HomeMy WebLinkAboutPermit D02-316 - AG INDUSTRIES - STORAGE RACKSD02-316
AG Industries
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t o a c� r C i ty r t • . of Tukwila To
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Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
DEVELOPMENT PERMIT
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Parcel No.: 7888900010 Permit Number: D02 -316 ' ,F Z •
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Owner: 2 y}-
Name: CAMPBELL JAMES ESTATE OF Phone: g J
Address: ATTN: CLAVERIA FAE, 1001 KAMOKILA BLVD N
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Contact Person: y 1 _
Name: TOM WIER Phone: 425 485 -8589 Z f-
Address: 14233 NE 200TH, WOODINVILLE, WA
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Contractor: W
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Name: WM A GORE CO INC Phone: 425- 485 -8589 0 N
Address: 14233 NE 200, WOODINVILLE WA 0 F-
Contractor License No: WMGORCI096B3 Expiration Date: 04/15/2003 = W .
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DESCRIPTION OF WORK: L- O
INSTALLATION OF 3 COMPLETE ROWS OF RACKS AND 1 PARTIAL ROW. ROWS WILL BE A MINIMUM OF 12 FEET APART. t.. Z
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Value of Construction: $0.00 Fees Collected: $164.96 .
Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997
Type of Construction: Occupancy per UBC: 0025
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Public Works Activities: . .
Curb Cut/Access /Sidewalk/CSS: N }
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation: N
Moving Oversize Load: N Start Time End Time: ; '
Sanitary Side Sewer: N
Sewer Main Extension: N Private: N Public: N , �. ' ;
Stor Drainage: N ' " ,
Street Use: N ;tf� '
Water Main Extension: N Private: N Public: N ; f ' ' 4
Water Meter: g
Channelization / Striping: . a
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doc: Devperm D02 -316 Printed: 10 -21- 2002
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City of T ukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431 -3670
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Permit Center Authorized Signature: kith/ { 0 (f Date: 1 0-0-1-0-2-- , 1- W
hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and 6 U
ordinances governing this work will be complied with, whether specified herein or not. 0 u) 0
I The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws CO H
regulating construction or th erformance of work. I m authorized to sign and obtain this development permit. rn
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� � Signature: ( ,�.,, a €( Date: ( C Z 2
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I Print Name: 171 j ,i U .. Li l iii Z�
- 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. _ Z O
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doc: Devperm D02 -316 Printed: 10 -21 -2002 - T k F
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City of T ukwila
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Department of Community Development / 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
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Parcel No.: 7888900010 Permit Number: D02 -316
et 2
Address: 18404 CASCADE AV S TUKW Status: ISSUED J D
Suite No: Applied Date: 10/03/2002 U O
Tenant: A G INDUSTRIES Issue Date: 10/21/2002 u) 0
1: ** *BUILDING DEPARTMENT CONDITIONS * ** O
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2
3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These g 5
{ documents are to be u-
i maintained and available until final inspection approval is granted. = d
4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as F- _
amended, Uniform Mechanical Code z 1—
(1997 Edition), and Washington State Energy Code (1997 Edition). Z O
5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a In Lil
permit for, or an approval D CI
of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to 0 0
give authority to violate p H or cancel the provisions of this code shall be valid. W w ,
6: ** *FIRE DEPARTMENT CONDITIONS * ** H 0
7: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: LI p
8: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. uj Z
The extinguisher(s) U
should be of the "All Purpose" (2A, 10B:C) dry . chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3- ~ O I-
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9: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses.
The hanger or bracket
shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher
shall be installed so that k
the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the
floor shall not be less
than 4 inches.
10: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign
stating, "Fire
Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1)
11: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5)
12: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month
and year that the -r '
inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six �` ,
years, dry chemical and halon ;a ;., •„VI,:
type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly i`k7?y
and yearly inspections p „041 ' y
of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will ° y
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be required to �:-:
conduct these required surveys. (NFPA 10, 4 -3, 4- 4)A.x.
13: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel l'- - r:� = '
shall also comply with ;y ` `'.
the Building Code requirements for accessibility. (UFC 1204.1)' "
14: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be tX '
doc: Conditions D02 -316 Printed: 10 -21 -2002 . a
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( ; 'CITY O F TUI�VILA Permit Center Pro ect Number:
. 6300 Southcenter Blvd., Suite 100
Ilk, t`s Tukwila, WA 98188 Permit Numb � r: (206) 431 -3670 0 2 -7 t
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
Project Name /Tenant: - Value of Construction: ° "
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- OS �eL _? SD a,
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Site Addre s nclude suite n ber) [f�I - C+tp /Zi ;� Tax Parcel.Number: , �
K 7by C�5CaJe i l G'e .S la ( /jr�r'8811 el0
Property Ovyper: C'� i l �` Phone:
-Dy k e si 4 P lt 5 YZs - �6 i ci 4
Street Address. t St t /Zip: Fax #:
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Contractor: w 1 m . _ / n 1 9 8.0 OS Phone:yZ 5 _ y s_ _ s_5 '"
Street Address: City ` St�a� /Zi Fax #:
1 `f 2-3 3 p 2-06 I' aj trb t iA v ( �( (.cam (0 o f ZC Y C' S ;30 c Y
Architect: Phone:
Street Address: City State/Zip: Fax #:
Engineer: Phone:
Street Address: City State /Zip: Fax #: Z
Contact Person: (.60.--)Ca Phon p n• j— W CL
Street Address: (J V " ` City State /Zip: Fax O
1 V2-3 3 UV . zen .- 6000 i w y ( (e ( US ` e- 0-TY �'�-- Y�S - 30 Co & o
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Description of work to be done (please be specific): a. mas) w 1
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/ \A- e-zr - Par . e " : t * Ls- C-'4,
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Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family `E arehouse ❑Hospital g n-
El Church ❑ Manufacturing ❑ Motel /Hotel • Office U
❑ School /College /University ❑ Other = W
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Proposed use: ❑ Retail ❑ Restaurant •❑ Multi - family Warehouse 71 Hospital 1...
