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Permit D15-0033 - BLANCHARD ELECTRIC - STORAGE RACKS
I Is] r it'll Ili wy [0 MUK � 73mmalawk- (4 9112 E MARGINAL WAY S D15-0033 Parcel No: Address: Citv of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT 5422600150 Permit Number: D15-0033 9112 E MARGINAL WAY S Issue Date: 2/25/2015 Permit Expires On: 8/24/2015 Project Name: BLANCHARD ELECTRIC Owner: Name: WOOD MEADOWS LLC Address: PO BOX 654, KIRKLAND, WA, 98083 Contact Person: Name: ROGER STUESSI Phone: (206) 394-3331 Address: 9883 40TH AVE 5, SEATTLE, WA, 98118 Contractor: Name: ENGINEERED PRODUCTS Phone: (206) 394-3300 Address: 18271 ANDOVER PK W , TUKWILA, WA, 98188 License No: ENGINPC931CO Expiration Date: 2/20/2017 Lender: Name: Address: DESCRIPTION OF WORK: INSTALL 8' TALL SHELVING Project Valuation: $24,000.00 Fees Collected: $957.70 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Occupancy per IBC: S-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature:z, i�' ��-.... Date:='T ` ✓/3 � Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 4013:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 8: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 7: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 9: 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) 10: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.3.1) 6: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 11: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 12: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 13: ***BUILDING PERMIT CONDITIONS*** 14: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 15: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 16: 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. 17: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 18: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC 10:: CITY OF TMr 1LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ho://www.TukwilaWA.P,ov Building Permit No. s - 003 Project No. Date Application Accepted: O off- 0-7115 Date Application Expires: (ir'J For o tce use onl CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION Z King Co Assessor's Tax No.: 2'Z 6 0/5-0 0 Site Address: Suite Number: Floor: Tenant Name: /=� G A /J c f� �-� Af ��"��" New Tenant: 0..... Yes El.. No PROPERTY OWNER Name: Address: �n taX F6,7t-y---- State:Z./.f CONTACT PERSON - person receiving all project communication Name: c Address: City:S�� State;4/4 Zip:lC�r! Phone:2-,d 3fy'333/ Fax: d�'3dF d5l3� Email:-Dl�y�n 0,4 f,, eep u r'A - 4 - GENERAL CONTRACTOR INFORMATION Company Name: �h o2�vt Address: City: State�� Phone:�� 2 �7770 Fax,4-,04 Contr Reg No..��, y/ram /°G Exp Date: G Tukwila Business License No.: ARCHITECT OF RECORD Company Name: /I G Architect Name: Address: City: V1 I t,State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: 14 � Engineer Name: Address: City: /l�f� s State: e Zip: y✓�1/Q S Phone:�� 3�9y Fax: Email: LENDERIBOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: /12- _ G City: State: ,4 Zip: onto H:\Applications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 1 of 4 BUILDING PERMIT INFORMATI( . 206-431-3670 Valuation of Project (contractor's bid price): $-0 ;2- '�_/ D d d Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Will there be new rack storage? ❑ .... Yes A ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 2 "d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....... Yes ❑ ....... No If "yes", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: Sprinklers ❑ .......Automatic Fire Alarm El ....... None El ....... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .......Yes GE)•••... No If "yes, attach list of materials and storage locations on a separate 8-112 " x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2012 ApplicationsWermit Application Revised - 2-7-12.docx Revised: February 2012 Page 2 of 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN Signature G OWNEA THO ED AGO&--.� ti Date:��/ 7 Print Name: / ►�� C ' ��a- xs' / Day Telephone: '6 r3� Mailing Address: % �� d t- �'� .� <64 zl / City State Zip H:\Applications\Forms-Applications On Linet2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: Febmary 2012 Page 4 of 4 PUBLIC WORKS PERMIT INFE14ATION — 206-433-0179 It 'Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ... Water District # 125 El ... Highline El ... Renton ❑ .. Water Availability Provided Sewer District El.. Tukwila ❑ ...Valley View El ... Renton El ... Seattle ❑ .. Sewer Use Certificate ❑ ... Sewer Availability Provided 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. Submitted with Application (mark boxes which an ❑ .. Civil Plans (Maximum Paper Size — 22" x 34" ❑ .. Technical Information Report (Storm Drainage) El ... Geotechnical Report ❑ .. Traffic Impact Analysis ❑ .. Bond ❑... Insurance ❑... Easement(s) El ... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours El ... Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance El ... Right-of-way Use — Potential Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑... Work in Flood Zone El ... Storm Drainage ❑... Abandon Septic Tank El ... Curb Cut El ... Pavement Cut ❑... Looped Fire Line ❑ .. Permanent Water Meter Size (1) " ❑ .. Temporary Water Meter Size (1) " ❑ .. Water Only Meter Size........... " ❑ .. Sewer Main Extension............ Public ❑ ❑ .. Water Main Extension............ Public ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water . El.. Sewer Months Service Billing to: Name: Mailing Address: Water Meter Refund/Billine: Name: Mailing Address: El ... Grease Interceptor ❑ ... Channelization ❑ ... Trench Excavation El ... Utility Undergrounding WO # (2) " WO # (3) WO # WO # (2)" WO # (3) " WO # WO # El.. Deduct Water Meter Size " Private ❑ Private ❑ Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Day Telephone: City Day Telephone: State Zip H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 City State Zip Page 3 of 4 DESCRIPTIONSACCOUNT PermitTRAK QUANTITY PAID $593.24 D15-0033 Address: 9112 E MARGINAL WAYS Apn: 5422600150 $593.24 DEVELOPMENT $565.20 PERMIT FEE R000.322.100.00.00 0.00 $560.70 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $28.04 TECHNOLOGY FEE TOTAL PAID R4665 R000.322.900.04.00 0.00 $28.04 $593.24 Date Paid: Wednesday, February 25, 2015 Paid By: ROGER STUESSI Pay Method: CREDIT CARD 182268 Printed: Wednesday, February 25, 2015 1:27 PM 1 of 1 SYSTEMS Date Paid: Monday, February 09, 2015 Paid By: ROGER H STUESSI Pay Method: CREDIT CARD 180719 Printed: Monday, February 09, 2015 3:01 PM 1 of 1 (rl?" SYSTEMS i Rl- INSPECTION RECORD Retain a copy with permit P (Y-- 0 C) 33 INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project Type of Inspection: Address-. Da q ZkW(fda w.Ky, soecial Instructionsf t Date Wantea.' a.m. 7�6 — (r p.m. Requester, Phone r46 -2,7- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD D I Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT ?nr%-S7,;-44m Project: Type of Inspectol-:°�""` i Address: Contact Person: Suite #:W, Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector• Date: , �",� Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. timing Aaaress Attn: Company Name: Address: City: State: zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i l i n g S t e e I S o i I s W o o d February 25, 2015 File No. 15-190 Building Official City of Tukwila Building Department 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Project: Blanchard Electric Address: 9112 E. Marginal Way S. Permit: D15-0033 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND i 1ATERIAL f Lc'f ING NATIONALLY ACCEPTED LASORATOPY This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of our inspection report has already been forwarded to you. * Verified with contractor that the approved plans called out for Hilti KB-TZ's. 1. Proprietary anchor bolt installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. E/0� (�&t 0&t6 Kimberle Anderson President CC: Easy Up Storage -Roger Stuessi tMSCEM VP0FTUKW1LA 2 215 PERMIT CENTER Tel: (425) 881-5812 Fax (425) 881-5441 e 7126 180th Ave. NE - P.O. Box 2523 a Redmond, WA 98073 Field Report Report#: 25421 A.A.R. Testing=Labgratory lnck 7126 180t1i<Ave:N.E., Park 1$O;,Suite C101, Redmond, WA 98052 Phone_425.8;81.58,12;Fax 425,881.5441 Client: Easy Up Storage Project Number: 15-190 9883 40th Ave. S. Permit #: D-15-0033 Seattle, WA 98118 Project Name: Blanchard Electric Contact: Roger Stuessi Address: 9112 E. Marginal Way S. Inspection Performed: Proprietary Anchors Date: 2/23/2015 Time: Temperature: Dn site for inspection on anchor bolts for all interior racks. No plans or details were on site for this nspection. Hilti KB-TZ 3/8" x 3 3/4" were installed at 25 ft./lbs. per ESR 1917. i Distribution: ❑f Distribute Client ❑ Distribute Contractor Inspector: Nygard, John ❑ Distribute Engineer ❑Distribute Owner ❑i Distribute Municipality ❑ Distribute Other Reviewed by: Michele Guerrini ❑ Distribute Architect ❑ Distribute Other 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 5M1/i4..16 Ae q117,�, s, 'Tz-� clw <c,c. i0; 0 �-IAksFo S67,,Wl e, 4; r 0 q (fir rL a � .. J. R l , �qz .� Z SI ONAL RECEIVED CITY OF TUKWILA FM 8 9 20 PERMIT CENTER ==«Y." Y.,-.,al uiyua,.c. w i. usgs.gvvi ucsigilm aps/Us/summary.pnp-ttem... EMM Design Maps Summary Report User -Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.52140N, 122.2989°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III smi NNZ,, 5000M 1 Mftret EVA t m;a pqU@St USGS-Provided Output t> NaRN. A M E R I C A 0 MapQuest Ss = 1.512 g SMs = 1.512 g Sos = 1.008 g Sl = 0.574 g SMl = 0.861 g Sol = 0.574 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.76 1.60 1.10 1.44 0.99 1.12 0.77 0.96 a 0.66 y 0.20 y 0.55 0.64 0.44 0.48 0.33 ` 0.32 0. 22+ 0.16 0.11 0.00i i 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.50 L20 2.00 Period, T (sec) Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. Design Response Spectrum of l iiMIAis u•aA An,f - Cold Formed ------------------- ------------------- Column Depth 1.375 in Fy = 36 ksi .Flange 0.875 in Lip 0.688 in Thickness 0.1050 in COLUMN R 0.1000 in Blank = 3.82 in wt = 1.4 plf A = 0.401 in2 Ix = 0.089 in4 Sx = 0.130 in3 Rx = 0.472 in Iy = 0.043 in4 Sy = 0.098 in3 Ry = 0.327 in a 0.9650 Web w/t 9.1905 a bar 1.2700 Flg w/t 4.4286 b 0.4650 x bar 0.3850 b bar 0.7700 m 0.5913 c 0.4825 x0 -0.9763 c bar 0.6350 J 0.0015 u 0.2395 x web 0.4375 gamma 1.0000 x lip 0.4375 R' 0.1525 h/t 11.0952 0.154 INCH SLOTS IN FLANGES 0.154 INCH SLOTS IN WEB An = 0.352 IN2 CENTER OF GRAVITY X = 0.018 IN Ix = 0.076 IN4 Iy = 0.040 IN4 Sx = 0.111 IN4 Sy = 0.089 IN4 Ly = 24 in L/r = 73 Fa = 16.30 ksi Pcap = 5.74 kips Ly = 36 in L/r = 110 Fa = 11.40 ksi Pcap = 4.02 kips Ly = 48 in L/r = 147 Fa = 6.83 ksi Pcap = 2.41 kips Mx cap = 2.39 k-in My cap = 1.91 k-in A v POST CONNECTOR ------------------- ------------------- HEIGHT OF BEAM 3.250 INCHES MAT'L THICKNESS 0.075 INCHES INSIDE RADIUS 0.090 INCHES WIDTH 0.500 INCHES ON TOP WIDTH 0.500 INCHES ON BOTTOM STEEL YIELD 36.0 KSI ABOUT THE HORIZONTAL AXIS ABOUT THE VERTICAL AXIS L Y LY LY2 Ii X LX LX2 SIDE 2.9200 1.6250 4.7450 7.7106 2.0748 0.0375 0.1095 0.0041 TOP 0.3350 3.2125 1.0762 3.4573 0.0000 0.3325 0.1114 0.0370 BOTTOM 0.3350 1.7125 0.5737 0.9824 0.0000 -0.2575 -0.0863 0.0222 CORNERS 1 0.2003 3.1662 0.6341 2.0077 0.0003 0.0838 0.0168 0.0014 2 0.2003 0.0838 0.6341 2.0077 0.0003 -0.0088 0.0168 0.0014 TOTALS 3.9906 9.8000 7.6631 16.1657 2.0754 0.1875 0.1682 0.0662 AREA = 0.299 IN2 CENTER GRAVITY = 1.920 INCHES TO BASE 0.042 INCHES TO LONG SIDE Ix = 0.264 IN4 Iy = 0.005 IN4 Sx = 0.138 IN3 Sy = 0.002 IN3 Rx = 0.940 IN Ry = 0.129 IN ALLOWABLE MOMENT = 2.974 K-IN END CONNECTOR MOMENT CAPACITY 0.375 INCHES IN SHEAR Fv = 14.4 KSI 0.405 0.528 INCHES IN TENSION Ft = 21.6 KSI 0.855 CAPACITY PER TAB = 0.405 KIPS 2.00 INCHES OC 0.50 INCHES TO EDGE 2.5 1.094 KIP -IN 1 HEIGHT OF BEAM MAT'L THICKNESS INSIDE RADIUS WIDTH WIDTH STEEL YIELD SIDE TOP BOTTOM CORNERS 1 2 TOTALS AREA = CENTER GRAVITY = Ix = Sx = Rx = MD FRAME CONNECTOR ------------------- ------------------- 1.875 INCHES 0.090 INCHES 0.090 INCHES 0.750 INCHES ON TOP 0.625 INCHES ON BOTTOM 36.0 KSI ABOUT THE HORIZONTAL AXIS L Y LY LY2 Ii 1.5150 0.9375 1.4203 1.3315 0.2898 0.5700 1.8300 1.0431 1.9089 0.0000 0.4450 0.3300 0.1469 0.0485 0.0000 0.2121 1.7809 0.3777 0.6726 0.0004 0.2121 0.0941 0.3777 0.6726 0.0004 2.9541 4.9725 3.3656 4.6341 0.2905 0.266 IN2 ABOUT THE VERTICAL AXIS X LX LX2 0.0450 0.0682 0.0031 0.4650 0.2651 0.1232 0.3475 0.1546 0.0537 0.0941 0.0199 0.0019 0.0941 0.0199 0.0019 1.0456 0.5278 0.1838 1.139 INCHES TO BASE 0.179 INCHES TO LONG SIDE 0.098 IN4 Iy = 0.010 IN4 0.086 IN3 Sy = 0.006 IN3 0.607 IN Ry = 0.196 IN ALLOWABLE MOMENT = 1.860 K-IN SPAN = 48 INCHES W = (Ma*8)/(SPAN*.5) W = 620 # PER SHELF END CONNECTOR MOMENT CAPACITY 0.320 INCHES IN SHEAR Fv = 0.580 INCHES IN TENSION Ft = CAPACITY PER TAB = 0.415 KIPS 2.00 INCHES OC 0.829 KIP -IN 10 14.4 KSI 0.415 21.6 KSI 1.128 0 0 0 0 0 IBC 2012 SHELVING Sds = 101 % g R= 6 Load per shelf 90 # Live 25 # Dead 10 Shelves 96 in High 30 in Deep 1= 1 D+L = 575 # / column W=0.67L+D= 853 # E=WxIxSds/R= 144# OTM = E x 2/3 H = 9190 #-in RM = W x D/2 = 12795 #-in HD = (OTM-RM)/D = -120 # (0.6-.11Sds)D + (.6-.14Sds).75L -1.02E 0.489 D 0.459 L 146.5 61.1 D 103.7 L 312.4 Min Column Load = -148 # (1+.11Sds)D + (1 + .14Sds).75L + 1.02E 1.111D 1.141L 73.2 rf 138.9 D 385.2 L 156.2 �l Max Column Load = 680 #' Column Shear 71.8 # each V60V Triangulated 1.496 #/in @top Elev in On each 3 0.047 #/in Column 21 39 0.327 #/in} 0.608 #/in pewL 57 #/in 75 1. 169 96 1.496 #/in� a] TOP LOAD ONLY Load per shelf 90 # Live on Top Shelf Only 25 # Dead on Other Shelves 10 Shelves 96 in High 30 in Deep D+L = W=1.00L+D= E=WXIXSds/R= OTM =ExH= RM=WxD/2= HD = (OTM-RM)/D = 170 # / column 340 # 57 # 5494 #-in 5100 #-in 13 # (0.6-.11Sds)D + (.6-.14Sds).75L -1.02E 0.489 D 0.459 L 61.113 D 15.5 L Min Column Load = -110 # (1+.11Sds)D + (1 + .14Sds)L + 0.51E 1.111 D 1.141 L 138.9 D 51.4 L Max Column Load = 284 # j 0 SHELVING END CURRY-RIEHL & ASSOC., Ben Riehl Feb 04, 2015; 01:25 PM IES Visuaftn lysis 11.00.0013 rif Project: SHELVING END Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Dropbox\Public\IESFILES\S215021AB.vap Nodes Node X Y Fix DX Fix DY Fix RZ in in N001 0.000 0.000 Yes Yes No N002 0.000 10.000 No No No N003 30.000 10.000 No No No N004 30.000 0.000 Yes Yes No N005. 0.000 74.000 No No No N006 30.000 74.000 No No No N009 0.000 96.000 No No No N010 30.000 96.000 No No No N015 0.000 41.000 No No No N016 30.000 41.000 No No No Member Elements Member Section (1)Node (2)Node Length Rz1 Rz2 in BM001 Zee 3.2 x 0.075 x 1 x 0.075 N002 N003 30.000 Rigid Rigid BM002 Zee 3.2 x 0.075 x 1 x 0.075 N015 N016 30.000 Rigid Rigid BM003 Zee 3.2 x 0.075 x 1 x 0.075 N005 N006 30.000 Rigid Rigid BM004 Zee 3.2 x 0.075 x 1 x 0.075 N009 N010 30.000 Rigid Rigid C001 Box -Tube 1 x 0.105 x 1.43 x 0.105 N001 N002 10.000 Rigid Rigid C002 Box -Tube 1 x 0.105 x 1.43 x 0.105 N002 N015 31.000 Rigid Rigid C003 Box -Tube 1 x 0.105 x 1.43 x 0.105 N015 N005 33.000 Rigid Rigid C004 Box -Tube 1 x 0.105 x 1.43 x 0.105 N005 N009 22.000 Rigid Rigid C007 Box -Tube 1 x 0.105 x 1.43 x 0.105 N003 N004 10.000 Rigid Rigid C008 Box -Tube 1 x 0.105 x 1.43 x 0.105 N016 N003 31.000 Rigid Rigid C009 Box -Tube 1 x 0.105 x 1.43 x 0.105 N006 N016 33.000 Rigid Rigid C010 Box -Tube 1 x 0.105 x 1.43 x 0.105 N010 N006 22.000 Rigid Rigid Member Uniform Loads Load Case Member Direction Offset End Offset Force Moment in in Win in-lb/in D -cool Force Y 0.000 10.000 -1.310 -NA- D C002 Force Y 0.000 31.000 -1.310 -NA- D C003 Force Y 0.000 33.000 -1.310 -NA- D C004 Force Y 0.000 22.000 -1.310 -NA- D C007 Force Y 0.000 10.000 -1.310 -NA- D C008 Force Y 0.000 31.000 -1.310 -NA- D