HomeMy WebLinkAboutPermit D11-389 - DITCHWITCH NORTHWEST - STORAGE RACKSDITCHWITCH NW
12900 48 AV S
Di 1-389
City oftukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Inspection Request Line: 206 - 431 -2451
Web site: http: / /www.TukwilaWA.gov
Parcel No.: 0004800005
Address: 12900 48 AV S TUKW
Suite No:
Project Name: DITCHWITCH NW
DEVELOPMENT PERMIT
Permit Number: D11 -389
Issue Date: 12/21/2011
Permit Expires On: 06/18/2012
Owner:
Name: STRANDER FAMILY L L C II
Address: PO BOX 88636 , TUKWILA WA 98138
Contact Person:
Name: ROGER STUESSI
Address: 9883 40 AV S , SEATTLE WA 98118
Contractor:
Name: ENGINEERED PRODUCTS
Address: 18271 ANDOVER PK W , TUKWILA WA 98188
Contractor License No: ENGINPC931C0
Phone: 206 394 -3331
Phone: 206 - 394 -3300
Expiration Date: 02/20/2013
DESCRIPTION OF WORK:
INSTALL 4 SECTIONS OF PALLET STORAGE RACKS AND 20 SECTIONS OF SMALL PANTS SEINING.
Value of Construction: $0.00 Fees Collected: $369.97
Type of Fire Protection: International Building Code Edition: 2009
Type of Construction: VB Occupancy per IBC:
Electrical Service Provided by: SEATTLE CITY LIGHT
* *continued on next page **
doc: IBC -7/10
D11 -389 Printed: 12 -21 -2011
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
N
Number: 0
Size (Inches): 0
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signature:
JA
Date:
1 hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached
to this permit.
Signature:
Print Name:
Date: 4��-/�
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.
PERMIT CONDITIONS:
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 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.
4: 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.
5: 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.
doc: IBC -7/10
D11 -389 Printed: 12 -21 -2011
6: All rack storage requires a separate per sued through the City of Tukwila Permit C Rack storage over 8 -feet
in height shall be anchored or braced to pr overturning or displacement during seis ents. The design and
calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State
of Washington.
7: Manufacturers installation instructions shall be available on the job site at the time of inspection.
8: 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.
9: ** *FIRE DEPARTMENT CONDITIONS * **
10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
11: Clearance between ignition sources, such as light fixtures, heaters and flame- producing devices, and combustible
materials shall be maintained in an approved manner. (IFC 305.1)
12: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be
maintained.
13: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18
inches below sprinlder head deflectors in sprinldered areas of buildings. (IFC 315.2.1)
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
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: Maintain fire extinguisher coverage throughout.
20: 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)
21: 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)
22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
doc: IBC -7/10
D11 -389 Printed: 12 -21 -2011
24: These plans were reviewed by Inspect° 1. If you have any questions, please call Tuft Fire Prevention Bureau at
(206)575 -4407.
doc: IBC -7/10
D11 -389 Printed: 12 -21 -2011
CITY OF TUKW1
Community Developm,..g Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http: / /www.TukwilaWA.gov
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
Site Address: /c?” ? 0-Z.) V (r /Q✓e -- -s
Tenant Name: #0/ -11, t 1-ti a r<-- 4 /V • LA/ '
City:
1?0 Illy
�1n j h State: 1 r
Zip: tt'l4
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Company Name: �% JJ rf
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Name: , et c'...,,,_
.S7 `t `SS /
Contr Reg No.rAi , /7 Exp Date:
Address:
Architect Name:
City: (---e. 7„7-6
State:14,4
Zip:l f..//r-
Phone: 2.6 6 „,.71.,_e, _
13 .3/ Fax: R �.. ,,
y___6.,,, 3 7
Email: / ..0 c/ _
City:
1-1 Wpplicationaorms- Applications On Line \2011 Applications\Permit Application Revised - 8-9-11 docx
Revised. August 2011
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King Co Assessor's Tax No.: (VL11)0
Suite Number: Floor:
New Tenant: J] Yes ❑.. No
�
Company Name: �% JJ rf
1,7ie ‹ -i-e- i r7 g---o GGce .e4 _s .l lei
Address:
City: ‹ States, Zip? f / /l-
Phone,?-i 6 3 ?i/ -3'31 Fax:266.36F--d Y37
Contr Reg No.rAi , /7 Exp Date:
Tukwila Business License No.: iv, — 0 i or)"\ oo
1-1 Wpplicationaorms- Applications On Line \2011 Applications\Permit Application Revised - 8-9-11 docx
Revised. August 2011
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King Co Assessor's Tax No.: (VL11)0
Suite Number: Floor:
New Tenant: J] Yes ❑.. No
�
Engineer Name: R
f
City: „a, //� ,�71 State:, Zip:S i% el ;
Company Name:
...---"'
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
Company Name:
'eh
Engineer Name: R
Address /ear_ 6-4„,, e ,yz,,y in (id
City: „a, //� ,�71 State:, Zip:S i% el ;
Phone:, 6 , a5- _ 3 d 7. Fax:
Email: 4cN /Lie &,,L c /h,T- nor
Page 1 of 4
Valuation of Project (contractor's bid p
Existingauilding Valuation: $
Describe the scope of work (please provide detailed information):
/n fro /l p // ,sro■s-.Q /c /tea c 4-5 <y Sew ‘• ) d--
.5-",41, R.L i..r s e-G viri�C
Will there be new rack storage? ....Yes
❑ ..No If yes, a separate permit and plan submittal will be required.
Budding A reasnSquare Eoo
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asement iirl rls
Accessorq #Structure
Attached Crage "''
Detached Garage �" y
Detached Carport'
V.t..- . �±4.i�.:i2� itn:r.�v.::.a 5:3i:f ^w
Coverel ecl _ {
Uncovered
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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)
kFor 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:
❑ Sprinklers Or Automatic Fire Alarm
None ❑ Other (specify)
❑ Yes No
Will there be storage or use of flammable, combustible or hazardous materials in the building?
If 'Yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety ata 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.
H:lApplicationslForms- Applications On Line12011 Applications\Permit Application Revised - 8- 9- 11.docx
Revised: August 201 1
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Page 2 of 4
Value of Construction — In all cases, a valuWconstruction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNE
Signature:
AUTHORIZED G, T:
��
Print Name:
,y e si t-c 05,3"
Mailing Address: 991-f 3 '/ 6 Ave-- Sr
Date: / ? ///
Day Telephone: ? g 3 - 3 3 3/
v
H:Wpplications\Forms- Applications On Line\2011 Applications\Permit Application Revised - 8- 9- 11.docx
Revised- August 2011
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City State Zip
Page 4 of 4
•
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.TukwilaWA.gov
Parcel No.: 0004800005
Address: 12900 48 AV S TUKW
Suite No:
Applicant: DITCHWITCH NW
RECEIPT
Permit Number: D11 -389
Status: APPROVED
Applied Date: 12/07/2011
Issue Date:
Receipt No.: R11 -02770
Initials:
User ID:
Payee:
WER
1655
Payment Amount: $226.00
Payment Date: 12/21/2011 03:39 PM
Balance: $0.00
ROGER STUESSI
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 123681
ACCOUNT ITEM LIST:
Description
226.00
Account Code Current Pmts
BUILDING - NONRES
STATE BUILDING SURCHARGE
000.322.100 221.50
640.237.114 4.50
Total: $226.00
doc: Receipt -06 Printed: 12 -21 -2011
•
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.TukwilaWA.Rov
Parcel No.: 0004800005
Address: 12900 48 AV S TUKW
Suite No:
Applicant: DITCHWITCH NW
RECEIPT
Permit Number: D11 -389
Status: PENDING
Applied Date: 12/07/2011
Issue Date:
Receipt No.: R11 -02660
Payment Amount: $143.97
Initials: JEM Payment Date: 12/07/2011 03:36 PM
User ID: 1165 Balance: $226.00
Payee: ROGER H STUESSI
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 153553
ACCOUNT ITEM LIST:
Description
143.97
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 143.97
Total: $143.97
doc: Receiot -06 Printed: 12 -07 -2011
1'
t'
•
INSPECTION RECORD
Retain a copy with permit
DI( -31
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project:
Type of I
Address:
I t 447
Date Called:
Special Instructions:
Date Wanted:.
1 Z -2
5---- //
gym.'
p.m.
Requester:
Phone No:
Approved per applicable codes.
ElCorrections required prior to approval.
COMMENTS:
/2-' T Lu'r AA tit tA
Inspector.
1Date:1 Z S l I
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
a•
-4t-
INSPECTION' NO.
