HomeMy WebLinkAboutPermit D10-248 - SAHALE SNACKS - TENANT IMPROVEMENTSAHALE SNACKS
3411 S 120 PL
D10 -248
City okukwila
•
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http: //www. ci. tukwi la. wa. us
Parcel No.: 1023049069
Address: 3411 S 120 PL TUKW
Suite No:
Project Name: SAKALE SNACKS
DEVELOPMENT PERMIT
Permit Number: D10 -248
Issue Date: 10/07/2010
Permit Expires On: 04/05/2011
Owner:
Name: SABEY CORPORATION
Address: 12201 TUKWll A INTL BLVD 4THFL , SEATTLE WA 98168
Contact Person:
Name: KATIE WILLIS
Address: 2505 THIRD AV, STE 324 , SEATTLE WA 98121
Phone: 206 720 -7001
Contractor:
Name: J T M CONSTRUCTION Phone: (206)587 -4000
Address: METROPOLITAN PARK EAST , 1730 MINOR AVE STE 1120 98101
Contractor License No: JTMCOC *951BC Expiration Date: 01/03/2011
DESCRIPTION OF WORK:
TENANT IMPROVEMENT TO ADD ADDITIONAL MANUFACTURING AREAS WITHIN EXISTING BUILDING
Value of Construction: $70,000.00 Fees Collected: $1,924.11
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009
Type of Construction: IIIB Occupancy per IBC: 0010
* *continued on next page **
doc: IBC -10/06
D10 -248 Printed: 10 -07 -2010
City oliI'ukwila
•
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Permit Number: D10-248
Issue Date: 10/07/2010
Permit Expires On: 04/05/2011
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
N
N
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
End Time:
Fill 0 c.y.
Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private:
Storm Drainage:
Street Use: Profit: N
Water Main Extension:
Water Meter:
Permit Center Authorized Signature:
N
Private:
Public:
Non - Profit: N
Public:
oea Date: io
I hereby certify that I have read and examines this p t and know the same to be true and correct. All pro sions of law and ordinances
governing t work e complied with, whether specified herein or not.
The grant
constructio
does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
ance of work. I am authorized to sign and obtain this development permit.
Date: .
Print Name:
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
doc: IBC -10/06
D10 -248 Printed: 10 -07 -2010
J��I�A wq City of Tukwila
C J
290a
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Parcel No.: 1023049069
Address: 3411 S 120 PL TUKW
Suite No:
Tenant: SAHALE SNACKS
PERMIT CONDITIONS
Permit Number: D10-248
Status: ISSUED
Applied Date: 09/08/2010
Issue Date: 10/07/2010
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by
a Washington Association of Building Official Certified welder.
6: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications.
7: 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.
8: 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.
9: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
11: Manufacturers installation instructions shall be available on the job site at the time of inspection.
12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
13: 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).
14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
15: 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
doc: Cond -10/06
D10 -248 Printed: 11 -29 -2010
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
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.
16: ** *FIRE DEPARTMENT CONDITIONS * **
17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
18: 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" (2A,
20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75 or less. (IFC 906.3) (NFPA 10, 3 -2.1)
19: 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)
20: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
21: 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. (IFC 906.5)
22: 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, 4 -3, 4 -4)
23: 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)
24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
is engaged from inside the tenant space. (IFC Chapter 10)
25: 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
1008.1.8.1)
26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
27: 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)
28: 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
doc: Cond -10/06
D10-248 Printed: 11 -29 -2010
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http. //www.ci.tukwila.wa.us
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 1011.5.1)
29: 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 1006.1, 1006.2, 1006.3)
30: 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 1006.4)
31: Aisles leading to required exits shall be provided from all portions of the building and the required width of the
aisles shall be unobstructed. (IFC 1013.4)
32: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
and/or adding sprinkler heads. (IFC 901.4)
33: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate
flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3)(EXTEND SPRINKLER PROTECTION TO BENEATH THE
SCALE DECK.)
34: 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. 2050).
35: 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 #2051)
36: 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 #2051) (IFC
104.2)
37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this
project.
38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
39: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth
in Table No. 803.5 of the International Building Code.
40: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
description of intended use.
41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
42: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
doc: Cond -10/06
D10-248 Printed: 11 -29 -2010
(206)575 -4407.
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 -431 -3665
Web site: http: / /www.ci,tukwila.wa.us
* *continued on next page **
doc: Cond -10/06
D10-248 Printed: 11 -29 -2010
City of Tukwila
s �Z Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating
construction or the performance of work.
Signature:
Print Name:
r
P7- -e $ N• ' .( i7'tiM %?J SG. J-�.1 S
Date: /1/2`) //U
doc: Cond -10/06
D10-248 Printed: 11 -29 -2010
M •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Parcel No.: 1023049069
Address: 3411 S 120 PL TUKW
Suite No:
Tenant: SAHALE SNACKS
PERMIT CONDITIONS
Permit Number: D10-248
Status: ISSUED
Applied Date: 09/08/2010
Issue Date: 10/07 /2010
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
7: Manufacturers installation instructions shall be available on the job site at the time of inspection.
8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
9: 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).
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
11: 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.
12: ** *FIRE DEPARTMENT CONDITIONS * **
13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
14: 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" (2A,
20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75 or less. (IFC 906.3) (NFPA 10, 3 -2.1)
15: 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
doc: Cond -10/06
D10 -248 Printed: 10 -07 -2010
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
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)
16: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
17: 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. (IFC 906.5)
18: 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, 4 -3, 4 -4)
19: 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)
20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
is engaged from inside the tenant space. (IFC Chapter 10)
21: 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
1008.1.8.1)
22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
23: 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 inunediately 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)
24: 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 1011.5.1)
25: 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 1006.1, 1006.2, 1006.3)
26: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means
of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the
floor level. The power supply for the means of egress illumination shall normally be provided by the premise's
electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less
than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2,
doc: Cond -10/06
D10 -248 Printed: 10 -07 -2010
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http:/lwww.ci.tukwila.wa.us
1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished.
27: Aisles leading to required exits shall be provided from all portions of the building and the required width of the
aisles shall be unobstructed. (IFC 1013.4)
28: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
and/or adding sprinlder heads. (IFC 901.4)
29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate
flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3)
30: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
31: 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 #2051)
32: 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 #2051) (IFC
104.2)
33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this
project.
34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth
in Table No. 803.5 of the International Building Code.
36: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
description of intended use.
37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
* *continued on next page **
doc: Cond -10/06
D10 -248 Printed: 10 -07 -2010
• •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http:/lwww.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing
this work will be complied with, whether specified herein or not.
The granting o
construction o
oes not presume to give authority to violate or cancel the provision of any other work or local laws regulating
ce of work.
Signature:4 _ 1 Date: 10 lo
Print Name:
doc: Cond -10/06
D10 -248 Printed: 10 -07 -2010
• •
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
httn://wwwci.tukwila.wa.us
Building Permit No. Ps Q /-4
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
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
Site Address: 3.ji 1 5 o t)4-.. M os'', 19 (Au.
Tenant Name: S L. in 5 n
King Co Assessor's Tax No.: 1 DZ3 o l °) 0 % °I
Suite Number: /PIO Floor: 1
New Tenant: ❑ Yes No
Property Owners Name: 5,•bei Cor Po r-g X10 I^ y-h. Pow
Mailing Address: 1 ZZO 1 ve.L %llo ■ 4'v-h. 44"" t5IW. .5,2"H-Lt
City
Ulf
State
g16$
Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: Ka i-i i /J; S
Mailing Address: 2-5b5- Third. Ave • 5he.. 3 2_9
E -Mail Address: Kock.; e4 C re-v44 ",rct- +&-4 -5
Day Telephone: b6) % ZO — % OO 1
5,eq-ftle_. 01- /9/2-/
City State Zip
Fax Number :-0(2) 7 2-0 -- Z°I 16i
GENERAL CONTRACTOR INFORMATION - -
( Contractor• Information for Mechanical (pg'4) for Plumbing arid 'Ga.'s Piping 6:1 5))
Company Name: 7I-rit C on6-(, )e�irY►
Mailing Address: "I"..r 1b ("O I-4✓t PA"k ,F.A,s g24 l/tA. "1 VD /
City State Zip
Contact Person: S4eVL PP 42r)112- S Day Telephone: c
zv-6.. 58.7-400o
E -Mail Address: . _- , - L. - c o Fax Number: �0(fl� S. 8% ^ 4100
Contractor Registration Number: S
xpiration Date:
'ARCHITECT OF RECORD -- All plans must be stamped•byA,rchitect of Record . .:. .
Company Name: Cra- 4. ,j /'�11; • ,'1- -S
Mailing Address: Z.5D5 711 ; r 4ve.. .
Contact Person: �`► (-� L t J( 1 s
6 4,2- 324 - u_ Z
E -Mail Address: 4+; q/), l' kG45 • Gt7rn
City State Zip
Day Telephone: L 6' 72.0 - 7)D f
Fax Number: (247)(,) ? 2.0 — Z91 cj
ENGINEER OF RECORD All plans must be stamped. by Engineer of Record
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
H.\Applications \Forms-Applications On Line \2010 Applications \7 -2010 - Permit Applicaoon.doc
Revised: 7 -2010
bh
Page 1 of 6
•
•
BUILDING PERMIT INFORMATION — 206 -431 -3670
Valuation of Project (contractor's bid price): $ 70, O DO Existing Building Valuation: $ 5 , 1617.11 Ot
Scope of Work (please provide detailed information): Pit A4 iM109/D✓er1uvf4- do .t t7(d 61.c i f7bvt0t a/
t^1 tieio- F.c.-i-v4in,3 dv-te■ to aX13 .� b ✓iI&AO.
Will there be new rack storage? ❑ Yes
❑.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
•
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
.Type of
Occupancy per
IBC
•
is'Floor
14,2.53
Si 11 ti
-`
_a
Ili K
g/ 5-2,F-
2nd Floor
• 3'u Floor
•
Floors • ' thru•
'Basement .
:'Accessory Structure*. •
-Attached Garage
-
•
<Detached. Garage
Attached Carport.
".Detached. Carport .
' CSOveredIleak
..ilncovered: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? ❑ Yes No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
eSprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes L No
If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
HA Applications On Line \2010 Applications X7-2010 - Permit Applicalion.doc
Revised: 7 -2010
bh
Page 2 of 6
PERMIT APPLICATION NOTES — Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
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).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 0 NE OR AUTHORIZED AGENT:
Signature: „rl-t`4• // 5
Print Name: leL{L(
Date: 17/K)
Day Telephone(Z0i1 T Z& 70D 1
Mailing Address: Z.5b5 7114x1 five. 5k. 324 ,741..e.. L .' YI Z 1
City State Zip
Date Application Accepted:
Date Application Expires:
1(
Staff Initials:
H:Wpplications\Foma- Applications On Line \2010 Applications \7-2010 - Permit Application.doc
Revised: 7.2010
bh
Page 6 of 6
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone : 206-431-3670
Fax: 206 - 431 -3665
Web site: http: //www. ci. tukwi la. wa. us
Parcel No.: 1023049069
Address: 3411 S 120 PL TUKW
Suite No:
Applicant: SAHALE SNACKS
RECEIPT
Permit Number: D10-248
Status: ISSUED
Applied Date: 09/08/2010
Issue Date: 10/07/2010
Receipt No.: R10 -02387
Payment Amount: $63.00
Initials: JEM Payment Date: 11/29/2010 03:10 PM
User ID: 1165 Balance: $0.00
Payee: JAMES N HARMON
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 01500C
ACCOUNT ITEM LIST:
Description
63.00
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 63.00
Total: $63.00
doc: Receiot -06 Printed: 11 -29 -2010
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http: //www. ci. tukwi la. wa. us
RECEIPT
Parcel No.: 1023049069 Permit Number: D10-248
Address: 3411 S 120 PL TUKW Status: APPROVED
Suite No: Applied Date: 09/08/2010
Applicant: SAHALE SNACKS Issue Date:
Receipt No.: R10 -02009
Initials:
User ID:
Payee:
TLS
1670
Payment Amount: $1,167.90
Payment Date: 10/07/2010 01:41 PM
Balance: $0.00
j T M CONSTRUCTION
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 012064 1,167.90
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES 000.322.100
STATE BUILDING SURCHARGE 640.237.114
Total: $1,167.90
1,163.40
4.50
doc: Receipt -06 Printed: 10 -07 -2010
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa. us
Parcel No.: 1023049069
Address: 3411 S 120 PL TUKW
Suite No:
Applicant: SAHALE SNACKS
RECEIPT
Permit Number: D10-248
Status: PENDING
Applied Date: 09/08/2010
Issue Date:
Receipt No.: R10 -01772
Initials:
User ID:
Payee:
JEM
1165
Payment Amount: $756.21
Payment Date: 09/08/2010 10:18 AM
Balance: $1,167.90
CRAFT ARCHITECTS, PLLC
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 4589 756.21
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 756.21
Total: $756.21
PAYMENT
RECEIVED
doc: Receiot -06 Printed: 09 -08 -2010
"4- INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206)/431 -3670
Permit Inspection Request Line (206) 431 -2451
Project: ?
S 4 IA ALF.
GK14ekS
Type of Inspection:
F=1 IV..
Address:
•
Date Called:
Special Instructions:
Date Wanted:
•
..
m.
Requester:
Phone No:
c...6 C) — (
—Ctif t1 /
IS4pproved per applicable codes.
Corrections required priorto approval. • .
COMMENTS:
w■I `efw■Te4 kc4JtAL
•21
' Date:
0
pIN ' ECTION FEE REQUIR D. Prior to n/xt inspection. lee must be .
id 6300 Southcenter Blvd.. 100. all td`schedulereinspection.
9.. .
t.
4
L�
r
J
L
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 1e-
6300 Southcenter.Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project
itrd-41E_
SA/acIl5
Type of inspection:
,, wP /
.
Address:
414// cis.
4)6 e".G-
Date Called:
—
Special Instructions:
--
. t i 1
•
i T It
.
i
Date Wanted:
/ /-- a+� 7 - / C�
a:mi)
m.
Requester:
Phone No: y /�
Ca 0 G- 6o j 7 -+L 02. C
,
•
proved per applicable codes:,
® Corrections required prior to approval.
COMMENTS:
i E itAigisicktrami LIe,1l- 1 e, -- A-rmsaar,
.
Alato IA 04.c eel 1 Prr- -elt. 0" talc t �.
:2) ..r
t(k,af 1L -, for aLy.J. _ x.;fn.ar It st
r
- drk∎ei# L =- F"►bJA Yx
,
•
a
NSPECTION FEE ' EQUIRED. Prier to next inspection, fee must be
rid at 6300 Soutbceute la, Suit- 100: Call to schedule reinspection.
1
r f
- -r�•fx ,.a,x - '-a,'64...w 9.06
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISN
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 431 -2451 (4-•
431 -3670'
Project:
41v 92E
Siv ee s
Type of Inspection:
7.4,94
Address:
c. 5•/// %5
/.2 4 PL
Date Called:
Special Instructions:
Date Wanted:
/j --24j - .•-./e
a.m.
Requester: •
Phone No: •
c>2 04 - 47, .20.24
ElApproved per applicable codes.
Corrections required prior to approval.
COMMENTS: .
7.4c677-‘e fla
41
1 II
Date:
PECTION FEE REQUI ED Prior !pit inspection, fee must be
at 6300 Southcent'er Blvd., Suite 100. Call to schedule reinspection.
• :.:amp• .a.r.. ....'•0. . .w.•. -. 1YVR4
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION e"--
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670.
Permit Inspection Request Line (206) 431 -2451
Pro �_4444.... s , f ittff}
ype op0 4+' % . Cof ' A
(
Address:
(--C. f- Cam'_
%'...
Date Called:
Special Instructions:
044
tom∎' e - tr Ml -Fr- 4100AW
Date Wanted:
rt- r0
Requester:
Phone 9..C7(o L.0 t e --'2,6 .124
IBM
Approved per applicable codes. Corrections required prior to approval.
•
COMMENTS:
1. ) rA,,,,r,. /`2 ,moo 'P
lAcrrt e
tom∎' e - tr Ml -Fr- 4100AW
•
r
L t ei i4+
60 f rei f ,J-C�O
o - il"4 r r
L- ` y IA �- - P M/ • N iIl GX±
.i" � t ¢ :.
Pa v iii, Ley
eb
,
I specpr: Dat{ :t
r 2 1 r., f
SPECTION'FEE R -QU RED: Pri. to next inspection; fee must be•
at 6300 Southcenter Bttduite 100: Call to schedule reinspection.
•) .
mosenwast-:.• .. ,1:•r .. ------9C ef3 ,+e+'•.. -.a - cr.•r",ffrwo w*r• 'x .44
1
4
• INSPECTION RECORD.
Retain a copy with permit
INSPECTION NUMBER
. •
s".
CITY OF TUKWILA FIRE DEPARTMENT,
444 Andover Prk East. Tukwila, Wa. 98188 206-575-4407
PERMIT NUMBERS
4.
Project: 5 kik j 4 5 sA 0. t ir_e,
Type of Inspection:
Wel" too, 1 or "i Id ed Y C4 igvc- R.
Address: -s Li /I
Suite #:
C . 17 ottu‘ A-
C ntact Person: .
Special Instrucans:
Phone No.:
z14-6c(7- 2oa6
: NI Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
4
sPr
„14/a+- at_ 4 (4)-e
ek/A • 7# vz
1
• ..
41r-e. CA td
1
•
Needs Shift Inspection:
Sprinklers: I
fAitc)'-k
Fire Alarm:
Hood & Duct:
'
Monitor: • 151r
Pre-Fire:
Permits:
Occupancy Type:
C j
Ilispecto
jr...\
fAitc)'-k
• .
Date: • 1A75 \to .
'
Hrs.:
1.0
ri $80.00 REINSIPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Word/Inspection Record Forrn.Doc 1/13/06
•
..•••• • .
T.F.D. Form F.P. 113
c°±- 141iM5 'Lr!'ti'VA` ai.adf:tt:�t�cf`3�t'fk`�r f, x` x"'I -ti'E:. iui: +,�:_
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila; Wa. 98188 - 206 -575 -4407
Project:
�Q k � c
Type of Inspection:
� r �, I4y tove -v
Address: ,7/ ,// f . /? &tA A
Suite #:
Contact Person:
Special Instructions:
Phone No. :.
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
reAidif loot et._
eed
! ,N/1 1-1 F'A4 /3 9.3 . y .
-1 ea,eALAc...e
P ij I' IA,
wj ;.►� 1Z 'kvt
eL •
Needs Shift Inspection: _
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits: -
Occupancy Type:
Hrs.: . 6
$80.00 REINSP ECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record For n.Doc
1/13/06
T.F.D. Form F.P. 113
Nov 29 10 03:07p
Washington Association of Building Officials
P. O. Box 7310, atympla, WA 98507
888-65‘9515 • www.wabo.or9
Certified Welder Card
MARK D. STARMAN
17300 ST 132ND ST
RENTON WA 98059
Welder ID Number
W01761
Expires'
Renew on orbefoie expiration date
p.1
LL/
Set-IA-Le St.► Ac us
R "Ec.: Tit f
l:.tJ �• 2310
ci.:47-Fok.‘"
CQg �L•T '9
eD ®:elL�..Ltl�
E-a3 znCa �oyJ
t c3v•-)
Nov 1U us:uip
Washington Association of Budding Officials
P. O. Boa 7310, Olympia, WA 98507
888-664-9515 • www.wabo.org
Certified Welder Card
KARI A STEINMAN
660 REDMOND AVE NE
RENTON WA 98056
Welder ID Number
.W00876
Expires:
APR 1.2011
Renew on or before expiration date
p.2
'•
DL.PA2TI.iLIAT
Nov 29 10 03:08p
0 -2Lie
REC.'TEIVED
2 2010
The weloer named on this canlis certified for the following:
Structural Steel: FCA1/11, Plate, All Positions, Up, i711-X,
1/8" & over, w/backing
Stria ctura !Steel: SMAW, Plate, All Positions Up, E7018,
F-4 & lower, 1/8" & over, w/backing
WABO ivelder certified proosss qualifications aie outlines lin WABO
Standard 27-13 & to accordance with ANSIIAWS Ott D1.3, 131.4
THIS CARD IS THE PROPERTY OF INIABO
P.3
1
.b/-c-i° RECEIVED
-,214 s
POE Engineering, Inc.
