTHER TRADES.
4. ALL WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES. THF CONTRACTOR
SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS.
5. WORK SHAU BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL INCLUDE ALL LABOR
AND MATERIALS 'ESSENTIAL -10 PROVIDE COMPLETE 11-UNCTIONING SYSTEMS AS DESCRIBED IN
THE "ONTRA"T DOCUMENTS. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN T HE
T CTOR
EVEN. OF NEED FOR EXP'.-ANATION, THE CONTRA SHALL REQUEST ADDITIONAL
FRO
INFORMATION r M THE ARCH ITECT/ENGI NEER. WORK SHALL NOT PPROCEED 'MTHOUI_
CONFIRMATION BY THE ARCHITECT/ENGINEER.
6. THE CONTRACIOR IS REQUIRED TO PROVIDE SUBMI17ALS FOR ALL MATERIALS MIND
EQUIPMENT ]TO BE INSTALLED WITHIN THE SCOPE OF THIS PROJECT.
THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THE EQUIPMENT PURCHASED BY
THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLET;ON AS DETERMINED
BY THE OWNER.
8. THE CONTRACTOR SHALL WARRANT THE EQUIPMENT AND INSTALLATION Or' THE EQUIPMENT
PURCHASED BY THE CONTRACTOR FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL
COMPLETION AS DETERMINED By THE OWNER.
9. DUCT DIMENSIONS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE DIMENSIONS.
10. GRILLES, REGISTERS, AND DIFFUSERS SHALL BE AS PER T
;,HE SCHEDULE ' FRAME TYPE OF
EACH DEVICE SHALL BE DESIGNED FOR THE CEILING TYPE IN WHICH iT IS INSTALLED.
1 1 . COORDINATE THE 'LOCATION OF ALL AIR DISTRIBUTION DEVICES WITH THE ARCHITECTURAL
REFLECTED CEILING PLAN, INCLUDING LIGHT FIXTURES, SPRINKLER HEADS, SPEAKERS, AND
SMOKE DETECTORS.
12. MECHANICAL EQUIPMENT AND DEVICES (VALVES, DAMPERS, TERMINAL UNITS, ETC.)
INSTALLED ABOVE INACCESSIBLE CEILINGS SHALL HAVE ACCESS DOORS INSTALLED IN THE
CEILING TO ALLOW FOR SERVICE. THE MECHANICAL CONTRACTOR SHALL FURNISH THESE
ACCESS DOORS FOR THE GENERAL CONTRACTOR TO INSTALL. THE MECHANICAL
CONTRACTOR SHALL COORDINATE THE LOCATION OF THESE DOORS WITH THE ARCHITECT TO
BEST ALLOW FOR SERVICE AND ARCHITECTURAL APPEARANCE.
13. THE CONTRACTOR SHALL PROVIDE TEMPORARY FILTER MEDIA AS REQUIRED FOR THE
OPERATION OF CRAC'S, RTU'S DURING CONSTRUCTION. THESE FILTERS ARE TO BE
CHANGED AS NEEDED THROUGHOUT THE CONSTRUCTION PROCESS. THE UNITS SHALL NOT
RUN WITHOUT THESE FILTERS INSTALLED. THE CONTRACTOR SHALL INSTALL THE FILTERS
PROVIDED WITH THE UNIT PRIOR TO THE AIR BALANCE OF EACH UNIT. REFER TO
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
14. VERIFY LOCATION OF THERMOSTATS AND SPACE TEMPERATURE SENSORS WITH THE
ARCH ITECT/ENGIN EER PRIOR TO INSTALLATION. INSTALL THERMOSTATS AND SENSORS AT THE
SAME CENTERLINE ELEVATION AS LIGHT SWITCHES.
15. ALL MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME -SPREAD INDEX OF
NOT MORE THAN 25 AND A SMOKE -DEVELOPED RATING OF NOT MORE THAN 50 WHEN TESTED
IN ACCORDANCE WITH THE TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING
MATERIALS, ASTM E -84-91A AND ANSIAL 723-86.
16. MECHANICAL CONTRACTOR TO PROVIDE AIRSIDE TEST AND BALANCE (NEBB OR AABC) FOR ALL
AFFECTED HVAC SYSTEMS, INCLUDING ALL AIR DEVICES, AIR TERMINAL UNITS AND FAN COIL
UNITS WITHIN THE SCOPE OF WORK. REFER TO SHEET M2.1 FOR AIR QUANTITIES.
CRAC UNIT SCHEDULE (OFCI)
UNFTTAG
CRA09000 CRA 10000
CRA24000
1
CRAl 1000 CRA 18000
MECHANICAL SYMBOLS, NOTES, SPECIFICATIONS, &
LIEBEIRT MODEL NUMBER
DA15ODPlA
VS042ADAOOO
AREA SERVED
DATA CENTER 2
UPS RMI 2
TYPE
AIR-COOLED
AIR-COOLED
UNIT CONFIGURATION
DOWNFLOW
UPFLOW
Z
SUPPLY AIR (CFM)
18,000
6,300
M7.2
MECHANICAL SECTIONS AND DE7AILS
. v
A L
MOTOR QUANTITY
3 EC
1
EXT. SP (IN. W.G.)
0.2
0.2
HIP (EACH)
3.7
7.5
EAT DB/WI3 ff)
75161
75/61
0
0
LAT IDB/WB ff)
55154
55/54
(9
z
SENSIBLE COOLING CAPACITY - KW (MBH)
134(457)
36.4 (124.2)
_j
0
0
TOTAL COOLING CAPACITY - KW (MBH)
134(457)
42(143.3)
FACE VELOCITY (FPM)
320
368
TYPE
INFRARED
NA
mom- -
:D
CAPACITY (LBS/HR)
22.0
NA
kW
30.0
NA
r
w
7
R
........................
w
_j w
w
STEPS
3
NA
FLA (FLA W/ HUM & REHEAT LOCKED OUT)
102.7 (91.1)
39.2 (NA)
w
_j
V/PHIHZ
460/3/60
460/3/60
w
w
2
04 <
w
REQUIRED MINIMUM EER
10.1
10.1
_j
IL
2E
EQUIPMENT EER
10.2
10.2
8
REMARKS
1. 2,3,4,5,6,7..8,9, 10.
3,4,5,6,9,10,11,12,
11,12,13,14,15,16
14,15,16,17,18
REMARKS:
1. ELECTRICALLY COMMUTATED FAN MOTORS.
2. R -410A REFRIGERANT -
3. 4" FILTERS, MERV-8 RATING.
4- LT460-Z25 LEAK SENSOR WITH 25 FT LEAK DETECTION CABLE. FIELD INSTALLED.
5. FACTORY INSTALLED DUAL FLOAT CONDENSATE PUMP.
6. ADVANCED MICROPROCESSOR -BASED TEMPERATURE AND HUMIDITY CONTROLS.
7. ACCOMPANIED BY RESPECTIVE MICRO -CHANNEL AIR-COOLED CONDENSER AND
ECONOPHASE REFRIGERANT PUMP PACKAGE. REFER TO ACCU SCHEDULE.
8. 30" HIGH FLOOR STAND.
9. 65,000 AMPS SHORT CIRCUIrr CURRENT RATING.
10. NON-LOCKING DISCONNECT SWITCH.
11. ACCOMPANIED BY RESPECTIVE MICRO -CHANNEL AIR-COOLED CONDENSER.
REFER TO ACCU SCHEDULE.
12. LOW VOLTAGE TERMINAL PACKAGE.
13. REHEATAND HUMIDIFIER LOCKOUT.
14. UNITY COMMUNICATION NETWORKING CARD.
-15.-SMOKE SENSOR WITH UNIT ALARM AND SHUTDOWN, INCLUDING SUPERVISION CONTACT
16. iCOM CONTROL WITH LARGE DISPLAY.
17. R -407C REFRIGERANT.
18. AIR DISTRIBUTION PLENUM.
��l �,a* q� pim I �piii �
'i . REFRiGERAN-i PIPING UP THROUGH 2": DRAWN TEMPER COPPER TUBING ASTM B 88 TYPE 'L' *ITH
WROUGHT COPPER FITTINGS (ASTM B16.22). SILVER SOLDER ALL JOINTS WITH AWS A5.8 CLASSIFICATION
6 AG -`1 SLVER 501-C'ER. U-1,11-1ZE NITROGEN PURGE liiHILE 5RA7iNG.
2. REFRiGE'RAN7 VA!VES
I - L
4 �HUT Dr -F vALV__ Up T,14,POUGH 22':
1 �'TRA�IC-iT EALI - VA1_VE_S: VALVE RATED E-OR 500 PSIG WORKING PRFSSURE AND 2757
�PIDRK!�q;-j TEMPERATURE FULL PORI, FORGED BRASS OR BRONZE ROUr ANL BONNET COVER,
E- BAL; , PTFE, OR TFE 'EATS, AND WITH SGi DER �ND 'ONNECTiONS.
I- OME PLATED BRONLL L C
7 D - A N IS L E VALVES: RATED FOR 500 PSIG WORKING PRESSURE AND 2 7/5" WO R K I N G
A URE. _'APq WITH COPPM,
T � FORCED BRASS OR BRONZE BODY, FORGED BRASS SEAL
,:.ASKc`. PACK SEATING, RISING STEM AND SEAT, MOLDED STEM PACKIN(�, AND V 17H SOLDER END
B) SERVICE VALVES: RATED FOR 500 PSIG WORKING PRESSURE AND 275*1F NOPv1ING TEMPERATURE
FORCED, BRASS BODY WITH COPPER STUBS, BRASS CAPS, REMOVABLE VALV'r CORE AND NITh SOLDER
IND 'CONNECTIONS.
R RIGERAN SPECIALTIES-
EF1 T
A) MO'STURE/LIQUID INDICATORS: RATED FOR 500 PSIG WORKING PRESSURE AND 275'F WORKING
TEMPERATURE. ALL BRASS BODY WITH REPLACEABLE, POLISHED, CAL 'ViEWIN'; WINDOW TH
OPT! vvl.
COLOR CODED MOISTURE INDICATOR AND WITH, SOLDER END CONNFr'T: 'INS.
C1 17. THROUGH, OR ANGLE T1 D�:_ PRESSURE AND
B) S TRAI _. P 0 L (� L STRAINERS: RATED FOR 500 PS!G WORKIN,) r-
2757 WORKING TEMPERATURE. FORGED BRASS OR STEEL BODY WITH STAINLESS STEEL WIRE OR
BRASS REINFORCED MONEL SCREEN. 80 -10 100 MESH IN LIQUID LINES UP TO 11Y8" IN SIZE, 60
MESH.' FOR ARGER LIQUID LINES, AND 40 MESH IN SUCTION UNES. ��ROVIDE SCREWED r_'11FAN OUT
PLUG AND SOLDER 'END CONNECTIONS.
r
PERMANENT FILTER DRIERS: RATED 'FOR 350 PSIG WORKING PRESSURE AND 225T WORKING
TEMPERATURE STEEL SHE! - L AND WROUGHT COPPER FITTINGS FOR SOLDER END CONNECTIONS.