El Church ❑Manufacturing ❑ Motel /Hotel ❑Office Z O-
❑ School /College /University ❑ Other W w
Building Square Feet: existing No. of Stories: 1 Area of construction (sq ft): 7( 1 2 Q to
Will there be a change of use? ❑ yes 7 no If yes, extent of change: (Attach additional sheet if necessary) w w
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Will there be rack storage? /g1 yes ❑ no u..,
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Existing fire protection features: sprinklers 11 automatic fire alarm ❑ none ❑ other (specify) u)
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Will there be storage of flammable/combustible hazardous material in the building? ❑ yes ' _ no p I—
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Z
APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone El Hauling
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: i _ . -1
❑ Miscellaneous 11 .
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
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possible revision by the Permit Center to,comply with current fee schedules. '
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The
building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in �_ ;
Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
Date application accepted: Date application expires: Application taken by: (initials)
/b -- 3 --() 2- /- : -e3 tzsves, MIMI l
PLEASE SIGN BACK OF APPLICATION FORM r"s
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11 /30/00 —
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APPLICATI S MUST BE SUBMITTED WITH THICLLOWING:
• ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL
ENGINEER OR CIVIL ENGINEER
• ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
• BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Complete Legal Description
❑ El Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include : •
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use
only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, z
identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use I W
only) Q � Q
11. Location and gross floor area of existing structure with dimensions and setback U
12. Lowest finished floor elevation (if in flood control zone) 0 0
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). u w
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled w = IA
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w O
any hazardous materials; dimensions of proposed tenant space.
❑ ❑ Vicinity Map showing location of site u>
❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of i - O
rack. Structural calculations are required for rack storage eight feet and over. w
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❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished 2 p
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❑ ❑ Construction details p U)
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❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water U
supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed u-
sprinkler system design criteria as identified by the Fire Department. . . z
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. H H
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❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). z
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of Public
Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor
has been selected at time of application a copy of this license will be required before the permit is issued
OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State
of Washington, a notarized letter from the property owner authorizing t he agent to submit this permit application and obtain the permit will ' I
g p p Y g g p Pp p
be required as part of this submittal
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 OWN R AUTHORIZED AGENT:
Signature: � `� ).(u).\ Date: /0 ._ 3 ,_ 2 AIM I
Print name : - 0 1,(n,C.e. 5 I L , � ) c . t (Z Phone : gziS __y .4 _,s ) Fax #: � / Z S (as-- - r0 6,)„ Address ( N Z.0 a�'- ( City /S OZd� w ✓ l f lit �d U MINN IBM
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cipernd►.doc 'UM
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6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 •
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RE CEIPT , Z
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Parcel No.: 7888900010 Permit Number: D02 -316 U p
Address: 18404 CASCADE AV S TUKW Status: PENDING N W
Suite No: Applied Date: 10/03/2002 j H
Applicant: A G INDUSTRIES Issue Date:
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i STATE BUILDING SURCHARGE 000/386.904 4.50
1 Total: 164.96 1
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doc: Receipt Printed: 10 -04 -2002 7!7[1:
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Inspector: Date//{.07 a-,,Jr
$47. EINSPECTI I p FEE REQUIRED. Prior to ins ection, fee must be 7 " ` {�f;
paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
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,,_ .4 Receipt No.: Date: ; :
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I INSPECTION RECC- �� J
Retain a copy with permit , &' �1 W LL
INSPECTION NO. PERMIT NO. W O
1 CITY OF TUKWILA BUILDING DIVISION ' V 2
6300 Southcenter Blvd., #100, Tukwila, WA 98188 52 6 )431 -3670
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Proje Type of Inspect'�� a� cn
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I Ad Tess fyf &0 Date Called: /0 /d / /OZ Z =
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Special Instructions: Date Wanted: a m. Z g 7...( I - /a `�� p • y W W
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1 , El Approved per applicable codes. Corrections required prior to approval. LL 1-'
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. COMMENTS: .ii Z
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} Inspector: 'f� r .