CIVIL & STRUCTURAL ENGINEERING/CONSULTING
1314 8TH STREET N.E., SUITE 201
AUBURN, WASHINGTON 98002
(253) 833 -4052 • FAX (253) 833 -4053
r-
poinbisq.
LE COpy
October 4, 2010
Starman Metal Fabrications, LLC
17300 S.E. 132nd Street
Renton, WA 98059
Attn: Mr. Mark Starman
Re: Sahale Snacks Scale Deck
3411 South 120th Place, Tukwila, WA
Dear Mark,
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 2 9 2010
City of TukwiIa
BUILDING DIVIRIniv
This letter is written to accompany calculations and details for the Sahale Snack Scale
Deck to be located within the building at 3411 South 120th Place in Tukwila. The deck is
designed for 75psf of live load along with the 1,500 pound scale (includes 400 pounds of
added product weight). Scale deck height is to be 94 inches above the concrete floor.
The supporting floor will be required to be a minimum of 5" thickness of 3ksi concrete
supported by 1,750psf bearing soils.
See sheet 2 of the attached analysis for the deck framing plan. All connections to be
welded unless noted otherwise. Decking is to be aluminum diamond plate span rated for
75psf of live load with a 24" span spot welded to the deck frame. Allow for dissimilar
metals as /if required. Connect deck frame to the columns per detail on sheet 15. Provide
column base plates per detail sheet 16. See sheets 17 & 18 for structural notes.
Please call with any comments or questions.
Sincerely,
POE Engineering, Inc.
Alan F. Poe, P.E.
Attachment
REVISI
NOV 08 2010
PERMIT CENTER
POE Engineering, Inc.
Civil & Structural Engineering/Consulting
1314 8th Street NE, Suite 201
Auburn, WA 98002
(253) 833-4052 FAX (253) 833-4053
JOB
SHEET NO
OF
A" Fe
CALCULATED BY
CHECKED BY DATE
SCALE
• DATE
t
t6
tt"e` At"'Nf-4 ftSCAIC,..•
sc_z pc7 — Iitsr...m.d
.oeigajc"tx..44 k Lealtu.td.,
beJ r t.tptiS C.A. 1/4,1" .AtA.(1.■
—2dtsg=•ck., 1/4
kato,•.m. -%:47 P.cg."
S�' e.g.- r 46
5,00
s1ce tat:r t= C4 4. AN, C14.
rAg4.3- VPI:ete.- co iL0 Fcceso
w—rre.alt...-0".., rat-dieroort.ori, Skid 6 tit "°16 Lzole
vb
1-i 1,0 k. ck
S.
ct,
SC° • rk' e
LeLOLIZ3 kr °Co (
'IC C L, r-Lo•
4, -za-b-tr
s •
z
t6'
tux
5 (...; e 4k, 41
LoNta. .4• 1 L Fak0 Aar
k '2V44?
1/46, e
g a
6 N4,6 ‘c vift -41) Vt. 0
tier
6o V.1.-47)
C? • v"kst.
klar•4 k rIR CArL4..?
< 6 flt ..V4t • Arl,
146 S,4.0
rectar•.cic iuk:in:3
Wcc Mfr Nc-
bl , ?s ) ;!Q G�wr -u•�
cete. ve, fort..
:.75CC.
Notes:
1. All connections to be welded unless noted otherwise.
2. Decking is to be aluminum diamond plate span rated for 75psf
of live load with a 24" span spot welded to the deck frame.
3. Allow for dissimilar metals as /if required.
4. See sheets 17 & 18 for structural notes.
-to r4) 4'
24O OW'
:J�cc b.S
24.00M >:.75C,C
:s.L'•L'•L'•
125x2 ,4"
reciting 4a
tubing
.7600
25.7500
2 °1'xS'S:6"
Sq.nrc
Lubin )
0
:,., :h!• uente: c2 the
piatfr:rr .
OE 'OW
J
2000:
4t14 4 -1oZ >0 V I%
ket gS. Gyo 6 /fir'
S P rtzri.
tdSS sw et) yc tAte
POE Engineering, Inc.
Civil & Structural Engineering/Consulting
1314 8th Street NE, Suite 201
Auburn, WA 98002
(253) 833 -4052 FAX (253) 833 -4053
JOB
SHEET NO 3. OF
CALCULATED BY A F P
CHECKED BY DATE
SCALE
kc..D - a *de
DATE
'lam\ P ri•o k A R..0 C
1,S5904 )i 2,
e W0'1
re.�
s c
CC") 0.., Pitt
Qr,q,Z44'
-4. r
l I 41e
4II:6 C S %4
tR.4P. 14
410.2=P ? Ea...) a- "tAG6a(1)t.7 t�
b . .�
Ita LAC Lo
44 / Fv�
C� r3F3
c.465.46
r 6
POE Engineering, Inc.
1314 8th St NE #201
Auburn WA 98002
253 - 833 -4052
Title Block" selection.
Title Block Line 6
Title :
Dsgnr:
Project Desc.:
Project Notes :
Steel Beam Design
Job #
*/
Printed: 16 SEP 2010,11:O5AM
File; C1Documents and SettingslAlan\My DocumentslENERCAt.0 Data Fi5:s110-039 ec.6
ENERCALC 1NC 1983.2910, Ver 6.1,51, N.29204:
.E h
• grat7i�..Y;Lr !!`ii31" tzf a... n. ;z ,clf .a9° "r `^FM%x PESE :0 NIMR: „i. i9' ,',Vs8':9.i,'.'MVSY.fl..�. GT?ffNift VA: `.
Perimeter Support
Description :
Material • Properties
Analysis Method : Allowable Stress Design
Beam Bracing : Beam bracing is defined as a set spacing over all spans
Bending Axis : Major Axis Bending
Load Combination 20061BC&ASCE7 -05
Unbraced Lengths
Calculations per IBC 2006, CBC 2007, 13th AISC
Fy : Steel Yield : 46.0 ksi
E: Modulus : 29,000.0 ksi
First Brace starts at 2.0 ft from Left-Most support
Regular spacing of lateral supports on length of beam = 2.0 ft
D(0.55) L(0.2)
D(0.08) (_(0.375)
•
Span = 20.0 ft
HSS8X6X3 /8
Appllied:Loads:
Uniform Load : D = 0.080, L = 0.3750 k/ft, Tributary Width =1.0 ft
Point Load : D = 0.550, L = 0.20 k @ 10.0 ft
DESIGN SUMMARY
Service loads entered. Load Factors will be applied for calculations.
Maximum Bending Stress Ratio = 0.479: 1
Section used for this span HSS8X6X3 /8
Mu : Applied 26.500 k -ft
Mn / Omega : Allowable 5 5.31 9 k -ft
Load Combination +D +L +H
Location of maximum on span 10.000ft
Span # where maximum occurs Span # 1
Maximum Deflection
Max Downward L +Lr +S Deflection
Max Upward L +Lr +S Deflection
Max Downward Total Deflection
Max Upward Total Deflection
Maximum Shear Stress Ratio =
Section used for this span
Vu : Applied
Vn /Omega : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
0.619 in Ratio =
0.000 in Ratio
0.815 in Ratio =
0.000 in Ratio =
388
0 <360
294
0 <240
. 0.061 : 1
HSS8X6X3 /8
4.925 k
80.208 k
+D +L +H
0.000 ft
Span # 1
Maximum: Forces & Stresses for. Load:.Combinations
Load Combination Max Stress Ratios
Segment Length Span # M V Mmax +
Summary of Moment Values
Overall MAXimum Envelope
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 ft
Dsgn L= 200fi
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 fi
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 ft
Dson. L = 2.00 ft
+0
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 ft
+D +L +H
Dsgn. L = 2.00 ft
Dsgn. L = 2.00 ft
0.162
0.290
0 386
0.449
0.479
0.479
0.449
0.386
0.290
0.162
0.036
0 066
0.091
0.109
0.122
0.122
0.109
0.091
0.066
0.036
1 0.162
1 0.290
0.061
0.050
0.039
0.027
0.016
0.016
0.027
0.039
0.050
0.061
0.013
0.011
0.009
0.007
0.005
0.005
0.007
0.009
0.011
0.013
0.061
0.050
8.94
16.06
21.36
24.84
26.50
26.50
24.84
21.36
16.06
8.94
1.99
3.66
5.01
6.04
6.75
6.75
6.04
5.01
3.66
1.99
Summary of Shear Values
Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega
8.94
16.06
21.36
24 84
24.84
21.36
16.06
8.94
1.99
3.66
5.01
6.04
6.04
5.01
3.66
1.99
8.94
16.06 8.94
8.94
16.06
21.36
24.84
26 50
26.50
24.84
21.36
16.06
8.94
1.99
3.66
5.01
6.04
6.75
6.75
6.04
5.01
3.66
1.99
92.38
92.38
92.38
92.38
92.38
92.38
92.38
92.38
92.38
92.38
92.38
92.38
92.38
92.38
92.38
92.38
92.38
92.38
92.38
92.38
55.32
55.32
55.32
55.32
55.32
55.32
55.32
55.32
55.32
55.32
.55.32
55 32
55.32
55.32
55.32
55.32
55.32
55.32
55.32
55.32
8.94 92.38 55.32
16.06 92.38 55.32
1.62 1.00
1.20 1.00
1.10 1.00
1.05 1.00
1.02 1.00
1.02 1.00
105 100
1.10 1.00
1.20 1.00
1.62 1.00
1.63 1.00
1.21 1.00
1.11 1.00
1.07 1.00
1.04 1.00
1.04 1.00
1.07 1.00
1.11 1.00
1.21 1.00
1.63 1.00
4.93
4.02
3.11
2.20
1.29
1.29
219
3.10
4.01
4.92
1.08
0.92
0.76
0.60
0.43
0.44
0.59
0.75
0.91
1.07
133.95
133.95
133.95
133.95
133.95
133.95
133.95
133.95
133.95
133.95
133.95
133.95
133.95
133.95
133.95
133.95
133.95
133.95
133.95
133.95
80.21
80.21
80.21
80.21
80.21
80.21
80.21
80.21
80.21
80.21
80.21
80.21
80.21
80.21
80.21
80.21
.80.21
80.21
80.21
80.21
1.62 1.00 4.93 133.95 80.21
1.20 1.00 4.02 133.95 80.21
POE Engineering, Inc.
1314 8th St NE #201
Auburn WA 98002
253 - 833 -4052.
Title Block" selection.
Title Block Line 6
Steel Beam Design
Title :
Dsgnr:
Project Desc.:
Project Notes :
Job #
Printed: 16 SEP 2010, 11:O5AM
F k. C:\Documents end SeltingsAAlanlMy Documents\ENERCALC Data Fibs110-039 ec6
. ARGO� c .:Z . EwYb g% � XNli i R?SMAM a INC. VAME.P ;Si
Description : Perimeter Support
Load Combination
Segment Length
Max Stress Ratios
Summary of Moment Values
Summary of Shear Values
Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega
Dsgn L = 2 00 ft 1 0 390 0 013 21 56 20.14 21.56 92:38 55.32 1.02 1.00 1.07 133.95 80.21
Dsgn L = 2 00 ft 1 0 390 0 013 21.56 20.14 21.56 92.38 55.32 1.02 1.00 1.07 133.95 80.21
Dsgn. L = 2.00 ft 1 0.364 0.022 20.14 17.27 20.14 92.38 55.32 1.05 1.00 1.80 133.95 80.21
Dsgn. L = 2.00 ft 1 0 312 0 031 17 27 12 96 17.27 92.38 55.32 1.10 1.00 2.52 133.95 80.21
Dsgn. L = 2 -00 ft 1 0 234 0 040 12 96 720 12.96 92.38 55.32 1.20 1.00 3.24 133.95 80.21
Dsgn. L = 2.00 ft 1 0.130 0.049 7.20 7.20 92.38 55.32 1.62 1.00 3.96 133.95 80.21
Overall Maximum Deflections - Unfactored Loads
Combination Span Max. "-° Defl Location in Span Load Combination Max. " +" Defl Location in Span
D +L
0.8146 10.100
Vertical.:Reactions - Unfactored Support notation . Far left is #1
0.0000
Values in KIPS
0.000
Load Combination Support 1
Support 2
Overall MAXimum 4.925 4.925
D Only 1.075 1.075
L Only 3.850 3.850
D +L 4.925 4.925
Sahale Snacks 6,
Date and Time: 9/16/2010 11:07:35 AM
MCE Ground Motion - Conterminous 48 States
Zip Code - 98168 Central Latitude = 47.488839
Central Longitude = - 122.29991
Period MCE Sa
(sec) ( %g)
0.2 140.6 MCE Value of Ss, Site Class B
1.0 048.5 MCE Value of S1, Site Class B
Spectral Parameters for Site Class D
0.2 140.6 Sa = FaSs, Fa = 1.00
1.0 073.7 Sa = FvS1, Fv = 1.52
SaS
O�- �4a.rFe �vti
v-- 1
1:4. 1, a
fiftikrese° 4=1.P.
TA. tg'.k-
0
&.-G 1 -g,S4
-- �a•t -�
t. ae • 1 7 -
POE Engineering, Inc.
Civil & Structural Engineering /Consulting
1314 8th Street NE, Suite 201
Auburn, WA 98002
(253) 833 -4052 FAX (253) 833 -4053
JOB " \
SHEET NO \ OF
CALCULATED BY A "F' DATE ? 4,6 /,'a
CHECKED BY DATE
SCALE
F
Gc...9r .
E3v 1 3 .14- pf,P .1..�..s
I,oei c8C lb- t....
z ` PeF o•..
L.
t.5l® Peg- w
,
r$ . •
- POE Engineering, Inc.
1314 8th St NE #201
Auburn WA 98002
253- 833 -4052
Title Block" selection.
Title Block Line 6
Title :
Dsgnr:
Project Desc.:
Project Notes :
2 -D Frame Analysis
Job # /3,"
Printed: 16 SEP 2010, 2104PM
Fib, C \Documents and SettingslAlan\Nly Dociuments\ENERCAtC Data Fibs\10.039 ec6
_
EPERCALC, INC, 1983.21]0 -11er $ 151,.N.29204
EMy �g•a 5 :�;E} ME1>NKMS?,M/, M29«u 4 tSEMM,N:C?ite:3O3Ui i�.`! .h
Description : Long Side Frame
Members...
Member
Label
Property Label
Endpoint Joints
I Joint J Joint
Member
Length
ft
1 End Releases
X Y Z
J End Releases
X Y Z
A
B
C
Column
Beam
Column
1 2
2 3
3 4
7.830
20.000
7.830
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Free
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Free
Materials...
Member
Label
Youngs
ksi
Density
kcf
Thermal
in/degr
Yield
ksi
Default
Steel
1.00
29,000.00 .
0.000
0.490
0.000000
0.000650
1.00
46.00
Section Sections...
Prop Label
HSS6X6X1 /4
HSS8X6X1 /4
Group Tag Material
Column Steel
Beam Steel
Area Depth Width Ixx I yy
5.240 in "2 6.0 in 6.0 in • 28.60 inA4 28.60 in ^4
6.170 inA2 8.0 in 6.0 in 56.60 in "4 36.40 in "4
Joint Loads....
Joint Label
Load
Direction
2
Global X 1
Load Magnitude
Dead Roof Live Live Snow Seismic Wind Earth
0.3890 k
eai:
2
1
3
0.389)
I e.:.7z'-•a. - .
� 0
A/Co
umn
.
C /Co
.
umn
\O/4
\
Joints...
Joint
Joint Coordinates
Joint
Label
X
ft ft ¥
X Restraint
Y Restraint
Z Restraint
Temp
deg
1
0.0
0.0
Fixed
Fixed
Fixed
0
2
0.0
7.830
0
3
20:0_
— • 7:83
—
0
4
20.0
0.0
Fixed
Fixed
Fixed
0
Members...
Member
Label
Property Label
Endpoint Joints
I Joint J Joint
Member
Length
ft
1 End Releases
X Y Z
J End Releases
X Y Z
A
B
C
Column
Beam
Column
1 2
2 3
3 4
7.830
20.000
7.830
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Free
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Free
Materials...
Member
Label
Youngs
ksi
Density
kcf
Thermal
in/degr
Yield
ksi
Default
Steel
1.00
29,000.00 .
0.000
0.490
0.000000
0.000650
1.00
46.00
Section Sections...
Prop Label
HSS6X6X1 /4
HSS8X6X1 /4
Group Tag Material
Column Steel
Beam Steel
Area Depth Width Ixx I yy
5.240 in "2 6.0 in 6.0 in • 28.60 inA4 28.60 in ^4
6.170 inA2 8.0 in 6.0 in 56.60 in "4 36.40 in "4
Joint Loads....
Joint Label
Load
Direction
2
Global X 1
Load Magnitude
Dead Roof Live Live Snow Seismic Wind Earth
0.3890 k
POE Engineering, Inc.
1314 8th St NE #201
Auburn WA 98002
253 - 833 -4052
Title Block" selection.
Title Block Line 6
Title :
Dsgnr:
Project Desc.:
Project Notes :
2 -D Frame Analysis
Job # ?{'
Printed: 16 SEP 2010, 2:04PM
Fib, C:\Documents and Settmgs1Atan1My Documents\ENERCALC Data Fi s110-039 ec5
ENERCALC, INC, 1983-2010, Ver.61.51, N19204
M „ 4010._ 5:?- M M O WSK Ow Sf a AR AN Z U ' 3f nnENNE. O,� „,.. NNIXMONFMN. ;
Long Side Frame
Description :
Joint Loads....
Joint Label
Load
Direction 1
Load Magnitude
Dead Roof Live Live Snow Seismic Wind Earth
3 1 Global X 1
0.3890
k
Member Point Loads....
Member
Label
Load Distance from
Direction "I" Joint
Load Magnitude
Dead Roof Live Live Snow Seismic Wind Earth
B
Global Y
10 ft
0.550
0.20
Member Distributed Loads....
Member
Label
Load Combination
Joint Label
Member
Label
B
Load
Direction
Clobal Y
Load Extents
Start ft
End
0.01 StaF -Mao
Dead
: 0.080
Roof Live
Load Magnitude
Live Snow
0 3750
Seismic
Wind
Earth
1,14
20.01 End Map :
0.080
0.3750
IV
k/ft
Load Combinations...