INSPECTION RECORD
Retain a copy with permit -Olt -3 61
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367
Permit Inspection Request Line (206) 431 -2451
Projects 1- n,‘ 1
Type of Inspection:
Address:
24 00 4f
Auk_
Qc I 'OAS
Date Called:
Date Wanted:.
l --ZS— t,
a m
P.m.
,1
Special InstructiiCons:
R A (As ' A S
70 See, '(L4"(S
Requester:
Phone No:
9.40G,' 3q4 - 333 I
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
t) OP-0 0 IJ e@ '.2 Q
9
Inspe:
'Date:
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
7.
1
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 tr_, (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
171i-369
Project:
. "T IA 11.7 0 t-i tJ tai
Type of Inspection:
'1.r.) AL,
Address:
. V;. *� L { On � 0 n\i
Date Called:
Special tnstructions:
• _
rim /Ar'�
• C6�eA1 -0(_
Date Wanted:.
I1--2.a- 11
a.m.
Requester:
�0���
Phone No:
06, - ciy- 333
1
IDAppoved per applicable codes.
'COMMENTS:
ECorrections required prior to approval.
(1('.P I G J
Date:
/ / -2Z' —( /
EINSPECTION FEE REQUIRED. Pufor to next inspection. fee must be
' paid at 6300' Southcenter lvd.. Suite 100. Call to schedule reinspection.
INSPECTION NUMBER
-- -- - • .:F4, 2e -4:.pi :1 .. . . • . : ... . . .p.a •- -..�,. wA :.;;;:.,:.;:��RR+4 —ice^ •
INSPECTION RECORD
Retain a copy with permit
ti- - 381
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
Project L. 1,J
Sprinklers:
Fire Alarm:
Ty • -: •f Inspection:
Address: /a q 00
Suite #:
y e t-
vtu� s
CorAact Person:
Special Instructions:
;
Phone No.:
-354-
330
roved per applicable codes.
Corrections required prior to approval.
COMMENTS:
RA-c-ES o
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire: .
Permits:
Occupancy Type:
1
Inspector: F.),... c-c9--_
Date: /2/1W/ /
Hrs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State: 1 Zip:
Word /Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
•
•
Fireproofing
Aggregates
Shotcrete
Concrete
M a s o n r y
A s p h a l t
R o o f i n
P i l i n
S t e e
S o i l
W o o d
g
g
s
December 27, 2011
File: 11 -341
Building Official
City of Tukwila Building Department
6300 Southcenter Blvd.
Tukwila, WA 98188
Project:
Address:
Permit No.:
Ditch Witch N.W.
12900 48th Ave. S.
011 -389
RECEIVED
DEC 30t
DEVELOPMENT
A.A.R. TESTING
LABORATORY, INC.
CONSTRUCTION INSPECTION AND MATERIAL TESTING
NATIONALLY ACCEPTED LABORATORY
This is to advise you that special inspections are completed on the above
referenced project. The following inspection was required and a copy of our
report is attached.
1. Proprietary anchor installation
To the best of our knowledge all work inspected conformed to Tukwila Building
Department approved plans, specifications, IBC and related codes and /or verbal
or written instructions from the Engineer of Record.
Sincerely,
A.A.R. TESTING LABORATORY, INC.
Oade45v-
Kimberle Anderson
President
CC: Easy Up Storage -Roger Stuessi
Tel: (425) 881 -5812 Fax: (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 * Redmond, WA 98073
Client: Easy Up Storage
9883 40th Ave. S.
Seattle, WA 98118
Contact: Roger Stuessi
RECEIVED
DEC 30 Ng i
Field Report ogr" T,514
126 180th /Ave.N:E
Project Number: 11 -341
Permit #: D11 -389
Project Name: Ditch Witch N.W.
Address: 12900 48th Ave. S.
Inspection Performed: Proprietary Anchors
Date: 12/20/2011
Time:
Temperature:
Verified anchors to be Hilti KB -TZ 1/2" x 4 1/2" for rack and 3/8" x 3 3/4" for shelving. Verified
hole cleanliness and embedment of 3 1/4" for 1/2" and 2" for 3/8 ". Torque was tested with
calibrated wrench #132A and was found meeting 40 ft.-lb. requirement for 1/2" and 20 ft.-lb. for
3/8" anchors. All work was found in conformance with manufacturer's recommendations and ESR
#1917.
Distribution:
Distribute Client ❑ Distribute Contractor
❑ Distribute Engineer ❑ Distribute Owner
Distribute Municipality ❑ Distribute Other
❑ Distribute Architect ❑ Distribute Other
Inspector: Chandler, Loren
Reviewed by: Mike Blackwell
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
12/26/2011 03:59
Fireproofing
Aggregates
Shotcrete
Concrete
Masonry
A s p h a l t
R o o f i n g
P i l i n g
S t e e l
S o i l s
W o o d
425 - 881 -5441
December 27, 2011
File: 11 -341
Building, Official
City of Tukwila Building Department
6300 Southcenter Blvd.
Tukwila, WA 98188
Project:
Address:
Permit No.:
Ditch Witch N.W.
12900 486 Ave. S.
D11 -389
AAR TESTING LABORATO
PAGE 02/04
A.A.R. TESTING
LABORATORY, INC.
rowinverrre INBPECt; I ANC MAMMA TESTING
'UJIONALLV nccEPlEb LAPCMTOnv
This is to advise you that sp'ecia'l inspections are completed on the above
referenced project. The following inspection was required and a copy of our
report is attached:
1. Proprietary anchor installation
To the best of our knowledge all work inspected conformed to Tukwila. Building
DepartMent,approved piens, specifications, IBC and related codes and/or verbal
or written instructions from the Engineer of Record.
Sincerely,
A.A.R. TESTING LABORATORY, INC.
Klmbei le Anderson
President
aode4sv-
CC: Easy Up Storage -Roger Stuessi
Tel: (425) 881 -5812 Fax: (425) 881 -5441 7126 180th Ave. NE ° P.O. Box 2523 * Redmond, WA 98073
12/26/2011 03:59 425 - 881 -5441
AAR TESTING LABORATO
Field Report
Report #: 53614
'�ija''�r,f•i�:_c_1'�_:f.:..l :.n� /��tl_i;:;: •C= •'i::.:j: :,��j'' _L�:,':`l�:ia., -;n:
Client: Easy Up Stbtage
9883 40th Ave. S.
Seattle. WA 98118
Canted: Roger Stuesel
PAGE 03/04
Project Number: 11.341
Permit 0: D11-389
Project Name: Dttch WItbh N.W.
Address: 12900 48111 Ave. S.
Inspection Perforfied: Proprietary Anchors
Data: 12/2012011
Time:
Temperature:
Verified anchors to be HIM KB•TZ 1/2" x 4112" for rack and 3/8" x 3 3/4" for shelving. Verified
hole cleanliness and embedment of 3 114" for 1/2" and 2" for 3/8 ". torque•was tested with
calibrated wrench #132A and was found meeting 40 ft.-lb. requirementfor 1/2" and. 20 ft.-lb. for
3/8" anchors. All work was found in conformance with manufacturer's recommendations and ESR
#1917.
Distribution:
( J Dilatribute Client ❑ Distribute Contractor
❑ Distribute Engineer ❑ Otelr Bute Owner
I Municipality ❑ Distribute Other
❑ Distribute Architect ❑ Distribute Other
Inspector: Chandler, Loren
Reviewed by Mike Blackwell
All reports are considered cortfidenti0l and are the property of the Client and A.A.R: Testing Labohttory. Inc.
Reproduction except in full without the Written consent of A.A.R. Testing Is strictly fbrbiddel
C:\ Users\ BEN \Dropbox\ Public \ACAD \DRAWINGS \R211311.dwg, 12/5/2011 12:40:12 PM
•
STORAGE RACK
3' -8'
z
J
a
U
BRACE
UPRIGHT
12' -0'
z
D
J
a
L)
14 GA THK
3/8'x 5'x 8'
BASEPLATE
(2) 1/2'0 ANCHORS
1/8 r 1 -1/2' EA FACE
COLUMN & BASE PL
LOAD BEAM
1 -5/8'H x 1' W
STEP
14 GA THICK
PERMANENT PLAQUE NOT LESS THAN
50 SQ INCHES IN AREA TO BE PLACED
IN CONSPICUOUS LOCATION STATING
3400# CAPACITY @ 40', 75', 110', 144'
9' -0'
LOAD BEAM ELEVATION
C 1.5 x 1.5 1.5
14 GA THK I
2' OF 1/8'
FILLET WELD
EA END TO COLUMN
BRACE
(3) PIN CONN
0
0
1 -5/8x 3x o
3/16' THK
PERMANENT PLAQUE NOT LESS THAN
50 SQ INCHES IN AREA TO BE PLACED
IN CONSPICUOUS LOCATI ❑N STATING
1000# CAPACITY @ 40', 48', 58', 66'
3400# CAPACITY @ 75', 110', 144'
9' -0'
LOAD BEAM
tu
7
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H
11' 2' -11'
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L
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HOOK THRU SLOTS
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LOAD BEAM ELEVATION
1/8
COLUMN
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3/8x 5x 8 BASEPLATE
(2) 1/2'0 ANCHORS
6'oc
EA SIDE
5'
i
FF
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SAFETY PIN TO RESIST
1000# UPLIFT LOAD
COLUMN -BEAM CONN
Perri!