I E$47.00 REINSPECTION 6 E REQUIRED. Prior to inspection, fee must be ` , ,,-
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , - fry
j Receipt No.: Date: �.: +
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01 et- City of Tukwila
John W Rants, Mayor
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Fire Department Thomas P. Keefe, Fire Chief
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TUKWILA FIRE DEPARTMENT 6
FINAL APPROVAL FORM -J
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Permit No. OOD---3/k. -J
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Project Name A .i4, , u_ <
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Address 6' ( I ° (ci rt, A Suite #
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Retain current inspection schedule 2
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Needs shift inspection
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Approved with correction notice issued
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Sprinklers:
Fire Alarm:
Hood & Duct:
Halon: • , Monitor:
Pre-Fire:
Permits:
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Authorized Sign ure Date sAAil6
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FINALAPP.FRM T.F.D. Form F.P. 85
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Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575•4439 Ezaj,.
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NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
v _.,,,,,, ,- ----,1_, THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
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Calculations for :
AG INDUSTRIES Z .
TUKWILLA,
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Cold Formed Channel
Depth 3.000 in Fy = 50 ksi
Flange 3.000 in
Lip 0.750 in
Thickness 0.0750 in COLUMN SECTION Z
R 0.1000 in S
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Blank = 9.96 in wt = 2.5 plf
A = 0.747 in2 6 5 '
Ix = 1. 191 in4 Sx = 0.794 in3 Rx = 1.263 in U O
Iy = 0.935 in4 Sy = 0.544 in3 Ry = 1.119 in N O -
a 2.6500 Web w/t 35.3333 OW
a bar 2.9250 Flg w/t 35.3333 . h •
b 2.6500 x bar 1.2423 Q LL
b bar 2.9250 m 1.6690 W O
c 0.5750 x0 - 2.9114 2
c bar 0.7125 J 0.0014 u..<
u 0.2160 x web 1.2798
gamma 1.0000 x lip 1.7202 N d
R' 0.1375 h/t 38.0000 F- _
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Section Removing: Z O0
0.640 inch slot 0.75 inches each side of center on web Z W
0.375 inch hole 0.87 inches from web in each flange ? Q
A- = 0.152 in2 A' = 0. 595 in2 U
x bar = 1.478 in O -_
I'x = 1.014 in4 S'x= 0.676 in3 R'x= 1.305 in 0 H-
I'y = 0.743 in4 S'y= 0.476 in3 R'y= 1.117 in = U.
LL F- .
f Cold Formed Channel Z
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Depth 1.500 in Fy = 50 ksi 1 H
Flange 1.250 in Z
Lip 0.000 in
Thickness 0.0750. in BRACE SECTION -
R 0.1000 in.
Blank = 3.73 in wt = 1.0 plf .
A = 0.280 in2'
Ix = 0.106 in4 'Sx = 0.141 in3 Rx = 0.614 in
Iy = 0.046'in4 Sy = .0.056 in3 Ry = 0.403 in .
a "'1.1500 - Web w/t 15.3333
a bar 1.4250 •• Flg w/t 14.3333
b 1.075,0 x bar 0.3946
b bar 1.2125 • m 0.5298
c 0.0000 . x0 - 0.9244
c bar 0.•00.00 , , J 0.0005
u 0.2160 x web 0.4321 �� ' I.
gamma 0.0000 x lip 0.8179 ':' .t q
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R' 0.1375 h/t 18.0000 =r'..., , .,
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Cold Formed Section
HEIGHT OF BEAM 4.000 INCHES
. MAT'L THICKNESS 0.075 INCHES Z
INSIDE RADIUS 0.100 INCHES LOAD BEAM < •
WIDTH 2.750 INCHES t i� Z •
STEEL YIELD 50.0 KSI ft
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STEP 1.625 INCHES HIGH 1.000 INCHES WIDE U O .
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ABOUT THE HORIZONTAL AXIS ABOUT THE VERTIC Wu.)
L Y LY LY2 Ii X LX J H
LONG SIDE 3.6500 2.0000 7.3000 14.6000 4.0523 0.0375 0.1369 N U.
TOP 1.4000 3.9625 5.5475 21.9820 0.0000 0.8750 1.2250 ul
d o I ' C..V 4l'w� r v ,,,,,,,r.., --,� RECEIVED xr,,.�
�, ,,.t�,,� CITY OF TUKWILA '' Lion
OCT 0 3 2002 ,, k.�4 .
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BEAM END CONNECTOR
COLUMN MATERIAL THICKNESS = 0.075 IN
LOAD BEAM DEPTH = 4 IN
TOP OF BEAM TO TOP OF CONN= 0.000 IN
WELD @ BTM OF BEAM = 0.000 IN Z
LOAD = 3000 LBS PER PAIR
I CONNECTOR VERTICAL LOAD = 750 LBS EACH •
H Z
LU
RIVETS 2
W
3 RIVETS @ 2 " oc 0.4375 " DIA A502 -2 J U ,
1st @ 1 "BELOW TOP OF CONNECTOR 0 0
AREA = 0.150 IN2 EACH Fv = 22.0 KSI cn 0
Vcap = 3.307 KIPS EACH RIVET 11.1:r
BEARING Fb = 65.0 KSI .../ p. _
BRG CAP= 2.133 KIPS EACH RIVET N L
WO
TOTAL RIVET VERTICAL CAPACITY = 6.398 KIPS 12% 2
r g <
CONNECTOR
6 " LONG CONNECTOR ANGLE Fy = 50 KSI CO d
1. " x 3" x 0.1875 " THICK Z w
Z -
S = 0.131 IN3 Mcap = 3.924 K- IN
' 1- O
, W/ 1/3 INCREASE = 5.232 K -IN
RIVET MOMENT RESULTANT (go 0.9 IN FROM BTM OF CONN W ? .