I
MOLDED FELT CORC SURROUNDED BY DESSICANT.
4. PIPING INSULATION:
TH K
A) REFRIGERANT 'PIPING (HOT GAS AND LIQUID FOR DATA CENTER DSE SYSTEMS): 1/2' . IC
E'7
CLOSED-CE'LL FILEXIBLE ELASTOMERIC. ALUMINUM JACKET WITH PRE -MOLDED I iTINGS (OUTDOOR
0 N LY).
B REFRIGERANT PIPING (HOT GAS FOR UPS RM DS SYSTEMS): 1 THICK D OSED-CELL FLEXIBLE
L L
EELASTOMERIC. ALUMINUM JACKET WITH PRE -MOLDED FITTINGS (OUTDOOR ONLY"
C) CONDENSATE DRAIN: Y2" T 'R
H!CK FIBERGLASS WITH ASJ. SEAL VAPOR BARRIE 71RE-MOLDED
FITTINGS.
IT
5. ALL DUCTWORK SHALL BE CONSTRUCTED OF NEW LOCK FORMING QUAL IY GALVANIZED SHEET METAi N
ACCORDANCE WIT ;AT
IH THE L IEST SMACNA STANDARDS TO 'HE 2" W.C. PRESSURE CLASSIFICATION. ALL
LONG ITUDINAL SEAMS AND TRANSVERSE jOINTS SHALL BE SEALED PER SMACNA DUCT SEALING
REQUIREMENTS SEAL CLASS "B". SEAL WITH A WATER BASED ADHESIVE SEALER DESIGNED FOR MEDIUM
VELOCITY DUCT SYSTEMS. SEALER SHALL BE HARDCAST, INC., "IRON GRIP WATER BASE DUCT SEALANT
#601." DUCTWORK SHALL OF HUNG AS HIGH AS POSSIBLE FROM THE BUILDING STRUCTURE WITH HANGER
ASSEMBLIES IN ACCORDANCE WITH "SMACNA" REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE
ADDITIONAL RISES, DROPS, AND OFFSETS IN DUCTWORK AS REQUIRED.
6. ALL INSULATION SHALL HAVE A COMPOSITE (INSULATION, JACKET OR FACING, AND ADHESIVE USED TO
ADHERE FACING OR jACKET TO INSULATION) FIRE AMD SMOKE HAZARD RATING (AS TESTED BY PROCEDURE
ASTM E84, NFPA 225, AND UL 273) NOT EXCEEDING A FLAME SPREAD RATING OF 25 AND A SMOKE
DEVELOPED RATING OF 50.
7. ALL EXPOSED SUPPLY, RETURN, AND EXHAUST AIR DUCTWORK SHALL NOT BE INSULATED. ALL CONCEALED
SUPPLY, RETURN, AND EXHAUST AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH 1 112" THICK
DUCT WRAP, 3/4 LB/CU.FT. INSULATION. INSULATION SHALL HAVE A FACTORY APPLIED FOiL-SKRIM-KRAFF
FACING CONSISTING OF 0.35 MIL. ALUMINUM FOIL REINFORCED WITH CLASS YARN MESH AND LAMINATED TO
40 POUND CHEMICAL TREATED, FIRE RESISTANT KRAFT. OVERLAP ALL SEAMS, STAGGER LONGITUDINAL
SEAMS. SEAL SEAMS WITH 4" WIDE PRESSURE SENSITIVE TAPE AND OUTWARD CLINCHING STAPLES. USE
SPEED CLIP PINS ADHERED TO DUCT SURFACES OVER 18" IN WIDTH ON 16" CENTERS AND MAX. 3" FROM
INSULATION SEAMS. APPLY BRUSH ON VAPOR RETARDANT MASTIC OVER TAPE EDGES, PINS, AND TEARS IN
THE FOIL VAPOR BARRIER. MINIMUM INSULATION MUST MEET JEC (R-3.3).
Fill
CODE REFERENCE 2006 IFC CHAPTER 6 SECTION 608.5 - STATIONARY LEAD -ACID BATTERY SYSTEM VENTILATION.
T
SECTION 608.5 - LIMIT HYDROGEN 10 LESS THAN 1% CONCENTRATION OF SPACE VOLUME
UPS ROOM :
VOLUME: 2,215 SQ.F. x 20' HIGH � 44,300 CU.FT. VOLUME.
UPS ROOM 2 IS DESIGNED To CONT A IN FOUR(4) UPS MODULFS WIT H 120 BATTERIES FAC��.
HYDROGEN GASSING FROM MANUFACTURER'S DATA:
0
- EACH BATTERY CELL HAS A HYDROGEN GASSING RATE OF 0.001134 CF/HR/CELL DURING �b!_L CHARGING
(WORST CASE).
- TOTAL GASSING RATE IS (480 CELLS) x (0.00134 CF/HR/CELL) = 0.643 CF/HR.
- HYDROGEN GASSING AIR CHANGE IS (0.643 CF/HR) x (1 AC/44,300 CF) = 0.00001452 HYDROGEN
AC/HR
- MAX. ALLOWABLE 1% HYDROGEN CONCENTRATION OF ROOM VOLUME IS (44,300 CF) x (0.01) = 44�
C F.
- TIME TO PRODUCE 443 CF OF HYDROGEN IS (443 CF) / 0.643 CF/HR = 689 HIRS = 29 DAYS.
UPS RM 2 EXHAUST SYSTEM:
- UPS ROOM 2 EXHAUST SYSTEM EXHAUSTS (200 CF/M) x (60 M/HR) = 12,000 CF/HR >> 0.643
CF/HR.
- EXHAUST SYSTEM AIR CHANGE(AC) RATE IS (12,000 CF/HR) x (I AC/44,300 CF) = 0.27 AC/HR >>
0.00001452 HYDROGEN AC/HR.
R E C E � I V= Di
CITY OF TUMVI'LA
SEP 15 2016
PERMIT CENTER
MECHAMCAL DH"'Alk W,R4G
MEA"
NUMBER
DRAWING TITLE
1
Mo. I
MECHANICAL SYMBOLS, NOTES, SPECIFICATIONS, &
SCHEDULES
M1.1
MECHANICAL DEMOLITION PLAN
M2.1
MECHANICAL PIPING PLAN
M2.2
MECHANICAL ROOF PLAN
M3.1
MECHANICAL DUCTWORK PLAN
i:
M7.1
MECHANICAL SECTIONS AND DETAILS
SEPARATE
PE MIT Ahin
M7.2
MECHANICAL SECTIONS AND DE7AILS
. v
A L
a cm-cu-sif 4%viw
10400 Rodgers Road Ph: 281-374-8644
HOUSTON, TEXAS 77070 Fax: 281-374-8992
a
Iu%M & MVISIONS
No.
Date
Dmfipfion
1
9/9/16
ISSUE FOR PERMIT
I F
i:
F
"I'll . . . . . . . . . . .
mom- -
7
R
........................
Iu%M & MVISIONS
No.
Date
Dmfipfion
1
9/9/16
ISSUE FOR PERMIT
I F
i:
F
SEMErNO.
DRAWN: TRF
REVIEWED: RWB
PROJECT NO.: C 1395.00
NOT OR DISCL680-��-OR-'0-8r-Wi-THOUT---T-HE WRITTEN
BURR COMPUTER ENVIRONMENTS, INC.
Two Lincoln Centre
5420 LBJ Freeway,
Suite 1100
Dallas, TX 75240
Phone: 214/273-1559
v
x
CD
Uj
ca
DRAWN: TRF
REVIEWED: RWB
PROJECT NO.: C1395.0
0
NOT FOR DISCLOSURE OR USE WITI-
BURR COMPUTER ENVIRONMENTS, INC.
Two Lincoln Centre
5420 LBJ Freeway,
Suite 1100
Dallas, TX 75240
Phone: 214/273-1559
DRAWN: TRF
REVIEWED: RWB
PROJECT NO.: C1395.00
M201
PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN
CONSENT OF BURR COMPUTER ENVIRONMENTS, INC.
. . . . . . . . . . . . . ......... I
. . . . . . . . . . . . . . . . . . .
DRAWN: TRF
REVIEWED: RWB
PROJECT NO.: C1395.00
M201
PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN
CONSENT OF BURR COMPUTER ENVIRONMENTS, INC.
Two Lincoln Centre
5420 LBJ Freeway,
Suite 1100
Dallas, TX 75240
Phone: 214/273-1559
a
DRAWN: TRF
REVIEWED: RWB
PROJECT NO.: C1395.00
M2,92
BURR COMPUTER ENVIRONMENTS, INC.
.. . .......
... ...... .
----------
DRAWN: TRF
REVIEWED: RWB
PROJECT NO.: C1395.00
M2,92
BURR COMPUTER ENVIRONMENTS, INC.
Two Lincoln Centre
5420 LBJ Freeway,
Suite 1100
Dallas, TX 75240
Phone: 214/273-1559
ISSM&REVISIONS
No.
Date
JE- Dmflpfion
1
9/9/16
ISSUE FOR PERMIT
iN I 04W
L] *4
DRAWN: TRF
REVIEWED: RWB
PROJECT NO.: C 1395.00
M301
PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN
CONSENT OF BURR COMPUTER ENVIRONMENTS, INC.
Lu
co
OPENING IN STUD WALL FOR DUCT
PENETRATION SHALL HAVE A STUD FRAME
ON ALL SIDES. RETAINING ANGLE SHALL
BEAR ON STUD FRAME.
RATED WALL OR PARTITION CONNECT SLEEVE TO DUCT WITH SLIP JOINT
SHOULDER BOLT DAMPER BLADE ASSEMBLY WITH DUCT TRANSITION
DEMISING WALL UL LISTED FUSIBLE LINK
OR RATED PARTITION_�
/-FILL VOID WITH APPROVED
NON-COMBUSTIBLE MATERIAL (ROCK REFRIGERANT PIPE
SHEETMETAL SLEEVE--\ WOOL INSULATION). AT RATED
PARTITIONS, SEAL BOTH ENDS OF _�_PIPE INSULATION
OPENING WITH APPROVED FIRE -CAULK �AIR FLOW
/-CUSHION
CLAMP--\ 0.
UNISTRUT SIDEWALL SUPPLY AIR GRILLE-/ "LDUCT
ACCESS DOOR IN DUCT. REFER TO
SPECIFICATIONS FOR DOOR TYPE
PIPING AND SIZE.
ESCUTCHEON PLATE ON PIPES
EXPOSED WITHIN ROOMS ROOF 1-1/2"xl-1/2"xl/8" RETAINING ANGLE.
SEE NOTE.
VDURA-BLOK MODEL DB6 ROOF PIPE SUPPORT WITH
RUBBER BASE. NO ROOF PENETRATION REQUIRED.
COORDINATE LENGTH OF SUPPORT WITH REFRIG PIPING NOTES:
AND ELECT CONDUIT REQUIREMENTS. 1. PROVIDE UL LISTED DAMPER AND SLEEVE IN ACCORDANCE WITH UL 555.
2. INSTALL DAMPER AND SLEEVE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS NOT TO VOID UL
LISTING.