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CON:
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 1 2011
City of Tukwila
BUILDING DIVISION
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3400# CAPACITY @ 75', 110', 144'
9' -0'
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C:\ Users\ BEN \Dropbox\ Public \ACAD \DRAWINGS \R211311.dwg, 12/5/2011 12:40:26 PM
SHELVING
TYPE "A"
PERMANENT PLAQUE NOT LESS THAN
50 SQ INCHES IN AREA TO BE PLACED
IN C❑NSPICU ❑US L❑CATI ❑N STATING
150# CAPACITY @ 4', 30', 56', 84'
4' -0' 2' -0'
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7' -0'
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1
2.25' 1.38'
EASY UP PARTS
2.5'
7/8'
0
/8
TYPE "B"
PERMANENT PLAQUE NOT LESS THAN
50 SQ INCHES IN AREA TO BE PLACED
IN C❑NSPICU ❑US L❑CATI ❑N STATING
75# CAPACITY @ 4', 24', 44', 64', 84'
4' -0' 18' or-
7'
MAX
7' -0'
2.25" x 2.50" x 0.13 " FOOTPL
12 GA. POST
i'''0 HILTI TZ
.6( CONCRETE WEDGE ANCHOR
-0'
FRONT END
ELEVATI ❑N
12.5' EMB.
d 1 5'
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POST & BASE DETAIL
REVIEVVED FOR
CODE OMPLIANCE
ROVED
DEC 21 2011
BUILDING Tukwila
VISION
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for DITCHWITCH
TUKWILLA,
48th AVE S,
LD
0
Calculations for :
DITCHWITCH
TUKWILLA, WA
12/05/2011
Loading: 3400 # load levels
4 pallet levels @ 40,75,110,144
Seismic per IBC 2009 100% Utilization
Sds = 0.980 Sdl = 0.507
I = 1.00
108 " Load Beams
Uprights: 44 " wide
C 3.000x 3.000x 0.075 Columns
C 1.500x 1.500x 0.075 Braces
5.00x 8.00x 0.375 Base Plates
with 2- 0.500in x 3.25in Embed Anchor /Column
4.50x 2.750x 0.075 Load beams w/ 3 -Pin Connector
by : Ben Riehl
Registered Engineer
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 21 2011
City of Tukwila
BUILDING DIVISION
WA# 21008
RECEIVED
CITY OF TUKVM'
Ike 0 71011
PERMIT CENTER
Cold Formed Channel
Depth 3.000 in Fy = 55 ksi
Flange 3.000 in
Lip 0.750 in
Thickness 0.0750 in
R 0.1000 in
COLUMN SECTION
Blank = 9.96 in wt = 2.5 plf
A = 0.747 in2
Ix = 1.191 in4 Sx = 0.794 in3 Rx = 1.263 in
Iy = 0.935 in4 Sy = 0.544 in3 Ry = 1.119 in
a 2.6500 Web w/t 35.3333
a bar 2.9250 Flg w/t 35.3333
b 2.6500 x bar 1.2423
b bar 2.9250 m 1.6690
c 0.5750 x0 - 2.9114
c bar 0.7125 J 0.0014
u 0.2160 x web 1.2798
gamma 1.0000 x lip 1.7202
R' 0.1375 h/t 38.0000
Section Removing:
0.640 inch slot 0.75 inches each side of center on web
0.375 inch hole 0.87 inches from web in each flange
A- = 0.152 in2 A' = 0.595 in2
x bar = 1.478 in
I'x = 1.014 in4 S'x= 0.676 in3 R'x= 1.305 in
I'y = 0.743 in4 S'y= 0.476 in3 R'y= 1.117 in
Cold Formed Channel
Depth 1.500 in Fy = 55 ksi
Flange 1.500 in
Lip 0.000 in
Thickness 0.0750 in
R 0.1000 in
Blank = 4.23 in wt = 1.1 plf ; ,.: r':'
A = 0.317 in2
Ix = 0.125 in4 Sx = 0 166 in3 Rx = 0.627 in
ly = 0.075 in4 Sy = 0 079 in3 Ry = 0.487bin
a 1.1500 Web w/t 15.3333 •
a bar 1.4250 Flg w/t 17.6667
b 1.3250 x bar 0.5060
b bar 1.4625 m 0.6531
c 0.0000 x0 - 1.1592
c bar 0.0000 J 0.0006
u 0.2160 x web 0.5435
gamma 0.0000 x lip 0.9565
R' 0.1375 h/t 18.0000
BRACE SECTION
s
In Upright Plane
Seismic Load Distribution
per 2009 IBC
Weight
I =
Sds = 0.980
1.00 Allowable Stress Increase
1.00 R = 4.0
V = (Sds /R) *I *P1 *.67
60 # per level frame weight
Columns @ 44 "
Levels Load WiHi Fi FiHi Column:
(inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.075
144 3460 498 887 128
110 3460 381 677 74
75 3460 260 462 35 KLx = 40 in
40 3460 138 246 10 KLy = 41 in
0 0 0 0 0 A= 0.595 in
0 0 0 0 0 Pcap = 16000 lbs
- - -- - - -- - - -- - - --
---- - - -- - - -- - - --
13840 1277 2272 247 Column
78% Stress
Max column load = 12526 #
Min column load = -1919 # Uplift
Overturning
(. 6-. 11Sds )DL +(0.6- .14Sds).75PLapp- .51EL=
(1 +0.11Sds)DL+ (1 +0.14Sds).75PL+ .51EL =
REQUIRED HOLD DOWN =
-1218 # MIN
8791 # MAX
-1919 #
Anchors: 1
T = 1919 #
2 0.5 in dia HILTI TZ
3.25 "embedment in 2500 psi concrete
Tcap = 2801 # 68% Stressed
V = 1136 # per leg Vcap = 4858 # _
COMBINED =
Braces:
Brace height = 41 "
Brace width = 44 "
Length = 60 "
P = 2329 #
Use :
C 1.500x 1.500x 0.075
A = 0.317 in
L/r = 124
Pcap = 3155 #
74%
OK
23% Stressed
62% Stressed
B
PAGE 1
MSU STRESS -11 VERSION 9/89 - -- DATE: 12/05/;1 - -- TIME OF DAY: 12:23 :14
INPUT DATA LISTING TO FOLLOW:
Structure Storage Rack in Load Beam Plane 4 Levels
Type Plane Frame
Number of Joints 18
Number of Supports 10
Number of Members 20
Number of Loadings 1
Joint Coordinates
1 0.0 40.0 S
2 0.0 75.0 S
3 0.0 110.0 S
4 0.0 144.0 S
5 55.5 0.0 S
6 55.5 40.0
7 55.5 75.0
8 55.5 110.0
9 55.5 144.0
10 166.5 0.0 S
11 166.5 40.0
12 166.5 75.0
13 166.5 110.0
14 166.5 144.0
15 222.0 40.0 S
16 222.0 75.0 S
17 222.0 110.0 S
18 222.0 144.0 S
Joint Releases
5 Moment Z
10 Moment Z
1 Force X Moment Z
2 Force X Moment Z
3 Force X Moment Z
4 Force X Moment Z
15 Force X Moment Z
16 Force X Moment Z
17 Force X Moment Z
18 Force X Moment Z
Member Incidences
1 1 6
2 2 7
3 3 8
4 4 9
5 5 6
6 6 7
7 7 8
8 8 9
9 10 11
10 11 12
11 12 13
4 9
3 8
2 7
1 6
5
14
13
12
18
17
16
11 15
1
0
/d
PAGE 2
MSU STRESS -11 VERSION 9/89 - -- DATE: 12/05/;1 - -- TIME OF DAY: 12:23:14