M = PL L = 1.1 IN
Pmax = Mcap /L = 4.756 KIPS U N `
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RIVET LOAD DIST MOMENT W -
P1 2.844 4.100 11.659 RIVET OK = V `
P2 1.457 2.100 3.059 F- 1-
, P3 0.069 0.100 0.007 O.
P4 0.000 0.000 0.000 W N
TOTAL 4.370 14.725 CONNECTOR OK U =
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WELDS .Z
0.125 " x 4.000 " FILLET WELD UP OUTSIDE
0.125 " x 2.375 " FILLET WELD UP INSIDE
0.125 " x 1.625 " FILLET WELD UP STEP SIDE
0 " x 1.000 " FILLET WELD STEP BOTTOM ,
0 " x 2.750 " FILLET WELD ACROSS BOTTOM •
I 0 " x 1.750 " FILLET WELD ACROSS TOP •
USE EFFECTIVE 0.075 " THICK WELD
' L = 8.00 IN A = 0.600 IN2
' S = 0.400 IN3 Fv = 26.0 KSI
Mcap = 10.40 K -IN W /1/3 INCR= 13.87 K -IN
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In Upright Plane SINGLE ROWS
Seismic Load Distribution •
per 1997 UBC Zone 3
Z = 0.30 1.33 Allowable Stress Increase
I = 1.00 R = 4.4 Z
', Ca = 0.36 V = (2.5 *Ca *I) /(R *LF) *W ~'
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LF = 1.4 reoc
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In Upright Plane SINGLE ROWS
Seismic Load Distribution TOP LOAD ONLY
per 1997 UBC Zone 3 Z
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Z = 0.30 1.33 Allowable Stress Increase ;• W •
I = 1.00 R = 4.4 CL . '
Ca = 0.36 V = (2.5 *Ca *I) /(R *LF) *W W C
LF = 1.4 U O
Weight CO 0
60 # per level frame weight J = .
co F-
LL
WO
Columns Q 44 " 2
Levels Load WiHi Fi FiHi Column: u_ Q
(inches) ( #) (k - in) ( #) (k - in) C 3.000x 3.000x 0.075 d
144 3060 441 451 65 = W
72 60 4 4 0 Z =
0 0 0 0 0 KLx = 72 in
0 0 0 0 0 KLy = 40 in z-
0 0 0 0 0 A= 0.595 in W W
0 0 0 0 0 Pcap = 18003 lbs j 0
= = == = = == = = == = = == U N
3120 445 456 65 Column p H 17% Stress -
Max column load = 3045 # H U
Min column load = 75 # LL,!-
-O
..z MI
Overturning U I
OTM = 65.3 K -IN X 1.15 = 75.1 K -IN p F-,
RM = 68.6 K -IN . .
REQUIRED HOLD DOWN = 0.15 KIPS _ .
Anchors: Special Inspection(Y or N)? NO 2
T = 147 # 2 \.
2 0.5 " diameter Hilti -KB II '
3.5 "embedment in 2000 psi concrete •
Tcap = . 2333 # 6% Stressed
V = 228 # per leg Vcap = 4907 # = 5% Stressed
COMBINED = 2% Stressed
Braces:
Brace height = 40 " r :.
Brace width = 44 "
Length = 5 9 " �,10:!!: : l v
g ;•
P = 616 #
Use : C 1.500x 1.250x 0.075 ;`i
A = 0.280 in 1,: ; .
L / r = 147 .v.- rlA ,
Pcap = 2608 # 24% ri 4
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PAGE 1
MSU STRESS -11 VERSION 9/89 - -- DATE: 09/30/:2 - -- TIME OF DAY: 15:05:56
INPUT DATA LISTING TO FOLLOW:
Structure Storage Rack in Load Beam Plane 2 Levels Z
Type Plane Frame Q
Number of Joints 10 , = Z
Number of Supports 6 C4 W
/
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PAGE 2
' MSU STRESS -l1 VERSION 9/89 - -- DATE: 09/30/:2 - -- TIME OF DAY: 15:05:56
1 5 Force X 0.105 ,
7 Force X 0.053
8 Force X 0.105
Solve
PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED Z
■ = W • .