C009 Force Y 0.000 33.000 -1.310 -NA- D C010 Force Y 0.000 22.000 -1.310 -NA- L C001 Force Y 0.000 10.000 -4.690 -NA- L C002 Force Y 0.000 31.000 -4.690 -NA- L C003 Force Y 0.000 33.000 -4.690 -NA- L L C004 C007 Force Y Force Y 0.000 0.000 22.000 10.000 -4.690 -4.690 -NA- -NA- L C008 Force Y 0.000 31.000 -4.690 -NA- L C009 Force Y 0.000 33.000 -4.690 -NA- L C010 Force Y 0.000 22.000 -4.690 -NA- Nodal Loads Load Case Node Direction Force Moment lb lb -in E+X N002 DX 6.530 0.000 E+X N005 DX 48.300 0.000 E+X N009 DX 62.000 0.000 P41 VisualAnalysis 11.00.0013 (www.iesweb.com) Project: SHELVING END Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Dropbox\Public\IESFILES\S215021AB.vap E+X N015 DX 26.760 0.006 Nodal Reactions Node Result Case Name FX FY N001 lb lb 1.11 D+0.86L+0.51 E N004 1.11 D+0.86L+0.51 E 1 -36.6 -36.6 3457085 345.. Member Internal Forces Member Result Case Name Offset Fx vy Mz BM001 1.11 D+0.86L+0.51 E in lb lb lb-in BM001 1.11 D+0.86L+0.51 E 0.00 -1.7 -60.8 911.6 BM001 1.11 D+0.86L+0.51 E 15.00 -1.7 -60.8 0.1 BM002 1.11 D+0.86L+0.51 E 30.00 1.7 -60..8 -911.4 BM002 1.11D+0.86L+0.51E 0.00 -.8 J6:6:2::V 9.8 BM002 1.11 D+0.86L+0.51 E 15.00 -68 0.1 BM003 1.11 D+0.86L+0.51 E 30.00 -6.8 -66.2 -992.6 BM003 1.11 D+0.86L+0.51 E 0.00 -12.3 -42.0 629.6 BM003 1.11 D+0.86L+0.51 E 15.00 -12.3 -42.0 0.1 BM004 1.11 D+0.86L+0.51 E 30.00 -12.3 -42.0 -629.3 BM004 1.11 D+0.86L+0.51 E 0.00 -15.8 -12.8 192.1 BM004 1.11 D+0.86L+0.51 E 15.00 -15.8 -12.8 0.1 C001 1.11 D+0.86L+0.51 E 30.00 -15.8 -12.8 -191.9 C001 1.11 D+0.86L+0.51 E 0.00 -345.1 36.6 0.0 C001 1.11 D+0.86L+0.51 E 5.00 -317.7 36.6 183.1 C002 1.11 D+0.86L+0.51 E 10.00 -290.2 36.6 366.2 C002 1.11 D+0.86L+0.51 E 0.00 -351.0 35.0 -546.4 C002 1.11 D+0.86L+0.51 E 15.50 -265.9 35.0 -3.6 C003 1.11 D+0.86L+0.51 E 31.00 -180.9 35.0 538.2 C003 1.11 D+0.86L+0.51 E 0.00 -247.0 28.1 -454.6 C003 1.11 D+0.86L+0.51 E 16.50 -156.5 28.1 9.6 C004 1.11 D+0.86L+0.51 E 33.00 -66.0 28.1 473.7 C004 1.11 D+0.86L+0.51 E 0.00 -107.9 15.8 -155.9 C004 1.11 D+0.86L+0.51 E 11.00 -47.6 15.8 18.1 C007 1.11 D+0.86L+0.51 E 22.00 12.8 15.8 192.1 C007 1.11 D+0.86L+0.51 E 0.00 -653.6 36.6 -366.1 C007 1.11 D+0.86L+0.51 E 5.00 -681.1 36.6 -183.0 C008 1.11 D+0.86L+0.51 E 10.00 -708.5 36.6 0.0 C008 1.11 D+0.86L+0.51 E 0.00 -422.8 34.9 -538.1 C008 1.11 D+0.86L+0.51 E 15.50 -5 77.8 34.9 3.6 C009 1.11 D+0.86L+0.51 E 31.00 -592.9 34.9 545.3 C009 1.11 D+0.86L+0.51 E 0.00 -115.5 28.1 - -473.6 C009 1.11 D+0.86L+0.51 E 16.50 33.00 -266.0 28.1 -9.6 C010 1.11 D+0.86L+0.51 E 0.00 -356.6 28.1 454.5 C010 1.11 D+0.86L+0.51 E 11.00 -12.8 -73.2 15.8 15.8 -191.9 C010 1.11 D+0.86L+0.51 E 22.00 -133.5 15.8 -18.1 155.7 Nodal Extreme Displacements Node DX in DY N001 in N001 -NA- N002 _-NA -NA- N002 0.010 34 -0.000 34 N003 0.010 34 -0.000 34 N003 0.010 34 -0.001 34 N004 0.010 34 -0.001 34 NA -NA- Page 2 VisualAnalysis 11.00.0013 (www.iesweb.com) 13 Project: SHELVING END Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\DronhoX\Ptlhlir\IFSFII F.q\c9lr,n91AR"-m., N004 ---- r -NA- N005 0.123 34 -NA- N005 0.123 34 -0.001 34 N006 0.123 34 -0.001 34 N006 0.123 34 -0.002 34 N009 0.135 34 -0.002 34 N009 -0.001 34 N010 0.135 34 -0.001 34 N010 0.135 34 -0.002 34 N015 0.135 34 -0.002 34 N015 0.068 34 -0.001 34 N016 0.068 34 -0.001 34 N016 0.068 34 -0.002 34-0.002 0.068 34 34 Page 3 Visua/Analysis 11-00.0013 (www.iesweb.com) f � SHELVING FRONT CURRY-RIEHL & ASSOC., Ben Riehl Feb 04, 2015; 01:30 PM IES VisualAnalysis 11.00.0013 E& 1C-7 Project: SHELVING FRONT Ben Ridhl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Dropbox\Public\IESFILES\S215021AA.vap Nodes Node X Y Fix DX Fix DY Fix RZ in in N001 0.000 0.000 Yes Yes No N002 0.000 4.000 No No No N003 48.000 4.000 No No No N004 48.000 0.000 Yes Yes No N005 0.000 74.000 No No No N006 48.000 74.000 No No No N009 0.000 96.000 No No No N010 48.000 96.000 No No No N015 0.000 43.000 No No No N016 48.000 43.000 No No No N017 72.000 4.000 No Yes No N018 72.000 43.000 No Yes No N020 72.000 96.000 No Yes No N021 -24.000 4.000 No Yes No N022 -24.000 43.000 No Yes No N024 -24.000 96.000 No Yes No Member Elements Member Section 1 Node (2)Node Length Rz1 Rz2 BM001 Zee 1.5 x 0.075 x 1 x 0.075 N002 N003 in 48.000 Rigid Rigid BM001-c1 Zee 1.5 x 0.075 x 1 x 0.075 N003 N017 24.000 Rigid Rigid BM001-c2 Zee 1.5 x 0.075 x 1 x 0.075 N016 N018 24.000 Rigid Rigid BM001-c4 Zee 1.5 x 0.075 x 1 x 0.075 N010 N020 24.000 Ri id Rigid BM001-c5 Zee 1.5 x 0.075 x 1 x 0.075 N021 N002 24.000 Rigid Rigid BM001-c6 Zee 1.5 x 0.075 x 1 x 0.075 N022 N015 24.000 Rigid Rigid BM001-c8 Zee 1.5 x 0.075 x 1 x 0.075 N024 N009 24.000 Rigid Rigid BM002 Zee 1.5 x 0.075 x 1 x 0.075 N015 N016 48.000 Rigid Rigid BM003 Zee 1.5 x 0.075 x 1 x 0.075 N005 N006 48.000 Free Free BM004 Zee 1.5 x 0.075 x 1 x 0.075 N009 N010 48.000 Ri id Ri id C001 Box -Tube 1 x 0.105 x 1.43 x 0.105 N001 N002 4.000 Rigid Rigid C002 Box -Tube 1 x 0.105 x 1.43 x 0.105 N002 N015 39.000 Rigid Rigid C003 Box -Tube 1 x 0.105 x 1.43 x 0.105 N015 N005 31.000 Rigid Rigid C004 Box -Tube 1 x 0.105 x 1.43 x 0.105 N005 N009 22.000 Rigid Rigid C007 Box -Tube 1 x 0.105 x 1.43 x 0.105 N003 N004 4.000 Rigid Rigid C008 Box -Tube 1 x 0.105 x 1.43 x 0.105 N016 N003 39.000 Rigid Rigid C009 Box -Tube 1 x 0.105 x 1.43 x 0.105 N006 N016 31.000 Rigid Rigid C010 Box -Tube 1 x 0.105 x 1.43 x 0.105 N010 N006 22.000 Rigid Ri id Member Uniform Loads Load Case Member Direction Offset End Offset Force Moment C001 Force Y in 0.000 in 4.000 lb/in -1.310 in-lb/in D C002 Force Y 0.000 39.000 -1.310 -NA- -NA- D 0003 Force Y 0.000 31.000 -1.310 -NA- ��C010 C004 Force Y 0.000 22.000 -1.310 -NA- � 0007 Force Y 0.000 4.000 -1.310 -NA- � C008 Force Y 0.000 39.000 -1.310 -NA- � C009 Force Y 0.000 31.000 -1.310 -NA- L Force Y 0.000 22.000 -1.310 -NA- L C001 Force Y 0.000 4.000 -4.690 -NA- L C002 Force Y 0.000 39.000 -4.690 -NA- L C003 Force Y 0.000 31.000 -4.690 -NA- C004 Force Y 0.000 22.000 -4.690 -NA- Page 1 VisualAnalysis 11.00.0013 (www.iesweb.com) G- Project: SHELVING FRONT Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Dropbox\Public\IESFILES\S215021AA.vap L C007 Force Y 0.000 4.000 -4.690 -NA- L C008 Force Y 0.000 39.000 -4.690 -NA- L C009 Force Y 0.000 31.000 -4.690 -NA- L C010 Force Y 0.000 22.000 -4.690 -NA- . Nodal Loads Load Case Node Direction Force Moment lb lb -in E+X N002 DX 6.530 0.000 E+X N005 DX 48.300 0.000 E+X N009 DX 62.000 0.000 E+X N015 DX 26.760 0.000 Nodal Reactions Node Result Case Name FX FY lb lb N001 1.11 D+0.86L+0.51 E -36.8 526.0 N004 1.11 D+0.86L+0.51 E -36.4 526.0 N017 1.11 D+0.86L+0.51 E -NA- 18.3 N018 1.11 D+0.86L+0.51 E -NA- 26.7 N020 1.11 D+0.86L+0.51 E -NA- 12.7 N021 1.11 D+0.86L+0.51 E -NA- -18.2 N022 1.11 D+0.86L+0.51 E -NA- -26.0 N024 1.11 D+0.86L+0.51 E -NA- -11.9 Member Internal Forces Member Result Case Name Offset Fx vy Mz in lb lb lb -in BM001 1.11 D+0.86L+0.51 E 0.00 -1.3 -18.2 437.3 BM001 1.11 D+0.86L+0.51 E 24.00 -1.3 -18.2 0.1 BM001 1.11 D+0.86L+0.51 E 48.00 -1.3 -18.2 -437.1 BM001-c1 1.11 D+0.86L+0.51 E 0.00 0.0 -18.3 438.4 BM001-c1 1.11 D+0.86L+0.51 E 12.00 0.0 -18.3 219.2 BM001-c1 1.11 D+0.86L+0.51 E 24.00 0.0 -18.3 -0.0 BM001-c2 1.11 D+0.86L+0.51 E 0.00 0.0 -26.7119 640.4 BM001-c2 1.11 D+0.86L+0.51 E 12.00 0.0 -26.7 320.2 BM001-c2 1.11 D+0.86L+0.51 E 24.00 0.0 -26.7 -0.0 BM001-c4 1.11 D+0.86L+0.51 E 0.00 0.0 -12.7 305.2 BM001-c4 1.11 D+0.86L+0.51 E 12.00 0.0 -12.7 152.6 BM001-c4 1.11 D+0.86L+0.51 E 24.00 0.0 -12.7 0.0 BM001-c5 1.11 D+0.86L+0.51 E 0.00 -0.0 -18.2 -0.0 BM001-c5 1.11 D+0.86L+0.51 E 12.00 -0.0 -18.2 -218.0 BM001-c5 1.11 D+0.86L+0.51 E 24.00 -0.0 -18.2 -436.0 BM001-c6 1.11 D+0.86L+0.51 E 0.00 0.0 -26.0 -0.0 BM001-c6 1.11 D+0.86L+0.51 E 12.00 0.0 -26.0 -312.4 BM001-c6 1.11 D+0.86L+0.51 E 24.00 0.0 -26.0 -624.8 BM001-c8 1.11 D+0.86L+0.51 E 0.00 -0.0 -11.9 0.0 BM001-c8 1.11 D+0.86L+0.51 E 12.00 -0.0 -11.9 -142.2 BM001-c8 1.11 D+0.86L+0.51 E 24.00 -0.0 -11.9 -284.4 BM002 1.11 D+0.86L+0.51 