12 13 14
13 6 11
14 11 15
15 7 12
16 12 16
17 8 13
18 13 17
19 9 14
20 14 18
Member Properties
1 Thru 4 Prismatic Ax 1.038 Ay 0.727 Iz 2.599
5 Thru 12 Prismatic •Ax 0.595 Ay 0.298 Iz 1.014
13 Thru 20 Prismatic Ax 1.038 Ay 0.727 Iz 2.599
Constants E 29000. All G 12000. All
Tabulate All
Loading Dead + Live + Seismic
Joint Loads
6 Force Y -1.730
7 Force Y -1.730
8 Force Y -1.730
9 Force Y -1.730
11 Force Y -1.730
12 Force Y -1.730
13 Force Y -1.730
14 Force Y -1.730
6 Force X 0.034
7 Force X 0.063
8 Force X 0.092
9 Force X 0.120
11 Force X 0.034
12 Force X 0.063
13 Force X 0.092
14 Force X 0.120
Solve
PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED
Seismic Analysis per 2009 IBC
wi di widi2 fi fidi
# in #
3460 0.3088 330 68 21.0 34 68
3460 0.3998 553 126 50.4 63 126
3460 0.4594 730 184 84.5 92 184
3460 0.4912 835 240 117.9 120 240
0 0.0000 0 0 0.0 0 0
0 0.0000 0 0 0.0 0 0
13840 2448 618 273.8
g = 32.2 ft /sec2 T = 0.9558 sec
I = 1.00 Cs = 0.0884 or
Sdl = 0.507 Cs min = 0.098 or 1.5%
R = 6 Cs = 0.0980
V = (Cs *I *.67) *W *.67
V = 0.0657 W *.67
= 618 #
0.1633
II
618
100%
PAGE 3
MSU STRESS -11 VERSION 9/89 - -- DATE: 12/05/;1 - -- TIME OF DAY: 12:23:14
Structure Storage Rack in Load Beam Plane 4 Levels
Loading Dead + Live + Seismic
MEMBER FORCES
MEMBER JOINT AXIAL FORCE SHEAR FORCE
1 1 0.000 -0.133
1 6 0.000 0.133
2 2 0.000 -0.056
2 7 0.000 0.056
3 3 0.000 -0.019
3 8 0.000 0.019
4 4 0.000 0.006
4 9 0.000 -0.006
5 5 6.821 0.304
5 6 -6.821 -0.304
6 6 5.106 0.246
6 7 -5.106 -0.246
7 7 3.400 0.174
7 8 -3.400 -0.174
8 8 1.703 0.060
8 9 -1.703 -0.060
9 10 6.821 0.314
9 11 -6.821 -0.314
10 11 5.106 0.304
10 12 -5.106 -0.304
11 12 3.400 0.250
11 13 -3.400 -0.250
12 13 1.703 0.180
12 14 -1.703 -0.180
13 6 -0.024 -0.148
13 11 0.024 0.148
14 11 0.000 -0.162
14 15 0.000 0.162
15 7 -0.009 -0.081
15 12 0.009 0.081
16 12 0.000 -0.105
16 16 0.000 0.105
17 8 -0.022 -0.052
17 13 0.022 0.052
18 13 0.000 -0.084
18 17 0.000 0.084
19 9 0.060 -0.022
19 14 -0.060 0.022
20 14 0.000 -0.049
20 18 0.000 0.049
MOMENT
0.00
- 7.41
0.00
-3.11
0.00
-1.07
0.00
0.31
0.00
12.16
3.56
5.04
2.73
3.36
0.78
1.27
0.00
12.56
4.51
6.13
4.02
4.73
2.59
3.53
- 8.32
-4.66
- 4.30
- 5.85
0.00
-3.07
-2.66
- 4.66
0.00
- 1.58
- 0.82
- 2.71
0.00
PAGE 4
MSU STRESS -11 VERSION 9/89 - -- DATE: 12/05/;1 - -- TIME OF DAY: 12:23:14
APPLIED JOINT LOADS, FREE JOINTS
JOINT FORCE X FORCE Y
6 0.034 -1.730
7 0.063 -1.730
8 0.092 -1.730
9 0.120 -1.730
11 0.034 -1.730
12 0.063 -1.730
13 0.092 -1.730
14 0.120 -1.730
MOMENT Z
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
REACTIONS,APPLIED LOADS SUPPORT JOINTS
JOINT FORCE X FORCE Y
1 0.000 -0.133
2 0.000 -0.056
3 0.000 -0.019
4 0.000 0.006
5 -0.304 6.821
10 -0.314 6.821
15 0.000 0.162
16 0.000 0.105
17 0.000 0.084
18 0.000 0.049
MOMENT Z
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
FREE JOINT DISPLACEMENTS
JOINT X- DISPLACEMENT
6 0.3088
7
8
9
11
12
13
14
0.3998
0.4594
0.4912
0.3089
0.3999
0.4595
0.4910
Y- DISPLACEMENT
- 0.0158
- 0.0262
- 0.0331
- 0.0364
- 0.0158
- 0.0262
- 0.0331
- 0.0364
SUPPORT JOINT DISPLACEMENTS
ROTATION
- 0.0021
- 0.0012
- 0.0009
- 0.0006
- 0.0019
- 0.0010
- 0.0006
0.0000
I3
PAGE 5
MSU STRESS -11 VERSION 9/89 - -- DATE: 12/05/;1 - -- TIME OF DAY: 12:23:14
JOINT X- DISPLACEMENT Y- DISPLACEMENT ROTATION
1 0.3088 0.0000 0.0006
2 0.3998 0.0000 - 0.0001
3 0.4594 0.0000 - 0.0005
4 0.4912 0.0000 - 0.0007
5 0.0000 0.0000 - 0.0104
10 0.0000 0.0000 - 0.0105
15 0.3089 0.0000 0.0014
16 0.3999 0.0000 0.0012
17 0.4595 0.0000 0.0012
18 0.4910 0.0000 0.0010
14-
Beam - Column Check
C 3.000x 3.000x 0.075
A = 0.595 in2
Sx = 0.676 in3
Rx = 1.305 in
kx = 1.00
Stress Factor 1.000
Fy =
Ry =
ky =
55 ksi
1.117 in
1.00
Point P M Lx Ly Pcap Mcap Ratio
11 6.8 12.6 40.0 41.0 16.00 22.30 99%
12 5.1 6.1 35.0 41.0 16.00 22.30 59%
13 3.4 4.7 35.0 41.0 16.00 22.30 42%
14 1.7 3.5 34.0 41.0 16.00 22.30 26%
0 0.0 0.0 40.0 41.0 16.00 22.30 0%
0 0.0 0.0 40.0 41.0 16.00 22.30 0%
Load Beam Check
4.50x 2.750x 0.075
A = 1.038 in2
Sx = 1.096 in3
Length = 108 inches
Fy =
E =
Ix =
55 ksi
29,500 E3 ksi
2.599 in4
Pallet Load 3400 lbs
Assume 0.5 pallet load on each beam
M = PL /8= 22.95 k -in
fb = 20.95 ksi Fb = 33 ksi
Mcap = 36.15 k -in
48.20 k -in with 1/3 increase
Defl = 0.36 in = L/ 297
63%
w/ 25% added to one pallet load
M = .232 PL = 21.30 k -in 59%
19
Base Plate Design
Column Load
Allowable Soil
Assume Footing
Soil Pressure
9.4 kips
1500 psf basic
30.0 in square on side
1500 psf
Bending:
Assume the concrete slab works as a beam that is fixed against rotation
at the end of the base plate and is free to deflect at the extreme
edge of the assumed footing, but not free to rotate.
Mmax = wl"2/3
Use 5 "square base plate
w =
Load factor =
Shear :
10.4 psi
1.67
1 =
M =
5 in thick slab f'c =
s = 4.17 in3 fb =
Fb = 5(phi) (f'c".5) =
Beam fv =
Punching fv =
Base Plate Bending
1 =
fb =
35 psi Fv =
70 psi Fv =
10.02 in
582 # -in
2500 psi
140 psi
163 psi
85 psi
170 psi
Use 0.375 " thick
1.5 in w = 376 psi
18037 psi Fb = 37500 psi
OK !!
OK !!
OK !!
OK !!