3. EXTEND SLEEVE BEYOND WALL MAX. 6 INCHES.
4. PROVIDE EXPANSION SPACE PER MANUFACTURER'S INSTRUCTION, BUT NOT LESS THAN 1/8" PER LINEAL
FOOT IN BOTH DIRECTIONS.
NOTES: 5. PROVIDE MINIMUM 1-1/2" x 1-1/2" x 1/8" RETAINING ANGLE ON TOP, BOTTOM AND SIDES. ATTACH
1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. ANGLES TO SLEEVE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ANGLES SHALL OVERLAP WALL A
2) SPACING OF SUPPORTS PER SPECIFICATIONS. SUPPORT SPACING SHALL BE BASED MINIMUM OF 1".
ON THE SMALLEST DIAMETER PIPE SUPPORTED BY THE RACK.
1-,^r"% W A
P"n"ING AT INTERFUH ALL /II6� ROOF PIPE SUPPORT /6�\ DUCT FIRE DAMPER
te
VT7 17 NOT TO SCALE NOT TO SCALE VM7711 NOT TO SCALE
NOTE:
ELEVATE A/C UNIT SUFFICIENT DISTANCE ABOVE FINISHED FLOOR
OR ROOF TO ALLOW FOR INSTALLATION OF TRAP WITH ADEQUATE
DIMENSIONS TO WITHSTAND SYSTEM OPERATING PRESSURE.
COORDINATE WITH DETAIL FOR A/C UNIT MOUNTING.
REMOVABLE
FAN HOUSING
NON-FUSED
DISCONNECT
SWITCH
VENT MAIN SUPPLY
SEE SPECIFICATIONS RETURN OR
FOR PIPING MATERIAL EXHAUST DUCT
CLEAN OUT PLUG TYPICAL MANUAL
VOLUMEDAMPER
SPIN -IN FITTING MOTOR "OUT OF
3" UNION DRAIN PAN CONNECTION WITH MANUAL SPUN AIR STREAM"
VOLUME DAMPER ALUMINUM
TEE CAP
45*
Q
TEE
ONNECTION PIPE W
SIZE MIN. 1-1/4"
BIRDSCREEN
X 0
ELBOW
LWI rL-
\TYP. ROUND SECURE FAN TO CURB WITH
TAKE -OFF STAINLESS STEEL SCREWS AT ROUTE POWER LEADS TO
iv FAN INSIDE CORNER OF CURB
N\_BOTTOM 12" ON CENTERS, ALL SIDES
ROUTE PIPE TO NEAREST FLOOR DRAIN AS TYP. RECTANGULAR TAKE -OFF.
SHOWN ON PLANS USE SMACNA 45* ENTRY FITTING N 0 T E S
L = 1/4W (4" MIN.
1. BELT DRIVEN CENTRIFUGAL EXHAUSTER SHOWN , DETAIL IS SIMILAR
FOR DIRECT DRIVE CENTRIFUGAL EXHAUSTER. DETAIL ALSO APPLIES
TO UPBLAST ROOF EXHAUSTER.
TOTAL HEIGHT OF TRAP= X+H+ ( 1 1/2 x PIPE DIAMETER
FOR DRAW THRU UNITS FOR BLOW THRU UNITS
X= MIN. 1/2 H (PREFERRED X=H) X= FAN STATIC PRESSURE +1"
H= NEGATIVE STATIC PRESSURE +1" H= MIN. 1 "
rmk,IS A A Ilk I .Kvwmft� A A a- W�
CONDrtm AT 'Em DRA N PIPING. M 5� D U C T E"M A ONIC H TAKE Or 16 lb"2\ ROOF MOUIN'TED EXHAUST FAIN'
NOT TO SCALE VT77777 NOT T 0 SCALE M7.1 I NOT TO SCALE
STAINLESS STEEL ENCLOSURE
WITH REMOVABLE TOP.
CROSSBREAK OR SLOPE FOR
DRAINAGE. PREFORMED THERMOPLASTIC PIPE SADDLE SPLIT RING CLEVIS TYPE
WITH GALVANIZED CLAMP SIZED TO MATCH TYPE HANGER
,-,'-INSTALL 1" FOAM BOARD PIPE SIZE. CUSH-A-CLAMP, VIBRACLAMP, OR EQUAL. HANGER
INSULATION TIGHT TO INSIDE
WALLS OF ROOF
PENETRATION HANGER ROD AS REQUIRED
SPACING OF HANGERS
PER SPECIFICATIONS
STAINLESS STEEL COLLAR
SHOULDER BOLT
CD THREADED ROD TURNBUCKLE
AS REID',",
SLOPE PIPES DOWN AND
AWAY FROM HOOD REFRIGERANT PIPE PIPING
M REMOVABLE STAINLESS PIPE INSULATION
STEEL COUNTER -FLASHING
CLAMP--\\,,� I /.---CUSHION
ADHERED MEMBRANE
FLASHING Tll�
WELDED SEAM u u ULATION LwJ_ 18 GA. GALV.
MIN. 4" CLEARANCE t�:f �UNISTRUT SHEETMETAL SADDLE
FROM PIPE TO TOP UNISTRI IT BOLT UNISTRUT TO FLOOR. MINIMUM 8" LONG
OF CURB; MIN.
BETWEEN PIPES ------ SEALANT (IF REQUIRED FOR SHIM UNDERSIDE AS CUT HANGER ROD FLUSH
THE SPECIFIC SYSTEM) REQUIRED TO KEEP LEVEL WITH BOTTOM NUT. PROVIDE FULL CIRCUMFERENCE
---- ----- 12" LONG SECTION
SHEET -METAL GASKETED FASTENERS OF HIGH COMPRESSION
FLASHING RECEIVER (MINIMUM 2 PER SIDE) STRENGTH CLOSED -CELL
BONDING ADHESIVE INSULATION AT EACH
NOTES: HANGER POINT
2x6 MIN. WOOD NAILER
ATTACHED TO SUBSTRATE; SEAM PLATES AND 1) THIS DETAIL APPLIES TO INSULATED AND UNINSULATED COPPER PIPING. REFER TO
OVERALL THICKNESS TO FASTENERS SPECIFICATIONS FOR INSULATION REQUIREMENTS. NOTES:
MATCH INSULATION 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED.
COVER BOARD AND 2) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) MAXIMUM ALLOWABLE SPACING OF HANGERS:
SINGLE -PLY ROOF THERMAL INSULATION STEEL PIPE: Y2 " TO lY2- - 7'-0" O.C.
MEMBRANE 3) MAXIMUM ALLOWABLE SPACING OF HANGERS (HANGER SPACING SHALL BE BASED ON 2" TO 2y2" - 10'-0" O.C.
ROOF DECK NOTES: THE SMALLEST DIAMETER PIPE SUPPORTED BY THE RACK): COPPER PIPE: Y2 " TO lY4" - 5'-0" O.C.
1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. COPPER PIPE: Y2" TO 1)/4" - 5'-0" O.C. 2" TO 2Y2" - 8'-0" O.C.
2) SPACING OF SUPPORTS PER SPECIFICATIONS. SUPPORT SPACING SHALL BE BASED 2" TO 2Y2" - 8'-0" O.C. CAST IRON PIPE: ALL - 10'-0" O.C.
ON THE SMALLEST DIAMETER PIPE SUPPORTED BY THE RACK. 4) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. 3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION.
I"* A A R E C E I V`M
CITY OF TUk."WILA
ROOF P"' Em W T A �NGEfmlk RN 14 t- PFE H �E
KAT[ON RE to*- RIGE RAA NT PIPE SLIP"ORT I
WJLTlllP`LE PtPE HA H_ /6 Sf GL rz A H
T
NOT TO SCALE V M-7-17 NOT TO SCALE V M 77717 -NOT TO SCALE VT7.17 NOT TO SCALE
S-EPAME SEP 15 2 1 016
RE,RMIT AND PERFAIT CENTER
NPPROVAL
RE
RQui Film
Ell
791
DRAWN: TRF
REVIEWED: RWI3
PROJECT NO.: C1395.00
PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN
CONSENT OFBURR COMPUTER ENVIRONMENTS, INC.
OPENING IN STUD WALL FOR DUCT
PENETRATION SHALL HAVE A STUD FRAME
ON ALL SIDES. RETAINING ANGLE SHALL
BEAR ON STUD FRAME.
RATED WALL OR PARTITION CONNECT SLEEVE TO DUCT WITH SLIP JOINT
SHOULDER BOLT DAMPER BLADE ASSEMBLY WITH DUCT TRANSITION
DEMISING WALL UL LISTED FUSIBLE LINK
OR RATED PARTITION_�
/-FILL VOID WITH APPROVED
NON-COMBUSTIBLE MATERIAL (ROCK REFRIGERANT PIPE
SHEETMETAL SLEEVE--\ WOOL INSULATION). AT RATED
PARTITIONS, SEAL BOTH ENDS OF _�_PIPE INSULATION
OPENING WITH APPROVED FIRE -CAULK �AIR FLOW
/-CUSHION
CLAMP--\ 0.
UNISTRUT SIDEWALL SUPPLY AIR GRILLE-/ "LDUCT
ACCESS DOOR IN DUCT. REFER TO
SPECIFICATIONS FOR DOOR TYPE
PIPING AND SIZE.
ESCUTCHEON PLATE ON PIPES
EXPOSED WITHIN ROOMS ROOF 1-1/2"xl-1/2"xl/8" RETAINING ANGLE.
SEE NOTE.
VDURA-BLOK MODEL DB6 ROOF PIPE SUPPORT WITH
RUBBER BASE. NO ROOF PENETRATION REQUIRED.
COORDINATE LENGTH OF SUPPORT WITH REFRIG PIPING NOTES:
AND ELECT CONDUIT REQUIREMENTS. 1. PROVIDE UL LISTED DAMPER AND SLEEVE IN ACCORDANCE WITH UL 555.
2. INSTALL DAMPER AND SLEEVE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS NOT TO VOID UL
LISTING.
3. EXTEND SLEEVE BEYOND WALL MAX. 6 INCHES.
4. PROVIDE EXPANSION SPACE PER MANUFACTURER'S INSTRUCTION, BUT NOT LESS THAN 1/8" PER LINEAL
FOOT IN BOTH DIRECTIONS.
NOTES: 5. PROVIDE MINIMUM 1-1/2" x 1-1/2" x 1/8" RETAINING ANGLE ON TOP, BOTTOM AND SIDES. ATTACH
1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. ANGLES TO SLEEVE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ANGLES SHALL OVERLAP WALL A
2) SPACING OF SUPPORTS PER SPECIFICATIONS. SUPPORT SPACING SHALL BE BASED MINIMUM OF 1".
ON THE SMALLEST DIAMETER PIPE SUPPORTED BY THE RACK.
1-,^r"% W A
P"n"ING AT INTERFUH ALL /II6� ROOF PIPE SUPPORT /6�\ DUCT FIRE DAMPER
te
VT7 17 NOT TO SCALE NOT TO SCALE VM7711 NOT TO SCALE
NOTE:
ELEVATE A/C UNIT SUFFICIENT DISTANCE ABOVE FINISHED FLOOR
OR ROOF TO ALLOW FOR INSTALLATION OF TRAP WITH ADEQUATE
DIMENSIONS TO WITHSTAND SYSTEM OPERATING PRESSURE.