E 0.00 -6.9 -26.4 633.9 BM002 1.11 D+0.86L+0.51 E 24.00 -6.9 -26.4 1.3 BM002 1.11 D+0.86L+0.51 E 48.00 -6.9 -26.4 -631.3 BM003 1.11 D+0.86L+0.51 E 0.00 -12.0 -0.0 0.0 BM003 1.11 D+0.86L+0.51 E 24.00 -12.0 -0.0 -0.0 BM003 1.11 D+0.86L+0.51 E 48.00 -12.0 -0.0 -0.0 BM004 1.11 D+0.86L+0.51 E 0.00 -16.2 -12.3 297.0 BM004 1.11 D+0.86L+0.51 E 24.00 -16.2 -12.3 2.1 BM004 1.11 D+0.86L+0.51 E 48.00 -16.2 -12.3 -292.7 Page 2 Visua/Analysis 11.00.I01 (www.iesweb.com) Project: SHELVING FRONT Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Dropbox\Public\IESFILES\S215021 AA.vap .Cool 1.11 D+0.86L+0.51 E 0.00 -526.0 36.8 0.0 C001 1.11 D+0.86L+0.51 E 2.00 -515.0 36.8 73.6 C001 1.11 D+0.86L+0.51 E 4.00 -504.0 36.8 147.2 C002 1.11 D+0.86L+0.51 E 0.00 -504.1 34.8 -726.1 C002 1.11 D+0.86L+0.51 E 19.50 -397.1 34.8 -47.3 C002 1.11 D+0.86L+0.51 E 39.00 -290.1 34.8 631.5 C003 1.11 D+0.86L+0.51 E 0.00 -290.4 28.1 -627.2 C003 1.11 D+0.86L+0.51 E 15.50 -205.3 28.1 -192.3 C003 1.11 D+0.86L+0.51 E 31.00 -120.3 28.1 242.7 C004 1.11 D+0.86L+0.51 E 0.00 -120.3 15.4 242.7 C004 1.11 D+0.86L+0.51 E 11.00 -59.9 15.4 412.0 C004 1.11 D+0.86L+0.51 E 22.00 0.4 15.4 581.4 C007 1.11 D+0.86L+0.51 E 0.00 -504.0 36.4 -145.7 C007 1.11 D+0.86L+0.51 E 2.00 -515.0 36.4 -72.8 C007 1.11 D+0.86L+0.51 E 4.00 -526.0 36.4 -0.0 C008 1.11 D+0.86L+0.51 E 0.00 -290.1 35.1 -638.7 C008 1.11 D+0.86L+0.51 E 19.50 -397.1 35.1 45.5 C008 1.11 D+0.86L+0.51 E 39.00 -504.1 35.1 729.8 C009 1.11 D+0.86L+0.51 E 0.00 -120.3 28.2 -241.0 C009 1.11 D+0.86L+0.51 E 15.50 -205.3 28.2 196.0 C009 1.11 D+0.86L+0.51 E 31.00 -290.4 28.2 633.0 col 1.11 D+0.86L+0.51 E 0.00 0.4 16.2 -597.9 col 1.11 D+0.86L+0.51 E 11.00 -59.9 16.2 -419.4 C010 1.11 D+0.86L+0.51 E 22.00 -120.3 16.2 -241.0 Nodal Extreme Displacements Node DX DY in in N001 -NA- -NA- N001 -NA- -NA- N002 0.008 34 -0.000 34 N002 0.008 34 -0.000 34 N003 0.008 34 -0.000 34 N003 0.008 34 -0.000 34 N004 -NA- -NA- N004 -NA- -NA- N005 0.363 34 -0.002 34 N005 0.363 34 -0.002 34 N006 0.363 34 -0.002 34 N006 0.363 34 -0.002 34 N009 0.451 34 -0.002 34 N009 0.451 34 -0.002 34 N010 0.451 34 -0.002 34 N010 0.451 34 -0.002 34 N015 0.191 34 -0.001 34 N015 0.191 34 -0.001 34 N016 0.191 34 -0.001 34 N016 0.191 34 -0.001 34 N017 0.008 34 -NA- N017 0.008 34 -NA- N018 0.191 34 -NA- N018 0.191 34 -NA- N020 0.451 34 -NA- N020 0.451 34 -NA- N021 0.008 34 -NA- N021 0.008 34 -NA- N022 0.191 34 -NA- N022 0.191 34 -NA- N024 0.451 34 -NA- N024 0.451 34 -NA- Page 3 VisualAnalysis 11.00.0013 (www.iesweb.com) / I ` IBC 2012 SHELVING Sds = 101 % g R= 6 Load per shelf 130 # Live 25 # Dead 8 Shelves 96 in High 30 in Deep 1= 1 D+L = 620 # / column W=0.67L+D= 896.8# E=WXIXSds/R= 151# OTM = E x 2/3 H = 9662 #-in RM = W x D/2 = 13452 #-in HD = (OTM-RM)/D = -126 # (0.6-.11Sds)D + (.6-.14Sds).75L -1.02E 0.489 D 0.459 L 154.0 48.9 D 119.8 L 328.5 Min Column Load = -160 # (1+.11Sds)D + (1 + .14Sds).75L + 1.02E 18, 4 1.111D 1.141L 77.0 111.1 D 445.1 L 164.2 Max Column Load = 721 # Column Shear 75.5_#each Triangulated 1.573 #/in @ top Elev in On each 3 0.049 #/in Column 21 0.344 Win 39 0.639 #/in G i-- 57 0.934 #/in 75 1.229 #/in 96 1.573 #/in 1°1 TOP LOAD ONLY Load per shelf 130 # Live on Top Shelf Only 25 # Dead on Other Shelves 8 Shelves 96 in High 30 in Deep D+L = W=1.00L+D= E=WXIXSdS/R= OTM =ExH= RM=WxD/2= HD = (OTM-RM)/D = 165 # / column 330 # 56 # 5333 #-in 4950 #-in 13 # (0.6-.11Sds)D + (.6-.14Sds).75L -1.02E 0.489 D 0.459 L 48.890 D 22.4 L Min Column Load = -110 # (1+.i1Sds)D + (1 + .14Sds)L + 0.51E 1.111 D 1.141 L 111.1 D 74.2 L Max Column Load = 276 # (63 Me SHELVING END CURRY-RIEHL & ASSOC., Ben Riehl Feb 04, 2015; 01:18 PM IES VisualAnalysis 11.00.0013 -TA ProjeQt: SHELVING END Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Dropbox\Public\IESFILES\S215021 BB.vap Nodes Node X Y Fix DX Fix DY Fix RZ in in N001 0.000 0.000 Yes Yes No N002 0.000 10.000 No No No N003 30.000 10.000 No No No N004 30.000 0.000 Yes Yes No N005 0.000 74.000 No No No N006 30.000 74.000 No No No N009 0.000 96.000 No No No N010 30.000 96.000 No No No N015 0.000 41.000 No No No N016 30.000 41.000 No No No Member Elements Member Section (1)Node (2)Node Length Rz1 Rz2 BM001 Zee 3.2 x 0.075 x 1 x 0.075 N002 N003 in 30.0 in Rigid Rigid BM002 Zee 3.2 x 0.075 x 1 x 0.075 N015 N016 30.000 Rigid Rigid BM003 Zee 3.2 x 0.075 x 1 x 0.075 N005 N006 30.000 Rigid Rigid BM004 Zee 3.2 x 0.075 x 1 x 0.075 N009 N010 30.000 Rigid Rigid C001 Box -Tube 1 x 0.105 x 1.43 x 0.105 N001 N002 10.000 Rigid Rigid C002 Box -Tube 1 x 0.105 x 1.43 x 0.105 N002 N015 31.000 Rigid Rigid C003 Box -Tube 1 x 0.105 x 1.43 x 0.105 N015 N005 33.000 Rigid Rigid C004 Box -Tube 1 x 0.105 x 1.43 x 0.105 N005 N009 22.000 Rigid Rigid C007 Box -Tube 1 x 0.105 x 1.43 x 0.105 N003 N004 10.000 Rigid Rigid C008 Box -Tube 1 x 0.105 x 1.43 x 0.105 N016 N003 31.000 Rigid Rigid C009 Box -Tube 1 x 0.105 x 1.43 x 0.105 N006 N016 33.000 Rigid Rigid C010 Box -Tube 1 x 0.105 x 1.43 x 0.105 N010 N006 22.000 Rigid Rigid Member Uniform Loads Load Case Member Direction Offset End Offset Force Moment D in in Win in-lb/in D C001 Force Y 0.000 10.000 -1.042 -NA- C002 Force Y 0.000 31.000 -1.042 -NA- D C003 Force Y 0.000 33.000 -1.042 -NA- D D C004 Force Y 0.000 22.000 -1.042 -NA- D C007 Force Y 0.000 10.000 -1. 442 -NA- D C008 Force Y 0.000 31.000 -1.042 -NA- C009 Force Y 0.000 33.000 -1.042 -NA- D L C010 Force Y 0.000 22.000 -1.042 -NA- L C001 Force Y 0.000 10.000 -5.420 -NA- L C002 Force Y 0.000 31.000 -5.420 -NA- L C003 Force Y 0.000 33.000 -5.420 -NA- L C004 Force Y 0.000 22.000 -5.420 -NA- L C007 Force Y 0.000 10.000 -5.420 -NA- L C008 Force Y 0.000 31.000 -5.420 -NA- C009 Force Y 0.000 33.000 -5.420 -NA- Colo Force Y 0.000 22.000 -5.420 -NA- Nodal Loads Load Case Node Direction Force Moment E+X N002 DX lb lb -in E+X N005 DX 6.860 0.000 E+X N009 DX 50.780 0.000 65.180 0.000 Page 1 VisualAnalysis 11.00.0013 (www.iesweb.com) Z Z- Project: SHELVING END Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Dropbox\Public\IESFILES\S215021 BB.vap E+X N015 DX 28.130 0.000 Nodal Reactions Node Result Case Name FX FY lb lb N001 1.11 D+0.86L+0.51 E lb -38 N004 1.11 D+0.86L+0.51 E 367lb 367.5 -38.5 Member Internal Forces Member Result Case Name Offset Fx vy Mz BM001 1.11 D+0.86L+0.51 E 0.00 in lb -1.7 lb -63.9 lb -in 958.3 BM001 1.11 D+0.86L+0.51 E 15.00 -1.7 -63.9 0.1 BM001 1.11 D+0.86L+0.51 E 30.00 -1.7 -63.9 -958.1 BM002 1.11 D+0.86L+0.51 E 000 -7.2 -69.6di of 104 3.1 BM002 1.11 D+0.86L+0.51 E 1.5.00 -7.2 -69.6 .7 BM002 1.11 D+0.86L+0.51 E 30.00 -7.2 -69.6 -1043.5 BM003 1.11 D+0.86L+0.51 E 0.00 -13.0 -44.1 661.9 BM003 1.11 D+0.86L+0.51 E 15.00 -13.0 -44.1 0.1 BM003 1.11 D+0.86L+0.51 E 30.00 -13.0 -44.1 -661.6 BM004 1.11 D+0.86L+0.51 E 0.00 -16.6 -13.5 201.9 BM004 1.11 D+0.86L+0.51 E 15.00 -16.6 -13.5 0.1 BM004 1.11 D+0.86L+0.51 E 30.00 -16.6 -13.5 -201.8 C001 1.11 D+0.86L+0.51 E 0.00 -367.5 38.5 -0.0 C001 1.11 D+0.86L+0.51 E 5.00 -338.4 38.5 192.5 C001 1.11 D+0.86L+0.51 E 10.00 -309.3 38.5 385.0 C002 1.11 D+0.86L+0.51 E 0.00 -373.2 36.7 -573.3 C002 1.11 D+0.86L+0.51 E 15.50 -283.0 36.7 -3.8 C002 1.11 D+0.86L+0.51 E 31.00 -192.8 36.7 565.8 C003 1.11 D+0.86L+0.51 E 0.00 -262.4 29.6 -477.9 C003 1.11 D+0.86L+0.51 E 16.50 -166.4 29.6 10.0 C003 1.11 D+0.86L+0.51 E 33.00 -70.4 29.6 498.0 C004 1.11 D+0.86L+0.51 E 0.00 -114.5 16.6 -163.9 C004 1.11 D+0.86L+0.51 E 11.00 -50.5 16.6 19.0 C004 1.11 D+0.86L+0.51 E 22.00 13.5 16.6 201.9 C007 1.11 D+0.86L+0.51 E 0.00 -691.4 38.5 -384.8 C007 1.11 D+0.86L+0.51 E 5.00 -720.4 38.5 -192.4 C007 1.11 D+0.86L+0.51 E 10.00 -749.5 38.5 0.0 C008 1.11 D+0.86L+0.51 E 0.00 -447.1 36.7 -565.7 C008 1.11 D+0.86L+0.51 E 15.50 -537.3 36.7 3.8 C008 1.11 D+0.86L+0.51 E 31.00 -627.5 36.7 573.2 C009 1.11 D+0.86L+0.51 E 0.00 -185.6 29.6 -497.9 C009 1.11 D+0.86L+0.51 E 16.50 -281.6 29.6 -10.0 C009 1.11 D+0.86L+0.51 E 33.00 -377.6 29.6 477.8 C010 1.11 D+0.86L+0.51 E 0.00 -13.5 16.6 -201.8 C010 1.11 