�6
Calculations for :
DITCHWITCH
TUKWILLA, WA
12/05/2011
Loading: 3400 pallet levels @ 75 ", 110 ", 144"
1000 pallet levels @ 40 ",48 ",58 ",66"
Seismic per IBC 2009 10096 Utilization
Sds = 0.980 Sdl = 0.507
I = 1.00
108 " Load Beams
Uprights: 44 " wide
C 3.000x 3.000x 0.075 Columns
C 1.500x 1.500x 0.075 Braces
5.00x 8.00x 0.375 Base Plates
with 2- 0.500in x 3.25in Embed Anchor /Column
4.50x 2.750x 0.075 Load beams w/ 3 -Pin Connector
by : Ben Riehl
Registered Engineer WA# 21008
In Upright Plane
Seismic Load Distribution
per 2009 IBC
Weight
I =
Sds = 0.980
1.00 Allowable Stress Increase
1.00 R = 4.0
V = (Sds /R) *I *P1 *.67
60 # per level frame weight
Columns @ 44 "
Levels Load WiHi Fi FiHi Column:
(inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.075
144 3460 498 877 126
110 3460 381 670 74
75 3460 260 457 34
66 1060 70 123 8 KLx = 40 in
58 1060 61 108 6 KLy = 41 in
48 1060 51 90 4 A = 0.595 in
40 1060 42 75 3 Pcap = 16000 lbs
- - -- - --- - - -- ====
14620 - - -- - - -- - - --
14620 1363 2400 256 Column
82% Stress
Max column load = 13128 #
Min column load = -1923 # Uplift
Overturning
(. 6-. 11Sds )DL +(0.6- .14Sds).75PLapp- .51EL=
(1 +0.11Sds)DL+ (1 +0.14Sds).75PL+ .51EL =
REQUIRED HOLD DOWN =
- 1220 # MIN
9248 # MAX
- 1923 #
Anchors: 1
T = 1923 #
2 0.5 in dia HILTI TZ
3.25 "embedment in 2500 psi concrete
Tcap = 2801 # 69% Stressed
V =
Braces:
1200 # per leg Vcap = 4858 # =
COMBINED =
Brace height = 41 "
Brace width = 44 "
Length = 60 "
P = 2460 #
Use :
C 1.500x 1.500x 0.075
A = 0.317 in
L/r = 124
Pcap = 3155 #
78%
OK
25% Stressed
63% Stressed
In Upright Plane
Seismic Load Distribution TOP LOAD ONLY
per 2009 IBC Sds = 0.980
Weight
I =
1.00 Allowable Stress Increase
1.00 R = 4.0
V = (Sds /R) *I *P1
60 # per level frame weight
Columns @ 44 "
Levels Load WiHi Fi FiHi Column:
(inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.075
144 3460 498 890 128
75 60 5 8 1
66 60 4 7 0 KLx = 40 in
58 60 3 6 0 KLy = 41 in
48 60 3 5 0 A = 0.595 in
40 60 2 4 0 Pcap = 16000 lbs
- - -- - - -- - - -- ====
3760 - - -- - - -- - - --
3760 515 921 130 Column
30% Stress
Max column load = 4836 #
Min column load = -1334 # Uplift
Overturning
(. 6-. 11Sds )DL +(0.6- .14Sds).75PLapp- .51EL=
(1 +0.11Sds)DL+ (1 +0.14Sds).75PL+ .51EL =
REQUIRED HOLD DOWN =
-1848 # MIN
4856 # MAX
-1848 #
Anchors: 1
T = 1848 #
2 0.5 in dia HILTI TZ
3.25 "embedment in 2500 psi concrete
Tcap = 2801 # 66% Stressed
V =
Braces:
461 # per leg Vcap = 4858 # =
COMBINED =
Brace height =
Brace width =
Length =
P =
Use :
41 "
44 "
60 "
944 #
C 1.500x 1.500x 0.075
A = 0.317 in
L/r = 124
Pcap = 3155 #
30%
OK
9% Stressed
52% Stressed
Base Plate Design
Column Load
Allowable Soil
Assume Footing
Soil Pressure
9.8 kips
1500 psf basic
30.7 in square on side
1500 psf
Bending:
Assume the concrete slab works as a beam that is fixed against rotation
at the end of the base plate and is free to deflect at the extreme
edge of the assumed footing, but not free to rotate.
Mmax = w1'2/3
Use 5 "square base plate
w = 10.4 psi
Load factor = 1.67
Shear :
1 =
M =
5 in thick slab f'c =
s = 4.17 in3 fb =
Fb = 5(phi) (f'cA.5) =
Beam fv =
Punching fv =
Base Plate Bending
1 =
fb =
36 psi Fv =
74 psi Fv =
10.37 in
624 # -in
2500 psi
150 psi
163 psi
85 psi
170 psi
Use 0.375 " thick
1.5 in w = 394 psi
18904 psi Fb = 37500 psi
OK !!
OK !!
OK !!
OK !!
7,P
Calculations for :
DITCHWITCH
TUKWILLA, WA
12/05/2011
Loading: 150 # load levels
4 shelf levels @ 4,30,56,84
Seismic per IBC 2009 100% Utilization
Sds = 0.980 Sdl = 0.507
Uprights:
I = 1.00
48 " Load Beams
24 " wide
2.25x 2.50x 0.100 Base Plates
with 1- 0.375in x 2.50in Embed Anchor /Column
by : Ben Riehl
Registered Engineer WA# 21008
In Upright Plane
Seismic Load Distribution
per 2009 IBC Sds = 0.980
Weight
I =
1.00 Allowable Stress Increase
1.00 R = 6.0
V = (Sds /R) *I *P1 *.67
20 # per level frame weight
Columns @ 24 "
Levels Load WiHi Fi FiHi
(inches) ( #) (k -in) ( #) (k -in)
84 170 14 36 3
56 170 10 24 1
30 170 5 13 0
4 170 1 2 0
0 0 0 0 0
0 0 0 0 0
680 30 74 5
Max column load = 538 #
Min column load = -17 # Uplift
Overturning
(. 6-. 11Sds )DL +(0.6- .14Sds).75PLapp- .51EL=
(1 +0.11Sds)DL+ (1 +0.14Sds).75PL+ .51EL =
REQUIRED HOLD DOWN =
-11 # MIN
401 # MAX
-17 #
Anchors: 1
V =
T =
Tcap =
17 #
1 0.375 in dia HILTI TZ
2.5 "embedment in 2500 psi concrete
794 # 2% Stressed
37 # per leg Vcap = 904 # =
COMBINED =
OK
4% Stressed
1% Stressed
ZZ
In Upright Plane
Seismic Load Distribution TOP LOAD ONLY
per 2009 IBC Sds = 0.980
Weight
I =
1.00 Allowable Stress Increase
1.00 R = 6.0
V = (Sds /R) *I *P1
20 # per level frame weight
Columns @ 24 "
Levels Load WiHi Fi FiHi
(inches) ( #) (k -in) ( #) (k -in)
84 170 14 33 3
56 20 1 3 0
30 20 1 1 0
4 20 0 0 0
0 0 0 0 0
0 0 0 0 0
- - -- - - -- - - -- - - --
---- - - -- - - -- - - --
230 16 38 3
Max column load = 240 #
Min column load = -25 # Uplift
Overturning
(. 6-. 11Sds )DL +(0.6- .14Sds).75PLapp- .51EL=
(1 +0.11Sds)DL+ (1 +0.14Sds).75PL+ .51EL =
REQUIRED HOLD DOWN =
-60 # MIN
244 # MAX
-60 #
Anchors: 1
V =
T =
Tcap =
60 #
1 0.375 in dia HILTI TZ
2.5 "embedment in 2500 psi concrete
794 # 8% Stressed
19 # per leg Vcap = 904 # =
COMBINED =
OK
2% Stressed
2% Stressed
2�
Calculations for :
DITCHWITCH
TU KW I LLA, WA
12/05/2011
Loading: 75 # load levels
5 shelf levels @ 4,24,44,64,84
Seismic per IBC 2009 100% Utilization
Sds = 0.980 Sdl = 0.507
I = 1.00
48 " Load Beams
Uprights: 24 " wide
2.25x 2.50x 0.100 Base Plates
with 1- 0.375in x 2.50in Embed Anchor /Column
by : Ben Riehl
Registered Engineer WA# 21008
In Upright Plane
Seismic Load Distribution
per 2009 IBC
Weight
I =
Sds = 0.980
1.00 Allowable Stress Increase
1.00 R = 6.0
V = (Sds /R) *I *P1 *.67
20 # per level frame weight
Columns @ 24 "
Levels Load WiHi Fi FiHi
(inches) ( #) (k -in) ( #) (k -in)
84 95 8 20 2
64 95 6 15 1
44 95 4 10 0
24 95 2 6 0
4 95 0 1 0
0 0 0 0 0
- - -- - - -- - - -- - - --
---- - - -- - - -- - - --
475 21 52 3
Max column load = 372 #
Min column load = -8 # Uplift
Overturning
(. 6-. 11Sds )DL +(0.6- .14Sds).75PLapp- .51EL=
(1 +0.11Sds)DL+ (1 +0.14Sds).75PL+ .51EL =
REQUIRED HOLD DOWN =
-0 # MIN
284 # MAX
-8 #
Anchors: 1
V =
T =
Tcap =
8 #
1 0.375 in dia HILTI TZ
2.5 "embedment in 2500 psi concrete
794 # 1% Stressed
26 # per leg Vcap = 904 # =
COMBINED =
OK
3% Stressed
0% Stressed
2�
In Upright Plane
Seismic Load Distribution TOP LOAD ONLY
per 2009 IBC Sds = 0.980
Weight
I =
1.00 Allowable Stress Increase
1.00 R = 6.0
V = (Sds /R) *I *P1
20 # per level frame weight
Columns @ 24 "
Levels Load WiHi Fi FiHi
(inches) ( #) (k -in) ( #) (k -in)
84 95 8 21 2
64 20 1 3 0
44 20 1 2 0
24 20 0 1 0
4 20 0 0 0
0 0 0 0 0
175 11 29 2
Max column load = 177 #
Min column load = -14 # Uplift
Overturning
(. 6-. 11Sds )DL +(0.6- .14Sds).75PLapp- .51EL=
(1 +0.11Sds)DL+ (1 +0.14Sds).75PL+ .51EL =
REQUIRED HOLD DOWN =
- 42 # MIN
182 # MAX
- 42 #
Anchors: 1
V =
T =
Tcap =
42 #
1 0.375 in dia HILTI TZ