COORDINATE WITH DETAIL FOR A/C UNIT MOUNTING.
REMOVABLE
FAN HOUSING
NON-FUSED
DISCONNECT
SWITCH
VENT MAIN SUPPLY
SEE SPECIFICATIONS RETURN OR
FOR PIPING MATERIAL EXHAUST DUCT
CLEAN OUT PLUG TYPICAL MANUAL
VOLUMEDAMPER
SPIN -IN FITTING MOTOR "OUT OF
3" UNION DRAIN PAN CONNECTION WITH MANUAL SPUN AIR STREAM"
VOLUME DAMPER ALUMINUM
TEE CAP
45*
Q
TEE
ONNECTION PIPE W
SIZE MIN. 1-1/4"
BIRDSCREEN
X 0
ELBOW
LWI rL-
\TYP. ROUND SECURE FAN TO CURB WITH
TAKE -OFF STAINLESS STEEL SCREWS AT ROUTE POWER LEADS TO
iv FAN INSIDE CORNER OF CURB
N\_BOTTOM 12" ON CENTERS, ALL SIDES
ROUTE PIPE TO NEAREST FLOOR DRAIN AS TYP. RECTANGULAR TAKE -OFF.
SHOWN ON PLANS USE SMACNA 45* ENTRY FITTING N 0 T E S
L = 1/4W (4" MIN.
1. BELT DRIVEN CENTRIFUGAL EXHAUSTER SHOWN , DETAIL IS SIMILAR
FOR DIRECT DRIVE CENTRIFUGAL EXHAUSTER. DETAIL ALSO APPLIES
TO UPBLAST ROOF EXHAUSTER.
TOTAL HEIGHT OF TRAP= X+H+ ( 1 1/2 x PIPE DIAMETER
FOR DRAW THRU UNITS FOR BLOW THRU UNITS
X= MIN. 1/2 H (PREFERRED X=H) X= FAN STATIC PRESSURE +1"
H= NEGATIVE STATIC PRESSURE +1" H= MIN. 1 "
rmk,IS A A Ilk I .Kvwmft� A A a- W�
CONDrtm AT 'Em DRA N PIPING. M 5� D U C T E"M A ONIC H TAKE Or 16 lb"2\ ROOF MOUIN'TED EXHAUST FAIN'
NOT TO SCALE VT77777 NOT T 0 SCALE M7.1 I NOT TO SCALE
STAINLESS STEEL ENCLOSURE
WITH REMOVABLE TOP.
CROSSBREAK OR SLOPE FOR
DRAINAGE. PREFORMED THERMOPLASTIC PIPE SADDLE SPLIT RING CLEVIS TYPE
WITH GALVANIZED CLAMP SIZED TO MATCH TYPE HANGER
,-,'-INSTALL 1" FOAM BOARD PIPE SIZE. CUSH-A-CLAMP, VIBRACLAMP, OR EQUAL. HANGER
INSULATION TIGHT TO INSIDE
WALLS OF ROOF
PENETRATION HANGER ROD AS REQUIRED
SPACING OF HANGERS
PER SPECIFICATIONS
STAINLESS STEEL COLLAR
SHOULDER BOLT
CD THREADED ROD TURNBUCKLE
AS REID',",
SLOPE PIPES DOWN AND
AWAY FROM HOOD REFRIGERANT PIPE PIPING
M REMOVABLE STAINLESS PIPE INSULATION
STEEL COUNTER -FLASHING
CLAMP--\\,,� I /.---CUSHION
ADHERED MEMBRANE
FLASHING Tll�
WELDED SEAM u u ULATION LwJ_ 18 GA. GALV.
MIN. 4" CLEARANCE t�:f �UNISTRUT SHEETMETAL SADDLE
FROM PIPE TO TOP UNISTRI IT BOLT UNISTRUT TO FLOOR. MINIMUM 8" LONG
OF CURB; MIN.
BETWEEN PIPES ------ SEALANT (IF REQUIRED FOR SHIM UNDERSIDE AS CUT HANGER ROD FLUSH
THE SPECIFIC SYSTEM) REQUIRED TO KEEP LEVEL WITH BOTTOM NUT. PROVIDE FULL CIRCUMFERENCE
---- ----- 12" LONG SECTION
SHEET -METAL GASKETED FASTENERS OF HIGH COMPRESSION
FLASHING RECEIVER (MINIMUM 2 PER SIDE) STRENGTH CLOSED -CELL
BONDING ADHESIVE INSULATION AT EACH
NOTES: HANGER POINT
2x6 MIN. WOOD NAILER
ATTACHED TO SUBSTRATE; SEAM PLATES AND 1) THIS DETAIL APPLIES TO INSULATED AND UNINSULATED COPPER PIPING. REFER TO
OVERALL THICKNESS TO FASTENERS SPECIFICATIONS FOR INSULATION REQUIREMENTS. NOTES:
MATCH INSULATION 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED.
COVER BOARD AND 2) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) MAXIMUM ALLOWABLE SPACING OF HANGERS:
SINGLE -PLY ROOF THERMAL INSULATION STEEL PIPE: Y2 " TO lY2- - 7'-0" O.C.
MEMBRANE 3) MAXIMUM ALLOWABLE SPACING OF HANGERS (HANGER SPACING SHALL BE BASED ON 2" TO 2y2" - 10'-0" O.C.
ROOF DECK NOTES: THE SMALLEST DIAMETER PIPE SUPPORTED BY THE RACK): COPPER PIPE: Y2 " TO lY4" - 5'-0" O.C.
1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. COPPER PIPE: Y2" TO 1)/4" - 5'-0" O.C. 2" TO 2Y2" - 8'-0" O.C.
2) SPACING OF SUPPORTS PER SPECIFICATIONS. SUPPORT SPACING SHALL BE BASED 2" TO 2Y2" - 8'-0" O.C. CAST IRON PIPE: ALL - 10'-0" O.C.
ON THE SMALLEST DIAMETER PIPE SUPPORTED BY THE RACK. 4) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. 3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION.
I"* A A R E C E I V`M
CITY OF TUk."WILA
ROOF P"' Em W T A �NGEfmlk RN 14 t- PFE H �E
KAT[ON RE to*- RIGE RAA NT PIPE SLIP"ORT I
WJLTlllP`LE PtPE HA H_ /6 Sf GL rz A H
T
NOT TO SCALE V M-7-17 NOT TO SCALE V M 77717 -NOT TO SCALE VT7.17 NOT TO SCALE
S-EPAME SEP 15 2 1 016
RE,RMIT AND PERFAIT CENTER
NPPROVAL
RE
RQui Film
Ell
791
DRAWN: TRF
REVIEWED: RWI3
PROJECT NO.: C1395.00
PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN
CONSENT OFBURR COMPUTER ENVIRONMENTS, INC.
-2
ROOF
TWO—TIERED UNISTRUT
PIPING SUPPORT—-`
(2)1-3/8" LIQUID LINE
FROM COND UNIT —
UNISTRUT WALL SUPPORT
REFRIG BALL VALVE (TYP)
COMPRESSOR ASSEMBLY
OFCl ECONO—PHASE REFRIGERANT
PUMP MODULE. INSULATE ALL
REFRIGERANT PIPING AND FITTINGS
INSIDE ERP MODULE.
(2)7/8" LIQUID LINES
(9 LJOW!"IIii
NOT TO SCALE
ERP
(OFCI)
OFCl LEAK DETECTION
CABLE. SECURE TO FLOOR. -
(2)561A
OPENINI
SECURII
LA
(2)1-3/8- HOT GAS (2)56"Wx36"H RETURN AIR OPENINGS (2
FOR EACH CRAC UNIT. 1-1/2" ANGLE Ul�
-3/4"PCD IRON FRAME AND 3/4" EXPANDED
METAL WELDED TO INSIDE.
3/4"HUM
FILTER ASSEMBLY
CRAC
(OFCI)
ELECTRIC BOX ASSEMBLY
OFCI LEAK
FRONT ELEVATION DETECTION MODULE
I I I 'I'� � I i 1 1
I � lj�l �*A', 1-1
I � 1 i� � ILI" I
FIELD WELD UNIT TO FLOOR
STAND, IF REQUIRED. REFER
TO STRUCT. (2)24
(2)24"Hx56" IN SUPPLY AIR OPEN
OPENINGS BELOW RAISED
FLOOR. 30" 1
MECH
EC FANS 11 FANS
2x2xl/8 GALV ANGLE BY Mj
IRON; SECURE TO FLOOR
AND CAULK. I
OFCI SEISMIC ANCHORING,
IF REQUIRED. REFER TO
STRUCT.
5:110
ROOF
SHEET METAL BLANK OFF PANEL \-2x2xl/8 GALV ANGLE IRON;
SECURED TO FRAME FOR ALL ! SIDE ELEVATIO)\N SECURE TO FLOOR AND CAULK.
FUTURE CRACS.
PRE—FABRICATED SEISMIC FLOOR
W0I
.W.= 0 A bj T 01 tjAM STAND, IF REQUIRED. REFER TO
F"% CRAC SCHEDULE ON SHEET MOA.
ROOF
UNISTRUT MOUNTED TO WALL
7/8" HOT GAS LINE
5/8" LIQUID LINE—
SUPPLY AIR GRILLE
OFC] LEAK DETECTION
CABLE. SCREWED TO FLOOR.
,,,/-3/4" PUMPED CONDENSATE LINE
M CRAC (2
LEAK DETECTION MODULE
2x2xl/8 GALV ANGLE
IRON; SECURE TO
FLOOR AND CAULK.
NEOPRENE VIBRATION
ISOLATION PADS
lf�P\ UPFLOW
V77-27 NOT TO SCALE
PROVIDE REFRIGERANT
SHUT OFF VALVES.
ROOF
CRAC UNT
JUJIV11%, M11W]UR11410. RLFLR IV 31RUW.
TRATION.
IROVIDED
D
CONT.
PIPING CIRCUITS.
AND DRAWINGS FOR
,TENANCES, AND
Factory provided internal controls shall control the CRAC and ACC functions to maintain space humidity and temperature set—points and cycle econo—phose
refrigerant pumping sequence.
1) The internal fan operates continuously. The compressor unloads and cycles on/off as needed to maintain the set—point. The condensing unit fans speed
up/down and cycle on/off as controlled by the CRAC control panel.
2) The unit mounted smoke detector shall, upon sensing smoke, shut down the unit and notify the building fire alarm system. The CRAC will restart after the
smoke detector has been manually reset.
3) The leak detection system shall, upon sensing moisture, alarm at the unit control panel but will not shut the unit off.