D+0.86L+0.51 E 11.00 -77.5 16.6 -19.0 C010 1.11 D+0.86L+0.51 E 22.00 -141.4 16.6 163.7 Nodal Extreme Displacements Node DX DY N001 in -NA- in -NA- N001 -NA- -NA- N002 0.011 34 -0.000 34 N002 0.011 34 -0.000 34 N003 0.011 34 -0.001 34 N003 0.011 34 -0.001 34 N004 -NA- -NA- Page 2 VisualAnalysis 11.00.0013 (www.iesweb.com) Tt Project: SHELVING END Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Dropbox\Public\IESFILES\S215021BB van N004 -NA- -NA- N005 0.129 345 -0.001 34 N00 0.129 34 -0.001 34 N00 0.129 34 -0.002 34 N006 0.129 34 -0.002 34 N00 0.142 34 -0.001 34 N009 0.142 34 -0.001 34 N009 0.142 34 -0.003 34 N010 0.142 34 -0.003 34 N015 0.071 34 -0.001 34 N015 0.071 34 } -0.001 34 N016 0.071 34 -0.002 34 N016 0.071 34 -0.002 34 �— M Page 3 VisualAnalysis 11.00.0013 (www.iesweb.com) Zy SHELVING FRONT CURRY-RIEHL & ASSOC., Ben Riehl Feb 04, 2015; 11:24 AM IES VisualAnalysis 11.00.0013 1S Project: SHELVING FRONT Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Dropbox\Public\IESFILES\S215021 BA.vap Nodes Node X Y Fix DX Fix DY Fix RZ in in N001 0.000 0.000 Yes Yes No N002 0.000 4.000 No No No N003 48.000 4.000 No No No N004 48.000 0.000 Yes Yes No N005 0.000 74.000 No No No N006 48.000 74.000 No No No N009 0.000 96.000 No No No N010 48.000 96.000 No No No N015 0.000 43.000 No No No N016 48.000 43.000 No No No N017 72.000 4.000 No Yes No N018 72.000 43.000 No Yes No N020 72.000 96.000 No Yes No N021 -24.000 4.000 No Yes No N022 -24.000 43.000 No Yes No N024 -24.000 96.000 No Yes No Member Elements Member Section _(l)Node (2)Node Length Rz1 Rz2 BM001 Zee 1.5 x 0.075 x 1 x 0.075 _x N002 N003 in 48.0 in Rigid Rigid BM001-c1 Zee 1.50.0 55 x 1 x 0.075 N003 N017 24.000 Rigid Rigid BM001-c2 Zee 1.5 x 0.075 x 1 x 0.075 N016 N018 24.000 Rigid Rigid BM001-c4 Zee 1.5 x 0.075 x 1 x 0.075 N010 N020 24.000 Rigid Rigid BM001-c5 Zee 1.5 x 0.075 x 1 x 0.075 N021 N002 24.000 Rigid Rigid BM001-c6 Zee 1.5 x 0.075 x 1 x 0.075 N022 N015 24.000 Rigid Rigid BM001-c8 Zee 1.5 x 0.075 x 1 x 0.075 N024 N009 24.000 Rigid Rigid BM002 Zee 1.5 x 0.075 x 1 x 0.075 N015 N016 48.000 Rigid Rigid BM003 Zee 1.5 x 0.075 x 1 x 0.075 N005 N006 48.000 Free Free BM004 Zee 1.5 x 0.075 x 1 x 0.075 N009 N010 48.000 Rigid Rigid C001 Box -Tube 1 x 0.105 x 1.43 x 0.105 N001 N002 4.000 Rigid Rigid 02 Box -Tube 1 x 0.105 x 1.43 x 0.105 N002 N015 39.000 Rigid Rigid 03 Box -Tube 1 x 0.105 x 1.43 x 0.105 N015 N005 31.000 Rigid Rigid 04 fCO Box -Tube 1 x 0.105 x 1.43 x 0.105 N005 N009 22.000 Rigid Rigid 07 Box -Tube 1 x 0.105 x 1.43 x 0.105 N003 N004 4.000 Rigid Rigid 08 Box -Tube 1 x 0.105 x 1.43 x 0.105 N016 N003 39.000 Ri id Ri id 09 Box -Tube 1 x 0.105 x 1.43 x 0.105 N006 N016 31.000 Rigid Ri id C010 Box -Tube 1 x 0.105 x 1.43 x 0.105 N010 N006 22.000 Rigid Rigid Member Uniform Loads Page 1 VisualAnalysis 11.00.0013 (www.iesweb.com) Project: SHELVING FRONT u Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Dropbox\Public\IESFILES\S215021 BA.vap L C007 Force Y 0.000 L C008 Force Y 0.000 L C009 Force Y 0.000 L C010 Force Y 0.000 4.000 39.000 31.000 22.000 -5.420 -5.420 -5.420 -5.420 -NA- -NA- -NA- -NA- Nodal Loads Load Case Node Direction Force Moment lb lb -in E+X N002 DX 6.860 0.000 E+X N005 DX 50.780 0.000 E+X N009 DX 65.190 0.000 E+X N015 DX 28.130 0.000 Nodal Reactions Node Result Case Name FX FY lb lb lb N001 1.11 D+0.86L+0.51 E -38 557lb N004 1.11 D+0.86L+0.51 E -3 8.3 8.3 55757 N017 1.11 D+0.86L+0.51 E -NA- .7 19.2 N018 1.11 D+0.86L+0.51 E -NA- 1 N020 1.11 D+0.86L+0.51 E -NA- . 1 N021 1.11 D+0.86L+0.51 E -NA- . - N022 1.11 D+0.86L+0.51 E -NA- -139.1 4 N024 1.11 D+0.86L+0.51 E -NA- -12.5 Member Internal Forces Member Result Case Name Offset Fx Vy Mz in lb lb lb -in BM001 BM001 1.11 D+0.86L+0.51 E 1.11 D+0.86L+0.51 E 0.00 24.00 -1.4 -1.4 -19.2 -19.2 459.7 0.1 BM001 1.11 D+0.86L+0.51 E 48.00 -1.4 -19.2 -459.6 BM001-c1 1.11 D+0.86L+0.51 E 0.00 0.0 -19.2 460.9 BM001-c1 1.11 D+0.86L+0.51 E 12.00 0.0 -19.2 230.4 BM001-c1 1.11 D+0.86L+0.51 E 24.00 0.0 -19.2 -0.0 BM001-c2 1.11 D+0.86L+0.51 E 0.00 0.0 -28.1 673.4 BM001-c2 1.11 D+0.86L+0.51 E 12.00 0.0 -28.1 336.7 BM001-c2 1.11 D+0.86L+0.51 E 24.00 0.0 -28.1 0.0 BM001-c4 BM001-c4 1.11 D+0.86L+0.51 E 1.11 D+0.86L+0.51 E 0.00 12.00 0.0 0.0 -13.4 -13.4 321.0 160.5 BM001-c4 BM001-c5 BM001-c5 BM001-c5 BM001-c6 1.11 D+0.86L+0.51 E 1.11 D+0.86L+0.51 E 1.11D+0.86L+0.51E 1.11 D+0.86L+0.51 E 1.11 D+0.86L+0.51 E 24.00 0.00 12.00 24.00 0.00 0.0 -0.0 -0.0 -0.0 -0.0 -13.4 -19.1 -19.1 -19.1 -27.4 -0.0 -0.0 -229.2 -458.4 -0.0 BM001-c6 1.11 D+0.86L+0.51 E 12.00 -0.0 -27.4 -328.4 BM001-c6 1.11 D+0.86L+0.51 E 24.00 -0.0 -27.4 -666.9 BM001-c8 1.11 D+0.86L+0.51 E 0.00 -0.0 -12.5 0.0 BM001-c8 1.11 D+0.86L+0.51 E 12.00 -0.0 -12.5 -149.5 BM001-c8 1.11 D+0.86L+0.51 E 24.00 -0.0 -12.5 -298.9 BM002 1.11 D+0.86L+0.51 E 0.00 -7.3 -27.7 666.5 BM002 1.11 D+0.86L+0.51 E 24.00 -7.3 -27.7 1.4 BM002 1.11 D+0.86L+0.51 E 48.00 -7.3 -27.7 -663.8 BM003 1.11 D+0.86L+0.51 E 0.00 -12.6 -0.0 0.0 BM003 1.11 D+0.86L+0.51 E 24.00 -12.6 -0.0 -0.0 BM003 1.11 D+0.86L+0.51 E 48.00 -12.6 -0.0 -0.0 BM004 1.11 D+0.86L+0.51 E 0.00 -17.1 -12.9 312.2 BM004 1.11 D+0.86L+0.51 E 24.00 -17.1 -12.9 2.3 BM004 1.11 D+0.86L+0.51 E 48.00 -17.1 -12.9 -307.7 Page 2 VisualAnalysis 11.00.0013 (www.iesweb.com) 21 Project: SHELVING FRONT Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\DrODbox\Public\IESFILES\S215021BA van 1 C001 1.11 D+0.86L+0.51 E 0.00 -557.7 38.7 0.0 C001 1.11 D+0.86L+0.51 E 2.00 -546.0 38.7 77.4 C001 1.11 D+0.86L+0.51 E 4.00 -534.4 38.7 154.8 C002 1.11 D+0.86L+0.51 E 0.00 -534.4 36.6 -763.4 C002 1.11 D+0.86L+0.51 E 19.50 -421.0 36.6 -49.7 C002 1.11 D+0.86L+0.51 E 39.00 -307.5 36.6 663.9 C003 1.11 D+0.86L+0.51 E 0.00 -307.9 29.5 -659.4 C003 1.11 D+0.86L+0.51 E 15.50 -217.7 29.5 -202.1 C003 1.11 D+0.86L+0.51 E 31.00 -127.5 29.5 255.1 C004 1.11 D+0.86L+0.51 E 0.00 -127.5 16.2 255.1 C004 1.11 D+0.86L+0.51 E 11.00 -63.5 16.2 433.2 C004 1.11 D+0.86L+0.51 E 22.00 0.5 16.2 611.2 C007 1.11 D+0.86L+0.51 E 0.00 -534.4 38.3 -153.2 C007 1.11 D+0.86L+0.51 E 2.00 -546.0 38.3 -76.6 C007 1.11 D+0.86L+0.51 E 4.00 -557.7 38.3 -0.0 C008 1.11 D+0.86L+0.51 E 0.00 -307.5 36.9 -671.6 C008 1.11 D+0.86L+0.51 E 19.50 -421.0 36.9 47.9 C008 1.11 D+0.86L+0.51 E 39.00 -534.4 36.9 767.3 C009 1.11 D+0.86L+0.51 E 0.00 -127.5 29.6 -253.3 C009 1.11 D+0.86L+0.51 E 15.50 -217.7 29.6 206.1 C009 1.11 D+0.86L+0.51 E 31.00 -307.9 29.6 665.6 C010 1.11 D+0.86L+0.51 E 0.00 0.5 17.1 -628.7 C010 1.11 D+0.86L+0.51 E 11.00 -63.5 17.1 -441.0 C010 1.11 D+0.86L+0.51 E 22.00 -127.5 17.1 -253.3 Nodal Extreme Displacements Node DX DY in in N001 -NA- -NA- N001 -NA- -NA- N002 0.009 34 -0.000 34 N002 0.009 34 -0.000 34 N003 0.009 34 -0.000 34 N003 0.009 34 -0.000 34 N004 -NA- -NA- N004 -NA- -NA- N005 0.382 34 -0.002 34 N005 0.382 34 -0.002 34 N006 0.382 34 -0.002 34 N006 0.382 34 -0.002 34 N009 0.474 34 -0.002 34 N009 0.474 34 -0.002 34 N010 0.474 34 -0.002 34 N010 0.474 34 -0.002 34 N015 0.201 34 -0.001 34 N015 0.201 34 -0.001 34 N016 0.201 34 -0.001 34 N016 0.201 34 -0.001 34 N017 0.009 34 -NA- N017 0.009 34 -NA- N018 0.201 34 -NA- N018 0.201 34 -NA- N020 0.474 34 -NA- N020 0.474 34 -NA- N021 0.009 34 -NA- N021 0.009 34 -NA- N022 0.201 34 -NA- N022 0.201 34 -NA- N024 0.474 34 -NA- N024 0.474 34 -NA- Page 3 �% 2 VisualAnalysis 11.00.0013 (www.iesweb.com) / �`�1i0 7 2� IBC 2012 SHELVING Sds = 101 % g R= 6 Load per shelf 180 # Live 25 # Dead 6 Shelves 96 in High 30 in Deep D+L = W=0.67L+D= E=WXIXSdS/R= OTM=Ex2/3H= RM=WxD/2= HD = (OTM-RM)/D = 1= 1 615 # / column 873.6 # 147 # 9412 #-in 13104 #-in -123 # MOP (0.6-.11Sds)D + (.6-.14Sds).75L -1.02E 0.489 D 0.459 L 150.0 36.7 D 124.4 L 320.0 Min Column Load = -159 # (1+.11Sds)D + (1 + .14Sds).75L + 1.02E 775. 