2.5 "embedment in 2500 psi concrete
794 # 5% Stressed
14 # per leg Vcap = 904 # _
COMBINED =
OK
2% Stressed
1% Stressed
Calculations for :
DITCHWITCH
TUKWILLA, WA
12/05/2011
Loading: 75 # load levels
5 shelf levels @ 4,24,44,64,84
Seismic per IBC 2009 1006 Utilization
Sds = 0.980 sal = 0.507
I = 1.00
48 " Load Beams
Uprights: 18 " wide
2.25x 2.50x O.1OC Base Plates
with 1- 0.375in x 2.50in Embed Anchor /Column
by : Ben Riehl
Registered Engineer WA# 21008
In Upright Plane
Seismic Load Distribution
per 2009 IBC
Weight
I =
Sds = 0.980
1.00 Allowable Stress Increase
1.00 R = 6.0
V = (Sds /R) *I *P1 *.67
20 # per level frame weight
Columns @ 18 "
Levels Load WiHi Fi FiHi
(inches) ( #) (k -in) ( #) (k -in)
84 95 8 20 2
64 95 6 15 1
44 95 4 10 0
24 95 2 6 0
4 95 0 1 0
0 0 0 0 0
- - -- - - -- - - -- - - --
---- - - -- - - -- - - --
475 21 52 3
Max column load = 417 #
Min column load = -53 # Uplift
Overturning
(. 6-. 11Sds )DL +(0.6- .14Sds).75PLapp- .51EL=
(1 +0.11Sds)DL+ (1 +0.14Sds).75PL+ .51EL =
REQUIRED HOLD DOWN =
- 23 # MIN
307 # MAX
- 53 #
Anchors: 1
V =
T =
Tcap =
53 #
1 0.375 in dia HILTI TZ
2.5 "embedment in 2500 psi concrete
794 # 7% Stressed
26 # per leg Vcap = 904 # =
COMBINED =
OK
3% Stressed
1% Stressed
In Upright Plane
Seismic Load Distribution TOP LOAD ONLY
per 2009 IBC Sds = 0.980
Weight
I =
1.00 Allowable Stress Increase
1.00 R = 6.0
V = (Sds /R) *I *P1
20 # per level frame weight
Columns @ 18 "
Levels Load WiHi Fi FiHi
(inches) ( #) (k -in) ( #) (k -in)
84 95 8 21 2
64 20 1 3 0
44 20 1 2 0
24 20 0 1 0
4 20 0 0 0
0 0 0 0 0
- - -- - - -- - - -- - - --
---- - - -- - - -- - - --
175 11 29 2
Max column load = 207 #
Min column load = -44 # Uplift
Overturning
(. 6-. 11Sds )DL +(0.6- .14Sds).75PLapp- .51EL=
(1 +0.11Sds)DL+ (1+0.14Sds).75PL+ .51EL =
REQUIRED HOLD DOWN =
-72 # MIN
212 # MAX
-72 #
Anchors: 1
V =
T =
Tcap =
72 #
1 0.375 in dia HILTI TZ
2.5 "embedment in 2500 psi concrete
794 # 9% Stressed
14 # per leg Vcap = 904 # =
COMBINED =
OK
2% Stressed
2% Stressed
29
CCityofTukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
December 9, 2011
Roger Stuessi
9883 40 Avenue S
Seattle, WA 98118
RE: Incomplete Letter #1
Development Permit Application D11 -389
Ditchwitch NW —12900 48 Av S
Dear Mr. Steussi,
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on
December 7, 2011 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: Alan Metzler at 206 971 -8718 if you have any questions concerning
the following comment:
1. Provide details of commodities /materials to be stored on racks.
2. Provide total height of storage.
Please address the comment above in an itemized format with applicable revised plans, specifications,
and /or other documentation. The City requires that two (2) 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,
Enclosures
File: DI1 -389
W:\Permit Center\Incomplete Letters\20I 1\DI 1 -389 Incomplete Ltr #1.doc
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
OPERMIT COORD COPS
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D11 -389 DATE: 12/13/11
PROJECT NAME: DITCHWITCH NW
SITE ADDRESS: 12900 48 AV S
Original Plan Submittal
X Response to Incomplete Letter # 1
Response to Correction Letter # Revision # after Permit Issued
ft4Ji(J
D EPARTM TS: C�� C � iin !vision ire Prevention
Public Works
Structural
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete N.
Incomplete
DUE DATE: 12/15/11
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,
Structural Review Required 1, 1 No further Review Required
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 01/12/12
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
PERMIT COORD COPS
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D11 -389 DATE: 12/07/11
PROJECT NAME: DITCHWITCH NW
SITE ADDRESS: 12900 48 AV S
X Original Plan Submittal
Response to Incomplete Letter #
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
Building Division IN
Public Works
a t/W- 4 I
Fire Prevention
Structural
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete RI
DUE DATE: 12/08/11
Not Applicable
Comments:
Permit Center Use Only /� �y
INCOMPLETE LETTER MAILED: 1 4011 I(
Departments determined incomplete: Bldg ❑
LETTER OF COMPLETENESS MAILED:
Fire k Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route
Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 01/05/12
Approved Approved with Conditions n 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
•
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.tulcwila.wa.us
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: / 2_// 3/// Plan Check/Permit Number: D 1 1 -3 89
® Response to Incomplete Letter # 1
❑ Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Ditchwitch NW
Project Address: 12900 48 Av S
Contact Person:
RECEIVED
CITY OF Tl14fffL4
DEC 13 2011
PERMIT ,t3Ft t,
e,s1 " Phone Number: d` 1 6 - s' `t -333/
Summary of Revision: ,o
r / — (� D wit a Jre"/ - /a_ s -1-0 e f
,lo ci 7-17 T r4 c - F_ Q 4. -1-.s / l9 2/i
/AP-, i r� .4 s e.,,474- b ax es
�c• 1.7 w✓ 2c <�, cr � , «� G 6 •9 0
Sheet Number(s):
"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
\applications forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
Contractors or Tradespeople P ter Friendly Page
•
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 ENGINEERED PRODUCTS, A PAPE CO UBI No. 602684203
Phone 2063943300 Status Active
Address 9883 40Th Ave So License No. ENGINPC931C0
Suite /Apt. License Type Construction Contractor
City Seattle Effective Date 2/20/2007
State WA Expiration Date 2/20/2013
Zip 98118 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
ENGINSP142RA
ENGINEERED
STORAGE
PRODUCTS CO
Construction
Contractor
General
Unused
12/1/1986
1/1/2000
Archived
GADCOMH991K4
GADCO MATERIAL
HANDLING LLC
Construction
Contractor
General
Unused
5/24/2001
1/3/2009
Expired
ENGINPI013JK
ENGINEERED
PRODUCTS INC
Construction
Contractor
General
Unused
4/12/1999
1/6/2010
Out Of
Business
Business Owner Information
Name
Role
Effective Date
Expiration Date
CT CORP SYSTEMS
Agent
02/20/2007
Amount
SALMAN, DAVID E
President
02/16/2007
ZAGLB9124000
RIECKE, ROBERT J
Secretary
02/16/2007
SAYLOR, THOMAS H
Treasurer
02/16/2007
ARCH INS CO
HOLLINGSHEAD, DANNY W
Vice President
02/16/2008
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
1
FIDELITY is DEPOSIT
CO OF MD
08748464
02/13/2007
Until Cancelled
$12,000.00
02/16/2007
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
4
Arch Specialty Ins
Co
ZAGLB9124000
09/30/2011
10/30/2012
$1,000,000.00
10/05/2011
3
ARCH INS CO
ZAGLB9118200
09/30/2010
09/30/2011
$1,000,000.00
09/24/2010
2
ARCH INS CO
ZAGLB9070400
09/30/2008
09/30/2010
$1,000,000.00
09 /28/2009
1
TRANSPORTATION
INS CO
C2081198749
01/01/2007
01/01/2009
$1,000,000.00
12/21/2007
Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
https: / /fortress.wa.gov /lni/bbip /Print. aspx
12/21/2011
4.4
VACINITY MAP
BUILDING ELEVATION
I
120th PI_
124th Zt
ir+ :'.