CL
Seismic Analysis per 1997 UBC V
0
cn W
wi di widi2 fi fidi _i H
# in # Wu.
3060 0.8181 2048 106 86.7 41 106 WO
3060 1.0264 3224 210 215.5 81 210 2 , ,
0 0.0000 0 0 0.0 0 0
J
0 0.0000 0 0 0.0 0 0 N D
0 0.0000 0 0 0.0 0 0 = C�
0 0.0000 0 0 0.0 0 0 f' _
Z
6120 5272 316 302.3 316 Z O
0
g = 32.2 ft /sec2 T = 1.334889 sec W W
I = 1.00 ? m
Cv = 0.54 . V min = .11 *Ca *I *W = 0.0396 W 0 N
R = 5.6 V = (Cv *I) /(R *LF *T) *W O
LF = 1.4 V = 0.052 W O N
= 316 ## 100 2 0
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PAGE 3
MSU STRESS -11 VERSION 9/89 - -- DATE: 09/30/:2 - -- TIME OF DAY: 15:05:56
Structure Storage Rack in Load Beam Plane 2 Levels ;
Z
Loading Dead + Live + Seismic H W' re
JU
00
MEMBER FORCES N W
WM
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MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT W O
1 1 0.000 -0.144 0.00 2
b 1 4 0.000 0.144 -6.69
2 2 0.000 -0.032 0.00
2 5 0.000 0.032 -1.49 CD
3 3 3.032 0.156 0.00 I- W
3 4 -3.032 -0.156 11.25 Z F=-
4 4 1.515 0.094 2.86 F- O
4 5 -1.515 -0.094 3.93 Z -
5 6 3.032 0.160 0.00 W La
5 7 -3.032 -0.160 11.51 D p
j 6 7 1.515 0.116 3.54 O =
6 8 -1.515 -0.116 4.79
7 4 -0.009 -0.157 -7.41 WtL .
7 7 0.009 0.157 -7 16 y ,� M U'
8 7 0.000 -0.170 /'/ 0 C2,./ti, .. p '
8 9 0.000 0.170 0.00 / � im
lly 9 5 0.011 -0.047 -2.44 /'�
9 8 -0.011 0.047 -1.92 �,_
10 8 0.000 -0.062 -2.87 0 I
10 10 0.000 0.062 0.00 Z
APPLIED JOINT LOADS, FREE JOINTS
f
JOINT FORCE X FORCE Y MOMENT Z '
4 0.053 -1.530 0.00
. 5 0.105 -1.530 0.00
7 0.053 -1.530 0.00
} 8 0.105 -1.530 0.00
REACTIONS ,APPLIED LOADS SUPPORT JOINTS WY Of j UKWILA
T 1
, OCT 1 8 2002 RECEIVED q +ts. r z ;S': s
CITY OF TUKbVILA ,
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PAGE 4
MSU STRESS -11 VERSION 9/89 - -- DATE: 09/30/:2 - -- TIME OF DAY: 15:05:56
JOINT FORCE X FORCE Y MOMENT Z
1 0.000 -0.144 0.00 •
2 0.000 -0.032 0.00
3 -0.156 3.032 0.00
6 -0.160 3.032 0.00 Z
9 0.000 0.170 0.00
10 0.000 0.062 0.00 = Z •
fY q J j
V
FREE JOINT DISPLACEMEN T - DISPLACEMENTS U O
co 0
co I
JOINT X- DISPLACEMENT Y- DISPLACEMENT ROTATION -J I- .
4 0.8181 - 0.0127 - 0.0021 CO LL
5 1.0264 - 0.0190 - 0.0008 W O
, f 7 0.8181 - 0.0127 - 0.0019
i 8 1.0263 - 0.0190 - 0.0004 LL Q
co
{ z a
SUPPORT JOINT DISPLACEMENTS I" _
Z -
I- O
Z (-
JOINT X- DISPLACEMENT Y- DISPLACEMENT ROTATION W 1j
1 0.8181 0.0000 0.0006
2 1.0264 0.0000 - 0.0002 U
3 0.0000 0.0000 - 0.0159 0 H
6 0.0000 0.0000 - 0.0160
• 9 0.8181 0.0000 0.0013 I I
•10 1.0263 0.0000 0.0008
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Beam- Column Check
C 3.000x 3.000x 0.075 Fy = 50 ksi
A = 0.595 in2
Sx = 0.676 in3
Rx = 1.305 in Ry = 1.117 in
kx = 1.00 ky = 1.00
r;
x
Stress Factor 1.333 Z
HZ
Point P M Lx Ly Pcap Mcap Ratio W
. 7 3.1 11.5 72.0 40.0 18.00 27.03 60% g
1 8 1.6 4.8 72.0 40.0 18.00 27.03 26% J V
s 0 0.0 0.0 72.0 40.0 18.00 27.03 0% 0 0
0 0.0 0.0 72.0 40.0 18.00 27.03 0% CO
W =
0 0.0 0.0 72.0 40.0 18.00 27.03 0% J
0 0.0 0.0 72.0 40.0 18.00 27.03 0% F.
W°
r I Load Beam Check J
g Q
4.00x 2.750x 0.075 Fy = 50 ksi CO d
A = 0.963 in2 E = 29,500 E3 ksi
I W
Sx = 0.908 in3 Ix = 1.934 in4 Z H'
Length = 90 inches Z O
W
Pallet Load 3000 lbs
Assume 0.5 pallet load on each beam U N
f M = PL /8= 16.88 k -in 0 H
I fb = 18.58 ksi Fb = 30 ksi 62% W W
Mcap = 27.24 k -in 0 •
1 = 36.33 k -in with 1/3 increase r-
L il Defl = 0.25 in = L/ 361 W Z
f N
w/ 25% added to one pallet load H =.
I M = .282 PL = 19.03 k -in 70% I
Z
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Girt' Of TUKWIS..\
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OCT �}s';;i� CITY OF TUK
! RECEIVED ; T :Y';
L.ir't!2 WILA _
f `?�!' `E OCT 0 3 2002 , .