Load Combination
Description
Group
Multiplier
+D+ +
+D+0.70E +H
+D+0.750 L+0.750 S+0.5250 E +H
+1 .20 D+0.50 Lr +1.60 L +1.60 H
+1 .20 D+0.50 L+0.20 S+E
+0.90D-i- E +1.60H
.0
1.0
1.0
1.0
1.0
1.0
Gravity Load Factors
X Y
.0
-1.0
-1.0
-1.0
-1.0
-1.0
Load Combination Factors
Dead Roof Live Live Snow Seismic
Wind
Earth
.0
1.0
1.0
1.20
1.20
0.90
1.0
0.750
0.50 1.60
0.50
0.70
0.750 0.5250
0.20 1.0
1.0
1.0
1.0
1.60
Joint Displacements & Reactions for Load Combination :
Member
Label
Load Combination
Joint Label
LoadCombination
Joint Displacements
X Y
in in
Z
Radians
X
k
Joint Reactions
Y
k
Z
k -ft
1
+D+L +H
.0000
.0000
0.0
1.493
5.275
0.0
2
+D +L +H
0.001001
-0.003218
- 0.005308
0.0
0.0
0.0
3
+D +L +H
- 0.001001
- 0.003218
0.005308
0.0
0.0
0.0
4
+D +L +H
.0000
.0000
0.0
-1.493
5.275
0.0
1
+D+0.70E +H
.0000
.0000
0.0
0.1267
1.211
0.0
2
+D+03-0E +H
-0- 1-497- -
-13:000706-
-0:002043
- 0:0
0.0
0.0
3
+D+0.70E +H
0.1492
- 0.000970
0.000794
0.0
0.0
0.0
4
+D+0.70E +H
.0000
.0000
0.0
- 0.6713
1.638
0.0
1
+D+0.750L+0.750S+0.5250E +H
.0000
.0000
0.0
1.015
4.152
0.0
2
+D+0.750L+0.750S+0.5250E +H
0.1129
- 0.002524
- 0.004804
0.0
0.0
0.0
3
+D+0.750L+0.750S+0.5250E +H
0.1113
- 0.002722
0.003867
0.0
0.0
0.0
4
+D+0.750L+0.750S+0.5250E +H
.0000
.0000
0.0
-1.424
4.472
0.0
1
+1.20D+0.50Lr +1.60L +1.60H
.0000
.0000
0.0
2.218
7.80
0.0
2
+1.20D+0.50Lr +1.60L +1.60H
0.001487
- 0.004779
- 0.007884
0.0
0.0
0.0
3
+1.20D+0.50Lr +1.60L +1.60H
-0.001487
- 0.004779
0.007884
0.0
0.0
0.0
4
+1.20D+0.50Lr +1.60L +1.60H
.0000
.0000
0.0
-2.218
7.80
0.0
1
+1.20D+0.50L+0.20S +E
.0000
.0000
0.0
0.6251
3.260
0.0
2
+1.20D+0.50L+0.20S +E
0.2142
- 0.001973
- 0.004498
0.0
0.0
0.0
3
+1.20D+0.50L+0.20S +E
0.2128
- 0.002349
0.002713
0.0
0.0
0.0
4
+1.20D+0.50L+0.20S +E
.0000
.0000
0.0
-1.403
3.869
0.0
1
+0.90D +E +1.60H
.0000
.0000
0.0
- 0.02398
1.012
0.0
2
+0.90D +E +1.60H
0.2138
- 0.000583
- 0.002190
0.0
0.0
0.0
3
+0.90D +E +1.60H
0.2133
- 0.000960
0.000405
0.0
0.0
0.0
4
+0.90D +E +1.601-1
.0000
.0000
0 0
-n 75d0
1 R99
n n
Member End Forces for Load Combination :
Member
Label
Load Combination
Joint " I " End Forces
Axial Shear
k k
Moment
kit
Joint " J " End Forces
Axial Shear
k k
Moment
k -ft
a
b
c
+D +L +H
+D +L +H
+D+L +H
5.275
1.493
5.135
-1.493
5.135
1.493
0.0
11.691
11.691
-5.135
-1.493
-5.275
1.493
5.135
-1.493
- 11.691
- 11.691
0.0
POE Engineering, Inc.
1314 8th St NE #201
Auburn WA 98002
253- 833 -4052
Title Block" selection.
Title Block Line 6
2 -D Frame Analysis
Title :
Dsgnr:
Project Desc.:
Project Notes :
Job #
ley
Printed: 16 SEP 2010, 2:04PM
file: C \Documents and Settmgs1Alan\My Documents\ENERCALC Data Files110 -039 ec6
UMW s� ry .vim,,.+ _ ENERCALC,, INC 1983-20100, *VVer 6151,- N.29204.
4.150M ? 2EME.`•f'k.'!�f.i.Ao}�tr 4,+`E 3%�YAU '+Ma o:,Ymn�3i ".o- ;a.`��.�'.� '•?n5,f:�r PU `fi.'.. ' .' '�^ ,J , .+%_ i?. F�•, ^' � sWIE Pla�* r
Description : Long Side Frame �f
Member End Forces for Load Combination :
Member
Label
Load Combination
Joint " I " End Forces
Axial Shear
Moment
Joint " J " End Forces
Axial Shear
Moment
k
k
kft
k
k
k -ft
a
+D+0.70E+H
1.211
- 0.1267
0.0
-1.072
0.1267
- 0.9923
b
+D+0.70E +H
0.3990
1.072
0.9923
- 0.3990
1.498
-5.257
c
+D+0.70E +H
1.498
0.6713
5.257
-1.638
- 0.6713
0.0
a
+D+0.750L+0.750S+0.5250E +H
4.152
-1.015
0.0
-4.013
1.015
-7.950
b
+D+0.750L+0.750S+0.5250E +H
1.220
4.013
7.950
-1.220
4.332
- 11.148
c
+D+0.750L+0.750S+0.5250E +H
4.332
1.424
11.148
-4.472
-1.424
0.0
a
+1.20D+0.50Lr +1.60L +1.60H
7.80
-2.218
0.0
-7.660
2.218
- 17.363
b
+1.20D+0.50Lr +1.60L +1.60H
2.218
7.660
17.363
-2.218
7.660
- 17.363
c
+1.20D+0.50Lr +1.60L +1.60H
7.660
2.218
17.363
-7.80
-2.218
0.0
a
+1.20D+0.50L+0.20S +E
3.260
- 0.6251
0.0
-3.120
0.6251
-4.894
b
+1.20D+0.50L+0.20S +E
1.014
3.120
4.894
-1.014
3.730
- 10.986
c
+1.20D+0.50L+0.20S +E
3.730
1.403
10.986
-3.869
-1.403
0.0
a
+0.90D +E +1.60H
1.012
0.02398
0.0
- 0.8729
- 0.02398
0.1878
b
+0.90D+E +1.60H
0.3650
0.8729
- 0.1878
-0.3650
1.482
-5.904
c
+0.90D +E +1.60H
1.482
0.7540
5.904
-1 822
-n 7San
n n
Maximum Member Forces
Only Load Combinations giving maximum values are listed
Member Label
Axial
Distance from "I" Joint
Moment
Distance from "I" Joint
Shear
Distance from "I" Joint
A
B
C
7.80k 0.0 ft
1.200+0. 50L r+ 1.6 0L+ 1.60H
2.218k 0.0 ft
7.200+0. 50Lr+ 1.60L+ 1.60H
7.80k 0.6525 ft
1.20D +0.50Lr+ 1.60L+ 1.60H
17.363 k -ft 0.6525 ft
1.20D +0.50Lr+ 1.60L+ 1.60H
- 23.272 k -ft 0.8503 ft
1.20D +0.50Lr+ 1.60L+ 1.60H
17.363 k -ft 0.0 ft
1.20D +0.50Lr+ 1.60L+ 1.60H
-2.218 k
0.0 ft
D+O.50Lr+ 1.60L+ 1.60H
7.660 k 0.0 ft
0+0. 50Lr+ 1.60L+ 1.60H
2.218 k 0.0 ft
'0+0 .50Lr+ 1.60L+ 1.60H
Steel Stress Checks...
Member
Label
Section
Label
Material
Governing
Load Combination
Max. Axial + Bending Stress Ratios
Stress Ratio Status Location (ft)
Using 13th Edition AISC Code
Max. Shear Stress Ratios
Stress Ratio Status Location (ft)
A
B
C
Column
Beam
Column
Steel 1 +1.20D+0.50Lr +1.60L +1.60 0.705
Steel +1.20D+0.50Lr +1.60L +1.60 0.612
Steel I +1.20D+0.50Lr +1.60L +1.60 0.705
PASS
PASS
PASS
7.83
10.20
0.00
0.054
0.136
0.054
PASS
PASS
PASS
0.00
0.00
0.00
POE Engineering, Inc.
1314 8th St NE #201
Auburn WA 98002
253 - 833 -4052
Title Block" selection.
Title Block Line 6
Frame Analysis
Title :
Dsgnr:
Project Desc.:
Project Notes :
UMW
Description :
Job #
Printed: 16 SEP 2010. 2:11PM
C.1Documents and SettiingslAlan\My DocumentslENERCALC Data Fibs110 -039 ec6
ENERCALC, 1983.2010 Ver 6151 N.29204
•
GoW .b S wAdke K xxFxanu wzweri ri n: C« « ._ _.
End Frame
D(1.61
2
.85
B /Siam
A/Cciumn
C /Column
3
389)
Joints...
Joint
Label
Joint Coordinates
X ft
X Restraint
Y Restraint
Z Restraint
1
2
3
4
0.0
0.0
10.0
10.0
0.0
7.830
7.830
0.0
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Joint
Temp
degF
0
0
0
0
Members...
Member
Label
Property Label
Endpoint Joints
I Joint J Joint
Member
Length
ft
I End Releases
X Y Z
J End Releases
X Y Z
A
B
C
Column
Beam
Column
1 2
2 3
3 4
7.830
10.000
7.830
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Free
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Fixed
Free
Materials...
Member
Label
Youngs
ksi
Density
kcf
Thermal
in/degr
Yield
ksi
Default
Steel
1.00
29,000.00
0.000
0.490
0.000000
0.000650
1.00
46.00
Section Sections...
Prop Label
Group Tag
Material
Area Depth
Width
Ixx
Default
HSS6X6X1 /4
HSS8X6X1 /4
Group
Column
Beam
Default
Steel
Steel
1.0 inA2
5.240 inA2
6.170 inA2
0.0 in
6.0 in
8.0 in
0.0 in
6.0 in
6.0 in
1.0 inA4
28.60 inA4
56.60 in ^4
lyy
1.0 inA4
28.60 inA4
36.40 inA4
POE Engineering, Inc.
1314 8th St NE #201
Auburn WA 98002
253 - 833 -4052
Title Block" selection.
Title Block Line 6
Title :
Dsgnr:
Project Desc.:
Project Notes :
2 -D Frame Analysis
Description :
Job #
Printed: 16 SEP 2010. 2:11 PM
File, C \Documents and SettingskAlen\My Documents\ENERCALC Data Filesl10 -039 ec6
3��;,�fg� ENERCALC, INC. 1983.2010, -Ver. 6151, N.29204
• End Frame
(ay
Joint Loads....
Joint Label
Load
Direction
Load Magnitude
Dead Roof Live Live Snow Seismic Wind Earth
2
2
3
3
Global X
Global Y
Global X
Global Y
1.080
1.080
3.850
3.850
0.3890
0.3890
k
k
k
k
Member Distributed Loads....
Joint Label
Member
Label
$
Load
Direction
Global Y
Load Extents
Start
End ft
0 0 Start Map
Dead
O 0360
Roof Live
Load Magnitude
Live Snow
9150
Seismic
Wind
Earth
1,14
10.01 End Map :
0.0360
k/ft
Load Combinations...
Load Combination
Description
+D +L +H
+D+0.70E +H
+D+0.7 50 L+0.750 S+0.5250 E +H
+1.20D +1.60L+0.505 +1.60H
+1.200+0.50L+0.20S +E
+0.90D +E +1.60H
Group
Multiplier
1.0
1.0
1.0
1.0
1.0
1.0
Gravity Load Factor
X Y
-1.0
-1.0
-1.0
-1.0
-1.0
-1.0
Load Combination Factors
Dead Roof Live Live Snow Seismic Wind Earth
1.0
1.0
1.0
1.20
1.20
0.90
1.0
0.750
1.60
0.50
0.750
0.50
0.20
0.70
0.5250
1.0
1
Joint Displacements & Reactions for Load Combination :
Joint Label
LoadCombination
Joint Displacements
X Y
in in
Z
Radians
X
k
Joint Reactions
Y
k
Z
k -ft
1
+D +L +H
.0000
.0000
0.0
0.1083
6.105
0.0
2
+D+L +H
.0000360
- 0.003731
- 0.000385
0.0
0.0
0.0
3
+D +L +H
- .0000360
- 0.003731
0.000385
0.0
0.0
0.0
4
+D+L +H
.0000
.0000
0.0
- 0.1083
6.105
0.0
1
+D+0.70E +H
.0000
.0000
0.0
- 0.2425
1.078
0.0
2
+D+0.70E +H
0.1205
- 0.000623
- 0.000422
0.0
0.0
0.0
3
+D+0.70E +H
0.1205
- 0.001151
- 0.000210
0.0
0.0
0.0
4
+D+0.70E +H
.0000
.0000
0.0
- 0.3021
1.931
0.0
1
+D+0.750L+0.7505+0.5250E +H
.0000
.0000
0.0
- 0.1155
4.635
0.0
2
+D+0.750L+0.750S+0.5250E +H
0.09039
- 0.002823
- 0.000552
0.0
0.0
0.0
3
+D+0.750L+0.750S+0.5250E +H
0.09033
- 0.003218
.0000780
0.0
0.0
0.0
4
+D+0.750L+0.750S+0.5250E +H
.0000
.0000
0.0
- 0.2929
5.274
0.0
1
+1.20D +1.60L+0.505 +1.60H
.0000
.0000
0.0
0.1592
9.117
0.0
2
+1.20D +1.60L+0.505 +1.60H
.0000530
- 0.005594
- 0.000565
0.0
0.0
0.0
3
+1.20D +1.60L+0.505 +1.60H
- .0000530
- 0.005594
0.000565
0.0
0.0
0.0
4
+1.20D +1.60L+0.50S +1.60H
.0000
.0000
0.0
- 0.1592
9.117
0.0
1
+1.20D+0.50L+0.20S +E
.0000
.0000
0.0
- 0.3162
3.447
0.0
2
+1.20D+0.50L+0.20S +E
0.1721
- 0.002088
- 0.000710
0.0
0.0
0.0
3
+1.20D+0.50L+0.20S +E
0.1721
- 0.002842
- 0.000193
0.0
0.0
0.0
4
+1.20D+0.50L+0.20S +E
.0000
.0000
0.0
- 0.4618
4.666
0.0
1
+0.90D +E +1.60H
.0000
.0000
0.0
- 0.3611
0.7694
0.0
2
+0.90D +E +1.60H
0.1721
- 0.000433
- 0.000551
0.0
0.0
0.0
3
4
+0.90D +E +1.60H
+0.90D +E +1.60H
0.1721
.0000
- 0.001186
.0000
- 0.000352
0.0
0.0
-0 di RQ
0.0
1 ORR
0.0
n n
•
Member End Forces for Load Combination :
Member
Label
Load Combination
a
b
c
a
b
+D +L +H
+D +L +H
+D +L +H
+D+0.70E +H
+D+0.70E +H
Joint " I " End Forces
Axial Shear Moment
k k k -ft
6.105 - 0.1083 0.0
0.1083 1.035 0.8480
5.965 0.1083 0.8480
1.078 0.2425 0.0
0.02982 - 0.1414 -1.899
Joint " J " End Forces
Axial Shear
k k
-5.965
-0.1083
-6.105
- 0.9386
- 0.02982
0.1083
1.035
- 0.1083
- 0.2425
0.7114
Moment
k -ft
- 0.8480
- 0.8480
0.0
1.899
-2.366
POE Engineering, Inc.
1314 8th St NE #201
Auburn WA 98002
253 - 833 -4052
Title Block" selection.
Title Block Line 6
Title :
Dsgnr:
Project Desc.:
Project Notes :
2 -D Frame Analysis
Description :
End Frame
Job #
Printed: 16 SEP 2010, 2:11PM
Fib: C:1Documents and Sett ngs.AlanlMy Documents\ENERCALC Data Files110 -039 ec6
ENERCALC, INC. 1983.2010, Ver. 6151, N.29204
Member End Forces for Load Combination :
Member
Label
Section
Label
Material
Governing
Load Combination
Member
Label
Load Combination
Joint " I " End Forces
Axial Shear
k k
Moment
k4t
Joint " J " End Forces
Axial Shear
k k
•
Moment
k -ft
c
+D+0.70E +H
1.791
0.3021
2.366
-1.931
- 0.3021
0.0
a
+D+0.750L+0.7505+0.5250E +H
4.635
0.1155
0.0
-4.495
- 0.1155
0.9047
b
+D+0.750L+0.7505+0.5250E +H
0.08868
0.5277
- 0.9047
- 0.08868
1.167
-2.293
c
+D+0.750L+0.7505+0.5250E +H
5.135
0.2929
2.293
-5.274
- 0.2929
0.0
a
+1.20D +1.60L+0.50S +1.60H
9.117
- 0.1592
0.0
-8.977
0.1592
-1.246
b
+1.20D +1.60L+0.50S +1.60H
0.1592
1.521
1.246
- 0.1592
1.521
-1.246
c
+1.20D +1.60L+0.50S +1.60H
8.977
0.1592
1.246
-9.117
-0.1592
0.0
a
+1.20D+0.50L+0.20S +E
3.447
0.3162
0.0
-3.308
- 0.3162
2.476
b
+1.20D+0.50L+0.20S +E
0.07283
0.08680
-2.476
- 0.07283
1.305
-3.616
c
+1.20D+0.50L+0.20S +E
4.526
0.4618
3.616
-4.666
- 0.4618
0.0
a
+0.90D+E +1.60H
0.7694
0.3611
0.0
- 0.6298
- 0.3611
2.827
b
+0.90D +E +1.60H
0.02794
- 0.3422
-2.827
- 0.02794
0.8762
-3.265
r.
+0.90D +E +1.60H
1.848
0.4169
3.265
-1.988
- 0.4169
0.0
Maximum Member Forces
Member Label
Axial
Only Load Combinations giv ng maximum values are listed
Distance from "I" Joint
Moment
Distance from "I" Joint
Shear
Distance from "I" Joint
A
B
C
9.117k 0.0 ft
1.200+1. 60L +0.50S+ 1.60H
0.1592k 0.0 ft
1.200 +1.60L +0.50S +160H
9.117k 0.6525 ft
1.20D+ 1.60E +0.50S+ 1.60H
-2.827 k -ft
3.616 k -ft
3.616 k -ft
0.6525 ft
+0.900 +E +1.60H
0.8333 ft
+1200 +0 50L +0.20S +E
0.0 ft
+ 1.200 +0.50L +0.20S +E
0.3611 k 0.0 ft
+0.900 +E +1.60H
1.521 k 0.0 ft
)0+1 60L+0 50S +1.60H
0.4618 k 0.0 ft
i.1.20D +0.50L +0.20S +E
Steel Stress Checks... Using 13th Edition AISC Code
Member
Label
Section
Label
Material
Governing
Load Combination
Max. Axial + Bending Stress Ratios
Stress Ratio Status Location (ft)
Max. Shear Stress Ratios
Stress Ratio Status Location (ft)
A
B
C
Column
Beam
Column
Steel +0.90D +E +1.60H
Steel +1.20D+0.50L+0.20S +E
Steel +1.20D+0.50L+0.20S +E
0.112
0.093
0.158
PASS
PASS
PASS
7.83
10.00
0.00
0.009
0.027
0.011
PASS
PASS
PASS
0.00
0.00
0.00
POE Engineering, Inc.
Civil & Structural Engineering/Consulting
1314 8th Street NE, Suite 201
Auburn, WA 98002
(253) 833 -4052 FAX (253) 833 -4053
z 3 ■
JOB t ° 40e 41?
SHEET NO t'Ck". OF /
CALCULATED BY A5ee DATE (� / 2 / ( O
CHECKED BY DATE
SCALE
4"
"
1.-4164**
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kict
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c
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/ v \
7.
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c, f, '-Y , t 'ice /( 4) $ et-•6, S' po"
3
POE Engineering, Inc.
Civil & Structural Engineering/Consulting
1314 8th Street NE, Suite 201
Auburn, WA 98002
(253) 833 -4052 FAX (253) 833 -4053
JOB
SHEET NO. 1
OF
CALCULATED BY r. F-74* DATE frl ILO
CHECKED BY DATE
SCALE
4 - 4er%
t
k`' c e
Got.
v
4.
c• -d( 3(.41/4:1-49x*
suf.atrar
C....6tsi glo 610 Y4,)
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ctSS 6 43.50 4
POE Engineering, Inc.
Civil & Structural Engineering/Consulting
1314 8th Street NE, Suite 201
Auburn, WA 98002
(253) 833 -4052 FAX (253) 833 -4053
JOB
SHEET NO
CALCULATED BY
CHECKED BY DATE
SCALE
OF
DATE
,_4,/t)C,
STRUCTURAL NOTES:
DESIGN LOADS / CODES
Building Code 2009 IBC
Deck Live Load 75 PSF
Scale Load 1,100# + 400# product
Seismic Site Class D, Use Group 1
Sds = 0.937
Required Soil Bearing Capacity (DL +LL) 1,750 PSF
Required Slab 5" minimum thickness of 3ksi Concrete
GENERAL NOTES
All materials and workmanship shall conform to the drawings and the specifications (if any). During the
construction period the contractor shall be responsible for the safety of the building /scale deck. The
contractor shall provide adequate shoring, bracing, and guys in accordance with all national, state, and
local safety ordinances. Any deviation must be approved prior to erection. All erection procedures shall
conform to OSHA standards. Any deviations must be approved by OSHA prior to erection.