7C-..' .. ; W ;\
::C: - .f.• It )...\ s ...?
••, ...am 4
?4; i"i . i
.)i .0 _. _...........J:._:..._.. ,.:;.:,..:,,.,.......;:: ,..
:Ipt,:7-1 d.---.
1
•,..1<li .. .. 1
1 2 IL ..-: , ..11..._ Li ...... „...1 -,:t,
C2 ''. ..) ,*d.
., I I ■ ,.... 0 .
6 • '
:Li 1: -',.........,...,:"..,-, 1-:-/-7.-7.■'.•,,."..,:‘,
..... ,....
- '....!.::.\::'.. ... ": . .. • ...' ,......'...::,:,.1,: ,,,. $
.::' 8 loOth St,.
..,. s,,,„;. ,.. !,,...4......., ....„...„...„...,.„„..,..„...7,
..,)\
.
77,
•;
• 61%.4;,.,■..:„.
N<N:
i
I k
't
49,-3D
•
•,',.. -Ot ,
'...',,,e.,.,:.... ',...:,... .. .
..,,,„\:.1:.. -: :..!,-,--,...,.,
,\....1
... .. pr--=-.--.,
•,...
, . .....
,...:..,.,0.-,ct, .. . .
...:s.,...L.:,51p.;,..;,—..
-,...f et-',.,<:,..r::;zt
• ) 1/4..,./..... ' - f
f
... 12;.128th
ipothAL
TOP OF LOAD. 15'
1 , 1,, NA,,t, , . t IV', ' S 1 38
i
. c,. ; .., –.,
Riverton r
21'
hat-- • 'I
,
if; . 11 •
:1 1 81.137th $t
t. I
,
t■•••••••••-•-•-•
"."1"/
>;;;?..•
aijh.1 • `---foiter 1./
1 --- Eft 141' cP 'i
• i 1
z.,-.I . , , ,.
II 115,11 I,
''''''''1: 2] '' : ! 1 1 L.S4‘,L- ,
i
....- - C....:1 , , i __ I ,,,.. ..
li ..,.... .......
,;04':.--'t1)."---- 1 r-
.
1E3' — 2"
SEPARATE PERMIT
REQUIRED FOR:
Mektan
NI Electrical
l Plumbing
tI Gas Piping
City of Tukwila
BUILDING DIVISION
' . .
BUILDING STATISTICS
OCCUPANCY CLASSIFICATION:
CONSTRUCTION TYPE:
FLOOR AREA:
FIRST FLOOR (F-1) =
FIRST FLOOR (B) =
SECOND FLOOR (B) =
TOTAL SQ FT =
B (BUSINESS)
F-1 (FACTORY INDUSTRIAL)
V-B
3,144 SF
2,743 SF
958 SF
6,836 SF
NUMBER OF STORIES: 2
MAX BUILDING HEIGHT (ABOVE FLOOR): 22'-0" FEET
YES NO
[ [ X ]
FIRE ALARM SYSTEM: [ X [ •
AUTOMATIC FIRE SPRINKLER SYSTEM:
EGRESS SUMMARY
FIRST FLOOR:
TOTAL OCCUPANTS: 107
EGRESS WIDTH PER PERSON: 0.20
REQUIRED EGRESS WIDTH (IN INCHES): 21.4 (32 MIN.)
ACTUAL EGRESS WIDTH. (IN INCHES):
(7) 36" DOORS AT 33" NET = 231
SECOND FLOOR:
TOTAL OCCUPANTS:
STAIR WIDTH PER PERSON:
REQUIRED STAIR WIDTH (IN INCHES):
ACTUAL STAIR WIDTH (IN INCHES):
8
0.30
2.4 (36 MIN.)
42
FILE COPY
No...p I I- 271A...
108"
108"
108"
108"
ENGINEERED PRODUCTS A PAPS CO
9883 44TH AVENUE SOUTH Seattle,
Phone: 206- 394 -3300 Fax: 206- 575 -6688
REVIEVVED–FOR
CODE COMPLIANC
APPROVED
DEC 2 1 2011
Plen
Approval of con
the violation of any
of
BY
., to effors rind
documents does not autivrize
;1,4141 ;AI
or ordinance. Ron4fpt
‘4',! 4°44 •/, 4 #Virladilit;d:
City OfThkwlIa
BUILDING DIVISION
FIRE ESCAPE PLAN
REVISIONS
No . shall b made to the moos
of work without prior approve, of
Tukwila Budding Division.
Nan:: Revisions will rsquiro n rtsti pen subm!'7I
and may Include allitional plan r5Vvy
RECEIVED
CITY OF TUKWILA
DEC 0 71011
PERMIT CENTER
DRAWN BY:
CL
SCALE:
STATED
DATE:
9/12/2011
JOB NO:
052605-001B
CHECKED BY:
JG
SHEET NO.
OF 3 SHEETS
w
24 "x48"
24 "x48"
24 "x48"
24 "x48"
24"x48"
24 "x48"
24 "x36"
5' -6"
N
02 02
24 "x48"
24 "x48"
o2
24 "x48"
24 "x36"
24 "x36"
24 "x36"
24 "x48"
24 "x48"
24 "x36"
24 "x36"
4' -7"
3
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 21 2011
City of Tukwila
BUILDING DIVISION
tAi3 81
PLAN NORTH
RECEIVED
CITY OF TUKWILA
urn; 0 7'.2011
PERMIT CENTER
O
0
kW
fct
0.
0.
u)
1-
0
0.
W
ce
W
W
z
t9
z
W
40TH AVENUE SOUTH
t•r)
oo
00
(0
CO
(.0
)
r•-•
0
N
• c
0
0
0
12900 48T1-1 AVE S
TUKWILA, WA 98168
DRAWN BY:
CL
SCALE:
3/14»_ 1 -0„
DATE:
9/12/2011
JOB NO:
052605 -001 B
CHECKED BY:
JG
SHEET NO.
OF 3 SHEETS
C:\ Users \BEN \Dropbox \Public\ACAD\ DRAWINGS \R211311.dwg 12/5/2011 12:40:12 PM
STORAGE RACK
3' -8'
z
X
J
0
BRACE
UPRIGHT
12' -0'
z
2
J
a
U
3/8"x 5'x 8'
BASEPLATE
(2) 1/2'16 ANCHORS
COLUMN & BASE PL
LOAD BEAM
1 -5/8'H x 1' W
STEP
14 GA THICK
PERMANENT PLAQUE NOT LESS THAN
50 SQ INCHES IN AREA TO BE PLACED
IN CONSPICUOUS • LOCATION STATING
3400# CAPACITY @ 40', 75', 110', 144'
LOAD BEAM ELEVATION
C
14 .5 GA HK I—I
2" OF 1/8'
FILLET WELD
EA END TO COLUMN
BRACE
(3) PIN CONN
10'
1"
1'
•
Qi)
BRACE CONN
z
X
0
PERMANENT PLAQUE NOT LESS THAN
50 SQ INCHES IN AREA TO BE PLACED
IN CONSPICUOUS LOCATION STATING
1000# CAPACITY @ 40 ", 48', 58', 66"
3400# CAPACITY @ 75', 110', 144'
9' -0'
LOAD BEAM
LOAD BEAM
m
8 m
101: w
m8'
1 01
o (3) AISI A502 -2 RIVETS
43 0 LOAD BEAM 7/16'0 2'oc
HOOK THRU SLOTS
IN COLUMN
1-5/8x 3x� O
3/16' THK 1/8V VERT EDGES
'CONNECTOR
LOAD
BEAM
2' -11"
ID
ID
ID 2' -11"
ID
il I-
ID
to CONNECTOR w 3' -4'
a a. 1
LOAD BEAM ELEVATION
z
a
a
0
COLUMN
1/8 V1 -1/2'
EA SIDE
3/8x 5x 8 BASEPLATE
(2) 1/2'0 ANCHORS
6'oc
FF
3.25'
5' CONCRETE SLAB ON GRADE
COLUMN BASE X- SECTION
SAFETY PIN TO RESIST
100041 UPLIFT LOAD
COLUMN -BEAM CONN
NOTES
1.) DESIGNED PER 2009 IBC & ASCE /SEI 7 -05 CHAPTER 15
2.) MATERIAL SPECS1 Fy = 55ksi
ALL WELDS E70xx ELECTRODES
5" CONCRETE SLAB 2500psi
ALLOW SOIL PRESSURE 1500psf
3J SEISMIC Sds =98Xg Sd1 =51Xg Design Cat. 'D"
4,) LOAD PER LEVEL: SEE NOTE ABOVE ELEVATIONS
5.) ANCHORS TO BE HILTI TZ
MINIMUM OF 3,25" EMBEDMENT PER ESR #1917
SPECIAL INSPECTION IS REQ'd
12 -5 -11
EASY. UP STORAGE SYSTEMS
for DITCHWITCH
PAGE 1 12900 48th AVE S, TUKWILLA WA
SHELVING
TYPE "Ai
PERMANENT PLAQUE NOT LESS THAN
50 SQ INCHES IN AREA TO BE PLACED
IN CONSPICUOUS LOCATION STATING
150# CAPACITY @ 4 ", 30', 56', 84'
4'-0'
7' -0"
MAX
7' -0'
FRONT END
ELEVATION
EASY UP PARTS
2.5'
2.25' 1.38"
0
7/8"
1/8
7' -0'
TYPE "B"
PERMANENT PLAQUE NOT LESS THAN
50 SQ INCHES IN AREA TO BE PLACED
IN CONSPICUOUS LOCATION STATING
75# CAPACITY @ 4 ", 24', 44 ", 64', 84'
4' -0" 18' or 4'
MAX
2.25" x 2.50" x 0.13 " FOOTPL
12 GA. POST
8 "0 HILT! 12
CONCRETE WEDGE ANCHOR
2.5'EMB.