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Base Plate Design
Column Load 4.1 kips Z
Allowable Soil 1500 psf basic 1 Z •
CL W
Assume Footing 19.9 in square on side Q D
Soil Pressure 1500 psf J U '
U0
w 0
W=
J
B ending: N
Assume the concrete slab works as a beam that is fixed against rotation W O
at the end of the base plate and is free to deflect at the extreme 2
edge of the assumed footing, but not free to rotate. }}
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Mmax = w1A2 /3 d
I al
Use 5 "square base plate Z H
w = 10.4 psi 1 = 7.45 in Z
Load factor = 1.67 M = 322 # -in Ili W .
5 in thick slab f'c = 2500 psi
s = 4.17 in3 fb = 77 psi p F -..
Fb = 5(phi) (f'c = 163 psi OK ! !
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Shear U. !—
Beam fv = 26 psi Fv = 85 psi • OK !! ,.
Punching f• = 26 psi Fv = 170 psi OK !! W N
F- I -
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Base Plate Bending Use 0.375 ” thick Z
1 = 1.5 in w = 165 psi .
fb = 7918 psi Fb = 27000 psi OK ! ! •
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PLAN REVIEW /ROUTING SLIP
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ACTIVITY NUMBER: D02 -316 DATE: 10 -03 -02
PROJECT NAME: A G INDUSTRIES z •
SITE ADDRESS: 18404 CASCADE AVENUE SOUTH ~ w •
cc J U
X Original Plan Submittal Response to Incomplete Letter # v 0
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Response to Correction Letter # Revision # _ After Permit Is Issued w =
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DEPARTMENTS: J
1 Buildin Division Fire Prevention Al Planning Division ❑ = CJ
Public Works ❑ Structural Z w
❑ Permit Coordinator Z =
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� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-02 2 D
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I Complete Incomplete El Not Applicable El g H
Comments: w w
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{ Permit Center Use Only Z
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INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H = .,
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Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z
TUES /THURS ROU ING:
Please Route N Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
I
I
I
APPROVALS OR CORRECTIONS: DUE DATE: 1 1 -002
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation: t M }.
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REVIEWER'S INITIALS: DATE: "O' g .4
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Permit Center Use Only `i,, ., .., HY�1rlr
{ CORRECTION LETTER MAILED: rI 4
Departments issued corrections: Bldg ❑ Fi re Ping ''
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PERMIT COORD COPY , ° m4 ;'y=
Documents/routing slip.doc , a 2.28 -02 r. t 9x.: a
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -316 DATE: 10 -03 -02
PROJECT NAME: A G INDUSTRIES a •
SITE ADDRESS: 18404 CASCADE AVENUE SOUTH re W
X Original Plan Submittal Response to Incomplete Letter # V o
W •
■ Response to Correction Letter # Revision # — After Permit Is Issued _
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DEPARTMENTS: u_
Building Division % Fire Prevention ❑ Planning Division ❑ H W
Public Works ❑ Structural ❑ Permit Coordinator ❑ Z H • ,
ZO
WW
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-8 -02 2 p
0
Complete at Incomplete ❑ Not Applicable ❑ Q H,
W
Comments: Z U •
I— H
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Z
Permit .Center Use Only U
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O H -
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z
TUES /THURS ROUTING:
i
•
•
PERMIT NO.: ' TENANT NAME: A v �. 5
BUILDING PERMITS
e"."
INSPECTIONS CONDITIONS
❑ 1 Progress Inspection Status 4 10001 No changes will be made to the plans unless approved
❑ 2 Pre - construction by the Engineer and the Tukwila Building Division
❑ 3 Investigation ❑ 10002 Plumbing permits shall be obtained through King Co Z
■ ❑ 4 OK to Occupy ❑ 10003 Electrical permits obtained through L & I = •
• ❑ 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit I— Z
❑ 6 Follow -up 10005 All permits, insp records & approved plans available fX
El Pre -Move Inspection 10006 All structural concrete shall be special inspected Q m
❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified J U
❑ 60 WA Ventilation/Indoor AQC inspector 0 0
❑ 70 NLEA Inspection/NIodular Struct ❑ 10008 All high- strength bolting shall he special inspected CD 0
❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected I _
❑ 72 Marriage Lines ❑ 10011) When special inspection is required...notify Tukwila F"
❑ 90 Rested Building Division
U) LL.
❑ 95 Footing Drains ❑ 1001 1 The special inspector shall submit a final signed report W O }
r ❑ 100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation < F-
❑ 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid -�
❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment L 3
❑ 300 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site = d
❑ 350 Crawl Space ❑ 10016 Any exposed insulation backing material shall have I— _
❑ 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation Z 1
❑ 450 Plywood Wall Sheathing ❑ 10018 A statement from the rooting contractor verifying tire I— 0
j ❑ 500 Roof Sheathing Nailing retardant class of root' w F-
❑ 525 Plywood Deck Nailing 40 10019 All construction to be done in conformance w /approved g W
❑ 550 Exterior Wall Sheathing plans D p
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❑ 600 Masonry Chimney O N
610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project 0 1—
700 Framing ❑ 10021 All food preparation establishments must have King Co W W •
❑ 750 Roof /Ceiling Insulation ❑
10022 Fire retardant treated wood shall have flame spread of F=- U
❑ 800 Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete LL , I—
❑ 801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected — z
❑ 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated W
U =
❑ 803 Glazing Inspection • 10026 All structural masonry shall be special inspected
❑ 815 Lighting and Controls
— 10027 Validity of Permit 0 I .
❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit Z
❑ 1000 Interior Wallboard Fastening
❑ 1001 Exterior Wallboard Fastening ❑ 10030 No occupancy of building until final insp by Bldg Div
❑ 1110 Pre -Move Inspection ❑ 10031 Comply with requirements ofTMC 16.04
❑ 1 115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat
❑ 1120 Pre -Demo concrete
•
❑ 1140 Pre-reroof ❑ 10034 Removal of septic tanks require approval and
❑ 1400 Final -Fire compliance with King Co Health Dept.
1700 Final- Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect
1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site
❑ 3100 Site Visit
❑ 4000 Special- Concrete ❑ 10038 A C ofO will be required for this permit
❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall
❑ 4001 Special - Mom/Resist Conc Frame
❑ 4003 Special- ReinfSteel Prestress ❑ 10040 All constnrction noise to be in compliance with 8.2 TMC
❑ 4004 Special- Welding ❑ 10041 Ventilation is required for all new rooms & spaces may
❑ 4005 Special-High-Strength Bolting
4006 Special-Structural Masonry ❑ 1004 Fuel burning appliances t ` ,..,,;
❑ 4007 Special- ReinfGypsum Concrete ❑ 10043 .Appliances. which generate
0 4008 Special-Insulating Conc Fill ❑ 10044 .Water heater shall be anchored ti ' ;
0 4009 Special-Spray Fireproofing ❑ 10045 Reroof ° iu`? ; »._ ' Af
❑ 4010 Special - filing, Piers, Caissons ❑ ... "Anchoring — All new construct and substantial ,
❑ 401 I Special- Shotcrete improvement shall be anchored to proven flotation p� ��
0 4012 Special-Grading, Excav /Fill `'s7 '�"
❑ 4013 Special- Retaining Wall pp�� OZ., ,,;;!!�!+
❑ 4014 Special- Panels Plan Reviewer: Date: ' C,. x``y'%
❑ 4015 Special -Smoke Control System "'3 '':
1 Permit Tech: b lJ1\, Date: ; "', ',
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PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -316 DATE: 10 -03 -02
PROJECT NAME: A G INDUSTRIES z •
SITE ADDRESS: 18404 CASCADE AVENUE SOUTH Sv l ' �Z •
re w
X Original Plan Submittal Response to Incomplete Letter # _i 0
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1 Response to Correction Letter # Revision # _ After Permit Is Issued co w
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DEPARTMENTS: g 5
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Building Division ❑ Fire Prevention Planning Division ❑ CO 0
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Public Works ❑ Structural ❑ Permit Coordinator ❑ Z I
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DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-a-02 w
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Complete ❑ Incomplete ❑ Not Applicable ❑ 0 N CO
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Comments: w w
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. Permit Center Use Only Z
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INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z /—
TUES /THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required ❑
i
i REVIEWER INITIALS: DATE:
i
APPROVALS OR CORRECTIONS: DUE DATE: 11-01F02 •
. Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
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Notation: . �' :' '1
REVIEWER'S INITIALS: 11 I DATE: /U' 1 40 • - (� Y ,
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P ermit Center Use Only 7 � : ,lY ° • .
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CORRECTION LETTER MAILED: ::i' W 4
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CRUMCC DEPARTMENT OF LABOR AND INDUSTRIES CRIS
ID: 01 prod
CONSTRUCTION CONTRACTOR INFORMATION
z
?OPTION : (ADD,CHG,REN,REP,PRT,CRL or Screen ID)
?LICENSE NUMBER: WMGORCI096B3 ?Status: A ACTIVE •
1 ?Contractor Type: CC CONST CONT Z
Y Contractor Name: WM A GORE CO INC UBI: 600006550 < I-
s Parent Company : Z ,
1 Search Name : WM A GORE CO IN CC I
Address Line 1 : 14233 NE 200TH D
Address Line 2 : -JO
City,State,Zip : WOODINVILLE WA 98072 U 0
4 Telephone : 4254858589 County: 17 KING W =
?Reg Reason Code: � .
Effective Date 012391 ?Business Type: C CORP to
Expiration Date: 041503 ?Specialty Code 1: BT IE /SF /LT /L W O
i Suspen Date : 000000 ?Specialty Code 2: 00 UNUSED
Audit Until Date: 000000 g
Nbr of Type Chg: 0 Employees: (Y /N) u-
Fee Received Dt: 000000 LINIIS ID: = a
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Record Review successful I - 0
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CITY F
Y OF TUKWILA 0
OCT 21 2002 z
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PERMIT CENTER
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I
,
60' -0'
180' -0"
L _ L
CASCADE AVE. S.