Drawings indicate general and typical details of construction. Where conditions are not specifically
indicated but are of similar character to details shown, similar details of construction shall be used
subject to review by the Engineer.
FOUNDATIONS
The scale deck column base plates are designed to be supported on a minimum of a 5" thick 3ksi
concrete slab bearing on compacted soils with an allowable soils bearing pressure of 1,750psf minimum.
The slab may need to be cored and underlying soils certified by a soils engineer or test laboratory prior
to the placement of the scale deck.
NON- SHRINK GROUT
Non - shrink grout shall have a minimum compressive strength of 4,500 PSI. Use non - metallic, non - shrink
grout in exposed conditions.
EXPANSION ANCHORS
Expansion anchors shall be Simpson Strong -Bolt or equivalent approved by the Engineer (accompanied
by current ICC /ICBO Report - 2009 IBC compliant). Install anchors per ICC /ICBO Report number ESR-
1771. Special inspection is required during installation. Do not cut or damage existing reinforcing to
install anchors.
ADHESIVE ANCHORS
Adhesive anchors shall be Simpson SET -XP (ICC /ICBO ER -2508) with A307 threaded rod, or an
equivalent system (accompanied by a current ICC /ICBO Report - 2009 IBC compliant for seismic
loading) approved by the Engineer. Install anchors per ICC /ICBO Report number ER -2508. Special
inspection is required during installation. Do not cut or damage existing reinforcing to install anchors.
STRUCTURAL STEEL
All methods and materials shall conform to IBC Chapter 22 and the AISC Specification, latest edition, for
the Design, Fabrication and Erection of Structural Steel for Buildings. Material for structural shapes shall
be ASTM A572 grade 50 (Fy= 50ksi). Material for bars and misc. steel shall be ASTM A -36 or ASTM
A572. Bolts per ASTM A -307, unless noted otherwise. High Strength bolts per ASTM A -325, were
noted. Nuts per ASTM A -563. Pipe per ASTM A -53, Grade B. Tubes per ASTM A -500, Grade B.
Welding shall only be done by a certified welder and shall be in accordance with AWS and AISC
specifications; Electrodes per AWS (E70)0( min.). Field welds shall have special inspection per IBC
Section 1704.3, unless noted otherwise. Minimum weld size 3/16" fillet, unless noted otherwise.
t
2006 Washington State Nonresidential Energy Code Compliance Form
Envelope Summary
Climate Zone 1
ENV -SUM
2006 Washington State Nonresidential Energy Code Compliance Forms
Revised July 2007
Project Info
Project Address
Sahale Snacks
Date 9/7/2010
Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1.
(rough opening) Gross Exterior
(vertical & overhd) divided by Wall Area times 100 equals % Glazing
3411 loth 120th Place
For Building Department Use
FL F, " r' T'
� • t No.
•
- X 1 00 =
Tukwila, Washignton 98168
Applicant Name:
Katie willia
Applicant Address:
2505 Third Avenue Suite 324, Seattle, WA 981 er
Applicant Phone:
206 - 720 -7001
, ifI n A
Project Description
❑ New Building ❑ Addition
❑ Alteration ❑ Change of Use
Compliance Option
Prescriptive
_] Component Performance
(See Decision Flowchart (over) for qualifications)
Seattle EnvStd
Systems Analysis
Space Heat Type
O Electric resistance ® All other (see over for definitions)
Minimum Insulation R- values
Glazing Area Calculation
Note: Below grade walls may be included in the
Gross Exterior Wall Area if they are insulated to
the level required for opaque walls.
Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1.
(rough opening) Gross Exterior
(vertical & overhd) divided by Wall Area times 100 equals % Glazing
All Other Roofs
•
- X 1 00 =
Concrete/Masonry Option
0 yes
❑ no
Check here if using this option and if project meets all requirements for the Concrete /Masonry
Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying
assembly below.
32.0
0
Semi - Heated Path yes
O no
Check here if using semi- heated path and if project meets all requirements for semi - heated spaces
as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall
insulation requirement is reduced (2006 change). Only available in prescriptive path.
Envelope Requirements (enter values as applicable)
Wall Maximum U- factor is 0.15 (R5.7 continuous ins)
CMU block walls with insulated cores comply
Minimum Insulation R- values
Roofs Over Attic
U- factor
All Other Roofs
32.0
Opaque Walls'
32.0
Below Grade Walls
Floors Over Unconditioned Space
Slabs -on -Grade
Radiant Floors
RE
Elu
Maximum U- factors
Opaque Doors
rrn
n Q min
Vertical Glazing
Overhead Glazing
Maximum SHGC (or SC)
Vertical /Overhead Glazing
I
REVIEWED FOR r
1. Assembl it Eta fr f s�A with overall U- factors
go amp
OCT 0 -J
'L t.
Notes:
City of Tukwila
BUILDING nlincinm
Opaque Concrete /Masonry Wall Requirements
Wall Maximum U- factor is 0.15 (R5.7 continuous ins)
CMU block walls with insulated cores comply
If project qualifies for Concrete /Masonry Option, list walls
with HC >_ 9.0 Btu /ft'-°F below (other walls must meet
Opaque Wall requirements). Use descriptions and values
from Table 10 -9 in the Code.
Wall Description
(including insulation R -value & position)
U- factor
RE
Elu
Cfl
0 lA
rrn
n Q min
JLV v..
PERMIT CENTER
t
2006 Washington State Nonresidential Energy Code Compliance Form
Envelope Summary (back)
Climate Zone 1
ENV -SUM
2006 Washington State Nonresidential Energy Code Compliance Forms
Revised July 2007
Decision Flowchart
for Prescriptive Option
Use this flowchart to determine if project qualifies for the optional Prescriptive Option.
If not, either the Component Performance or Systems Analysis Options must be used.
1302 Space Heat Type: For the purpose of determining building envelope
requirements, the following two categories comprise all space heating types:
Other: All other space heating systems including gas, solid fuel, oil, and
propane space heating systems and those systems listed in the exception to
electric resistance. (continued at right)
All Insulation Installed?
Below Grd Wall (ext)
Below Grd Wall (oth)
Roof Over Attic
All Other Roof
Raised Floor
Slab -On -Grade
Radiant Floor
Opaque Door
R -10
R -19
R -30
R -21
R -19
R -10
R -10
U -0.60
—NoJ
"Mass Wall'
4—No{ Criteria OK? >• N
(below)
Yes
AG Mass Wall Insu�Req.
Mass Wall U0.15/R5.7ci
CMU Block Ins. Cores
Wood Frame R19
Metal Framed R19
(--
No
LYes
No
Above Grade
Wall R19
CSTART
Yes
Electric
Resistance
Heat?
-,/
Glazing Criteria Met?
Glazing Vert OH
Area % UVaI UVaI SHGC
0 -30% 0.55 0.70 0.45
30-45% 0.45 0.60 0.40
>45% Not Allowed
Yes
L9.
Electric Resistance: Space heating systems which use electric resistance
elements as the primary heating system including baseboard, radiant, and
forced air units where the total electric resistance heat capacity exceeds 1.0
W /ft2 of the gross conditioned floor area. Exception: Heat pumps and
terminal electric resistance heating in variable air volume distribution systems.
Yes
All Insulation Installed?
Below Grd Wall (ext)
Below Grd Wall (oth)
Roof Over Attic
All Other Roof
Raised Floor
Slab -On -Grade
Radiant Floor
0 u Door
£Yes
AG Wall R1
wood, or
0.062 met
Yes
Wood Metal
R -10 R -10
R -19 U -0.062
R -38 U -0.031
R -30 U -0.034
R -30 U -0.029
R -10 R -10
R -10 R -10
U -0.60 U -0 60
No—
Mass Wall
Criteria OK? N
(below)
Yes
T
T
AG Mass Wall Insulation Req.
Mass Wall U0.15/R5.7ci
Yes— — CMU Block Ins. Cores
Wood Frame R19
Metal Framed U0.062
No
Glazing Criteria Met?
Glazing Vert OH
Area % UVaI UVaI SHGC
0 -30% 0.40 0.60 0.40
>30 Not Allowed
Prescriptive
Path Allowed
1 Yes
Component Performance,
Systems Analysis, or
EnvStd Required
No
Concrete/Masonry Option*
Wall Heat Capacity (HC)
Assembly Description
Assy.Tag
HC **
Area (sf)
HC x Area
Totals
Area weighted HC: divide total of (HC x area) by Total Area
*If the area
weighted heat
capacity (HC) of
the total above
grade wall is a
minimum of 9.0,
the Concrete
Masonry Option
may be used.
**For framed
walls, assume
HC =1.0 unless
calculations are
provided; for all
other walls, use
Section 1009.
2006 Washington State Nonresidential Energy Code Compliance Form
interior Lighting Summary
LTG -INT
2006 Washington State Nonresidential Energy Code Compliance Forms
Revised July 2007
Project Info
Project Address Sahale Snacks
Date 9/7/2010
3411 South 120th Place
For Building
FI
Department Use
f, t WV
k..
Tukwila, WA, 98168
Applicant Name: Katie Willis
jA.
.i
Applicant Address: 2505 Third Avenue, Suite 324, Seattle, WA 98121
Applicant Phone: 206 - 720 -7001
Project Description
pi New Building [1 Addition Alteration Plans Included
Refer to WSEC Section 1513 for controls and commissioning requirements.
Compliance Option
0 Prescriptive O Lighting Power Allowance 0 Systems Analysis
(See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.)
Alteration Exceptions
(check appropriate box sec. 1132.3)
❑ No changes are being made to the lighting
] Less than 60% of the fixtures new, installed wattage not increased, & space use not changed.
Maximum Allowed Lighting Wattage
Location
(floor /room no.)
Occupancy Description
Allowed
Watts per ft2 **
Area in ft2
Allowed x Area
** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts
Proposed Lighting Wattage
Location
(floor /room no.)
Fixture Description
Number of
Fixtures
Watts/
Fixture
Watts
Proposed
Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts
Notes:
1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if
included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information.
2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and
other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual
may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable,
RE t e" ° �Irmiting devices or of the transformer.
I fiixt r o empt lighting, note section and exception number, and leave Watts /Fixture blank.
CODE COMPLIANCE
CCT 0 P 2010
City of Tukwila
BUILDING nIVIsInN
CITY o�TU�`
SFP 0 8 2010
PERMIT CEDER
1? 2-141
t
•
2006 Washington State Nonresidential Energy Code Compliance Form
Interior Lighting Summary (back)
LTG -INT
2006 Washington State Nonresidential Energy Code Compliance Forms
Revised July 2007
Prescriptive Spaces
Occupancy:
0 Warehouses, storage areas or aircraft storage hangers f Other
Q ualification Checklist
Note: If occupancy type is "Other" and fixture
answer is checked, the number of fixtures in
the space is not limited by Code. Clearly
indicate these spaces on plans. If not
qualified, do LPA Calculations.
Lighting
Fixtures:
(Section
1521)
❑ Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted.
1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector
or louvers, c) 5 -60 watt T -1, T -2, T -4, T -5, T -8 lamps, and d) hard -wired elec-
tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify.
2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts
3. LED lights.
TABLE 15 -1 Unit Liahtina Power Allowance (LPA
Use'
LPA` (W /sf)
Use'
LPA` (W /sf)
Automotive facility
0.9
Office buildings, office /administrative areas in
facilities of other use types (including but not limited
to schools, hospitals, institutions, museums, banks,
churches)57:"
1.0
Convention center
1.2
Penitentiary and other Group 1 -3 Occupancies
1.0
Courthouse
1.2
Police and fire stations°
1.0
Cafeterias, fast food establishments',
restaurants /bars5
1.3
Post office
1.1
Dormitory
1.0
RetaiIt0, retail banking, mall concourses, wholesale
stores (pallet rack shelving)
1.5
Exercise center
1.0
School buildings (Group E Occupancy only), school
classrooms, day care centers
1.2
Gymnasia°, assembly spaces°
1.0
Theater, motion picture
1.2
Health care clinic
1.0
Theater, performing arts
1.6
Hospital, nursing homes, and other Group 1 -1 and
1 -2 Occupancies
1.2
Transportation
1.0
Hotel /motel
1.0
Warehouses ', storage areas
0.5
Hotel banquet/conference /exhibition ha113.4
2.0
Workshops
1.4
Laboratory spaces (all spaces not classified
"laboratory" shall meet office and other appropriate
categories)
1.8
Parking garages
0.2
Laundries
1.2
Libraries'
1.3
Plans Submitted for Common Areas Only'
Manufacturing facility
1.3
Main floor building lobbies3 (except mall concourses)
1.2
Museum
1.1
Common areas, corridors, toilet facilities and
washrooms, elevator lobbies
0.8
Footnotes for Table 15 -1
1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned
specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most
comparable use specified in the table. See Section 1512 for exempt areas.
2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed
otherwise by subsequent footnotes.
3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet.
4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly.
5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet.
6) Reserved.
7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft2 may be used.
8) Reserved.
9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is
2.60 W /ft2.
10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by
walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves
with the display are exempt.
An additional 1.5 w /ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following:
a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall).
b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points
of track attachment).
c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps.
This additional lighting power is allowed only if the lighting is actually installed.
11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for
computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only)
of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks.
41
1 Jim Haggerton, Mayor
epartment of Community Development Jack Pace, Director
November 10, 2010
Katie Willis
Craft Architects
2505 Third Av — Suite 324
Seattle, WA 98121
RE: Incomplete Letter #1 to Revision #1
Development Permit Application D10 -248
Sahale Snacks — 3411 S 120 PI
Dear Ms. Willis,
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on
November 8, 2010 is determined to be incomplete. Before your application can continue the plan review
process the attached /following items from the following department(s) need(s) to be addressed:
Fire Department: Al Metzler at 206 575 -4404 if you have any questions concerning the
following comment.
1. Provide elevation detail of the platform and decking details.
Please address the attached comment in an itemized format with applicable revised plans,
specifications, and /or other documentation. The City requires that four (4) sets of revised plans,
specifications and /or other documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will
not be accepted through the mail or by a messenger service.
If you have any questions, please contact me at the Permit Center at (206) 431 -3670.
Sincerely,
Bill Rambo
Permit Technician
Enclosures
File: D10 -147
W:\Permit Center \Incomplete Letters\2010\D 10 -248 Inc Ltr #1 To Rev # 1.DOC
6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665
September 23, 2010
Ms. Jennifer Marshall
Permit Technician
City of Tukwila
6300 Southcenter Blvd
Suite 100
Tukwila, WA, 98188
RE: Correction Letter #1
Development Permit Application Number D10 -248
Sahale Snacks — 3411 S 120 PI
Dear Ms. Marshall:
This letter is in response to the comments received from your office in a letter dated September
17, 2010, regarding Sahale Snacks Building Permit Submittal.
BUILDING DEPARTMENT
1. Please see the attached sheets A2.1 and A5.1 identifying an additional side - hinged
swinging type door (Door 102B) which complies with IBC 1008.1.2 #1.
2. Please see the attached sheet T1.1 and A2.1 which indicates a demarcated, minimum 44-
inch -wide aisle to be painted on the floor to lead directly from processing rooms to the exit
without obstructions. This is in accordance with IBC Section 1014.2. Full- or partial height
fixed walls are not required for F -1 and S -2 occupancy and are only required for Group M
occupancies (IBC Section 1014 Exception 2).
If you require any further clarification or have any questions, please don't hesitate to contact me
at 206.720.7001 or katie(a�craftarchitects.com
Sincerely,
Katie Willis
Designer, LEED AP
CORRECTION
Duo -1y8
RECEIVED
SEP 23 2010
PERMIT CENTER
2505 Third Avenue, Suite 324, Seattle, Washington 98121 Phone 206.720.7001 Fax 206.720.2949
v
Jim Haggerton, Mayor
epartment of Community :' evelopment Jack Pace, Director
September 17, 2010
Katie Willis
2505 Third Ave, Ste 324
Seattle, WA 98121
RE: Correction Letter #1
Development Permit Application Number D10 -248
Sahale Snacks — 3411 S 120 P1
Dear Ms. Willis,
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 Building Department. At this time the
Fire, Planning, and Public Works Departments have no comments.
Building Department: Allen Johannessen at 206 433 -7163 if you have questions
regarding the attached comments.
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and /or other documentation. The City requires that four (4) sets of revised plans,
specifications and /or other documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. 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, please contact me at (206) 431 -3670.
Sincerely,
nni er
hall
P�xmit Tec nician
encl
File No. D10 -248
AJ
W:\Pcnnit Ccntcr \Correction Letters\2010\D10 -248 Correction Letter 41.DOC
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
Tukwila Building Division
Alien Johannessen, Plan Examiner
Building Division Review Memo
Date: September 14, 2010
Project Name: Sahale Snacks
Permit #: D10 -248
Plan Review: Allen Johannessen, Plans Examiner
The Building Division conducted a plan review on the subject permit application. Please address the
following comments in an itemized format with revised plans, specifications and /or other applicable
documentation.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet
stamped, not copied.)
1. Door 101A is shown as a sliding door, also indicated in the door schedule. This is part of the egress
system from that space. Egress doors shall be pivoted or side - hinged swinging type, specifically for
occupants of 10 or more. Provide a swinging egress door in place of or in addition to the sliding door.
(IBC 1008.1.2 #1)
2. The code allows egress through the open warehouse of factory areas, however the code requires a
demarked minimum 44- inch -wide aisle defined by full or partial height fixed walls or similar
construction that will maintain the required width and lead to the exit with out obstructions. In the
code commentary it is not acceptable to just mark the path on the floor. Whatever defines the rout
must permanently establish the egress path in a manner to maintain the minim required unobstructed
path. Show provisions for a demarked egress path leading to the emergency egress exits. (IBC
1014.2)
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
• •
PEW COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D10 -248 DATE: 11 -19 -10
PROJECT NAME: SAHALE SNACKS
SITE ADDRESS: 3411 S 120 PL
Original Plan Submittal X Response to Incomplete Letter # 1
Response to Correction Letter # X Revision # 1 After Permit Issued
DEPARTMENTS:
1 `
ing • [vision
Fire' Prev en ion
Public Works n Structural
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
DUE DATE: 11-23-10
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route
Structural Review Required
No further Review Required ►�(
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 12 -21 -10
Not Approved (attach comments)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
• •
;ICOR'
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D10 -248 DATE: 11 -08 -10
PROJECT NAME: SAHALE SNACKS
SITE ADDRESS: 3411 S 120 PL
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 After Permit Issued
DEPARTMENTS:
Building bf Di ision 11
uic W/vrks 4")
Awe 4 0 , 1 e c. 11 -",o N / A } 1 t. q ( 0
Fire Prevention 1111 Planning Division 11
Structural ❑ Permit Coordinator IN
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
DUE DATE: 11-09-10
Not Applicable ❑
Permit Center Use Only r,
INCOMPLETE LETTER MAILED: 11 --10—t D LETTER OF COMPLETENESS MAIL D:
Departments determined incomplete: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route ❑ Structural Review Required No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 12 -07 -10
Not Approved (attach comments) n
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
•
PLA142'V
1
t3JTING SLIP
ACTIVITY NUMBER: D10 -248 DATE: 09 -23 -10
PROJECT NAME: SAHALE SNACKS
SITE ADDRESS: 3411 S 120 PL
Original Plan Submittal Response to Incomplete Letter #
X Response to Correction Letter # 1 Revision # After Permit Issued
DEPARTMENTS:
uilding Division
Public Works ❑
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete
DUE DATE: 09-28-10
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route ql' Structural Review Required
REVIEWER'S INITIALS:
❑ No further Review Required
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 10- 26-10
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
411° PERMIrccDCoMMM
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D10 -248 DATE: 09/08/10
PROJECT NAME: SAHALE SNACKS
SITE ADDRESS: 3411 S 120 PL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # after Permit Issued
EPART ENT
Building ivision
Public Works
Sly 604, - to AA/
Fire Prevention
Structural
S'1 OA- R— ro
Planning Division U
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete st;g14
Comments:
Incomplete U
DUE DATE: 09/09/10
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Building
Please Route Structural Review Required n No further Review Required ❑
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 10/07/10
Approved ❑ Approved with Conditions Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg li Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
•
PROJECT NAME: Ljt S VW%(A4 S
SITE ADDRESS: "Y-t k S (}-0
414
PERMIT NO: 1 l0--,2-1{ 8
ORIGINAL ISSUE DATE: -7- l 0
REVISION LOG
REVISION
NO.