C00ft A C Iln�QtXPIII[CE OF
D A" S YS T ENS
UM -7727 OPE R;, AT[ON AM FIEFFRIGERANT Pf W
N%.-00' NOT TO SCALE
R 'E C" E 1 VP D
SEPARA-re CITY OF TWCOLA
�ER617_AIVD
SEP 15 2016
PF ROVAL
UIRED PERMIT CENTER
TAL
co
W
co H
(.0
L
K/ \V= V= L\
TWO TIERED UNISTRUT REFRIGERANT PIPING
E_ Dmfipdon
7-N
RA
x36"H RETURN AIR
ISSUE FOR PERMIT
,S WITH EXPANDED METAL
PIPING SUPPORT
31:
Y GRATES FOR EACH
REFRIGERANT PIPING
'—IN CEILING—Z-11,
CV3
A
\�HUM PIPING
11 —3/8" HOT GAS TO COND
IT AND 3/4" PCD
PCD PIPING LIGHT FIXTURE
FILTER ASSEMBLY.
FILTERS REMOVED THROUGH
_N"�017CI
FRONT OF PLENUM.
DATA CENTER 2
MECHANICAL CORRIDOR
FANS TO REMAIN IN THEIR
CRAC
,,,—Ec
SHIPPED POSITION INSIDE UNIT.
PROGRAM FANS TO ROTATE UPON
SHUTDOWN TO PREVENT
'Hx56"W SUPPLY AIR
BACKDRAFT.
NGS BELOW RAISED FLOOR.
INSULA ED SHEET METAL PLENUM
AISED FLOOR
WRAPPED AROUND FLOOR STAND.
CONT TO LOWER OFCI EC
BELOW UNIT AS DIRECTED <—
kNUFACTURER. SA
,--OFCI LEAK DETECTION MODULE
jr—OFCI LEAK DETECTION CABLE
FINISHED FLOOR
L
SHEET METAL BLANK OFF PANEL \-2x2xl/8 GALV ANGLE IRON;
SECURED TO FRAME FOR ALL ! SIDE ELEVATIO)\N SECURE TO FLOOR AND CAULK.
FUTURE CRACS.
PRE—FABRICATED SEISMIC FLOOR
W0I
.W.= 0 A bj T 01 tjAM STAND, IF REQUIRED. REFER TO
F"% CRAC SCHEDULE ON SHEET MOA.
ROOF
UNISTRUT MOUNTED TO WALL
7/8" HOT GAS LINE
5/8" LIQUID LINE—
SUPPLY AIR GRILLE
OFC] LEAK DETECTION
CABLE. SCREWED TO FLOOR.
,,,/-3/4" PUMPED CONDENSATE LINE
M CRAC (2
LEAK DETECTION MODULE
2x2xl/8 GALV ANGLE
IRON; SECURE TO
FLOOR AND CAULK.
NEOPRENE VIBRATION
ISOLATION PADS
lf�P\ UPFLOW
V77-27 NOT TO SCALE
PROVIDE REFRIGERANT
SHUT OFF VALVES.
ROOF
CRAC UNT
JUJIV11%, M11W]UR11410. RLFLR IV 31RUW.
TRATION.
IROVIDED
D
CONT.
PIPING CIRCUITS.
AND DRAWINGS FOR
,TENANCES, AND
Factory provided internal controls shall control the CRAC and ACC functions to maintain space humidity and temperature set—points and cycle econo—phose
refrigerant pumping sequence.
1) The internal fan operates continuously. The compressor unloads and cycles on/off as needed to maintain the set—point. The condensing unit fans speed
up/down and cycle on/off as controlled by the CRAC control panel.
2) The unit mounted smoke detector shall, upon sensing smoke, shut down the unit and notify the building fire alarm system. The CRAC will restart after the
smoke detector has been manually reset.
3) The leak detection system shall, upon sensing moisture, alarm at the unit control panel but will not shut the unit off.
C00ft A C Iln�QtXPIII[CE OF
D A" S YS T ENS
UM -7727 OPE R;, AT[ON AM FIEFFRIGERANT Pf W
N%.-00' NOT TO SCALE
R 'E C" E 1 VP D
SEPARA-re CITY OF TWCOLA
�ER617_AIVD
SEP 15 2016
PF ROVAL
UIRED PERMIT CENTER
TAL
co
W
co H
ISSUES& REVISIONS
(.0
Date
E_ Dmfipdon
1
co
ISSUE FOR PERMIT
(10
31:
Cn
3C
CV3
ISSUES& REVISIONS
No.
Date
E_ Dmfipdon
1
9/9/16
ISSUE FOR PERMIT
DETAMS
oqloqlzoi�
DRAWN: TRIF
REVIEWED: RWB
PROJECT NO.: C1395.00 M7
PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT T HE WF
CONSENT OF BURR COMPUTER ENVIRONMENTS, INC.
11
kil
0
PLUMING GENERAL NOTES 1
1. CONTRACTOR SHALL PROVIDE FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT.
COORDINATE PIPING ROUGH -IN LOCATIONS WITH FIXTURE DRAWINGS AND LOCATIONS AS
SHOWN ON ARCHITECTURAL PLANS.
2. PRIOR TO INSTALLATION, COORDINATE LOCATIONS AND ELEVATIONS OF ALL PIPING TO
AVOID CONFLICT WITH OTHER TRADES.
3. ALL WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES. THE CONTRACTOR
SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS.
4. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL INCLUDE ALL LABOR
AND MATERIALS ESSENTIAL TO PROVIDE COMPLETE FUNCTIONING SYSTEMS AS DESCRIBED IN
THE CONTRACT DOCUMENTS. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE
EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDITIONAL
INFORMATION FROM THE ARCH ITECT/ENGIN EER. WORK SHALL NOT PROCEED WITHOUT
CONFIRMATION BY THE ARCHITECT/ENGI NEER.
5. THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THE EQUIPMENT PURCHASED BY
THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED
BY THE OWNER.
6. PRIOR TO SUBMISSION OF BID, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME
THOROUGHLY FAMILIAR WITH EXISTING BUILDING CONDITIONS WITHIN THE SCOPE OF THIS
WORK.
7. DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE EXACT ROUTING OF ALL SERVICES WITH EXISTING CONDITIONS AND
OTHER TRADES,
8. PLUMBING VENTS THROUGH ROOF SHALL TERMINATE MINIMUM 25 FEET FROM HVAC
INTAKES, OPERABLE WINDOWS OR DOORS.
9. PENETRATIONS THROUGH PARTITIONS AND FLOORS SHALL BE SLEEVED AND SEALED TO
MAINTAIN THE INTEGRITY OF THE PARTITION/FLOOR.
10. COORDINATE CONNECTIONS TO EXISTING SERVICES WITH THE OWNER TO MINIMIZE DOWN
TIME OF SERVICES.
11. CLEAN AND PRESSURE TEST ALL NEW PIPING PRIOR TO CONNECTION TO EXISTING
SYSTEMS.
vLUA4MG SPECIFICATIONS
1. GENERAL
A. ALL PLUMBING MATERIALS, INSTALLATION, TESTING, CLEANING, SUPPORTS, AND WORKMANSHIP SHALL BE IN STRICT
ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE 2010 CALIFORNIA PLUMBING CODE,
AND ALL APPLICABLE LOCAL AND STATE REQUIREMENTS.
B. ALL PLUMBING PIPING, EQUIPMENT AND FIXTURE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER OR
AN APPRENTICE THAT IS UNDER CONSTANT SUPERVISION BY A LICENSED PLUMBER.
C. ALL PIPING, SUPPORTS, JOINT CONNECTION MATERIALS, EQUIPMENT AND FIXTURES SHALL BE NEW. DAMAGED AND/OR
USED MATERIALS WILL NOT BE ACCEPTABLE.
D. ALL EXCEPTIONS OR SUBSTITUTIONS TAKEN TO THE MATERIALS, FIXTURES, EQUIPMENT OR
REQUIREMENTS OF THESE DOCUMENTS SHALL BE SUBMIlTED TO THE OWNER OR HIS REPRESENTATIVE,
AND APPROVAL OBTAINED PRIOR TO PURCHASING AND INSTALLATION.
E. REFER TO PROJECT CONTRACT DOCUMENTATION AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND
INFORMATION.
F. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY SEISMIC
BRACING, ANCHORING, AND ISOLATION AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. SUBMIT PRODUCT
AND MATERIAL SHOP DRAWINGS AND INFORMATION FOR REVIEW AND APPROVAL.
11. PIPING
A. SUPPORT ALL ABOVE FLOOR PIPING UTILIZING SUPPORT SYSTEMS MANUFACTURED FOR THE APPLICABLE
INSTALLATION. WIRE OR TAPE SUPPORTS ARE NOT ACCEPTABLE.
B. ISOLATE ALL WATER PIPING FROM DIRECT CONTACT WITH STRUCTURAL MEMBERS (STUDS, JOISTS, BEAMS, ETC.)
TO PREVENT THE TRANSMISSION OF SOUND.
C. PROVIDE INSULATION SHIELDS AT HANGER POINTS FOR INSULATED PIPING. PROVIDE COPPER HANGERS
FOR NON -INSULATED COPPER PIPING.
D. MAKE CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS WITH ADAPTORS MANUFACTURED FOR
THE APPLICABLE TYPE OF TRANSITION.
E. PROVIDE DIELECTRIC ISOLATION DEVICE (DIELECTRIC UNION OR COUPLING) WHERE COPPER LINES
CONNECT TO FERROUS LINES OR EQUIPMENT.
F. ALL WASTE & VENT PIPING SHALL BE CAST IRON SOIL PIPE WITH DWV NO -HUB FITTINGS AND CLAMPS.
NO -HUB CLAMPS SHALL BE MANUFACTURED BY TYLER PIPE, CLAMP -ALL, HUSKY OR MISSION.
G. ALL DOMESTIC WATER PIPING SHALL BE TYPE "L" COPPER WITH WROT COPPER OR CAST BRONZE 1711TINGS USING
LEAD-FREE SOLDER JOINTS.
Ill. VALVES
A. DOMESTIC WATER LINE SHUT-OFF VALVES SHALL BE CONVENTIONAL PORT BALL TYPE AND HAVE
BLOW -OFF PROOF STEM, PLASTIC COATED HANDLE, TEFLON PACKING, BRONZE BODY WITH
SOLID BRASS BALL RATED AT 600 WOG AND MANUFACTURED BY MILWAUKEE MODELS BA -100
AND BA -150 OR EQUAL BY NIBCO. INSTALL ALL VALVES IN EASILY ACCESSIBLE LOCATIONS.
(PROVIDE VALVES LOCATED BELOW GROUND WITH THREADED CONNECTIONS).
IV. FIXTURES AND EQUIPMENT
A. REFER TO PLUMBING FLOOR PLAN FOR SPECIFICATION OF ANY PLUMBING FIXTURES.
B. PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS AND WARRANTY INFORMATION FOR ALL FIXTURES,
TRIM, EQUIPMENT AND ACCESSORIES FURNISHED. AQUAINT AND INSTRUCT OWNER OF OPERATION OF ALL SYSTEMS,
EQUIPMENT AND FIXTURES INSTALLED.
V. PIPING INSULATION
A. DOMESTIC COLD WATER PIPING IN SPACE TO BE INSULATED WITH 1/2- FIBERGLASS INSULATION WITH ALL
SERVICE JACKET (ASJ).