1.111D 1.141E R 83.3 D 462.3 L 160.0 �� Max Column Load = 706 # G �t Column Shear 73.5 #each t / � p(/j/� Triangulated 1.532 #/in @ top_ Elev in On each 3 0.048 #/in Column 21 0.335 #/in 39 0.622 #/in 57 0.910 #/in 75 1.197 #/in 96 1.532 #/in 111 TOP LOAD ONLY Load per shelf 180 # Live on Top Shelf Only 25 # Dead on Other Shelves 6 Shelves 96 in High 30 in Deep D+L = 165 # / column W=1.00L+D= 330# E=WxIxSds/R= 56# OTM = E x H = 5333 #-in RM = W x D/2.= 4950 #-in HD = (OTM-RM)/D = 13 # (0.6-.11Sds)D + (.6-.14Sds).75L -1.02E 0.489 D 0.459 L 36.668 D 31.0 L Min Column Load = -114 # (1+.11Sds)D + (1 + .14Sds)L + 0.51E 1.111 D 1.141 L 83.3 D 102.7 L Max Column Load = 277 # SHELVING END CURRY-RIEHL & ASSOC., Ben Riehl Feb 04, 2015; 01:46 PM IES vsualAnalysis 11.00.0013 6) 31 Project: SHELVING END Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Dropbox\Public\IESFILES\S215021 CB.vap Nodes .Node X Y Fix DX Fix DY Fix RZ in in N001 0.000 0.000 Yes Yes No N002 0.000 10.000 No No No N003 30.000 10.000 No No No N004 30.000 0.000 Yes Yes No N005 0.000 74.000 No No No N006 30.000 74.000 No No No N009 0.000 96.000 No No No N010 30.000 96.000 No No No N015 0.000 41.000 No No No N016 30.000 41.000 No No No Member Elements Member Section (1)Node (2)Node Length Rz1 Rz2 in BM001 Zee 3.2 x 0.075 x 1 x 0.075 N002 N003 30.000 Rigid Rigid BM002 Zee 3.2 x 0.075 x 1 x 0.075 N015 N016 30.000 Rigid Rigid BM003 Zee 3.2 x 0.075 x 1 x 0.075 N005 N006 30.000 Rigid Rigid BM004 Zee 3.2 x 0.075 x 1 x 0.075 N009 N010 30.000 Rigid Rigid C001 Box -Tube 1 x 0.105 x 1.43 x 0.105 N001 N002 10.000 Rigid Rigid C002 Box -Tube 1 x 0.105 x 1.43 x 0.105 N002 N015 31.000 Rigid Rigid C003 Box -Tube 1 x 0.105 x 1.43 x 0.105 N015 N005 33.000 Rigid Rigid C004 Box -Tube 1 x 0.105 x 1.43 x 0.105 N005 N009 22.000 Rigid Rigid C007 Box -Tube 1 x 0.105 x 1.43 x 0.105 N003 N004 10.000 Rigid Ri id C008 Box -Tube 1 x 0.105 x 1.43 x 0.105 N016 N003 31.000 Rigid Rigid C009 Box -Tube 1 x 0.105 x 1.43 x 0.105 N006 N016 33.000 Rigid Rigid C010 Box -Tube 1 x 0.105 x 1.43 x 0.105 N010 N006 22.000 Rigid Ri id Member Uniform Loads Load Case Member Direction Offset End Offset Force Moment in in Win in-lb/in D C001 Force Y 0.000 10.000 -0.780 -NA- D C002 Force Y 0.000 31.000 -0.780 -NA- D C003 Force Y 0.000 33.000 -0.780 -NA- D C004 Force Y 0.000 22.000 -0.780 -NA- D C007 Force Y 0.000 10.000 -0.780 -NA- D C008 Force Y 0.000 31.000 -0.780 -NA- D C009 Force Y 0.000 33.000 -0.780 -NA- D C010 Force Y 0.000 22.000 -0.780 -NA- L C001 Force Y 0.000 10.000 -5.630 -NA- L C002 Force Y 0.000 31.000 -5.630 -NA- L C003 Force Y 0.000 33.000 -5.630 -NA- L C004 Force Y 0.000 22.000 -5.630 -NA- L C007 Force Y 0.000 10.000 -5.630 -NA- L C008 Force Y 0.000 31.000 -5.630 -NA- L C009 Force Y 0.000 33.000 -5.630 -NA- L C010 Force Y 0.000 22.000 -5.630 -NA- Nodal Loads Load Case Node Direction Force Moment lb lb -in E+X N002 DX 6.680 0.000 E+X N005 DX 48.300 0.000 E+X N009 DX 62.000 0.000 Page 1 Visua/Analysis 11.00 ,Q013 (www.iesweb.com) Project: SHELVING END Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Dropbox\Public\IESFILES\S215021CB.vap IE+X N015 DX Nodal Reactions Node Result Case Name N001 N004 1.11 D+0.86L+0.51 E 1.11 D+0.86L+0.51 E Member Internal Forces 26.760 0.000 FX FY lb lb -36.7 366.2 -36.6 729.7 Member Result Case Name Offset Fx vy Mz BM001 1.11 D+0.86L+0.51 E in 0.00 lb -1.7 lb 760.8 lb -in 912.0 13M001 1.11 D+0.86L+0.51 E 15.00 -1.7 - 00.8 0.1 BM001 1.11 D+0.86L+0.51 E 30.00 -1.7 -60.8 -911.7 131V!002 1.11 D+0.86L+0.51 E 0.00 -6.8 -66.2 992.8 BM002 1.11 D+0.86L+0.51 E 15.00 -6.8 -66.2 0.1 BM002 1.11 D+0.86L+0.51 E 30.00 -6.8 -66.2 -992.6 BM003 1.11 D+0.86L+0.51 E 0.00 -12.3 -42.0 629.6 BM003 1.11 D+0.86L+0.51 E 15.00 -12.3 -42.0 0.1 BM003 1.11 D+0.86L+0.51 E 30.00 -12.3 -42.0 -629.3 BM004 1.11 D+0.86L+0.51 E 0.00 -15.8 -12.8 192.1 BM004 1.11 D+0.86L+0.51 E 15.00 -15.8 -12.8 0.1 BM004 1.11 D+0.86L+0.51 E 30.00 -15.8 -12.8 -191.9 C001 1.11 D+0.86L+0.51 E 0.00 -366.2 36.7 -0.0 C001 1.11 D+0.86L+0.51 E 5.00 -337.7 36.7 183.3 C001 1.11 D+0.86L+0.51 E 10.00 -309.1 36.7 366.6 C002 1.11 D+0.86L+0.51 E 0.00 -369.9 35.0 -545.4 C002 1.11 D+0.86L+0.51 E 15.50 -281.4 35.0 -3.6 C002 1.11 D+0.86L+0.51 E 31.00 -193.0 35.0 538.2 C003 1.11 D+0.86L+0.51 E 0.00 -259.2 28.1 -454.6 C003 1.11 D+0.86L+0.51 E 16.50 -165.0 28.1 9.6 C003 1.11 D+0.86L+0.51 E 33.00 -70.8 28.1 473.7 C004 1.11 D+0.86L+0.51 E 0.00 -112.8 15.8 -155.9 C004 1.11 D+0.86L+0.51 E 11.00 -50.0 15.8 18.1 C004 1.11 D+0.86L+0.51 E 22.00 12.8 15.8 192.1 C007 1.11 D+0.86L+0.51 E 0.00 -672.6 36.6 -366.5 C007 1.11 D+0.86L+0.51 E 5.00 -701.1 36.6 -183.2 C007 1.11 D+0.86L+0.51 E 10.00 -729.7 36.6 -0.0 C008 1.11 D+0.86L+0.51 E 0.00 -434.9 34.9 -538.1 C008 1.11 D+0.86L+0.51 E 15.50 -523.3 34.9 3.6 C008 1.11 D+0.86L+0.51 E 31.00 -611.8 34.9 545.3 C009 1.11 D+0.86L+0.51 E 0.00 -180.3 28.1 -473.6 C009 1.11 D+0.86L+0.51 E 16.50 -274.5 28.1 -9.6 C009 1.11 D+0.86L+0.51 E 33.00 -368.7 28.1 454.5 C010 1.11 D+0.86L+0.51 E 0.00 -12.8 15.8 -191.9 C010 1.11 D+0.86L+0.51 E 11.00 -75.6 15.8 -18.1 C010 1.11 D+0.86L+0.51 E 22.00 -138.4 15.8 155.7 Nodal Extreme Displacements Node DX DY N001 in -NA- in N001 -NA- N002 -NA- -NA- N002 0.010 34 -0.000 34 N003 0.010 34 -0.000 34 N003 0.010 34 -0.001 34 N004 0.010 34 -0.001 34 -NA- -NA- Page 2 VisualAnalysis 11.00.0013 (www.iesweb.com) �3 Project: SHELVING END Ben RieR CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Droobox\Public\IFSFILFS\S915ng1(:R van N004 - r -NA- -NA- N005 0.123 34 -0.001 34 N005 0.123 .0 -0.001 34 N00 0.123 34 -0.002 34 N006 0.123 34 -0.002 34 N00 0.135 34 -0.001 34 N0 09 0.135 34 --- -0.001 34 N009 0.135 34 -0.003 34 N010 0.135 34 -0.003 34 N015 0.068 34 -0.001 34 N015 0.068 (34) -0.001 34 N016 0.068 34 -0.002 34 N016 0.068 34 -0.002 34 Page 3 VisualAnalysis 11-00.0013 (www.iesweb.com) �,4 SHELVING FRONT CURRY-RIEHL & ASSOC., Ben Riehl Feb 04, 2015; 01:46 PM IES VsualAnalysis 11.00.0013 *315 Project: SHELVING FRONT Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Dropbox\Public\IESFILES\S215021CA.vap Nodes Node X Y Fix DX Fix DY Fix RZ in in N001 0.000 0.000 Yes Yes No N002 0.000 4.000 No No No N003 48.000 4.000 No No No N004 48.000 0.000 Yes Yes No N005 0.000 74.000 No No No N006 48.000 74.000 No No No N009 0.000 96.000 No No No N010 48.000 96.000 No No No N015 0.000 43.000 No No No N016 48.000 43.000 No No No N017 72.000 4.000 No Yes No N018 72.000 43.000 No Yes No N020 72.000 96.000 No Yes No N021 -24.000 4.000 No Yes No N022 -24.000 43.000 No Yes No N024 -24.000 96.000 No Yes No Member Elements Member Section (I)Node (2)Node Length Rz1 Rz2 in BM001 Zee 1.5 x 0.075 x 1 x 0.075 N002 N003 48.000 Rigid Rigid BM001-c1 Zee 1.5 x 0.075 x 1 x 0.075 N003 N017 24.000 Rigid Rigid BM001-c2 Zee 1.5 x 0.075 x 1 x 0.075 N016 N018 24.000 Rigid Rigid BM001-c4 Zee 1.5 x 0.075 x 1 x 0.075 N010 N020 24.000 Rigid Rigid BM001-c5 Zee 1.5 x 0.076 x 1 x 0.075 N021 N002 24.000 Rigid Rigid BM001-c6 Zee 1.5 x 0.075 x 1 x 0.075 N022 N015 24.000 Rigid Rigid BM001-c8 Zee 1.5 x 0.075 x 1 x 0.075 N024 N009 24.000 Rigid Rigid BM002 Zee 1.5 x 0.075 x 1 x 0.075 N015 N016 48.000 Rigid Rigid BM003 Zee 1.5 x 0.075 x 1 x 0.075 N005 N006 48.000 Free Free BM004 Zee 1.5 x 0.075 x 1 x 0.075 N009 N010 48.000 Rigid Rigid C001 Box -Tube 1 x 0.105 x 1.43 x 0.105 N001 N002 4.000 Rigid Rigid C002 Box -Tube 1 x 0.105 x 1.43 x 0.105 N002 N015 39.000 Rigid Rigid C003 Box -Tube 1 x 0.105 x 1.43 x 0.105 N015 N005 31.000 Rigid Rigid C004 Box -Tube 1 x 0.105 x 1.43 x 0.105 N005 N009 22.000 Rigid Rigid C007 Box -Tube 1 x 0.105 x 1.43 x 0.105 N003 N004 4.000 Rigid Rigid C008 Box -Tube 1 x 0.105 x 1.43 x 0.105 N016 N003 39.000 Rigid Rigid C009 Box -Tube 1 x 0.105 x 1.43 x 0.105 N006 N016 31.000 Rigid Rigid C010 Box -Tube 1 x 0.105 x 1.43 x 0.105 N010 N006 22.000 Rigid Rigid Member Uniform Loads Load Case Member Direction Offset End Offset Force Moment in in lb/in in-lb/in D C001 Force Y 0.000 4.000 -0.790 -NA- D C002 Force Y 0.000 39.000 -0.790 -NA- D C003 Force Y 0.000 31.000 4790 -NA- D C004 Force Y 0.000 22.000 -0.790 -NA- 0007 Force Y 0.000 4.000 -0.790 -NA- D C008 Force Y 0.000 39.000 -0.790 -NA- D C009 Force