DATE' RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
STAFF
INITIALS
1
11-
0-1.p.
Summary of Revision:
Received by:
Summary of Revision:
4
acx Ii. d 'Qck ► m Oa-4 te ir.
wy►kt) 4c,4_,x
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
.INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
•
•
City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Steve Lancaster, Director
• ., • REVISION SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: I I /I J/ lO Plan Check/Permit Number: D 10-248
• Response to Incomplete Letter # 1
❑ Response to Correction Letter #
• Revision # 1 after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Sahale Snacks
Project Address: 3411 S 120 P1
Contact Person: ic"-ire
Phone Number: 06 .) 7Zo-7RO 1
RECEIVED
COY OF TUKWI(dq
NOV 19 2010
PERMIT CetalW
Summary of Revision:
�I Pte. err S-ez cl ce vi s,e.- 42.1 pimp; 4;r, ok
4 ►-, al e v#t % on .r. SIG? i �� ► ►� .� than �. + t �— n i ✓k vt -1—
ovk
Sheet Number(s): 4 Z • 1
"Cloud" or highlight all areas of revision including date of revision
/
Received at the City of Tukwila Permit Center by: / .
Entered in Permits Plus on 1/ 7/9/!)
\applications \forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Web site: http: / /www.ci.tukwila.wa.us
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 11/08/2010 Plan Check/Permit Number: D10 -248
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
N— Revision # I after Permit is Issued
Revision requested by a City Building Inspector or Plans Examiner
Project Name: Sahale Snacks
Project Address: 3411 South 120th Place, Suite 100
Contact Person: Katie Willis
Phone Number: (206) 720 -7001
Summary of Revision: The addition of a Scale Deck Equipment Platform to be located within the existing
Sahale Snacks manufacturing area-
NOV 0 8 NM
P CRM1T CENTER
Sheet Number(s): A2.1 and Structural Calculations and Details
"Cloud" or highlight all areas of revision including date o revision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on
s 0
HA Applications On Line 2010 Applications \7.2010 - Revision Sulaninal.doc
Created: 8 -13 -2004
Revised: 7 -2010
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
REVI-SION SUBMITTAL
•.;,
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: q /Z3 /io
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
❑ Revision # after Permit is issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Plan Check/Permit Number: D10-248
Project Name: Whale Snacks
RE.CEIVED
SAP, 23 2010
PERMIT CENTER
Project Address: 3411 S 120 P1
Contact Person: K•fit_ W i II. 5 Phone Number: (Zo (;) 7 ZO —7001
Summary of Revision: I. PIZA'SQ.• - -i't's- ti--1-Ac ad S l2a_Lts AZ•I "d 4S. I
I d Zh hcy i n cvn acid i 4icry 1 .s 1 62_- 1n i ✓LhA, d 6 t„); no l / < -lyp.e. a �X• Ct 0-0 ,-- (o2 €,
W4vic� C_byvtphes Wi-i� IUC.. 40pg. I.O24. I
c�
2 • P Les 5.22_ +ip.- a -I4 g■c-ss-d. S kaz4• TI . I mod. A z.1 . w 1,16., ' d i c q .le s a
a e nn oo-c. � de d , ►•.9, s v-, i r. thM q 9 - ■ n c..1-% -,.../ d - his s -Fu ,P h :, . d- 7)^ -tiAa_.
4- 10 or iv 1 - c c s . d d i r,4,z.1--■ y 44avvy pro cre i tie rc7D runs 4-o 4-t,Q_ .2K i i- w ; o +-
0b S ru c -Athr, . T11, ., is , nt, acwr- 6,-,c .t. k.,4 ;-11-% Ig c. Secfi-rxn 1 Dei .2 . rJ 4 t - or--
pa, r-}; a 1 to S bt.n-4- +IX e d v.7.7% 115 o1 re, n 0-1- Pe. ci , re. d ....S.r - --1 A-d. 6-7.- 0 cL`) Pi"G x
L
of tic ate-- D nlry 1r.o.G, ult2e •F-..- rrI . r N1 r,OLv,p,,,'1Lies C is c_ 5$c f Div.. (wit kx cep lro
Sheet Number(s): TI.1 , A-Z.l , A3. I
"Cloud" or highlight all areas of revision including date of rexisio
e..w...
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on
\applications \forms - applications on line\revision submittal
Created: 8 -13 -2004
Revised:
Contractors or Tradespeople Per Friendly Page
A
General /Specialty Contractor
A business registered as a construction contractor with L &I to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name J T M CONSTRUCTION UBI No. 600170606
Phone 2065874000 Status Active
Address Metropolitan Park East License No. JTMCOC'951 BC
Suite /Apt. 1730 MINOR AVE STE 1120 License Type Construction Contractor
City Seattle Effective Date 1/3/2005
State WA Expiration Date 1/3/2011
Zip 98101 Suspend Date
County King Specialty 1 General
Business Type Individual Specialty 2 Unused
Parent Company FISHER & SONS INC
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
FISHES *2500E
FISHER Et SONS
INC
Construction
Contractor
General
Unused
9/5/1975
9/14/2012
Active
Business Owner Information
Name
Role
Effective Date
Expiration Date
FISHER, CHAD
Owner
01/03/2005
Bond Amount
BERGLIN, BRUCE
Owner
01/03/2005
52BSBEE3386
WOODMANSEE, MICHAEL
Owner
01/03/2005
Bond Information
Page 1 of 2
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
3
HARTFORD FIRE INS
52BSBEE3386
01/03/2007
Until Cancelled
$12,000.0011
/20 /2006
2
TRAVELERS CAS &
STY CO OF AMER
400SZ8971
01/03/2006
Until Cancelled
01/03/2007
$12,000.0011/13
/2006
1
ST PAUL FIRE &
MARINE INS CO
400SZ8971
01/03/2005
01/03/2006
$12,000.0001/03
/2005
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
7
ZURICH
AMERICAN INS
CO
GLA399993001
09/30/2010
09/30/2011
$1,000,000.0009
/29/2010
6
ZURICH
AMERICAN INS
CO
CP03999930
09/30/2008
09/30/2010
$1,000,000.0009
/22/2009
5
AMERICAN
STATES INS CO
01CH6234722
09/30/2008
09/30/2009
$1,000,000.0008
/29/2008
4
AMERICAN
STATES INS CO
01CC6775958
09/30/2007
09/30/2008
$1,000,000.00
09/07/2007
3
AMERICAN
STATES INS CO
01CC6775957
09/30/2006
09/30/2007
$1,000,000.00
09/13/2006
2
AMERICAN
STATES INS CO
01CC6775955
09/30/2005
09/30/2006
$1,000,000.00
10/04/2005
1
AMERICAN
STATES INS CO
01CC6775955
09/30/2004
09/30/2005
$1,000,000.0001
/03/2005
https://fortress.wa.gov/lni/bbip/Print.aspx
10/07/2010
Permit No. 1 0
Plan review approval is subject to errors ad omissions.
� .
Approval of construction documents does) not authorize
thE violation of any adopted code or ordinance. Receipt
of approved Field Copy and conditions is acknowledged:
By
Date:
City Of Tukwila
BUILDING DIVISION
10 -285 A21.dwg
1, -0
SIM.
10
20' -O"
PROCESSING ROOM 1
103
11, -0" W X 5' -8" H
/ /
COORDINATE LOCATION
WITH TENANT
J
40' -4"
PROCESSING ROOM 2
102
20' -4"
103B
PACKAGING ROOM
101
®TYP.
101A
10
C
c
(C
c
c,
f
11/19/10 - 3:10pm
ENLARGED FLOOR PLAN
1 /8 " =1' -0"
NORTH
SEPARATE PERMIT
REQUIRED FOR
Mechanical
Electrical
Plumbing
Gas Piping
' r of Tukwila
tri " ING DIVISION
E
EXI
e
b
5
Ln
6' -0"
7' -8"
6' -0"
6' -0"
7' -8"
6' -0"
PROCESSING ROOM 1
103`
1 1 1
PACKAGING ROOM
101
PROCESSING ROOM 2
102
EIEX111
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
2 i ENLARGED REFLECTED CEILING PLAN
NORTH
■
GENERAL NOTES:
1. ALL EXISTING BUILDING COLUMNS, EXTERIOR /INTERIOR
WALLS, EXTERIOR /INTERIOR WINDOWS, CEILING GRID, LIGHT
FIXTURES AND STRUCTURAL MEMBERS TO REMAIN, U.O.N.
2. ALL FLOORS TO REMAIN AS EXISTING U.O.N.
3. FOR EGRESS AND ACCESSIBILITY COMPLIANCE REFER TO
SHEET T1.2 & T1.1
4. ALL EXISTING BUILDING COLUMNS, EXTERIOR /INTERIOR
WALLS, EXTERIOR /INTERIOR WINDOWS, CEILING GRID, LIGHT
FIXTURES AND STRUCTURAL MEMBERS TO REMAIN, U.O.N.
5. EACH ROOM SHALL HAVE SEPARATE SWITCHING BY
ELECTRICAL DESIGN /BUILD TO MEET vwg -.1; 51.3.
tVyED FOR
CODE COMPLIANCE
4PDonvFn •
NO 2 2010
City of Tu ila
BUILDING mInnl
EXISTING INTERNALLY LIGHTED EXIT
SIGNAGE W/ BATTERY BACKUP PER IBC
SECTION 1011
LEGEND:
EIEXITI
EXIST. WALLS TO REMAIN
NEW PARTITION WALL
NEW STRIP CURTAIN DOORWAY
SEE A5.1 DOOR /OPENING SCHEDULE
1X4 FLUORESCENT LIGHT FIXTURE W/
WRAP AROUND ACRYLIC LENS
1X4 FLUORESCENT LIGHT FIXTURE W/
WRAP AROUND ACRYLIC LENS.
NIGHT LIGHT PROVIDING AT LEAST AN
AVERAGE 1 FOOT- CANDLE AND A
MINIMUM AT ANY POINT OF 0.1 FOOT
CANDLE MEASURED ALONG THE PATH OF
EGRESS AT THE FLOOR LEVEL. (IBC
SECTION 1006)
KEY NOTES: O
1. 10' -0" VERTICAL OPENING IN WALL
2. INSULATED METAL PANEL CEILING GRID, TYP.
3. PROVIDE PAINTED DEMARCATED, MINIMUM 44" WIDE, AISLE ON FLOOR TO
LEAD DIRECTLY FROM PROCESSING ROOMS TO THE EXIT WITHOUT
OBSTRUCTIONS. DENOTE ON FLOOR "EXIT AISLE DO NOT OBSTRUCT."
COORDINATE EXACT LOCATION OF EMERGENCY ILLUMINATED LIGHT FIXTURES
WITH EXISTING LIGHT FIXTURES. ADJUST LOCATION AND QUANTITY TO
PROVIDE A MINIMUM AT ANY POINT OF 0.1 FOOT CANDLE
MEASURED ALONG THE PATH OF EGRESS AT THE FLOOR
LEVEL. (IBC SECTION 1006)
5. 10'X20' SCALE DECK EQUIPMENT PLATFORM PER STRUCTURAL
INCOMPLETE
LTFA�_
REVISION N01 _ '
41) 10 2.. 8
C
arch'tects
2505 Third Avenue
Suite 324
Seattle, WA 9B121
206.720.7001 phone
206.720.2949 fax
www.crairtarchitects.com
TUKWILA, WA 98168
CONSULTANT
7d2
REGiSTEPED
ARCHITECT
REVISIONS:
3/16" THICK ALUM DIAMOND PLATE DECK IN
MULTIPLE SPAN SIZE OF 48 " -60" WIDTHS,
WELDED TO STRUCTURE PER STRUCTURAL
PORTABLE PRE - MANUF. SHIP'S LADDER
PAINTED STEEL EQUIP. PLATFORM PER
STRUCTURAL
EQUIPMENT PLATFORM ELEVATION
I/8 " =1' -0"
RECEIVED
CRY OFYUKWiLA
NOV 19 2010
PERMITCEUTEP
09/23/10 CITY COMMENTS
11/08/10 REVISION
11/16/10 CITY COMMENTS
SHEET TITLE:
ENLARGED FLOOR
PLAN /REFLECTED CEILING PLAN
DATE:
DESIGN:
DRAWN:
PROJECT NO:
APPROVED:
09/07/10
KEW
10 -285
KC
ORIGINAL DRAWING IS 24" x 36 ".
SCALE ENTITIES ACCORDINGLY IF REDUCED
SHEET NO:
A2.1
COPYRIGHT CRAFT ARCHITECTS 2010
( )
09/22/10 - 4:55pm 10-285 T11.dwg
ABBREVIATIONS
V
0
1
1
AB
AC
A/C
ACP
ACT
ADH
ADJ
ADJT
AF
AFF
AL
ALT
AP
APPROX
ARCH
ASPH
BD
BETW
BLDG
BLK
BLDG
BM
BRG
BOT
BSMT
BUR
CAB
CB
CBU
CEM
CER
CFM
CFT
CG
CHBD
CI
CJT
CLF
CLG
CJ
CLK
CLO
CLR
CMU
CNTR
CO
ANGLE
CENTER LINE
DIAMETER OR ROUND
NUMBER OR POUND
PENNY
PERPENDICULAR
PLATE
ANCHOR BOLT
ACOUSTICAL OR
AIR CONDITIONING
ACOUSTICAL PANEL
ACOUSTICAL TILE
ADHESIVE
ADJACENT
ADJUSTABLE
ACCESS FLOOR
ABOVE FINISH FLOOR
ALUMINUM
ALTERNATE
ACCESS PANEL
APPROXIMATE
ARCHITECTURAL
ASPHALT
BOARD
BETWEEN
BUILDING
BLOCK
BUILDING
BEAM
BEARING
BOTTOM
BASEMENT
BUILT UP ROOF
CABINET
CATCH BASIN
CEMENTITIOUS BACKER UNIT
CEMENT
CERAMIC
CUBIC FEET PER MINUTE
CONDUCTIVE FLOOR TILE
CORNER GUARD
CHALK BOARD
CAST IRON
CONTROL JOINT
CHAIN LINK FENCE
CEILING
CONSTRUCTION JOINT
CAULKING
CLOSET
CLEAR
CONCRETE MASONRY UNIT
COUNTER
0LEAN0UT
COL COLUMN
CONC CONCRETE
CONSTR CONSTRUCTION
CONT
CORR
CPT
CT
CTR
CY
DBL
DEPT
DET
DF
DIA
DIAG
DIM
DISP
DN
DR
DWR
DS
DW
DWG
E
EA
EB
EJ
EL
ELEC
ELEV
EM
EM ER
ENCL
EP
EWC
EPX
EQ
EQ PT
EST
EX
EXIST
EXT
FA
FBO
FCIC
FCTY
FD
FDN
FE
FEC
FIN
CONTINUOUS
CORRIDOR
CARPET
CERAMIC TILE
CENTER
CUBIC YARD
DOUBLE
DEPARTMENT
DETAIL
DRINKING FOUNTAIN(W /0. COOLER)
DIAMETER
DIAGONAL
DIMENSION
DISPENSER
DOWN
DOOR OR DRAIN
DRAWER
DOWNSPOUT
DISHWASHER
DRAWING
EAST
EACH
EXPANSION BOLT
EXPANSION JOINT
ELEVATION
ELECTRIC
ELEVATOR
ENTRY MAT
EMERGENCY
ENCLOSURE OR ENCLOSED
ELECTRICAL PANEL
ELECTRIC WATER COOLER
EPDXY
EQUAL
EQUIPMENT
ESTIMATE
EXPANSION
EXISTING
EXTERIOR
FIRE ALARM
FURNISHED BY OTHERS
FURNISHED BY CONTRACTOR
INSTALLED BY CONTRACTOR
FACTORY
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH
FL
FLG
FLUOR
FM
FOC
FOF
FDIC
F010
FOS
FS
FT
FTC
FTIC
FTIO
FURR
FUT
FUTURE-
RIO
FX
GA
GALV
GB
GL
GLBM
GEN CONTR
GND
GR
GWB
HB
HC
HDR
HDWD
HDWE
HM
HORIZ
HR
HT
HTG
HVAC
HWH
D
G
HM
MP
N
NCL
NSUL
NT
JAN
JT
KIT
KO
KS
LAM
LAV
LB
LF
LG
LH
LINO
LKR
LT
MACH
MATL
MAX
MECH
MET OR MTL
MEZZ
MFR
MH
MIN
MIR
MISC
M LD
MRGWB
MTD
MULL
N
NIC
NO /#
NOM
NTS
OA
OC
OD
OFF
OH
OPH
OPNG
OPP
PERP
PFN
PL
P LAM
PLYWD
PNL
PNT
PR
FLOOR
FLASHING
FLUORESCENT
FACTORY MUTUAL
FACE OF CONCRETE
FACE OF FINISH
FURNISH BY OWNER
INSTALL BY CONTRACTOR
FURNISH BY OWNER
INSTALL BY OWNER
FACE OF STUD
FULL SIZE
FEET
FOOTING
FURNISHED BY TENANT
INSTALLED BY CONTRACTOR
FURNISHED BY TENANT
INSTALLED BY OWNER
FURRING
FUTURE
FUTURE ROUGH IN ONLY
FIXED
GAGE
GALVANIZED
GRAB BAR
GLASS OR GLAZING
GLU -LAM BEAN
GENERAL CONTRACTOR
GROUND
GRADE
GYPSUM WALL BOARD
HOSE BIB
HOLLOW CORE OR HANDICAP
HEADER
HARDWOOD
HARDWARE
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
HEATING
HEATING /VENTILIATION/
AIR CONDITIONING
HOT WATER HEATER
INSIDE DIAMETER/
DIMENSION
INSULATED GLAZING
INSULATED HOLLOW METAL
INSULATED METAL PANEL
INCH
INCLUDE
INSULATION
INTERIOR
JANITOR
JOINT
KITCHEN
KNOCK OUT
KNEE SPACE
LAMINATE
LAVATORY
LAG BOLT
LINEAL FOOT
LENGTH
LEFT HAND
LINOLEUM
LOCKER
LIGHT
MACHINE
MATERIAL
MAXIMUM
MECHANICAL
METAL
MEZZANINE
MANUFACTURER
MANHOLE
MINIMUM
MIRROR
MISCELLANEOUS
MOLDING
MOISTURE RESISTANT GYP BD
MOUNTED
MULLION
NORTH
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
OVERALL
ON CENTER
OUTSIDE DIAMETER/
DIMENSION
OFFICE
OVERHEAD
OPPOSITE HAND
OPENING
OPPOSITE
PERPENDICULAR
PREFINISHED
PLATE OR PROPERTY LINE
PLASTIC LAMINATE
PLYWOOD
PANEL
PAINT
PAI R
PS
PSF
PSI
PT
PTD
PTD /R
PTN
PTR
PVMT
PAINT SYSTEM
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
PAPER TOWEL DISPENSER
PAPER TOWEL DISPENSER
AND RECEPTACLE
PARTITION
PAPER TOWEL RECEPTACLE
PAVEMENT
QT QUARRY TILE
R RISER
RA RETURN AIR
RAD RADIUS
RB RESILIENT BASE
R &S ROD & SHELF
RD ROOF DRAIN
RD /0 ROOF DRAIN OVERFLOW
REBAR REINFORCING BAR
REF REFERENCE
REFR REFRIGERATOR
REINF REINFORCED
REQ'D REQUIRED
REV REVISION
RH RIGHT HAND OR ROBE HOOK
RESIL RESILIENT
RM ROOM
RO ROUGH OPENING
RT RESILIENT TILE
RUB RUBBER
RVS REVERSE
RW RAIN WATER
RWL RAIN WATER LEADER
S SOUTH
SC SOLID CORE
SCD SEAT COVER DISPENSER
SCHD SCHEDULE
SD SOAP DISPENSER OR
SECT SECTION
SF SQUARE FEET
SHTG SHEATHING
SIM SIMILAR
SK SINK
SLR SEALER
SND SANITARY NAPKIN
DISPENSER
SNR SANITARY NAPKIN
RECEPTACLE
SNT SEALANT
SPEC SPECIFICATION
SQ SQUARE
SST STAINLESS STEEL
SSK SERVICE SINK
ST STONE /STONE TILE
STA STATION
STC SOUND TRANSMISSION
CLASS
STD STANDARD
STL STEEL
STOR STORAGE
STRL STRUCTURAL
SUSP SUSPENDED
SV SHEET VINYL
SYM SYMMETRICAL
T TREAD
TB TOWEL BAR
T &B TOP & BOTTOM
TG TEMPERED GLASS
THK THICK
THR THRESHOLD
TIG TEMPERED INSULATED
GLAZING
TO TOP OF
TOC TOP OF CONCRETE
TOP TOP OF PAVEMENT
TOS TOP OF STEEL
TOSL TOP OF SLAB
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TPH TOILET PAPER HOLDER
TPTN TOILET PARTITION
TS TUBULAR STEEL
TV TELEVISION
TYP TYPICAL
UL UNDERWRITERS LABORATORY
UNF UNFINISHED
UON UNLESS OTHERWISE NOTED
UR URINAL
VAR VARIES
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VIN VINYL
VWC VINYL WALL COVERING
W WEST
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WF WIDE FLANGE
WG WIRE GLASS
WP WATER PROOF
WR WATER RESISTANT -
WSCT WAINSCOT
WT WEIGHT
XFMR TRANSFORMER
YD YARD
SYMBOLS
11
w
COLUMN LINE /GRID LINE
DOOR NUMBER
KEY NOTE
PARTITION TYPE
REVISION NUMBER
REVISION
CLOUD AROUND REVISION
MATCH LINE
SHADED PORTION IS THE SIDE
CONSIDERED
WORK POINT, CONTROL POINT
OR DATUM POINT
492) EQUIPMENT NUMBER
BUILDING SECTION (IDENTIFY ON PLAN)
SECTION IDENTIFICATION
SHEET WHERE SECTION IS DRAWN
WALL SECTION (IDENTIFY ON ELEVATIONS)
SECTION IDENTIFICATION
SHEET WHERE SECTION IS DRAWN
DETAIL
DETAIL IDENTIFICATION
SHEET WHERE DETAIL IS DRAWN
GENERAL NOTES
OFFICE
102
INTERIOR ELEVATION(S)
ELEVATION IDENTIFICATION
SHEET WHERE ELEVATION IS
DRAWN
ROOM IDENTIFICATION
ROOM NAME
ROOM NO.