B. DOMESTIC HOT WATER PIPING IN SPACE TO BE INSULATED WITH 1" FIBERGLASS INSULATION WITH ALL SERVICE
JACKET (ASJ).
C. DOMESTIC WATER PIPE ROUTED OUTSIDE SHALL BE INSULATED WITH 1" FLEXIBLE ELASTOMERIC CLOSED -CELL
INSULATION WITH OUTER ALUMINUM JACKET.
SPLIT RING
TYPE HANGER
AS REQUIRED
HANGERS
ATIONS
8 GA. GALV.
;HEETMETAL SADDLE
fiNIMUM 8" LONG
lIDE FULL CIRCUMFERENCE
12" LONG SECTION OF HIGH
COMPRESSION STRENGTH
CLOSED -CELL INSULATION AT
EACH HANGER POINT
TURNB
AS
CLEVIS TYPE
HANGER
NOTES:
1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED.
2) MAXIMUM ALLOWABLE SPACING OF HANGERS:
STEEL PIPE: Y2' TO %" - 7'-0" O.C.
2" TO 2Y2' - 10'-0' O.C.
COPPER PIPE: Y2 " TO lY4" - 5'-0" O.C.
2' TO 2Y2 " - 8'-0- O.C.
CAST IRON PIPE: ALL - 10'-0" O.C.
3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION.
t'O T\ S I Nm"GLE
NOT TO SCALE
1 11 11 1
1:11%1:110 A,
PLUMBING LEGEND
r% rmk
utiA'WtNG
INDEX
COLD WATER (CW)
NUMBER
HOT WATER (HW)
HOT WATER RETURN (HWR)
------------------------
INDUSTRIAL COLD WATER (ICW)
PCD
PUMPED CONDENSATE
- - - - - - -
- - - - -
VENT PIPING (V)
FLOOR PLAN
SANITARY WASTE (W)
G--
NATURAL GAS (G)
PLUMBING WASTE AND
VENT PLAN
PIPE UP
C!17
P2.2
PIPE DOWN
PLUMBING DOMESTIC WATER PLAN
UlTy
CAP
T_q
90* ELBOW
SEP 15 2
RISE OR DROP IN ELEVATION
T
TEE OR BRANCH CONNECTION
F.D.
FLOOR DRAIN
F.S.
FLOOR SINK
VTR
VENT THROUGH ROOF
0
PLUMING GENERAL NOTES 1
1. CONTRACTOR SHALL PROVIDE FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT.
COORDINATE PIPING ROUGH -IN LOCATIONS WITH FIXTURE DRAWINGS AND LOCATIONS AS
SHOWN ON ARCHITECTURAL PLANS.
2. PRIOR TO INSTALLATION, COORDINATE LOCATIONS AND ELEVATIONS OF ALL PIPING TO
AVOID CONFLICT WITH OTHER TRADES.
3. ALL WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES. THE CONTRACTOR
SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS.
4. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL INCLUDE ALL LABOR
AND MATERIALS ESSENTIAL TO PROVIDE COMPLETE FUNCTIONING SYSTEMS AS DESCRIBED IN
THE CONTRACT DOCUMENTS. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE
EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDITIONAL
INFORMATION FROM THE ARCH ITECT/ENGIN EER. WORK SHALL NOT PROCEED WITHOUT
CONFIRMATION BY THE ARCHITECT/ENGI NEER.
5. THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THE EQUIPMENT PURCHASED BY
THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED
BY THE OWNER.
6. PRIOR TO SUBMISSION OF BID, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME
THOROUGHLY FAMILIAR WITH EXISTING BUILDING CONDITIONS WITHIN THE SCOPE OF THIS
WORK.
7. DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE EXACT ROUTING OF ALL SERVICES WITH EXISTING CONDITIONS AND
OTHER TRADES,
8. PLUMBING VENTS THROUGH ROOF SHALL TERMINATE MINIMUM 25 FEET FROM HVAC
INTAKES, OPERABLE WINDOWS OR DOORS.
9. PENETRATIONS THROUGH PARTITIONS AND FLOORS SHALL BE SLEEVED AND SEALED TO
MAINTAIN THE INTEGRITY OF THE PARTITION/FLOOR.
10. COORDINATE CONNECTIONS TO EXISTING SERVICES WITH THE OWNER TO MINIMIZE DOWN
TIME OF SERVICES.
11. CLEAN AND PRESSURE TEST ALL NEW PIPING PRIOR TO CONNECTION TO EXISTING
SYSTEMS.
vLUA4MG SPECIFICATIONS
1. GENERAL
A. ALL PLUMBING MATERIALS, INSTALLATION, TESTING, CLEANING, SUPPORTS, AND WORKMANSHIP SHALL BE IN STRICT
ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE 2010 CALIFORNIA PLUMBING CODE,
AND ALL APPLICABLE LOCAL AND STATE REQUIREMENTS.
B. ALL PLUMBING PIPING, EQUIPMENT AND FIXTURE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER OR
AN APPRENTICE THAT IS UNDER CONSTANT SUPERVISION BY A LICENSED PLUMBER.
C. ALL PIPING, SUPPORTS, JOINT CONNECTION MATERIALS, EQUIPMENT AND FIXTURES SHALL BE NEW. DAMAGED AND/OR
USED MATERIALS WILL NOT BE ACCEPTABLE.
D. ALL EXCEPTIONS OR SUBSTITUTIONS TAKEN TO THE MATERIALS, FIXTURES, EQUIPMENT OR
REQUIREMENTS OF THESE DOCUMENTS SHALL BE SUBMIlTED TO THE OWNER OR HIS REPRESENTATIVE,
AND APPROVAL OBTAINED PRIOR TO PURCHASING AND INSTALLATION.
E. REFER TO PROJECT CONTRACT DOCUMENTATION AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND
INFORMATION.
F. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY SEISMIC
BRACING, ANCHORING, AND ISOLATION AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. SUBMIT PRODUCT
AND MATERIAL SHOP DRAWINGS AND INFORMATION FOR REVIEW AND APPROVAL.
11. PIPING
A. SUPPORT ALL ABOVE FLOOR PIPING UTILIZING SUPPORT SYSTEMS MANUFACTURED FOR THE APPLICABLE
INSTALLATION. WIRE OR TAPE SUPPORTS ARE NOT ACCEPTABLE.
B. ISOLATE ALL WATER PIPING FROM DIRECT CONTACT WITH STRUCTURAL MEMBERS (STUDS, JOISTS, BEAMS, ETC.)
TO PREVENT THE TRANSMISSION OF SOUND.
C. PROVIDE INSULATION SHIELDS AT HANGER POINTS FOR INSULATED PIPING. PROVIDE COPPER HANGERS
FOR NON -INSULATED COPPER PIPING.
D. MAKE CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS WITH ADAPTORS MANUFACTURED FOR
THE APPLICABLE TYPE OF TRANSITION.
E. PROVIDE DIELECTRIC ISOLATION DEVICE (DIELECTRIC UNION OR COUPLING) WHERE COPPER LINES
CONNECT TO FERROUS LINES OR EQUIPMENT.
F. ALL WASTE & VENT PIPING SHALL BE CAST IRON SOIL PIPE WITH DWV NO -HUB FITTINGS AND CLAMPS.
NO -HUB CLAMPS SHALL BE MANUFACTURED BY TYLER PIPE, CLAMP -ALL, HUSKY OR MISSION.
G. ALL DOMESTIC WATER PIPING SHALL BE TYPE "L" COPPER WITH WROT COPPER OR CAST BRONZE 1711TINGS USING
LEAD-FREE SOLDER JOINTS.
Ill. VALVES
A. DOMESTIC WATER LINE SHUT-OFF VALVES SHALL BE CONVENTIONAL PORT BALL TYPE AND HAVE
BLOW -OFF PROOF STEM, PLASTIC COATED HANDLE, TEFLON PACKING, BRONZE BODY WITH
SOLID BRASS BALL RATED AT 600 WOG AND MANUFACTURED BY MILWAUKEE MODELS BA -100
AND BA -150 OR EQUAL BY NIBCO. INSTALL ALL VALVES IN EASILY ACCESSIBLE LOCATIONS.
(PROVIDE VALVES LOCATED BELOW GROUND WITH THREADED CONNECTIONS).
IV. FIXTURES AND EQUIPMENT
A. REFER TO PLUMBING FLOOR PLAN FOR SPECIFICATION OF ANY PLUMBING FIXTURES.
B. PROVIDE OWNER WITH OPERATION AND MAINTENANCE MANUALS AND WARRANTY INFORMATION FOR ALL FIXTURES,
TRIM, EQUIPMENT AND ACCESSORIES FURNISHED. AQUAINT AND INSTRUCT OWNER OF OPERATION OF ALL SYSTEMS,
EQUIPMENT AND FIXTURES INSTALLED.
V. PIPING INSULATION
A. DOMESTIC COLD WATER PIPING IN SPACE TO BE INSULATED WITH 1/2- FIBERGLASS INSULATION WITH ALL
SERVICE JACKET (ASJ).
B. DOMESTIC HOT WATER PIPING IN SPACE TO BE INSULATED WITH 1" FIBERGLASS INSULATION WITH ALL SERVICE
JACKET (ASJ).
C. DOMESTIC WATER PIPE ROUTED OUTSIDE SHALL BE INSULATED WITH 1" FLEXIBLE ELASTOMERIC CLOSED -CELL
INSULATION WITH OUTER ALUMINUM JACKET.
SPLIT RING
TYPE HANGER
AS REQUIRED
HANGERS
ATIONS
8 GA. GALV.
;HEETMETAL SADDLE
fiNIMUM 8" LONG
lIDE FULL CIRCUMFERENCE
12" LONG SECTION OF HIGH
COMPRESSION STRENGTH
CLOSED -CELL INSULATION AT
EACH HANGER POINT
TURNB
AS
CLEVIS TYPE
HANGER
NOTES:
1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED.
2) MAXIMUM ALLOWABLE SPACING OF HANGERS:
STEEL PIPE: Y2' TO %" - 7'-0" O.C.
2" TO 2Y2' - 10'-0' O.C.
COPPER PIPE: Y2 " TO lY4" - 5'-0" O.C.
2' TO 2Y2 " - 8'-0- O.C.
CAST IRON PIPE: ALL - 10'-0" O.C.
3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION.
t'O T\ S I Nm"GLE
NOT TO SCALE
1 11 11 1
1:11%1:110 A,
116
ILA
APP arRPjIIT CENTER
�MVAL
q�QUIRED
Lu
t— �co
m4w * v v v
V
IL
DRAWN: TRF
REVIEWED: RWB
PROJECT NO.: C1395.00
BURR COMPUTER ENVIRONMENTS, INC.
WRITTEN
PLUMBING
r% rmk
utiA'WtNG
INDEX
NUMBER
DRAWING TITLE
PO. 1
PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS &
DETAILS
P1.1
PLUMBING DEMOLITION
FLOOR PLAN
P2.1
PLUMBING WASTE AND
VENT PLAN
C!17
P2.2
PLUMBING DOMESTIC WATER PLAN
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DRAWN: TRF
REVIEWED: RWB
PROJECT NO.: C1395.00
BURR COMPUTER ENVIRONMENTS, INC.