100'' -0'
LIMITS
OF
CONSTRUCTION
100' -0'
62' -10'
9
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WAR EI(011r.£
9642 5F
METROPOLITAN
USA
2 STORY OFFICE _Z
1646 SF
r
i
NORTH
SITE PLAN
SCALE: 1 " --30' -O"
WEST VALLEY HIGHWAY - SR 181
DO-
AG INDUSTRIES
18404 CASCADE AVE S.
TUKWILLA, WA 98188
8
n
CM Of APPROVED
OCT 7 8 2071
CO FY
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's copy of approved plans acknowledged.
By L (1 I1
Date 1 _ °2
Permit No.
v 3
4,
REVISIONS
NO CHA l3E3 St-i411. s h r,Ei
i
SCORE F OF 4( fiLA WJWWWt D :. !,
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Doa-3u.b
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Limited Liability Company
A r c h i t e c t s
• A
2353 -19091 Avenue NE. Bulls 202
Waelinglon 99003 899-1746
FAX (425) 885.620e
02 OPUS.
GLACIER CASCADE
BUSINESS CENTER
MEND.
08/02/99 PERMIT
DATE
MBA
RECEIVED
-
- CITY OF TUKW:�n
ITIBOCT 0 3 2002
PERMIT CENTER
METROPOLITAN
TENANT IMPROVEMENTS
CASCADE BUILDING A
TUKWILLA, WASHINGTON
rime,. FOE PERMIT
TmP
SITE PLAN
DEMON® 9Y,
REVIEWED DI,
Arrrnvm BT
DATE 01 -15 -99
Prro,ecrwo, 91016.13A.063
Ali
MEN
WOMEN
OENLARGED PARTIAL FLOOR PLAN
SCALE: I/4" = I' -O"
SIM
TAPE GWB ONLY
STORAGE
MEZZANINE
201
oSECOND FLOOR OFFICE PLAN
3 SCALE: 1/5" = I' -O"
SEE ENLARGED PARTIAL
FLOOR PLAN - (ADJACENT) I
DETAIL I /A2.1 I rr
STAIR STAIR
108 SJPPORT �
nIrr P OFFICE
104
3a 5IM
104A
0
OFFICE
nit, Pt' 103
D.I
104
10'1
0
OFFIGE
105
ABOVE
TYP
13'-0 3/4"
O2
FIRST FLOOR OFFICE PLAN
SCALE: I/O " = 1' -0"
EXISTING WALL
O
��v lthess
A r c h i t e c t .
2353-13001 Menus NE, 16% 202
Bhp, W
FA7G (425) 880-6208
e opus®
GLACIER CASCADE
BUSINESS CENTER
C•�
DO3I &
SEE FIRST AND SECOND
OFFICE PLANS - (ADJACENT)
DETAILS 2/A2.1 AND 3/A2.I
li«
EXPIRES 10/28/ &4
RACK LAYOUT ONI
AG INDUSTRIES
18404 CASCADE AVE S.
TUKWILLA, WA 98188
FIRST FLOOR WAREHOUSE PLAN
SCALE: 1 /16 "=1'-0"
08 /02/Q41 PERMIT
DATE
RECENED
'T�!IF TIJHWILA
OCT 0 3 2002
�rh:lf CENTER
METROPOLITAN
TENANT IMPROVEMENTS
CASCADE BUILDING A
TUKWILLA 1YASIINGTON
RELEASE Fan PERMIT
FLOOR PLANS
DEemB3Rn. RB
Fe EVIED BYE
DRAM 6M1
APPROVED Fro
F • le .
D
02-0316
35mm Drawing
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C: \R14 \DRAWINGS \R202322.dwg, 09/30/2002 03:15:53 PM
SINGLE ROW BACK -BACK ROW
BRACE
UPRIGHT
BRACE
3/8"x 5 "x 8'
BASEPLATE
(2) 1/2 "O ANCHORS
1/8 " 1 -1/2' EA FACE
COLUMN & BASE PL
x 1' W
STEP
14 GA THICK
2,751
LOAD BEAM
PERMANENT PLAQUE NOT LESS THAN
50 SQ INCHES IN AREA TO BE PLACED
IN CONSPICUOUS LOCATION STATING
3000# CAPACITY @ 72 ", 144'
LOAD BEAM
`- CONNECTOR
LOAD BEAM
\-CONNECTOR
UPRIGHT UPRIGHT LOAD BEAM ELEVATION
C 1.5 x 1.25 1.5
14 GA THK f l
2' OF 1/8"
FILLET WELD
EA END TO COLUMN
BRACE
(3) PIN CONN
BRACE
1/8'
BRACE CONN
o (3) AISI A502 -2 RIVETS
:0 0 LOAD BEAM 7/16'0 2'oc
HOOK THRU SLOTS
1 -5/8x 3x,- o IN COLUMN
3/16' THK
CONNECTOR 1/8V VERTICAL EDGES
3/8x 5x 8 BASEPLATE
(2) 1/2'0 ANCHORS
6'oc
FF
5' CONCRETE SLAB ON GRADE
COLUMN BASE X- SECTION
SAFETY PIN TO RESIST
1000# UPLIFT LOAD
COLUMN -BEAM CONN
REPDRT #4627
RECEIVED
OCT 0 3 2002
PERMIT CENTER
INDUSTRIES
TUKWILLA,