ROOM FINISH GRADE
EXISTING GRADE
PROPERTY LINE
78 NEW OR FINISHED CONTOURS
PROJECT
NORTH
9, -0"
7' -O"
EXISTING CONTOURS
TOP OF WALL
TOP OF CURB
TOP OF PAVEMENT
PROJECT NORTH
DENOTES CHANGE IN
ELEVATION
1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF
ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE
WITH O.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE
REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES.
2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN
OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND, OR DISCREPANCIES BETWEEN DRAWINGS
AND SPECIFICATIONS.
3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED
ITEMS, WHICH ARE BEING DONE BY OTHERS.
4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY
DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH
DISCREPANCIES ARE RESOLVED.
5. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A.I.A. DOCUMENT A107 MODIFIED BY PRINCIPAL.
6. SEPARATE PERMITS, WHEN REQUIRED AND /OR WHEN WORK ITEMS ARE DESIGN /BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR
MECHANICAL, PLUMBING, FIRE SPRINKLERS,ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL
DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER /TENANT /ARCHITECT FOR
APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN /BUILD FIRE SPRINKLER SYSTEM.
SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE FIRE PREVENTION BUREAU FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION.
7. COMPLETE FIRE SPRINKLER DRAWINGS WILL BE SUBMITTED BY THE FIRE PROTECTION CONTRACTOR.
8. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE STANDARD 903.3
9. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL.
10. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS.
THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES.
11. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS OTHERWISE NOTED.
12. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN.
13. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR
WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING.
14. GENERAL CONTRACTOR SHALL PROVIDE OWNER WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO
START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER.
15. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE,
L OTHER APPLICABLE STATE OR LOCAL LAWS AND REGULATIONS. NOTHING IN THESE D
NATIONAL ELECTRICAL CODE AND ALL T PL ABLE DRAWINGS IS TO BE
CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO THE PREVIOUS LISTED CODES.
16. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONSTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION.
17. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICES.
18. LIGHT AND VENTILATION SHALL COMPLY WITH I.B.C., SECTION 1203, 1204 & 1205.
19. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10' -0" O.C. AND ALSO AT ANY LOCATION WHERE
WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION.
20. ALL WATER FIXTURES MUST COMPLY WITH WAC 51 -26 -180 WATER CONSERVATION AND /OR ANY JURISDICTION'S PERFORMANCE STANDARDS.
21. WHEN CHANGES TO THE MECHANICAL SYSTEM REQUIRE A MECHANICAL PERMIT THEY SHALL COMPLY WITH THE MOST CURRENT
UNIFORM MECHANICAL CODE AND WITH ANY LOCAL JURISDICTION REQUIREMENTS.
22. PROVIDE ILLUMINATED EXIT SIGNAGE AT ALL REQUIRED EXITS.
23. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION.
24. CONTRACTOR IS TO COMPLY WITH CHAPTER 33 OF THE INTERNATIONAL BUILDING CODE CONCERNING PROTECTION OF PEDESTRIANS DURING
CONSTRUCTION.
25. PRIOR TO FINAL INSPECTION, A CERTIFICATE OF CONSTRUCTION COMPLIANCE SHALL BE READY FOR THE INSPECTOR. THE CERTIFICATE SHALL
STATE "BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED, AND THE MATERIALS USED AND INSTALLED
APPEAR IN EVERY MATERIAL RESPECT IN COMPLIANCE WITH THE PLANS ". THE CERTIFICATE MUST BE SIGNED BY ONE OR MORE OF THE FOLLOWING:
(A) OWNER, (B) GENERAL CONTRACTOR, (C) AN APPROVED INDEPENDENT INSPECTOR OR INSPECTION AGENCY, (D) LANDLORDS REP CERTIFYING CONTRACT.
26. ASBESTOS AND HAZARDOUS WASTE EXCLUSION:
THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE,
(AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM
PROFESSIONAL SERVICES, SPECIFICALLY THE DETECTION AND
ABATEMENT OF ASB AND/OR HAZARDOUS WASTE,
INCLUDING BUT TO THE PREPARATION OF REPORTS, INVESTIGATION,
DRAWINGS, A DSPECIFICATIONS.3L coy
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
SEPARATE PERMIT
REQUIRED FOR
6n:hank:al
iffjlectrical
RE7 P�mbing
rMas Piping
City of Tukwila
BUILDING DIVISION
Post No.
Pl r: review approval is subject to errors and omissions.
Appro-fal of construction documents does not authorize
1= tE: violatio of a1 t adopted code or ordinance. Receipt
di approved ` iel s py and conditions is acknowledged:
4: 4 PL
Date:
City Of Tukwila
BUILDING DIVISION
PROJECT DIRECTORY
ARCHITECT /CONTACT: CRAFT ARCHITECTS, PLLC.
2505 THIRD AVENUE, STE. 324
SEATTLE, WASHINGTON 98121
ARCHITECT OF RECORD: KATHRYN M. CRAFT
OWNER:
TENANT:
GENERAL CONTRACTOR:
SABEY CORPORATION
12201 TUKWILA INTERNATIONAL BLVD.
FOURTH FLOOR
SEATTLE, WA 98168
SAHALE SNACKS
3411 SOUTH 120TH PLACE, SUITE 100
SEATTLE, WA 98168
JTM CONSTRUCTION
METROPOLITAN PARK EAST
1730 MINOR AVENUE, SUITE 1120
SEATTLE, WASHINGTON 98101
SITE ADDRESS: 3411 SOUTH 120TH PLACE, SUITE 100
SEATTLE, WA 98168
TAX PARCEL #
1023049069
CONTACT: KATIE WILLIS
PHONE: (206) 720 -7001
FAX: (206) 720 -2949
CONTACT: KARA ANDERSON
PHONE: (206) 277 -5212
CONTACT: MIKE DEVLIN
PHONE: (206) 947 -4463
CONTACT: STEVE PEEPLES
PHONE: (206) 587 -4000
CODE /ZONING INFORMATION
ZONING DISTRICT:
CODE EDITION:
CONSTRUCTION
EXISTING OCCUPANCY CLASSIFICATION:
NEW OCCUPANCY CLASSIFICATION:
TYPE OF CONSTRUCTION:
SPRINKLER SYSTEM:
OCCUPANT LOAD (TOTAL BUILDING AREA):
(2009 IBC TABLE 1004.1.1)
OFFICE
WAREHOUSE
MANUFACTURING
MIC /H
2009 IBC/ 2009 IFC
TENANT IMPROVMENT
B (OFFICE)/ S -2 (WAREHOUSE) F -1
B (OFFICE)/ S -2 (WAREHOUSE) F -1
IIIB
FULLY SPRINKLERED
(MANUFACTURING)
(MANUFACTURING)
4,454/100 = 44.54
23,568/500 = 47.14
21,231/200 = 106.16
TOTAL BUILDING AREA
EXIT REQUIREMENTS:
(SEC. 1021 TABLE 1021.1)
OFFICE
WAREHOUSE
MANUFACTURING
49,253 = 197.84
NUMBER REQ'D NUMBER PROVIDED ACCESSIBLE PROVIDED
�5
2
2
3
SITE /EGRESS PLAN
1 "= 60' -0"
1
1
1
NORTH
INDEX OF DRAWINGS
T1.1 COVER SHEET /CODE INFORMATION
T1.2 ACCESSIBILITY GUIDELINES
A2.1 ENLARGED FLOOR PLAN /REFLECTED CEILING PLAN
A5.1 DETAILS & DOOR SCHEDULE
PARKING REQUIREMENTS
NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE
OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS.
PLUMBING FIXTURE REQ'S
NOTE: PLUMBING FIXTURES ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE
OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS.
ENERGY REQUIREMENTS
SCOPE OF WORK TO EXCEED OR MEET ENERGY CODE REQUIREMENTS. NO
WORK BEING DONE TO THE HEATED PERIMETER OF THE BUILDING ENVELOPE.
LIGHTING REQUIREMENTS
SCOPE OF WORK TO MEET OR EXCEED LIGHTING REQUIREMENTS
LEGAL DESCRIPTION:
PORTION OF GOV LOT 15 IN SW 1/4 OF SECTION 10 -23 -04 BEGIN NW CORNER
OF SW 1/4 TH S 01 -46 -02 W 107.22 FT TH S 87 -33 -12 E 512.24 FT TO
POINT OF BEGINNING TH S 87 -33 -12 E 214.16 FT TH N 78 -40 -52 E 415.05
FT TO WLY MARGIN OF E MARGINAL WAY TH S 16 -31 -41 E 241.92 FT TH S
28 -02 -57 E 104.42 FT TH S 17 -01 -47 E 100.50 FT TH S 11 -19 -15 E 13.28
FT TH N 58 -13 -58 W 473.87 FT TH S 01 -46 -02 W 37 FT TH N 88 -13 -58 W
307.80 FT TH N 01 -46 -02 E 373.93 FT TO POINT OF BEGINNING - LOT 1 OF
CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L2000 -042 RECORDING NO
20000828900001
2505 Third Avenue
Suite 324
Seattle, WA 98121
206.720.7001 phone
206.7 20.2949 fax
www.craftarchitects,com
SEPARATE PERMIT SUBMITTALS
ELECTRICAL, MECHANICAL, FIRE PROTECTION
PROJECT DESCRIPTION
TENANT IMPROVEMENT TO ADD ADDITIONAL MANUFACTURING AREAS WITHIN AN
EXISTING BUILDING.
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EGRESS SUMMARY
A. MAX. TRAVEL DISTANCE: 250' (TABLE 1016.1)
B. MAX. COMMON PATH OF EGRESS TRAVEL: 100' (1014.3, EXCEPTION 1)
C. MINIMUM CORRIDOR WIDTH: 44" (1017.2)
D. REQUIRED EGRESS WIDTH: 0.2 PER
OCCUPANT (TABLE 1005.1) = 40" REQUIRED
E. MINIMUM CLEAR DOOR OPENING: 32 INCHES (1008.1.1)
F. MAXIMUM DEAD END CORRIDOR: 50' (1018.4, EXCEPTION 2)
GENERAL NOTES•
1. ALL COLUMNS, STRUCTURAL WALLS, AND EXITS ARE EXISTING TO REMAIN.
2. NO CHANGE TO PARKING OR EXTERIOR ACCESSIBLE ROUTES PROPOSED.
E
KEY NOTES: O
1. EXISTING EXIT PER IBC SECTION 1105.1 WITH SIGNAGE PER IB
2. ADJACENT TENANT SPACE
3. EXISTING TENANT DEMISING WALL
4. EXIST. TENANT SPACE
5. EXISTING BUILDING
EXISTING PAR
7. EGRESS TRAVEL DISTANCE = 135'
8. EGRESS TRAVEL DISTANCE = 81'
9. DISTANCE TO COMMON PATH = 53'
10. DISTANCE TO COMMON PATH = 62'
LEGEND:
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CONSULTANT
7052
TUKWILA, WA 98168
REGISTERED
ARCHITECT
44-Len ith3
�,. 141cr"
KATHRYN M. C AfT
STATE OF WASHINGTON
RECEIVED
SEP 2 3 2010
ERM1T CENTER
REVISIONS:
09/23/10 CITY COMMENTS
'N NED ;:0
CODE COMP I i"�9Cr
SECTIQ 101�j.
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Ate,
Ciiy of Taman
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BUILDING DI11IPin l
CORRE TION
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EXISTING ILLUMINATED EXIT SIGN W /EMERGENCY POWER TO MEET IBC SECTION 1011
HANDICAP ACCESSIBLE PARKING
SHEET TITLE:
DATE:
DESIGN:
09/07/10
DRAWN:
KEW
PROJECT NO:
10 -285
APPROVED:
KC
ORIGINAL DRAWING IS 24" x 36 ".
SCALE ENTITIES ACCORDINGLY IF REDUCED
SHEET NO:
T1.1
COPYRIGHT CRAFT ARCHITECTS 2010
302/303 FLOOR SURFACES & CHANGES IN LEVEE,
ANSI 303 - CHANGES IN LEVEL (REFERENCE DETAIL. 5.1)
A.
B.
Changes in level up to 1/4 may be vertical and without edge treatment
Changes in level between 1/4" and 1/2" shall be beveled with a slope
no greater than 1:2.
Detail 5.1
ANSI 302.2 - CARPET
A. Carpet provided on a floor surface shall be securely attached; have a
firm pad or backing, or no pad; and have a level loop, textured loop,
level cut pile, or level cut /uncut pile texture. Maximum pile thickness
shall be 1/2". Exposed edges of carpet shall be fastened to floor
surfaces and have trim along the exposed edges.
ANSI 302.3 - GRATINGS
A. If gratings are located in walking surfaces or along accessible routes,
then they shall have spaces no greater than 1/2" wide in one direction.
B. If gratings have elongated openings, then they shall be placed so that
the long dimension is perpendicular to the dominant direction of travel.
305 CLEAR FLOOR SPACE
ANSI 305.2 - SIZE AND APPROACH
A. Minimum clear floor space for a wheelchair and occupant shall be
30" wide x 48" long. Clear floor space shall be centered on the
element it serves.
307 PROTRUDING OBJECTS (REFERENCE DETAIL 4.4.1 & 4.4.2)
ANSI 307 - GENERAL
A. Objects projecting from walls (for example, telephones) with their leading
edges between 27" -80" above the finished floor shall protrude no more
than 4" into walks, halls, corridors, passageways, or aisles. Freestanding
objects mounted on posts or pylons may overhang 12" maximum from
27" -80" above the ground or finished floor. Protruding objects shall not
reduce the clear width of an accessible route or maneuvering space.
406 CURB RAMPS
ANSI 406 - SLOPE (REFERENCE DETAIL 4.7)
A. Slopes of curb ramps shall comply with 406
B. Maximum slopes of adjoining gutters, road surface immediately adjacent
to the curb ramp, or accessible route shall not exceed 1:20.
ANSI 406.4 - WIDTH (REFERENCE DETAIL 4.7)
A. The minimum width of a curb ramp shall be 36", exclusive of flared
sides.
ANSI 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL 4.7)
A. If a curb ramp is located where pedestrians must walk across the ramp
or where it is not protected by handrails or guardrails, it shall have
flared sides; the maximum slope of the flare shall be 1:10
If x Is less than 48"
Then The Slope Of The Flare
Sides Shall Not Exceed 1:12
Adjoining Slope Shall
.4- if Not Exceed 1:20
Flared side
1:10 Max. slope
Ramp (1:12 Max. Slope)
Shall Have Detectable Warnings
and contrasting color.
Standard Curb Ramp
Adjoining Slope Shall
Not Exceed 1:20
36" Min.
308 & 309 CONTROLS AND OPERATING PARTS
ANSI 308 - HEIGHT (REFERENCE DETAIL 4.30.3)
A. Unobstructed front approach - 48" max. to 15" min. A.F.F.
Controls located in an alcove >24 deep must have 36" clear floor width.
B. Unobstructed side approach - 48" max. to 15° min. A.F.F.
Controls located in an alcove >15" deep must have 60" clear floor width.
C. Electrical & communication system receptacles shall be mounted no less
than 15" above the floor.
ANSI 309 - OPERATION
Operable parts shall be operable with one hand and shall not
require tight grasping, pinching,k or twisting of the wrist. The
force required to activate operable parts hsall be 5.OIbs
maximum.
IBC with WA STATE AMENDMENTS 1101.2.10 - CONTROL SWITCHES
Manually operated control switches shall comply with ANSI Section 309,
except they shall be placed 32" minimum and 40" maxiumum above the
floor. The clear floor space adjacent to the control switch shall be located
beyond the arc of the door swing and centered on the control switch.
403 ACCESSIBLE ROUTE - WALKING SURFACES
IBC 1104 - LOCATION
A. At least one accessible route shall be provided from public trans-
portation stops, accessible parking and loading zones, and public
streets or sidewalks to the accessible building entrance.
B. Pedestrian route connections shall be clearly demarked where it
crosses drive aisles.
Method of demarkation shall match exisitng in shopping center
painted striping
ANSI 403.5 - WHEELCHAIR PASSAGE WIDTH
Curb Ramp Parallel to Curb
1:12 Max. slope
Detail 4.7
Location of Typical Parking
Access Aisle
Ramps (1:12 Max. Slope)
Shall Have Detectable Warnings
and contrasting color.
Note : If Slope is 1:20 or Jess no
contrasting color or texture is required
ANSI 406.10 - DIAGONAL CURB RAMPS
A. If diagonal curb ramps have retumed curbs or other well - defined
edges, such edges shall be parallel to the direction of pedestrian flow.
The bottom of diagonal curb ramps shall have 48" minimum clear space
outside active traffic lanes of the roadway. If diagonal curb ramps are
provided at marked crossings, the 48" clear space shall be within the
markings. If diagonal curb ramps have flared sides, they shall also have
at least a 24 long segment of straight curb located on each side of the
curb ramp and within the marked crossing.
ANSI 406.11 - ISLANDS
A. Any raised islands in crossings shall be cut through level with the
street or curb ramps at both sides and a level area at least 48"
long and 36" minimim wide between the curb ramps in the part of the
island intersected by the crossings.
ANSI 404.2.1 - DOUBLE - LEAF DOORWAYS
A. Doorways with two independently operated leaves shall have at least
one active leaf that meets the requirements in 404.2.2 and 404.2.3
ANSI 404.2.2 - CI EAR WIDTH
A. Doorways shall provide a clear opening of 32" minimum, with the door
open 90'.