WRITTEN
Two Lincoln Centre
5420 LBJ Freeway,
Suite 1100
Dallas, TX 75240
Phone: 214/273-1559
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ISSUM, & REVISIONS
No.
Date
[_ Dmfiption
1
9/9/16
ISSUE FOR PERMIT
I V 1.4 NUN
I ; i cl CS -1 1:4 4
DRAWN: TRF
REVIEWED: RWB
PROJECT NO.: C1395.00 Pie I
BURR COMPUTER ENVIRONMENTS, INC.
Two Lincoln Centre
5420 LBJ Freeway,
Suite 1100
Dallas, TX 75240
Phone: 214/273-1559
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SHINTIME
PLUAMMWASTE
ANDVENTPLAN
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DRAWN: TRF
REVIEWED: RWB
PROJECT NO.: C1395.00 p
PROPRIETARY: NOT FOR DISCLOSURE OR USEVIT-HOUT T-HE-KITMEN
CONSENT OF BURR COMPUTER ENVIRONMENTS, INC.
Two Lincoln Centre
5420 LBJ Freeway,
Suite 1100
Dallas, TX 75240
Phone: 214/273-1559
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DRAWN: TRF
REVIEWED: RWB
PA 92
PROJECT NO.: C1395.00 1 2
PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN
CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. I
F.'
A.
G-1
I PREACTION FIRE PROTECTION SYSTEM SPECIFICATIONS I
SYSTEM COMPONENTS:
A. VALVE
A.1
Deluge Valve
DRAWING TITLE
A.
CONTRACTOR SHALL PROVIDE AND INSTALL
L. SPARE SPRINKLER HEADS SHALL BE PROVIDED AND TURNED OVER TO THE
S. AIR COMPRESSOR
B. TRIMPAC Conventional Deluge Trim with Electric/Pneumatic Release
MMU f AN
APPROVAL
A COMPLETE PRE -ACTION SYSTEM VIKING "TRIMPAC" IN ACCORDANCE
OWNER'S REPRESENTATIVE AT THE TIME OF SUBSTANTIAL COMPLETION.
B.1
Emergency Release (Normally Closed)
W/NFPA 13, NFPA 14 AND THE REQUIREMENTS OF THE LOCAL FIRE MARSHALL
SPRINKLER HEAD QUANTITIES SHALL BE IN ACCORDANCE WITH NFPA
VIKING SUPERVISERY AIR SUPPLY WITH 120 VOLTS/1PH CONNECTION.
B.2
Priming valve (Normally Open)
CO
(OR AN APPROVED EQUAL),
RECOMMENDATIONS AND SHALL BE FURNISHED WITH A WALL MOUNTED METAL
COORDINATE ELECT REQUIREMENTS WITH ELECT CONT.
B.3
Strainer
C:)
STORAGE CABINET WITH AN ENGRAVED NAMEPLATE AND APPROPRIATE
B.4
A" Restriction
B.
AFTER ACTIVATION, NO PORTION OF THE FIRE PROTECTION SYSTEMS SHALL BE
INSTALLATION WRENCHES FOR EACH HEAD TYPE FURNISHED.
T. SPRINKLER CONTROL PANEL
B.5
Spring Loaded Check Valve
TURNED OFF, MODIFIED OR CHANGED IN ANY WAY WITHOUT THE EXPRESS KNOWLEDGE
M. AT THE TIME OF SUBSTANTIAL COMPLETION, THE SPRINKLER SUBCONTRACTOR
i) VIKING COMPACT DESIGN SINGLE ENCLOSURE WITH THE
B.6
Priming Pressure Water Gauge and Valve
AND WRITTEN PERMISSION OF THE OWNER REPRESENTATIVE IN ORDER TO PROTECT
SHALL EXECUTE AN "INSPECTION AGREEMENT" WITH THE OWNER. THIS
FOLLOWING ITEMS:
B.7
Alarm Test Valve (Normally Closed)
SYSTEMS WHICH SHALL REMAIN IN SERVICE.
AGREEMENT SHALL BE EXECUTED AT NO COST TO THE OWNER AND SHALL
B.8
Drain Check Valve
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INCLUDE FOUR INSPECTIONS OF THE ENTIRE SPRINKLER SYSTEM DURING THE
1. MAIN POWER SUPPLY
BA
Water Supply Pressure Gauge and Valve
C.
THE SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13. THREADED
WARRANTY PERIOD, EACH WITH A "REPORT OF INSPECTION" FORM AS DETAILED
2. SWITCH MODULE
13,10
Alarm Shut-off Valve (Normally Open)
FITTINGS AND UNIONS SHALL BE USED FOR SIZES UP TO 2". THREADED
IN NFPA-13A OR THE NATIONAL FIRE SPRINKLER ASSOCIATION TO THE OWNER.
3. MOTHERBOARD
B.1 1
Pressure Operated Relief Valve (P.O.R.V)
FITTINGS SHALL BE CLASS 150 MALLEABLE IRON OR CLASS 125 CAST IRON IN
THE FINAL INSPECTION SHALL INCLUDE OPERATION AND LUBRICATION OF ALL
4. POWER MONITOR
B.12
Solenoid Valve
ACCORDANCE WITH ANSI B13.3. FLANGES SHALL BE CLASS 150 STEEL
VALVES, CLEANING OF ALL ALARM VALVES AND OPERATIONAL TESTING OF ALL
5. COMMON CIRCUIT CARD
B.13
Pneumatic Actuator
FLANGES FOR THREADED CONNECTION IN ACCORDANCE WITH ANSI B16.5. A
UL LISTED GROOVED PIPING CONNECTION SYSTEM WITH "ROLLED -GROOVES"
SYSTEM ELECTRICAL AND ALARM COMPONENTS.
6. DETECTOR CIRCUIT CARD (OPTION)
C. TRIMPAC, Required
Accessor Trim
SHALL BE USED FOR PIPING 2-1/2" AND LARGER.
7. DELUGE RELEASE CARD
C.1
Auxiliary Drain Valve (Normally Closed)
N. SPRINKLER HEADS
8. STANBY BATTERIES(4 REQUIRED)
C.2
Drip Check Valve
D.
ALL PIPING SYSTEM MATERIALS, COMPONENTS AND INSTALLATION SHALL BE
i) VIKING MODEL B1 "SEMI -CONCEALED"..
9. FIELD WIRING TERMINAL STRIP
C.3
CA
Drain Cup
Flow Test Valve (Normally Closed)
IN ACCORDANCE WITH NFPA 13 AND LOCAL JURISDICTION.
SPRINKLER HEAD SHALL BE UL LISTED AND FM APPROVED WITH WHITE
U. PRESSURE GAUGES
D. Water Flow Alarm
Equipment
PLATE. FINAL APPROVAL FOR THIS SPRINKLER HEAD SHALL BE BY THE
D.1
Alarm Pressure Switch
E.
ALL PIPING SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO THE
OWNER'S REPRESENTATIVE.
i) FURNISH AND INSTALL POTTER-ROEMER FIG. NO. 6240 POLISHED
BRASS CASE, 1/4' NPT MALE CONNECTION, GLASS ENCLOSED, 0-300
D.2
Water Motor Alarm (Strainer Required)
BUILDING CONSTRUCTION. ALL PIPING SHALL BE INSTALLED SO AS TO
ii) SPRINKLER HEADS SHALL BE 165-F RATED.
PSI DIAL PRESSURE GAUGES WITH ISOLATION VALVES, AS SHOWN ON
D.3
Strainer
ALLOW FOR EXPANSION.
SPRINKLER TAP DETAIL.
DA
Electric Alarm Bell
E. Riser
F.
ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT
0. FIRE LINE OS&Y VALVES TO 150 PSI
V. APPROVED MANUFACTURERS ARE AS FOLLOWS:
E.1
Water Supply Control Valve
AND WORKMANLIKE MANNER AND WHEREVER POSSIBLE, PARALLEL RUNS OF
E.2
Easy Riser Check Valve or rubber seated check valve
HORIZONTAL PIPING SHALL BE GROUPED TOGETHER ON TRAPEZE TYPE HANGERS.
i) SIZE AND BELOW, GRINNELL/MUELLER MODEL NO. 66 175 PSI BRONZE,
i) SPRINKLER HEADS:RELIABLE, VIKING OR GEM/GRINNELL.
E.3
Sprinkler System Main Drain
THE USE OF WIRE OR PERFORATED METAL TO SUPPORT PIPES WILL NOT BE
OUTSIDE SCREW AND YOKE GATE VALVES. 2-1/2" - 3-1/2"
F. Supervisory Air Supply
PERMITTED. HANGING PIPES FROM OTHER PIPES WILL NOT BE PERMITTED.
GRINNELL/MUELLER NO. A-2073-8, 4" - 10" GRINNELL/MULLER NO.
ii) FIRE PROTECTION SPECIALTIES: POTTER-ROEMER, RELIABLE, VIKING
F.1
System Pressure Gauge and Valve
SPACING OF PIPE SUPPORTS SHALL BE AS REQUIRED BY NFPA 13. ALL
MA -2078-6 175 PSI IRON BODY, BRONZE MOUNTED, FLANGED OUTSIDE
OR GEM/GRINNELL.
F.2
Soft Seat Check Valve
SPRINKLER PIPING SHALL BE ADEQUATELY SUPPORTED TO AVOID EXCESS
SCREW AND YOKE GATE VALVES. VALVES SHALL BE UL LISTED AND FM
F.3
Air Pressure Supervisory Switch
STRAIN ON FITTINGS AND JOINTS.
APPROVED FOR FIRE PROTECTION USE.
iii) FIRE PROTECTION VALVES: POTTER-ROEMER, STOCKHAM, OR
G. Release System
G.
ALL FIRE PROTECTION PIPING SHALL BE PITCHED TO DRAIN IN ACCORDANCE
GRIN N ELL/MUELLER.
G.1
System Control Panel
WITH NFPA 13. - PROVIDE VALVES WITH HOSE CONNECTIONS AT
P. FIRE LINE CHECK VALVE TO 150 PSI
G.2
Electric Detection System. Heat Detector shown for clarity.
ALL SYSTEM DRAIN POINTS.
iv) FIRE PROTECTION TEST/DRAIN VALVES: VICTAULIC OR AN APPROVED
G.3
Accelerator (Optional, See Insert)
i) CHECK VALVES SHALL BE OF A TYPE HAVING IRON BODY, BRASS SEAT
SUBSTITUTE.
GA
Accelerator Isolation Valve
H.
PIPING FABRICATION AND SPRINKLER DRAWINGS SHALL BE SUBMITTED FOR ALL
AND DISCS, CLEARWAY SWINGING, WITH DRIP CONNECTIONS, DESIGNED
H. Air Supply
SPRINKLER PIPING. PIPE FABRICATION AND SPRINKLER DRAWINGS SHALL BE
FOR 175 POUNDS WATER WORKING PRESSURE. VALVES SHALL BE UL
W. ALL VALVES WHICH EFFECT THE FLOW OF FIRE WATER SHALL BE SUPERVISED.
H.1
Automatic Air Supply. Air Compressor and Tank shown for c I a rity.