5•
CONCRETE FLOOR
1
7' -O'
FRONT END
ELEVATION
POST & BASE DETAIL
gal
cs
6 C
M
POI 1
° !;aii � M 810
ogffig gscez
REVIEWED 4R
CODE POMPLIANCE
ROVED
DEC 21 2011
BUILDING °fi Tukwila
DIVISION.
0
U
0
0.
ddQ
V♦
1-
V
0
0.
0
W
oe
W
w
z
z
w
Seattle, WA 981
9883 40TH AVENUE SOUTH
206- 575 -6688
206 -394 -3300
0
L
0_
NOTES
1,) DESIGNED PER 2009 IBC & ASCE /SEI 7 -05 CHAPTER 15
2.) MATERIAL SPECS Fy = 55ksi
ALL WELDS E70xx ELECTRODES
5' CONCRETE SLAB 2500psi
ALLOW SOIL PRESSURE 1500psf
3,) SEISMIC Sds =98Xg Sd1 =51Xg Design Cat. "D"
4.) LOAD PER LEVEL) SEE NOTE ABOVE ELEVATIONS
5J ANCHORS TO BE HILTI TZ
MINIMUM OF 2.5' EMBEDMENT PER ESR #1917
SPECIAL INSPECTION IS REQ'd
12 -5 -11
EASY UP STORAGE SYSTEMS
for DITCHWITCH
PAGE 2 12900 48th AVE S, TUKWILLA, WA
89
RECEIVED
CITY OF MO RA
DEC 0 72011
PERMIT CENTER
D
DRAWN BY:
CL
SCALE:
STATED
12900 48TH AVE S
DATE:
9/12/2011
TUKWILA, WA 98168
JOB NO:
052605 -001 B
CHECKED BY:
JG
SHEET NO. •
3
OF 3 SHEETS
LOAD BEAM
Ok
CONNECTOR
LOAD BEAM
21-
2'-
CONNECTOR LOAD BEAM
m
w
`- CONNECTOR •
LOAD BEAM
2'`
H
UPRIGHT L
f-I13
CONNECTOR jW
3' -.
LOAD BEAM ELEVATION
C
14 .5 GA HK I—I
2" OF 1/8'
FILLET WELD
EA END TO COLUMN
BRACE
(3) PIN CONN
10'
1"
1'
•
Qi)
BRACE CONN
z
X
0
PERMANENT PLAQUE NOT LESS THAN
50 SQ INCHES IN AREA TO BE PLACED
IN CONSPICUOUS LOCATION STATING
1000# CAPACITY @ 40 ", 48', 58', 66"
3400# CAPACITY @ 75', 110', 144'
9' -0'
LOAD BEAM
LOAD BEAM
m
8 m
101: w
m8'
1 01
o (3) AISI A502 -2 RIVETS
43 0 LOAD BEAM 7/16'0 2'oc
HOOK THRU SLOTS
IN COLUMN
1-5/8x 3x� O
3/16' THK 1/8V VERT EDGES
'CONNECTOR
LOAD
BEAM
2' -11"
ID
ID
ID 2' -11"
ID
il I-
ID
to CONNECTOR w 3' -4'
a a. 1
LOAD BEAM ELEVATION
z
a
a
0
COLUMN
1/8 V1 -1/2'
EA SIDE
3/8x 5x 8 BASEPLATE
(2) 1/2'0 ANCHORS
6'oc
FF
3.25'
5' CONCRETE SLAB ON GRADE
COLUMN BASE X- SECTION
SAFETY PIN TO RESIST
100041 UPLIFT LOAD
COLUMN -BEAM CONN
NOTES
1.) DESIGNED PER 2009 IBC & ASCE /SEI 7 -05 CHAPTER 15
2.) MATERIAL SPECS1 Fy = 55ksi
ALL WELDS E70xx ELECTRODES
5" CONCRETE SLAB 2500psi
ALLOW SOIL PRESSURE 1500psf
3J SEISMIC Sds =98Xg Sd1 =51Xg Design Cat. 'D"
4,) LOAD PER LEVEL: SEE NOTE ABOVE ELEVATIONS
5.) ANCHORS TO BE HILTI TZ
MINIMUM OF 3,25" EMBEDMENT PER ESR #1917
SPECIAL INSPECTION IS REQ'd
12 -5 -11
EASY. UP STORAGE SYSTEMS
for DITCHWITCH
PAGE 1 12900 48th AVE S, TUKWILLA WA
SHELVING
TYPE "Ai
PERMANENT PLAQUE NOT LESS THAN
50 SQ INCHES IN AREA TO BE PLACED
IN CONSPICUOUS LOCATION STATING
150# CAPACITY @ 4 ", 30', 56', 84'
4'-0'
7' -0"
MAX
7' -0'
FRONT END
ELEVATION
EASY UP PARTS
2.5'
2.25' 1.38"
0
7/8"
1/8
7' -0'
TYPE "B"
PERMANENT PLAQUE NOT LESS THAN
50 SQ INCHES IN AREA TO BE PLACED
IN CONSPICUOUS LOCATION STATING
75# CAPACITY @ 4 ", 24', 44 ", 64', 84'
4' -0" 18' or 4'
MAX
2.25" x 2.50" x 0.13 " FOOTPL
12 GA. POST
8 "0 HILT! 12
CONCRETE WEDGE ANCHOR
2.5'EMB.
5•
CONCRETE FLOOR
1
7' -O'
FRONT END
ELEVATION
POST & BASE DETAIL
gal
cs
6 C
M
POI 1
° !;aii � M 810
ogffig gscez
REVIEWED 4R
CODE POMPLIANCE
ROVED
DEC 21 2011
BUILDING °fi Tukwila
DIVISION.
0
U
0
0.
ddQ
V♦
1-
V
0
0.
0
W
oe
W
w
z
z
w
Seattle, WA 981
9883 40TH AVENUE SOUTH
206- 575 -6688
206 -394 -3300
0
L
0_
NOTES
1,) DESIGNED PER 2009 IBC & ASCE /SEI 7 -05 CHAPTER 15
2.) MATERIAL SPECS Fy = 55ksi
ALL WELDS E70xx ELECTRODES
5' CONCRETE SLAB 2500psi
ALLOW SOIL PRESSURE 1500psf
3,) SEISMIC Sds =98Xg Sd1 =51Xg Design Cat. "D"
4.) LOAD PER LEVEL) SEE NOTE ABOVE ELEVATIONS
5J ANCHORS TO BE HILTI TZ
MINIMUM OF 2.5' EMBEDMENT PER ESR #1917
SPECIAL INSPECTION IS REQ'd
12 -5 -11
EASY UP STORAGE SYSTEMS
for DITCHWITCH
PAGE 2 12900 48th AVE S, TUKWILLA, WA
89
RECEIVED
CITY OF MO RA
DEC 0 72011
PERMIT CENTER
D
DRAWN BY:
CL
SCALE:
STATED
12900 48TH AVE S
DATE:
9/12/2011
TUKWILA, WA 98168
JOB NO:
052605 -001 B
CHECKED BY:
JG
SHEET NO. •
3
OF 3 SHEETS