1. Clear opening shall be measured between the face of the door and
opposite stop.
2. Openings more than 24" in depth shall provide a clear opening of
36' minimum.
ANSI 404.2.3 - MANEUVERING CLEARANCES AT DOORS
Provide level (1:48 max. slope) and clear maneuvering area at doors as follows:
A. Front approach pull side - 60" min. width & 18" min. beside strike edge
Front approach push side - 48" min width & 0" beside strike edge
(12" ® strike if door has both a closer and a latch)
B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge
or - 54 min. width; 42" min. beside strike edge
Hinge side approach push side - 42" min. width & 22" min. beside hinge edge
(46"min. width if door has both a closer and a latch)
C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge
(54 min. width if door has a closer)
Latch side approach ush side - 42" min. width and 24" min. beside strike edge
(48"min. width if door has a closer)
ANSI 404.2.4 - THRESHOLDS AT DOORWAYS
A. The minimum clear width for single wheelchair passage shall be 32"
at a point for a maximum length of 24' and 36" continuously, per Table 403.5 (below).
IBC with WA STATE AMENDMENTS 1101.2.2 - CLEAR WIDTH
A. Clear width of an accessible route shall comply with ANSI Table 403.5 (above).
For exterior routs of travel, the minium clear width shall be 44%
ANSI 403.5.2 - PASSING SPACE
A. If an accessible route is less than 60" in width, then passing spaces
of at least 60"x60° shall be provided at 200' max. spacing.
B. The minimum clear width for two wheelchairs to pass is 60"
ANSI 307.2
IBC 1009.2 and 1010.5.2
A. Accessible routes shall have 80" min. clear head room.
ANSI 403.3 - SLOPE
A. Running slope shall not exceed 1:20.
B. Cross slope shall not exceed 1:48
09/22/10 - 4:52pm 10 -285 T12.dwg
A. Maximum threshold height: 1/2". Raised thresholds and floor level
changes shall be beveled with a slope no greater than 1:2
ANSI 404.2.6 - DOOR HARDWARE
A. Handles, pulls, latches, locks, and other operating devices shall have
a shape that is easy to grasp with one hand and does not require tight
grasping, tight pinching, or twisting of the wrist to operate.
1. Lever - operated mechanisms, push -type mechanisms, and U- shaped
handles are acceptable designs.
2. When sliding doors are fully open, operating hardware shall be
exposed and usable from both sides.
3. Hardware required for accessible door passage shall be mounted between
34" and 48" above finished floor.
ANSI 404.2.7.1 - DOOR CLOSERS
A. Door closers shall be adjusted so that from an open position of 90
degrees, the time required to move the door to an open position of
12 degrees shall be 5 seconds minimum.
ANSI 404.2.7.2 - SPRING HINGES
A. Door spring hinges shall be adjusted so that from the open position
of 70 degrees, the door shall move to the closed position in 1.5
seconds minimum.
ANSI 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE
A. The maximum force for pushing or pulling open a door shall be as
follows:
1. Fire doors shall have the minimum opening force allowable by the
appropriate administrative authority.
2. Other doors
a. Exterior hinged, sliding or folding door. 10.0 Ib. max.
b. Interior hinged doors: 5.0 Ib. max.
c. Interior sliding or folding doors: 5.0 Ib. max.
These forces do not apply to the force required to retract latch
bolts or disengage other devices that may hold the door in a closed
position.
603 TOILET ROOMS
ANSI 603.2.3 - DOORS
1. Doors shall not swing into the clear floor space or clearance for any fixture.
ANSI 603.2 - CLEAR FLOOR SPACE
A. The accessible fixtures and controls required in 4.22.7 shall be on an accessible
route. An unobstructed turning space complying with 304 shall be provided within an
accessible toilet room. The clear floor space at fixtures and controls, the accessible
route, and the turning space may overlap, however, the only turning space provided
shall not be located within a stall.
ANSI 603.3 & 606 - LAVATORIES AND MIRRORS
A. If lavatories and mirrors are provided, then at least one of each shall comply
with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet
stalls unless other accessible lavatories and mirrors are provided in the toilet room.
ANSI 603.3 - MIRRORS (REFERENCE DETAIL 4.19.1)
A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum
A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with
the bottom edge of the reflecting surface 35" maximum above the floor.
604 WATER CLOSETS & TOILET COMPARTMENTS
ANSI 604.3 - CLEAR FLOOR SPACE
A. Clear floor space for water closets not in stalls shall be provided as follows:
Front approach - 48" min. wide x 66° min. long
Side approach - 56" min. to front of toilet x 48" min. wide
Both approach - 60" min. wide x 56" min. long (Reference Detail 4.16)
B. No door swings are allowed in clear floor area.
56" MIN.
L °
Detail 4.16
12" HOLD
iv
0
[D
ANSI 604.4 - HEIGHT (REFERENCE DETAIL 4.16.2)
A. The height to the top of the toilet seat shall be 17" - 19" above floor.
1. Seats shall not be sprung to retum to a lifted position.
ANSI 604.5 - GRAB BARS (REFERENCE DETAILS 4.16, 4.16.2 & 4.16.3)
A. For water closets not located in toilet stalls, the following grab bars shall
be provided, 33" - 36' above the finish floor.
1. Side wall horizontal: 42" long minimum, hold 12" min. from back wall.
2. Side wall vertical: 18" high minimum, hold 39" min. from back wall.
3. Back wall: 36" long minimum, 12" minimum each side of water closet centerline.
Refer to 4.26 Grab Bars for size and structural elements.
ANSI 604.6 - FLUSH CONTROLS (REFERENCE DETAIL 4.16.3)
A. Controls shall be 44" maximum above the finish floor.
1. Lever controls or flush valves shall be mounted on the wide and open
side of toilet areas. Except in ambulatory accesisble compartments
- refer to IBC, WA State Amendments, section 1101.2.7.
2. Controls shall be hand operated or automatic.
3. Controls shall be operable with one hand and shall not require
tight grasping, pinching, or twisting of the wrist.
4. The force required to activate controls shall be no greater than 5Ibf.
ANSI 604.10.7 - DISPENSERS (REFERENCE DETAIL 4.16.2)
A. Toilet paper dispensers shall be installed on the side wall, and shall be
7" -9" maximum in front of the water closet measured to the centerline of
the dispenser. The outlet of the dispenser shall be 15 " -48" maximum A.F.F.
1. Dispensers that control delivery or do not permit continuous paper
flow shall not be used.
2. Operable parts shall be operable with one hand and shall not require
tight grasping, pinching or twisting of the wrist.
3. The force required to activate operable parts shall be 5 pounds max.
ANSI 604.8 - WATER CLOSETS
A. If toilet stalls are provided, then at least one shall be a standard toilet stall
complying with 604.8; where 6 or more stalls are provided in addition to the stall
complying with 604.9, at least one stall 36" wide with an outward swinging,
If- closing door and parallel grab bars shall be provided. Water closets in such stalls
shall comply with detail 4.16.
Detail 4.16.2
ANSI 605 - URINALS
Detail 4.16.3
Locate flush controls
on wide side
ANSI 605 - URINALS
A. If urinals are provided, then at least one shall comply with detail 4.18.
TAS SECTION 4.18.2 - HEIGHT (REFERENCE DETAIL 12.3.1)
A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17"
maximum above the finished floor. The rim shall extend a minimum of 14" from
TAS SECTION 4.18.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL 4.18.1)
A. A clear floor space 30" wide by 48" deep minimum shall be provided in
front of urinal to allow forward approach.
1. This space shall adjoin or overlap an accessible route.
2. Urinal shields that do not extend beyond the front edge of the
urinal rim may be provided with 29" clearance between them.
3. Urinals installed in alcoves deeper than 24" require a maneuvering
area of at least 36" minimum wide, centered on fixture.
TAS SECTION 4.18.4 - FLUSH CONTROLS (REFERENCE DETAIL 4.18.2)
A. Controls shall be 44" maximum above the finished floor.
1. Controls shall be hand operated or automatic.
2. Controls shall be operable with one hand and shall not require
tight grasping, pinching, or twisting of the wrist.
3. The force required to activate controls shall be no greater than 5 Ib..
48" MIN.
§.;r91
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Detail 4.181
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Detail 4,18.2
the wall.
606 LAVATORIES
ANSI 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAIL 4.19.1 & 4.19.2)
A. Lavatories shall be mounted with the rim or counter surface no higher
than 34' above the finished floor.
1. Lavatories shall extend 17" minimum from the wall.
2. Clearance of 27" minimum shall be provided from the finished floor
to bottom of apron.
3. Knee clearance of 27" high minimum shall extend 8" minimum under the
edge of the lavatory, 30 wide minimum, and 19" deep minimum.
4. Toe clearance of 9" minimum shall be provided for the full depth of
the lavatory.
ANSI 606 - DEPTH
A. Each sink shall be a maximum of 6 -1/2" deep.
`2
clear
I floor
space
19"
48" Min.
8" Min
Max.
Detail 4.19.1
17" m*
Detail 4.19.2
ANSI 606.6 - EXPOSED PIPES AND SURFACES
A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise
configured to protect against contact.
B. There shall be no sharp or abrasive surfaces under lavatories.
ANSI 606.4 - FAUCETS
A. Controls shall be operable with one hand and shall not require tight
grasping, pinching, or twisting of the wrist.
B. The force required to activate controls shall be no greater than 5 Ib..
C. Lever - operated, push -type, and electronically controlled mechanisms are
examples of acceptable designs.
D. If self - closing valves are used the faucet shall remain open for 10
seconds minimum.
ANSI 606.7 - CONTROLS AND DISPENSERS
A. If controls, dispensers, receptacles, or other equipment are provided,
then at least one of each phall be on an accessible route nd shall
comply with detail 4.27 - (Controls & Operating Mechanisms).
ANSI 606.7 - OPERABLE PARTS
A. Operable parts on towel dispensers and hand dryers shall comply
with Table 606.7 (below).
Maximum
Reach Depth
MINIMUM
SEGMENT LENGTH
SEGMENT WIDTH
less than or
equal to: 24
32'
greater than: 24
36'
IBC with WA STATE AMENDMENTS 1101.2.2 - CLEAR WIDTH
A. Clear width of an accessible route shall comply with ANSI Table 403.5 (above).
For exterior routs of travel, the minium clear width shall be 44%
ANSI 403.5.2 - PASSING SPACE
A. If an accessible route is less than 60" in width, then passing spaces
of at least 60"x60° shall be provided at 200' max. spacing.
B. The minimum clear width for two wheelchairs to pass is 60"
ANSI 307.2
IBC 1009.2 and 1010.5.2
A. Accessible routes shall have 80" min. clear head room.
ANSI 403.3 - SLOPE
A. Running slope shall not exceed 1:20.
B. Cross slope shall not exceed 1:48
09/22/10 - 4:52pm 10 -285 T12.dwg
A. Maximum threshold height: 1/2". Raised thresholds and floor level
changes shall be beveled with a slope no greater than 1:2
ANSI 404.2.6 - DOOR HARDWARE
A. Handles, pulls, latches, locks, and other operating devices shall have
a shape that is easy to grasp with one hand and does not require tight
grasping, tight pinching, or twisting of the wrist to operate.
1. Lever - operated mechanisms, push -type mechanisms, and U- shaped
handles are acceptable designs.
2. When sliding doors are fully open, operating hardware shall be
exposed and usable from both sides.
3. Hardware required for accessible door passage shall be mounted between
34" and 48" above finished floor.
ANSI 404.2.7.1 - DOOR CLOSERS
A. Door closers shall be adjusted so that from an open position of 90
degrees, the time required to move the door to an open position of
12 degrees shall be 5 seconds minimum.
ANSI 404.2.7.2 - SPRING HINGES
A. Door spring hinges shall be adjusted so that from the open position
of 70 degrees, the door shall move to the closed position in 1.5
seconds minimum.
ANSI 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE
A. The maximum force for pushing or pulling open a door shall be as
follows:
1. Fire doors shall have the minimum opening force allowable by the
appropriate administrative authority.
2. Other doors
a. Exterior hinged, sliding or folding door. 10.0 Ib. max.
b. Interior hinged doors: 5.0 Ib. max.
c. Interior sliding or folding doors: 5.0 Ib. max.
These forces do not apply to the force required to retract latch
bolts or disengage other devices that may hold the door in a closed
position.
603 TOILET ROOMS
ANSI 603.2.3 - DOORS
1. Doors shall not swing into the clear floor space or clearance for any fixture.
ANSI 603.2 - CLEAR FLOOR SPACE
A. The accessible fixtures and controls required in 4.22.7 shall be on an accessible
route. An unobstructed turning space complying with 304 shall be provided within an
accessible toilet room. The clear floor space at fixtures and controls, the accessible
route, and the turning space may overlap, however, the only turning space provided
shall not be located within a stall.
ANSI 603.3 & 606 - LAVATORIES AND MIRRORS
A. If lavatories and mirrors are provided, then at least one of each shall comply
with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet
stalls unless other accessible lavatories and mirrors are provided in the toilet room.
ANSI 603.3 - MIRRORS (REFERENCE DETAIL 4.19.1)
A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum
A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with
the bottom edge of the reflecting surface 35" maximum above the floor.
604 WATER CLOSETS & TOILET COMPARTMENTS
ANSI 604.3 - CLEAR FLOOR SPACE
A. Clear floor space for water closets not in stalls shall be provided as follows:
Front approach - 48" min. wide x 66° min. long
Side approach - 56" min. to front of toilet x 48" min. wide
Both approach - 60" min. wide x 56" min. long (Reference Detail 4.16)
B. No door swings are allowed in clear floor area.
56" MIN.
L °
Detail 4.16
12" HOLD
iv
0
[D
ANSI 604.4 - HEIGHT (REFERENCE DETAIL 4.16.2)
A. The height to the top of the toilet seat shall be 17" - 19" above floor.
1. Seats shall not be sprung to retum to a lifted position.
ANSI 604.5 - GRAB BARS (REFERENCE DETAILS 4.16, 4.16.2 & 4.16.3)
A. For water closets not located in toilet stalls, the following grab bars shall
be provided, 33" - 36' above the finish floor.
1. Side wall horizontal: 42" long minimum, hold 12" min. from back wall.
2. Side wall vertical: 18" high minimum, hold 39" min. from back wall.
3. Back wall: 36" long minimum, 12" minimum each side of water closet centerline.
Refer to 4.26 Grab Bars for size and structural elements.
ANSI 604.6 - FLUSH CONTROLS (REFERENCE DETAIL 4.16.3)
A. Controls shall be 44" maximum above the finish floor.
1. Lever controls or flush valves shall be mounted on the wide and open
side of toilet areas. Except in ambulatory accesisble compartments
- refer to IBC, WA State Amendments, section 1101.2.7.
2. Controls shall be hand operated or automatic.
3. Controls shall be operable with one hand and shall not require
tight grasping, pinching, or twisting of the wrist.
4. The force required to activate controls shall be no greater than 5Ibf.
ANSI 604.10.7 - DISPENSERS (REFERENCE DETAIL 4.16.2)
A. Toilet paper dispensers shall be installed on the side wall, and shall be
7" -9" maximum in front of the water closet measured to the centerline of
the dispenser. The outlet of the dispenser shall be 15 " -48" maximum A.F.F.
1. Dispensers that control delivery or do not permit continuous paper
flow shall not be used.
2. Operable parts shall be operable with one hand and shall not require
tight grasping, pinching or twisting of the wrist.
3. The force required to activate operable parts shall be 5 pounds max.
ANSI 604.8 - WATER CLOSETS
A. If toilet stalls are provided, then at least one shall be a standard toilet stall
complying with 604.8; where 6 or more stalls are provided in addition to the stall
complying with 604.9, at least one stall 36" wide with an outward swinging,
If- closing door and parallel grab bars shall be provided. Water closets in such stalls
shall comply with detail 4.16.
Detail 4.16.2
ANSI 605 - URINALS
Detail 4.16.3
Locate flush controls
on wide side
ANSI 605 - URINALS
A. If urinals are provided, then at least one shall comply with detail 4.18.
TAS SECTION 4.18.2 - HEIGHT (REFERENCE DETAIL 12.3.1)
A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17"
maximum above the finished floor. The rim shall extend a minimum of 14" from
TAS SECTION 4.18.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL 4.18.1)
A. A clear floor space 30" wide by 48" deep minimum shall be provided in
front of urinal to allow forward approach.
1. This space shall adjoin or overlap an accessible route.
2. Urinal shields that do not extend beyond the front edge of the
urinal rim may be provided with 29" clearance between them.
3. Urinals installed in alcoves deeper than 24" require a maneuvering
area of at least 36" minimum wide, centered on fixture.
TAS SECTION 4.18.4 - FLUSH CONTROLS (REFERENCE DETAIL 4.18.2)
A. Controls shall be 44" maximum above the finished floor.
1. Controls shall be hand operated or automatic.
2. Controls shall be operable with one hand and shall not require
tight grasping, pinching, or twisting of the wrist.
3. The force required to activate controls shall be no greater than 5 Ib..
48" MIN.
§.;r91
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Detail 4.181
L
Detail 4,18.2
the wall.
606 LAVATORIES
ANSI 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAIL 4.19.1 & 4.19.2)
A. Lavatories shall be mounted with the rim or counter surface no higher
than 34' above the finished floor.
1. Lavatories shall extend 17" minimum from the wall.
2. Clearance of 27" minimum shall be provided from the finished floor
to bottom of apron.
3. Knee clearance of 27" high minimum shall extend 8" minimum under the
edge of the lavatory, 30 wide minimum, and 19" deep minimum.
4. Toe clearance of 9" minimum shall be provided for the full depth of
the lavatory.
ANSI 606 - DEPTH
A. Each sink shall be a maximum of 6 -1/2" deep.
`2
clear
I floor
space
19"
48" Min.
8" Min
Max.
Detail 4.19.1
17" m*
Detail 4.19.2
ANSI 606.6 - EXPOSED PIPES AND SURFACES
A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise
configured to protect against contact.
B. There shall be no sharp or abrasive surfaces under lavatories.
ANSI 606.4 - FAUCETS
A. Controls shall be operable with one hand and shall not require tight
grasping, pinching, or twisting of the wrist.
B. The force required to activate controls shall be no greater than 5 Ib..
C. Lever - operated, push -type, and electronically controlled mechanisms are
examples of acceptable designs.
D. If self - closing valves are used the faucet shall remain open for 10
seconds minimum.
ANSI 606.7 - CONTROLS AND DISPENSERS
A. If controls, dispensers, receptacles, or other equipment are provided,
then at least one of each phall be on an accessible route nd shall
comply with detail 4.27 - (Controls & Operating Mechanisms).
ANSI 606.7 - OPERABLE PARTS
A. Operable parts on towel dispensers and hand dryers shall comply
with Table 606.7 (below).
Maximum
Reach Depth
0.5.
2'
5'
6'
9'
11'
Maximum
Reach Height
40'
41
40'
40'
36'
34
IBC with WA STATE AMENDMENTS 1101.2.7 - OPERABLE PARTS
A. Operable parts on drying equipment, towel or cleansing product
dispensers and disposal fixtures shall comply with ANSI Table
606.7 (above), except the maximum reach height shall be 40"
for reach depths less than 6".
905 STORAGE
DEPTH (REFERENCE DETAIL 4.25.1)
A. Storage areas may be 36" in depth or less. If more than 36" in depth
then area must allow 60' diameter of clear floor space for tuming.
ANSI 905.2 - CLEAR FLOOR SPACE: (REFERENCE DETAIL 4.25.2)
ANSI 905.3 - HEIGHT (REFERENCE DETAIL 4.25.3 & 4.25.4)
308.2.1 Where a forward reach is unobstructed, the high forward reach
shall be 48" maximum and the low forward reach shall be 15"
minimum above the floor.
308.2.2 Where a side reach is provided, accessible storage spaces shall be
48" maximum and 9" minimum A.F.F. Maximum height shall be
48° for an unobstructed side reach and 15" minimum AFF. For
side reach over an obstruction, maximum height shall be 46" and
maximum depth 24°, or maximum height of 34" and depth of 24 ".