TO SCALE ON 1/8" SCALE BUILDING FLOOR PLANS AND SHALL INDICATE PIPE
LISTING AND FM APPROVED FOR FIRE PROTECTION USE. 2" AND
THE SUPERVISORY SWITCHES SHALL BE FURNISHED AND INSTALLED BY THIS
H.2
Air Supervisory Pressure Switch (Compressor On/Off Control Switch)
SIZE, FITTINGS, VALVES, ACCESSORIES, CONNECTIONS, SUPPORT
LARGER GRIN NELL/MU ELLER NO. A-2120-6. FURNISH WITH ALL
CONTRACTOR AND WIRED BY DIVISION 16. SUPERVISORY SWITCHES SHALL BE
H.3
Soft Seat Check Valve
REQUIREMENTS, PIPE ELEVATIONS AND OTHER INFORMATION REQUIRED FOR
REQUIRED TRIM.
POTTER ELECTRIC SIGNAL CO. MODEL OSYS-U OR AN APPROVED SUBSTITUTE.
HA
Shut Off Valve (Indicating Ball Valve Recommended)
COORDINATION WITH OTHER TRADES AND FABRICATION OF PIPING. PIPE
H.5
Dehydrator
FABRICATION AND SPRINKLER DRAWINGS SHALL BE COORDINATED WITH OTHER
X. FLOW SWITCHES SHALL BE FURNISHED AND INSTALLED FOR EACH SPRINKLER
H.6
Air Maintenance Device
TRADES AND BUILDING CONSTRUCTION PRIOR TO SUBMITTAL FOR APPROVAL.
Q. SPRINKLER ALARM VALVES
ZONE BY THIS CONTRACTOR AND WIRED BY DIVISION 16. FLOW SWITCHES
SHALL BE GRINNELL/POTTER SWITCH MODEL VSR-D/VSR-T OR AN APPROVED
1.
ALL FIRE PROTECTION PIPING SHALL BE THOROUGHLY FLUSHED TO REMOVE ANY
i) VIKING, SIZE AS REQUIRED SPRINKLER ALARM VALVE WITH
SUBSTITUTE WATER FLOW DETECTORS AND SHALL BE UL LISTED, FM APPROVED
- - - - - Dashed lines indicate pipe required but not included with TRIMPAC trim packages.
SLAG OR DEBRIS PRIOR TO BEING TESTED OR PUT INTO SERVICE. SPRINKLER PIPING
RETARD, VARIABLE PRESSURE WITH CLOSED RETARD DRAIN TRIM, FLOW
FOR PRESSURES TO 300 PSI.
Minimum ill nominal
piping recommended. Also available is the flexible hose kit, Viking Part 12072.
SHALL BE TESTED WITH AIR PRESSURE PRIOR TO WATER TEST WHICH THEN SHALL BE
SWITCH (ELECTRIC SPRINKLER ALARM SWITCH), MECHANICAL WATER
Viking TRIMPAC contain items BA through B.12 and associated nipples. Viking accessory trim
PRESSURE TESTED FOR 2 HOURS AT PRESSURE IN ACCORDANCE WITH NFPA 13.
BELL AND DRAIN AND ALL OTHER REQUIRED TRIM.
Y. THE PRE -ACTION SYSTEM SHALL ALSO EQUIP WITH DRY CONTACT CIRCUIT TO BE FIELD
required for the TRIMPAC
contains C.1 through CA and associated nipples and amust be ordered
ADDITIONAL TESTING SHALL BE PROVIDED AS REQUIRED BY LOCAL AUTHORITIES.
WIRE FROM THE BUILDING FIRE ALARM SYSTEM, AUTOMATIC EMERGENCY POWER.
separately.
R. SPRINKLER DELUGE VALVES
ELECTRICAL TROUBLE AND MAIN ALARM BELLS, MANUAL PULL STATION (EMERGENCY).
NPT for Non- Interruptible Alarm Pressure Switch (Optional)
J.
ALL COMPONENTS OF THE FIRE PROTECTION SHALL BE UL LABELED AND FM
APPROVED FOR THEIR INTENDED USE.
i) VIKING, SIZE AS REQUIRED SPRINKLER DELUGE VALVE WITH
OTHER REQUIRED COMPONENTS FOR A COMPLETE UL LISTED ASSEMBLY
K.
PROVIDE A COMPLETE SPRINKLER SYSTEM FOR THE FLOOR AND ABOVE CEILING AS
FOR PRE -ACTION SYSTEM.
NECESSARY THE ENTIRE SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, THE CITY
BUILDING CODES AND THE REQUIREMENTS OF FACTORY MUTUAL.
40� P A C
DOUBLE ION'TERLOCK PREACTION' SYSTEM TRIM A
NOT TO SCALE
4" MANIFOLD
CONNECTED TO
EXISTING 6"
FIRE RISER
NEW PRE -ACTION FUTURE PRE -ACTION
SPRINKLER ZONE -3 SPRINKLER ZONE -4
nATA I [Al I n 11M� Mf%f',LJ n
SPMW L ER FRSE IR% DE T A L.
NOT TO SCALE
EQUIPMENT SCHEDULE
DOUBLE INTERLOCK PREACTION SYSTEM TRIMPAC.
EASY RISER CHECK VALVE.
STRAIGHT THROUGH DELUGE VALVE.
FLOW TEST DRAIN.
BUTTERFLY VALVE W/ BUILT IN TAMPER SWITCHES
FLOW SWITCH
AIR COMPRESSOR
I PREACTION FIRE PROTECTION SYSTEM OPERATION I
A. THE SYSTEM SHALL BE A DOUBLE INTERLOCKED SYSTEM, REQUIRING BOTH A
CROSS -ZONE SMOKE DETECTION ALARM (FROM THE FM -200 PANEL) AND A LOSS OF AIR
PRESSURE IN THE PIPING SYSTEM BEFORE THE PREACTION VALVE RELEASES WATER TO
THE SYSTEM.
B. THE FOLLOWING ACTIONS SHALL ANNUNCIATE AT THE PREACTION PANEL AND THE
EXISTING BUILDING FIRE ALARM PANEL:
1) SMOKE DETECTION (SIGNAL IS FROM THE FE -25 PANEL)
2) PIPING SYSTEM AIR PRESSURE LOSS
3) WATER FLOW ALARM THROUGH THE DELUGE VALVE
4) WATER PRESSURE ALARM
ALL ALARM INDICATORS ADDED TO THE EXISTING BUILDING FIRE ALARM PANEL SHALL BE
LABELED WITH A "DATA CENTER" PREFIX AND THE CORRESPONDING ACTION ALARM.
C. ALL OF THE PREACTION FIRE PROTECTION SYSTEM COMPONENTS SHALL BE ON THE
EMERGENCY POWER CURCUIT AND HAVE BATTERY BACK UP POWER.
SPLIT RING
TYPE HANGER
imp
0141110*310=11-
SPRINKLER
CLEVIS TYPE
HANGER
NOTES:
1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED.
2) MAXIMUM ALLOWABLE SPACING OF HANGERS:
STEEL PIPE: Y2 " TO 1Y2" - 7'-0" O.C.
2" TO 2Y2 " - 10'-Oj' O.C.
COPPER PIPE: Y2 " TO 1Y4" - 5'-0" O.C.
2" TO 2Y2" - 8'-0" O.C.
CAST IRON PIPE: ALL - 10'-0" O.C.
3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION.
F� P
/f2\- swm&-r. FE HAIN NGER
VF -0-717 NOT TO SCALE
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C
I PREACTION FIRE PROTECTION SYSTEM CRITERIA I
A. CONTRACTOR SHALL COORDINATE AND CONNECT FIRE ALARM SIGNAL WITH THE BUILDING FIRE
ALARM SYSTEM.
B. THE SPRINKLER PIPING AND HEADS SHALL BE LOCATED AS REQUIRED. SPRINKLER SYSTEM
SHALL BE HYDRAULICALLY DESIGNED AND INSTALLED IN ACCORDANCE WITH LOCAL CODE AND NFPA
13.
C. CALCULATIONS SHALL MEET THESE MINIMUM REQUIREMENTS: 0.15 GPM/FT-2 OVER THE
MOST REMOTE 2000 FT^2.
D. SPRINKLER HEADS SHALL BE RATED AT 1657.
D. SPRINKLER PIPING SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH ROLLED GROOVE
OR SCREWED FITTINGS. SCREWED FITTINGS SHALL BE GALVANIZED.
FIRE EXTINGUISHERS
A. PROVIDE AND INSTALL NINE(9) 10 LB. HALOTRON OR FE36 FIRE EXTINGUISHERS.
B. HALOTRON IS A "CLEAN AGENT" HYDROCHLOROFLUOROCARBON DISCHARGED AS A RAPIDLY EVAPORATING
LIQUID WHICH LEAVES NO RESIDUE.
C. HALOTRON IS PRESSURIZED WITH ARGON GAS AND IS AN EPA AND FAA APPROVED HCFC BLEND 8 AGENT
APPROVED FOR USE ON CLASS A, 8, AND C FIRES.
D. HALOTRON IS INTENDED FOR USE IN AREAS SUCH AS COMPUTER ROOMS, TELECOMMUNICATIONS FACILITIES,
CLEAN ROOMS, AND DATA STORAGE AREAS.
E. COORDINATE LOCATIONS OF FIRE EXTINGUISHERS WITH ARCH.
DEMISING WALL
OR RATED PARTITION
SHEETMETAL SLEEVE
SPRINKLER PIPE
PROVIDE ESCUTCHEON "-FILL VOID WITH APPROVED
PLATE ON PIPES NON-COMBUSTIBLE MATERIAL
S. _X�.
EXPOSED WITHIN ROOM (ROCK WOOL INSULATION). AT
RATED PARTITIONS, SEAL BOTH
ENDS OF OPENING WITH
APPROVED FIRE -CAULK
I
A wAN
PrM At INT CRIOR WAL
F0.1 I NOT TO SCALE
1**�
L RECEIVE -D
CITY OF TUKWILA
SEP 15 2016
PERMIT CENTER
I, DRAWING INDEX
r RM
NUMBER
DRAWING TITLE
FO. 1
FIRE PROTECTION NOTES, SPECIFICATIONS, & DETAILS
F2. 1
FIRE PROTECTION SPRINKLER PLAN SEPARATE
MMU f AN
APPROVAL
r4t,QU! R ED
I%UES&REVISIONS
No.
Date
Dmfipfion
1
9/9/16
ISSUE FOR PERMIT
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I%UES&REVISIONS
No.
Date
Dmfipfion
1
9/9/16
ISSUE FOR PERMIT
�*_YAI'12 j OrA619 "_
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DRAWN: TRF
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REVIEWED: RWB t�
PROJECT NO.: C 1395.00
PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN
CONSENT OF BURR COMPUTER ENVIRONMENTS, INC.
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DRAWN: TRF
REVIEWED: RWB
PROJECT NO.: C1395.00
BURR COMPUTER ENVIRONMENTS, INC.