A. Clothes rods or shelves shall be a maximum 54 above floor where a
side reach is required.
B. Where the distance from the wheelchair to the clothes rod or shelf
exceeds 10" (as at closets with inaccessible doors) the following
criteria shall be met:
1. Shelves: Reach: 21" maximum; height 48" maximum, 9" minimum.
2. Clothes rods: reach 21" maximum; height: 48" maximum.
ANSI 309 - HARDWARE
A. Hardware for accessible storage facilities shall be operable with one hand
and shall not require tight grasping, pinching, or twisting of the wrist.
B. The force required to activate the hardware shall be no greater than 5 Ib.
Detail 4.25,1
Detail 4.25.2
Detail 4.25.3
Detail 4.25.4
609 GRAB BARS
ANSI 609.3.2 - SIZE AND SPACING
A. Diameter or width of gripping surface shall be 1 -1/4" to 1 -1/2", or the
shape shall provide an equivalent gripping surface.
1. The space between grab bars and adjacent walls shall be 1 -1/2"
ANSI 609.8 - STRUCTURAL STRENGTH
A. Grab bars and mounting devices shall meet the following requirements:
609.8 Allowable stresses shall not be exceeded for materials used
where a vertical or horizontal force of 250 lbs. is applied at
any point on the grab bar, fastener mounting device, or
supporting structure.
1. Shear stress induced by application of 250 Ib. shall be less than
allowable shear stress for material used. If connection between grab
bar and mounting bracket is considered to be fully restrained, then
direct and torsional shear stresses shall be totaled for the combined
shear stress, which shall not exceed the allowable shear stress.
2. Shear force induced in a fastener or mounting device from
application of 250 Ib. shall be less than allowable lateral load of
either the fastener or mounting device or the supporting structure,
whichever is the smaller allowable load.
3. Tensile force induced in a fastener by a direct tension force of
250 Ib. plus the maximum moment from the application of 250 Ib.
shall be less than the allowable withdrawal load between the fastener
and the supporting structure.
609.6 Grab bars shall not rotate within their fittings.
ANSI 609.5 - EUMINATING HAZARDS
A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive
surfaces. Edges shall be rounded.
502/503 PARKING AND PASSENGER LOADING ZONES
ANSI 502 - PARKING SPACES
A. Accessible car parking spaces shall be 96" minimum in width.
Van parking spaces shall be 132" minimum in width.
EXCEPTION: Van parking spaces shall be permitted to be 96" minimum
in width where the adjacent access aisle is 96" minimum in width.
8. Parking access aisles shall be 60" wide.
Van accessible access aisles shall be 96" wide.
C. Surface slope shall not exceed 1:48 in all directions
(Note : no built up curb ramp may be located in an accessible parking
access aisle.)
ANSI 502.7 - SIGNAGE
A. Each accessible parking space must have individual vertically mounted
or suspended sign. Required van accessible spac es must be designatred.
B. Characters andsymbols on such signs shall be located 60" minimum
above the ground.
503.5 - VERTICAL CLEARANCE
A. Provide minimum vertical clearance of 114 at accessible passenger
loading zones and along at least one vehicle access route from site
entrances and exits.
ANSI 503 - PASSENGER LOADING ZONE
A. Passenger loading zones shall provide an access aisle at least 60"
wide and 20 ft long adjacent and parallel to the vehicle pull -up space.
If there are curbs between the access aisle and the vehicle pull-up
space, then a curb ramp complying with 4.7 shall be provided. Vehicle
standing spaces and access aisles shall be level with surface slopes not
exceeding 1:48 in all directions.
702 ALARMS
ANSI 702.1 - GENERAL
A. When required, visual alarms shall be provided in each of the following
areas, as a minimum: rest rooms and any other general usage areas
(e.g., meeting rooms), hallways, lobbies, and any other area for
common use.
NFPA 72 - AUDIBLE ALARMS
A. If provided, audible alarms shall produce a sound that exceeds the
prevailing equivalent sound level in the room or space by at least 15 dba
or exceeds any maximum sound level with a duration of 60 seconds by
5 dba, whichever is louder.
8. Sound levels for alarm signals shall not exceed 120 dba.
NFPA 72 - VISUAL ALARMS
A. Visual alarm signal appliances shall be integrated into the building or
facility alarm system. If single station audible alarms are provided then
single station visual alarm signals shall be provided.
Visual Alarm appliances shall have the following features:
1. The lamp shall be a xenon strobe type or equivalent.
2. The color shall be clear or nominal white (i.e. unfiltered or clear
filtered white light).
3. The maximum pulse duration shall be two - tenths of one second with
a maximum duty cycle of 40 %. (The pulse duration is defined as
the time interval between initial and final points of 10% of max signal)
4. The intensity shall be a minimum of 75 candela.
5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz
6. The appliance shall be placed 80" above the highest floor level within
the space or 6' below the ceiling, whichever is lower.
a. In large rooms and spaces exceeding 100' across, without
obstructions 6' above the finished floor, such as auditoriums,
devices may be place around the perimeter, spaced a maximum
100' apart, in lieu of suspending appliances from the ceiling.
7. In general, no place in any room or space shall be more than 50'
from the signal (measured in a horizontal plane).
8. No place in common corridors or hallways shall be more than 50'
from the signal.
703 SIGNAGE
WHERE APPLICABLE
A. Signs which designate permanent rooms and spaces shall comply with the
requirements listed below for.
1. Raised and Braille Characters, and Pictograms
2. Finish and Contrast
Exception: Employee name signs are not
required to comply.
WHERE APPLICABLE
A. Signs which provide direction to, or information about, functional spaces of
the building shall comply with the requirements listed below for
1. Character Proportion
2. Character Height
3. Finish and Contrast
Exception: Building directories, menus, and all other signs which are
temporary are not required to comply.
WHERE APPUCABLE (REFERENCE DETAIL 4.30.1)
A. Element and spaces of accessible facilities which shall be identified by the
Intemational Symbol of Accessibility are:
1. Parking spaces designated as reserved for persons with disabilities.
2. Accessible passenger loading zones.
3. Accessible entrances when not all are accessible (inaccessible
entrances shall have directional signage to indicate route to
nearest accessible entrance).
4. Accessible toilet and bathing facilities when not all are accessible.
ANSI 703.2.4 & 703.2.5 - CHARACTER PROPORTION (REFERENCE DETAIL 4.30.2)
Height: The uppecase letter "i shall be used to determine the
allowable height of all characters of a font and shall be a
minimum of g' and 2" maximum.
EXCEPTION: Where separate tactile and visual characters with the
same information are provided, the height of the tactile upper
case letter "i shall be permitted to be 3" minimum.
ANSI 703.2.4 & 703.2.5 - CHARACTER PROPORTION (CONT.)
A. Width: The uppercase letter "0" shall be used to determine
the allowable width of all characters of a font, and shall be
55% min. and 110% max. of the height of the uppercase "I"
of the font.
OVERHEAD SIGNS
A. Characters and numbers on overhead signs shall be sized
according to the viewing distance from which they are to be read.
1. For signs higher than 70" A.F.F., character size shall be 2"
minimum plus " per foot of viewing distance above 15 feet.
2. The minimum height is measured using an upper case letter
"Ir.
3. Lower case letters are permitted.
ANSI 703.4 - TACTILE, BRAILLE, & PICTOGRAMS
A. Letter and numerals shall be raised 1/32', upper case, sans serif
and shall be accompanied by grade 2 Braille.
1. Raised character height: " minimum to 3" plus r per foot of
viewing distance above 21 feet.
2. Pictograms shall be accompanied by the equivalent verbal
description placed directly below the pictogram.
3. The border dimension of the pictogram shall be 6" min. in height.
ANSI 703.3.12 - FINISH AND CONTRAST
A. Characters and their background shall have a nonglare finish.
characters shall contrast with their background, with either light
characters on a dark background, or dark characters on a light
background.
ANSI 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL 4.30.3)
A. Characters and their background shall have a nonglare finish.
characters shall contrast with their background, with either light
characters on a dark background, or dark characters on a light
background.
B. Where there is no wall space to the latch side of the door, including at
double -leaf doors, signs shall be placed on the nearest adjacent wall.
C. Tactile characters shall be 48" minimum above the floor,
measured to the baseline of the lowest tactile character and 60"
maximum above the floor, measured to the baseline of the
highest tactile character.
D. Mounting location for such signage shall be so that a person may
approach within 3" of signage without encountering protruding objects
or standing within the swing of a door.
IBC with WA STATE AMENDMENTS 1101.2.9 - INTER■A11ONAL SYMBOL OF ACCESSIBILITY
A. Where the International Symbol of Accessibility is required, it shall
be proportioned complying with ANSI Figure 703.6.3.1. All interior
and exterior signs depicting the International Symbol of Accessibility
shall be white on a blue background.
L�
6%.
International Symbol
of Accessibility
Detail 4.30.
w
w
1,5 W
U
w
CO
c?
0
Q
Light switch
Thermostats, Etc.
7,2v
11
(1.0
VE\
.. :t :'
Letter & numbers on signs shall have a width
to height ratio of between 3:5 & 1:1 and
a stroke - width to height ratio between
1:5 & 1:10. Letters and numbers shall be raised
1/32", upper case, sans serif or simple serif
type and shall be accompanied with
grade 2 Braille, raised characters shall be at
least 5/8" - 3" high plus 1/8" per foot of
viewing distance above 21 feet.
Detail 4.30.2
8" MAX
nta
Detail 4.30.3
902 DINING SURFACES & WORK SURFACES
Convenience Outlets
Data, Tel., Etc.
AREVIEu ED FOR
CODE COMPLIANCE
OCT 0 2010
City of Tukwila
BUILDING DIVISIf \I
ANSI 902.2 - SEATING
A. If seating spaces for people in wheelchairs are provided at fixed tables or
counters, clear floor space of 30" x 48° shall be provided. Floor space
shall not overlap required knee space by more than 19"
ANSI 902.3 - KNEE SPACE
B. If seating for people in wheelchairs is provided at fixed tables or
counters, knee space at least 27" high, 30" wide and 19" deep shall be
provided.
ANSI 902.3- HEIGHT OF TABLES OR COUNTER
C. The tops of accessible tables and counters shall be 28" minimum, and
34" maximum, above the finished floor.
RECEIVED
SEP 23 2010
PERMIT CENTER
2505 Third Avenue
Suite 324
Seattle, WA 98121
206_720.7001 phone
206.720.2949 fax
www.craftarchitects.corn
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TUKWILA, WA 98168
CONSULTANT
7052
REGISTERED
ARCHITECT
1th» .1
Rw' a
KATHRY M. CRAFT
STATE Of WASHINGTON
REVISIONS:
SHEET TITLE: ADA ACCESSIBILITY
STANDARD
DATE:
DESIGN:
09/07/10
DRAWN:
KEW
PROJECT NO:
10 -285
APPROVED:
KC
ORIGINAL DRAWING IS 24" x 36 ".
SCALE ENTITIES ACCORDINGLY IF REDUCED
SHEET NO:
T1.2
COPYRIGHT CRAFT ARCHITECTS 2010
09/22/10 - 5:04pm 10 -285 A21.dwg
1' -0"
40' -4"
20' -O"
20' -4"
SIM.
1018
PROCESSING ROOM 1
103
11' -0" W X 5' -8" H
COORDINATE LOCATION
WITH TENANT
PROCESSING ROOM 2
102
1036'.;
PACKAGING ROOM
101
®TYP.
101A
11
C3D
ENLARGED FLOOR PLAN
I/8 " =1' -0'
NORTH
EIEXI
6'-0"
7'-8"
6' -0" 6' -0"
7' -8"
6' -0"
PROCESSING ROOM 1
103
PACKAGING ROOM
101
PROCESSING ROOM 2
r 102
EIEX111
89
(6)
ENLARGED REFLECTED CEILING PLAN
1 I/8 " =1' -0"
NORTH
GENERAL NOTES:
1. ALL EXISTING BUILDING COLUMNS, EXTERIOR /INTERIOR
WALLS, EXTERIOR /INTERIOR WINDOWS, CEILING GRID, LIGHT
FIXTURES AND STRUCTURAL MEMBERS TO REMAIN, U.O.N.
2. ALL FLOORS TO REMAIN AS EXISTING U.O.N.
3. FOR EGRESS AND ACCESSIBILITY COMPLIANCE REFER TO
SHEET T1.2 & T1.1
4. ALL EXISTING BUILDING COLUMNS, EXTERIOR /INTERIOR
WALLS, EXTERIOR /INTERIOR WINDOWS, CEILING GRID, LIGHT
FIXTURES AND STRUCTURAL MEMBERS TO REMAIN, U.O.N.
5. EACH ROOM SHALL HAVE SEPARATE SWITCHING BY
ELECTRICAL DESIGN /BUILD TO MEET WSEC 1513
LEGEND:
EIEXI11
EXISTING INTERNALLY LIGHTED EXIT
SIGNAGE W/ BATTERY BACKUP PER IBC
SECTION 1011
EXIST. WALLS TO REMAIN
NEW PARTITION WALL
NEW STRIP CURTAIN DOORWAY
SEE A5.1 DOOR /OPENING SCHEDULE
1X4 FLUORESCENT LIGHT FIXTURE W/
WRAP AROUND ACRYLIC LENS
1X4 FLUORESCENT LIGHT FIXTURE W/
WRAP AROUND ACRYLIC LENS.
NIGHT LIGHT PROVIDING AT LEAST AN
AVERAGE 1 FOOT- CANDLE AND A
MINIMUM AT ANY POINT OF 0.1 FOOT
CANDLE MEASURED ALONG THE PATH OF
EGRESS AT THE FLOOR LEVEL. (IBC
SECTION 1006)
KEY NOTES: <>
1. 10' -0" VERTICAL OPENING IN WALL
2. INSULATED METAL PANEL CEILING GRID, TYP.
3. PROVIDE PAINTED DEMARCATED, MINIMUM 44" WIDE, AISLE ON FLOOR TO
LEAD DIRECTLY FROM PROCESSING ROOMS TO THE EXIT WITHOUT
OBSTRUCTIONS. DENOTE ON FLOOR "EXIT AISLE DO NOT OBSTRUCT."
4. COORDINATE EXACT LOCATION OF EMERGENCY ILLUMINATED LIGHT FIXTURES
WITH EXISTING LIGHT FIXTURES. ADJUST LOCATION AND QUANTITY TO
PROVIDE A MINIMUM AT ANY POINT OF 0.1 FOOT CANDLE
MEASURED ALONG THE PATH OF EGRESS AT THE FLOOR
LEVEL. (IBC SECTION 1006)
i REVIEUYED
CODE COMPLIANCE SCE DATE:
DESIGN:
2505 Third Avenue
Suite 324
Seattle, WA 98121
206.720.7001 phone
206.720.2949 fax
www.craftarchitects.com
CONSULTANT
7052 REGISTERED
ARCHITECT
KATHRYN M. CRAFT
STATE OF WASHINGTON
REVISIONS:
09/23/10 CITY COMMENTS
SHEET TITLE:
ENLARGED FLOOR
PLAN /REFLECTED CEILING PLAN
OCT 0 2010
City of Tukwila
BUILDING DIVISION
RECEIVED
SEP 2 3 2010
PERMIT CENTER
09/07/10
DRAWN:
PROJECT NO:
APPROVED:
KEW
10 -285
KC
ORIGINAL DRAWING IS 24" x 36 ".
SCALE ENTITIES ACCORDINGLY IF REDUCED
COPYRIGHT CRAFT ARCHITECTS 2010
09/22/10 - 4:52pm 10 -285 A51.dwg
HEAD DETAIL
1 -1 /2 " =1' -0"
JAMB DETAIL
1- 1/2 " =1' -0"
3 -1/2" X 3 -1/2" X 3/16"
HSS
WELD TO COLUMNS AT JAMB
3 -1/2" X 3 -1/2" X 3/16"
HSS
BOLT TO EXISTING SLAB
DOOR TYPES
DOOR /OPENI
\G /RELITE SCHEDULE
OPE \I \GS
FRAVES
DETAILS
\0.
TYPE
W x H
TH<
v1ATL
GL
I \SUL
HDW
FI\
TYPE
vATL
FIN
HD
JAvB
REVAR <S
101A
3
6'0 "X10'0"
1 3/4"
MTL
PLASTIC
-
-
FF
1
SST
FF
-
-
101 B
1
12'0 "X10'0"
-
VINYL
-
-
-
FF
1
SST
FF
14/A5.1
13/A5.1
102A
2
3'0 "X8'0"
1 3/4"
MTL
PLA C
-
-
FF
1
SST
FF
-
-
102B
2
3'0 "X8'0"
1 3/4"
MTL
PLASTIC
-
-
FF
1
SST
FF
-
-
103B
1
VIN
-
-
FF
1
SST
FF
14/A5.1
13/A5.1
12'0 "X10'0"
-
PER DOOR SCHEDULE
3
SLIDING
STRUCTURE ABOVE
WAREHOUSE SPACE
PER DOOR SCHEDULE
2
IMPACT
STRUCTURE ABOVE
ABOVE FLOOR
PER SCHEDULE
PER SCHEDULE
STRIP CURTAIN
/
1
/
/
I I . I I
II II
I I I / I I I
I I/ I Ii I I I
1
1
1
/
/
1
1
/
1
1
/
MANUFACTURING SPACE
PERIMETER IMP PARTITION
1-1/2"=V-0"
MANUFACTURING SPACE
4" INSULATED METAL PANEL
4" INSULATED METAL PANEL
EXISTING CONCRETE SLAB
1/4 "X 1 1/4" LONG NAIL -IN
ANCHOR @ 24" 0.C.
MANUFACTURING SPACE
18 GA. GALV. (26 GA. WHITE
OPTIONAL) BASE CHANNEL W/
#8 SCREWS @ 12" 0.C.
INTERIOR IMP PARTITION
1- 1/2 " =1' -0"
FRAME TYPE
J
W
U
W
PER SCHEDULE
EITHER SIDE OF PANEL
6
TYP PANEL JOINT
1 1/2"=1 '-0"
VAPOR BARRIER
ON WARM SIDE TYP
26 GA. PRE - FINISHED
STAINLESS STEEL TRIM
CLOSURE W/ #8 X 3/4" SHT.
MTL SCREWS @ 12" 0.C. TYP
AT IMP CEILING PANEL
CONDITION.:
PROVIDE VERTICAL SUPPORT
WITHIN 2' -0" OF EDGE
INSULATED METAL PANEL WALL
CONT. 2" X 2" X 18 GUAGE S S
ANGLE ATTACHED WITH #8 X
3/4" S.S. SCREWS AT 12" 0.C.
CONT. 2" X 2" X 26 GA
PRE - FINISHED STAINLESS STEEL
TRIM W/ #10 X 3/ 4" S.S.
SCREWS AT 12" 0.C. IN EACH
LEG
a r c h i t e c t s CP/err
2505 Third Avenue
Suite 324
Seattle: WA- 98 1 2 1
206.720.7001 phone
206.720.2949 fax
www.craft arc hitects.corn
TUKWILA, WA 98168
CONSULTANT
REVISIONS:
/ \ 09/23/10 CITY COMMENTS
INSULATED
METAL PANEL SHEET TITLE:
CONT. THERMAL
BREAK & DOOR SCHEDULE
� EVCS,. D M�0 1,
FOAM IN P GEODE CO �P I ,IE DATE:
ALL GAPS /q) t
OCT 0P, ?W U]
DETAILS
DESIGN:
09/07/10
DRAWN:
KEW
STAINLESS S.EEL C� �dl�915? PROJECT NO:
EXPANSION nnu rirt\V1 /, roli ni,1 10 -285
ANCHORS i F
24" O.C. APPROVED:
(TYPICAL AT ALL TRIM EDGES)
T CORNER CONNECTION
1 1/2"=1 '-0"
RECEIVED
SEP 2 3 2010
PERMIT CENTER
KC
ORIGINAL DRAWING IS 24" x 36 ".
SCALE ENTITIES ACCORDINGLY IF REDUCED
SHEET NO:
A5.1
COPYRIGHT CRAFT ARCHITECTS 2010