Y 0.000 31.000 -0.790 -NA- D C010 Force Y 0.000 22.000 -0.790 -NA- L C001 Force Y 0.000 4.000 -5.630 -NA- L C002 Force Y 0.000 39.000 -5.630 -NA- 0003 Force Y 0.000 31.000 -5.630 -NA- L C004 Force Y 0.000 22.000 -5.630 -NA- Page 1 VisualAnalysis 11.00.0013 (www.iesweb.com) 71(13 Project: SHELVING FRONT Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Dropbox\Public\IESFILES\S215021CA.vap L C007 Force Y 0.000 L C008 Force Y 0.000 L C009 Force Y 0.000 L C010 Force Y 0.000 Nodal Loads 4.000 -5.630 -NA-' 39.000 -5.630 -NA- 31.000 -5.630 -NA- 22.000 -5.630 -NA-- Load Case Node Direction Force Moment E+X N002 DX lb lb-in E+X N005 DX 6.680 0.000 E+X N009 DX 48.300 0.000 E+X N015 DX 62.000 0.000 27.400 0.000 Nodal Reactions Node Result Case Name FX FY N001 1.11 D+0.86L+0.51 E lb lb N004 1.11 D+0.86L+0.51 E -37 548.2 N017 1.11 D+0.86L+0.51 E -3 6..0 6.6 N018 1.11 D+0.86L+0.51 E - 18548.2 18 .3 N020 1.11 5+0.86L+0.51 E -NA- 268 N021 1.11 D+0.86L+0.51 E -NA- ..8 N022 1.11 D+0.86L+0.51 E -NA- - .2 N024 1.11 D+0.86L+0.51 E -NA- -1818 1 -NA- -11.8 Member Internal Forces Member Result Case Name Offset Fx vy Mz BM001 1.11 D+0.86L+0.51 E in 0.00 lb -1.4 lb lb -in BM001 1.11 D+0.86L+0.51 E 24.00 -1.4 -18.3 -18.3 439.2 0.1 BM001 1.11 D+0.86L+0.51 E 48.00 -1.4 -18.3 -439.1 BM001-c1 1.11D+0.86L+0.51E 0.00 0.0 -18.3 440.3 BM001-c1 1.11 D+0.86L+0.51 E 12.00 0.0 -18.3 220.2 BM001-c1 1.11 D+0.86L+0.51 E 24.00 0.0 -18.3 -0.0 BM001-c2 1.11 D+0.86L+0.51 E 0.00 0.0 -26.8 642.3 BM001-c2 1.11 D+0.86L+0.51 E 12.00 0.0 -26.8 321.1 BM001-c2 1.11 D+0.86L+0.51 E 24.00 0.0 -26.8 -0.0 BM001-c4 1.11 D+0.86L+0.51 E 0.00 0.0 -12.7 305.8 BM001-c4 1.11D+0.86L+0.51E 12.00 0.0 -12.7 152.9 BM001-c4 1.11 D+0.86L+0.51 E 24.00 0.0 -12.7 -0.0 BM001-c5 1.11 D+0.86L+0.51 E 0.00 0.0 -18.2 -0.0 BM001-c5 1.11 D+0.86L+0.51 E 12.00 0.0 -18.2 -219.0 BM001-c5 1.11 D+0.86L+0.51 E 24.00 0.0 -18.2 -437.9 BM001-c6 1.11 D+0.86L+0.51 E 0.00 0.0 -26.1 0.0 BM001-c6 1.11 D+0.86L+0.51 E 12.00 0.0 -26.1 -313.0 BM001-c6 1.11 D+0.86L+0.51 E 24.00 0.0 -26.1 -626.0 BM001-c8 1.11D+0.86L+0.51E 0.00 0.0 -11.8 0.0 BM001-c8 1.11 D+0.86L+0.51 E 12.00 0.0 -11.8 -142.0 BM001-c8 1.11 D+0.86L+0.51 E 24.00 0.0 -11.8 -284.1 BM002 1.11 D+0.86L+0.51 E 0.00 -7.1 -26.4 635.5 BM002 1.11 D+0.86L+0.51 E 24.00 -7.1 -26.4 1.3 BM002 1.11 D+0.86L+0.51 E 48.00 -7.1 -26.4 -632.8 BM003 1.11 D+0.86L+0.51 E 0.00 -12.0 -0.0 0.0 BM003 1.11 D+0.86L+0.51 E 24.00 -12.0 -0.0 -0.0 BM003 1.11 D+0.86L+0.51 E 48.00 -12.0 -0.0 -0.0 BM004 1.11 D+0.86L+0.51 E 0.00 -16.2 -12.3 297.2 BM004 1.11 D+0.86L+0.51 E 24.00 -16.2 -12.3 2.2 BM004 1.11 D+0.86L+0.51 E 48.00 -16.2 -12.3 -292.7 Page 2 Visua/Analysis 11.00.0013 (www.iesweb.com) '41 Proje(%„t: SHELVING FRONT Ben Riehl, CURRY-RIEHL & ASSOC. February 04, 2015 C:\Users\BEN\Drogbox\Public\IESFILES\S215021 CA.vao C001 1.11 D+0.86L+0.51 E 0.00 -548.2 37.0 0.0 'Cool 1.11 D+0.86L+0.51 E 2.00 -536.7 37.0 74.0 C001 1.11 D+0.86L+0.51 E 4.00 -525.3 37.0 148.1 C002 1.11 D+0.86L+0.51 E 0.00 -525.3 35. 0 1, It -729.1 'C002 1.11 D+0.86L+0.51 E 19.50 -413.8 35.0 -47.2 C002 1.11 D+0.86L+0.51 E 39.00 -302.3 35.0 634.7 C003 1.11 D+0.86L+0.51 E 0.00 -302.6 28.1 -626.8 C003 1.11 D+0.86L+0.51 E 15.50 -214.0 28.1 -191.9 C003 1.11 D+0.86L+0.51 E 31.00 -125.4 28.1 242.9 C004 1.11 D+0.86L+0.51 E 0.00 -125.4 15.4 242.9 C004 1.11 D+0.86L+0.51 E 11.00 -62.5 15.4 412.1 C004 1.11 D+0.86L+0.51 E 22.00 0.5 15.4 581.3 C007 1.11 D+0.86L+0.51 E 0.00 -525.3 36.6 -146.5 C007 1.11 D+0.86L+0.51 E 2.00 -536.7 36.6 -73.2 C007 1.11 D+0.86L+0.51 E 4.00 -548.2 36.6 -0.0 C008 1.11 D+0.86L+0.51 E 0.00 -302.3 35.3 -642.2 C008 1.11 D+0.86L+0.51 E 19.50 -413.8 35.3 45.4 C008 1.11 D+0.86L+0.51 E 39.00 -525.3 35.3 732.9 C009 1.11 D+0.86L+0.51 E 0.00 -125.4 28.2 -241.2 C009 1.11 D+0.86L+0.51 E 15.50 -214.0 28.2 195.9 C009 1.11 D+0.86L+0.51 E 31.00 -302.6 28.2 632.9 C010 1.11 D+0.86L+0.51 E 0.00 0.5 16.2 -598.5 C010 1.11 D+0.86L+0.51 E 11.00 -62.5 16.2 -419.8 C010 1.11 D+0.86L+0.51 E 22.00 -125.4 16.2 -241.2 Nodal Extreme Displacements Node DX DY in in N001 -NA- -NA- N001 -NA -NA- N002 0.009 34 -0.000 34 N002 0.009 34 -0.000 34 N003 0.009 34 -0.000 34 N003 0.009 34 -0.000 34 N004 -NA- -NA- N004 -NA- -NA- N005 0.364 34 -0.002 34 N005 0.364 34 -0.002 34 N006 0.364 34 -0.002 34 N006 0.364 34 -0.002 34 N009 0.452 34 -0.002 34 N009 0.452 34 -0.002 34 N010 0.452 34 -0.002 34 N010 0.452 34 -0.002 34 N015 0192 34 -0.001 34 N015 0.192 34 -0.001 34 N016 0.192 34 -0.001 34 N016 0.192 34 -0.001 34 N017 0.009 34 -NA- N017 0.009 34 -NA- N018 0.192 34 -NA- N018 0.192 34 -NA- N020 0.452 34 -NA- N020 0.452 34 -NA- N021 0.009 34 -NA- N021 0.009 34 -NA- N022 0.192 34 -NA- N022 0.192 34 -NA- N024 0.452 34 -NA- N024 0.452 34 -NA- Page 3 VisualAnalysis 11.00.0013 (www.iesweb.com) I City of Tukwila Department of Community Development February 19, 2015 ROGER STUESSI 9883 40TH AVE S SEATTLE, WA 98118 RE: Correction Letter # I DEVELOPMENT Permit Application Number D15-0033 BLANCHARD ELECTRIC - Dear ROGER STUESSI, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size I1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. Provide architectural plan sheets wet stamped and signed by the registered designed professional (engineer or architect) in charge. 2. Revise code notes on plan cover sheet to reference 2012 codes. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0033 A3/lll.zn th... tor Rnrilovnr l.Cuita B11)0 dh T,,1I 11, Wn h;v tnw OR1RR a PA,., YX_Q27_gA'7n aF,V 7/lA_QZ I_?AAS PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0033 DATE: 02/19/15 PROJECT NAME: BLANCHARD ELECTRIC SITE ADDRESS: 9112 E MARGINAL WAY S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Bu9ldin Division Fire Prevention Planning Division g ❑ g ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 02/24/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/24/15 Approved ❑ Approved with Conditions d Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COOPD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0033 DATE: 02/09/15 PROJECT NAME: BLANCHARD ELECTRIC SITE ADDRESS: 9112 E MARGINAL WAY S X Original Plan Submittal Revision # Response to Correction Letter # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Ailding Division Fire Prevention Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 02/10/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required 121 (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DUE DATE: 03/10/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg �y— Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 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: htW:11ivww.ci.1u1hwi1a.wa.us REVISION SUBMITTAL Revision submittals must he submitted in person at the Permit Center. Revisions will not be accepted through - the nail, fax, etc. Date: Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # D 15-0033 ❑ Revision # after Permit is Issued A�GENED ❑ Revision requested by a City Building Inspector or Plans Examiner env oFTuKWIIA Project Name: Blanchard Electric QERlf,GE M Project Address: 9112 E Marginal Way S Contact Person: Afb;�P Sou` ems' Phone Number: c7 d Summary of Revision: al 1421114 ST�pLcr� � /JL.� �� c'f ��7s ?'J✓t� Tl�y %�iuTR—� ✓a-,R— 1 / L Sheet Number(s): "Cloud" or highlight all areas of revision including date o revisiof Received at the City of Tukwila Permit Center by: �v [t--Entered in TRAKiT on ILLI \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: ENGINEERED PRODUCTS, A PAp17. CO Page 1 of 2 DWashington State Department of Labor & Industries Home Inicio en Espanol Contact Search L&I ` Gi i ✓Y A-'L Index Help My Secure L&f Safety Claims & Insurance Workplace Rights Trades & Licensing ENGINEERED PRODUCTS, A PAPE CO Owner or tradesperson 9883 40th AVE SO SALMAN, DAVID EROL SEATTLE, WA 98118 206-394-3300 Principals KING County SALMAN, DAVID EROL, PRESIDENT PAPE, MARY SUSAN, VICE PRESIDENT WETLE, CHRISTOPHER THOMAS, VICE PRESIDENT RIECKE, ROBERT JOHN, VICE PRESIDENT CARNEAU, CORY SCOTT, VICE PRESIDENT PAPE,RANDALLJORDAN,SECRETARY CT CORP SYSTEMS, AGENT RIECKE, ROBERT J, SECRETARY (End: 02/04/2013) SAYLOR, THOMAS H, TREASURER (End: 02/04/2013) HOLLINGSHEAD, DANNY W, VICE PRESIDENT (End: 02/12/2013) . Doing business as ENGINEERED PRODUCTS, A PAPE CO WA UBI No. Business type 602 684 203 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. ENGINPC931CO Effective — expiration 02/20/2007— 02/20/2017 Bond ._.._...... FIDELITY & DEPOSIT CO OF MD $12,000.00 Bond account no. 08748464 Received by L&I Effective date 02/16/2007 02/13/2007 Expiration date Until Canceled Insurance ................ _............ https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602684203&LIC=ENGINPC93ICO&SAW= 02/25/2015 SITE PLAN BUILDING ELEVATION 4 VE* 5UILIDING AND SITE STATIS?IGS BUILDING CODE: IBC - � ZONING: MIC/H SITE AREA: 161,200 SF EX BUILDING AREA: 29,812 SF FIRST FLOOR TENANT SPACE: 9s746�;- SF TYPE OF CONSTRUCTION: YB PARKING: EX. SHOWN: 99 STALLS NO CHANGES TO PARKING TAX ID NUMBER: 542260015004 d LEGAL DESCRIPTION: THAT PORTION OF THE FRANCES MCNATT DONATION LAND CLAIM IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, WM., DESCRIBED AS FOLLOWS, BEGINNING ON THE EASTERLY MARGIN OF EAST MARGINAL WAY AT A POINT SOUTH 23D40'59" EAST 895.5fo FEET FROM THE INTERSECTION OF SAID EASTERLY MARGIN AND THE NORTH LINE OF SAID DONATION LAND CLAIM, THENCE NORTHWESTERLY ALONG THE EASTERLY LINE OF EAST MARGINAL WAY 3521o5 FEET TO THE SOUTH LINE OF BOEING FIELD, THENCE NORTH 89D5811" EAST ALONG SAID SOUTH LINE OF BOEING FIELD 414.62 FEET TO A POINT ON A LINE WHICH 16 PARALLEL WITH AND 500 FEET WESTERLY MEASURED AT RIGHT ANGLES TO THE CENTER LINE OF BOEING FIELD MAIN RUNWAY NO.4, THENCE SOUTH 29D52'38" EAST ALONG SAID PARALLEL LINE 312.42 FEET, THENCE SOUTH 89D58'11" WEST TO THE POINT OF BEGINNING± (BEING KNOWN AS A PORTION OF TRACT 6 OF THE MEADOWS, ACCORDING TO THE UNRECORDED PLAT THEREOF), SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. SCOPE OF WORK: d FIRE PROTECTION This is a sprinkled building Simp/exGrinned LP rLIce 952010"' Ave South, Suite 100 Simtp/exGrinne// Seattle, WA 98108 w Phone: (206) 291-1400 q Fax: (206) 291-1500 www.sfmplexgdnnell.com 1/28/2015 _ C\t Blanchard Electric REVIE-IN�� E F ly 9112 E. Marginal Wa -South CODE C�ll`�lwIAIVCE 9 y APPROVED Seattle, WA 98104 W o �wQ �w m FEB2 3 2015 z Aft: Bob Yates W o w m a w wm��X�w Reference: Existing fire system o W Z Cit of �i'cakwill o Z o o o z o �3L11L lDIMS ;,10N a o 8 = Dear Mr Yates �`"C�vWil=� az� _� Your company is looking to store electronic Auto parts within card board boxes on 30" deep N _ = z CD N shelves to a maximum of 10 feet in height. o o 0 0 � a- Q Per WSRB the existing 8-inch wet pipe System in the warehouse areas was originally installed in 1976 and is an ordinary hazard pipe scheduled system using'/2-inch orifice, 1650F O y sprinklers. Sprinkler design is adequate for the proposed occupancy based upon NFPA 13. V� NFPA 13 Table 13.2.1 for miscellaneous storage of class I Commodity up to 12 feet in height. �W Shows that ordinary hazard I is recommended. The design density per Figure 13.2.1 would be V .15/1500. The existing systems have been recently calculated to Ordinary I in 3/2014. CL The existing fire sprinkler system is designed as is required by NFPA 13 for this storage arrangement. As such this system would not require any modifications to allow this type of CL storage. Q Thank you for an opportunity to look at your fire systems, if you have any further fire protection needs then please let us know. Thank You. Q Afdorgo e6v-iweaore p SimplexGrinnell. ' ', C,. FILE CPS `�o Permit No.1216- UJ 4� 5-85, �`° o`��` �.�� Plan review approval is subject to errors and omissions. 4s� ��, . o pp j W , ` ��\\�` .Approval of construction documents does not authorize 4P o��r,•a��ti.�a� the violation of any adopted code or ordinance. Receipt Z of approved Field Copy and conditions is acknowledged: lot Date•i'�� LV City of Tukwila BUILDING DIVISION - EXIT PLAN 0 1 t, ,-40 Open 0/1 U-J -0 I f Ut .:, A A A A A A�A A A� iti' A A A A CZ I A A A A o .. B�B I B B B B ... '- B B B B -, B� B BIB B ®� ! B B �C� CB --I B+ B B B- B .. .... B B B I B �' ' C n B tltl B B B B . B B B B]v' 1 S: A I A A A A B B B B J -T " .. ..1�.. llyr... A I A A A A __..,. B B BE ] F'ED . -w.�.. _,r.... ....u. __ I n, Office ®IC IC IC IC 1 11. C C C C C C C C PLAN VIEW PLAN Noxm SCAIF: 4* - V-0' CITY OF TUKWILA► 33 FEB 0 9 2015 PERMIT CENTER s V P cn V co M LLJ 3 r� W Q M � 3 V M Z W �3 N q DRAWN BY C.GELLER SCALE 1,_0, DATE: 1.29.2015 JOB NO: WHAT CHECKED BY.' WHO SHEET NO. OF 2 SHEETS SHELVING AO 8' PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED IN C❑NSPICU❑US L❑CATI❑N STATING CAPACITY OF 90# ON EA OF (10) SHELVES 4'—n' 91 SIDE VIEW SHELVING BO 14 PC DETAIL FRONT VIEW PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED IN C❑NSPICUOUS L❑CATION STATING CAPACITY OF 150# ON EA OF (8) SHELVES LD DETAIL N. SIDE VIEW SHELVING CO n FRONT VIEW PERMANENT PLAQUE NOT LESS THAN. 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS L❑CATI❑N STATING CAPACITY OF 180# ON EA OF (6) SHELVES 4,-n' 8' SIDE VIEW FRONT VIEW ,A nA 00 3.250 j 0.500 0.750 2.875 MD DETAIL 525 O OPTIONALLY THE FOOTPLATE COULD BE WELDED TO THE POST 2.25' 1.38" O 2.25" x 2.50" x 0.12" FOOTPL 12 GA. POST (2)#12 TEKS TO POST /I" O HILTI TZ / CONCRETE WEDGE ANCHOR 2' EMB. IV iCONCRETE FLOOR I� POST & BASE DETAIL CO cN 1p SHELVINGoi EASY UP PARTS ..„n NOTES 1.) DESIGNED PER 2012 IBC & ASCE/SEI 7-10 CHAP 15 2.) MATERIAL SPECS: Fy = 36 ksi ALL WELDS E70xx ELECTRODES 5' CONCRETE SLAB 2500 psi ALLOW S❑IL PRESSURE 1500 psf 3.) SEISMIC SCis=101%9 Sd1=57%g Design Cat 'D' 4J LOAD PER LEVEL: SEE NOTE ABOVE ELEVATIONS 5.) ANCHORS TO BE HILTI TZ ANCHORS MINIMUM OF 2' EMBEDMENT PER ESR# 1917 SPEC. INSPECTION IS REQ'D D15 -bb33 RECEIVED CITY OF TUKWILA FEB 09 2015 PERMIT CENTER � o W � W Q mm©©0©c � o cn w m Z O Q r W J L'iad]� O W W d W 2 W m C'5 X w W Cn M 0 0 0 wL-� 0 cn mZ �0-cnO�F— O ~� u �¢�o Zoo: W OU Z Q W of O oLLJ crwZ Np�-J O w w z� O N O y B � Q v o � 0 W \� W z W V t O N W� 3 W � 0 = a �m Z Lu m CD H q DRAWN BY GELLER SCALE: ?„_ DATE: 1.29.2015 JOB NO: WHAT CHECKED BY - WHO SHEET NO. at OF 2 SHEETS a Ln N N C) 0 N v N Ln ' SHELVING 2'-6' PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS L❑CATION STATING CAPACITY OF 90# ON EA ❑FI (10) SHELVES 4'-0' io SIDE VIEW PC DETAIL MD DETAIL FRONT VIEW SHELVING EASY UP PARTS NOTES 1.) DESIGNED PER 2012 IBC & ASCE/SEI 7-10 CHAP 15 2.) MATERIAL SPECS: Fy = 36 ksi ALL WELDS E70xx ELECTRODES 5' CONCRETE SLAB 2500 psi ALLOW SOIL PRESSURE 1500 psf 3.) SEISMIC Sds=1017g Sd1=577.g Design Cat 'D' 4.) LOAD PER LEVEL: SEE NOTE ABOVE ELEVATIONS 5.) ANCHORS TO BE HILTI TZ ANCHORS MINIMUM OF 2' EMBEDMENT PER ESR# 1917 SPEC, INSPECTION IS REWD 1.25' 13 GA. 1' 46�' L_D DETAIL 2.5' O IOPTIONALLY THE FOOTPLATE COULD BE WELDED TO THE POST 2.25' 1.38' 2.25" x 2.50" x 0.12" FOOTPL 7 7/8' 00 3.250 12 GA. POST j0.500 _ 4 Z / A (2)#12 TEKS TO POST J" O HIL11 TZ or CONCRETE WEDGE ANCHOR L) 00 2.875 �� MB. I ` 5' 0.625 CONCRETE FLOOR POST & BASE DETAIL J. R jq Of WASH •dry i REVIE!J-' ED FOR COME COMPLIANCE APPROVED FEB 2 3 2015 Q/ Ci , of Tukwila BUILDING DIVISION MILE DORT Q 3 Q J H 3 U H � F— U W Q W __j -� H Q Q H U Z Q Q � Q O W 4- RECEIVED CITY OF TUKWILA � W FEB 0 9 2015 N Q PERMIT CENTER PERMANENT PLAQUE NOT LESS THAN y SHELVING O 50 SQ INCHES IN AREA TO BE PLACED IN C❑NSPICU❑US LOCATION STATING CAPACITY OF 150# ON EA OF (8) SHELVES L. od CL N N N Ln 0 v N oll 7-1 v) of a 0 0 a u a a X O a- 2 0 z W m 8,_0, SIDE VIEW PC DETAIL 96' 81, 68' 56' ER❑NT VIEW 4 A ^ A MD DETAIL 00 3.250 0.500 0.750 00 2.875 0.625 SHELVING EASY UP PARTS NOTES 1.) DESIGNED PER 2012 IBC & ASCE/SEI 7-10 CHAP 15 2.) MATERIAL SPECS: Fy = 36 ksi ALL WELDS E70xx ELECTRODES 5' CONCRETE SLAB 2500 psi ALLOW SOIL PRESSURE 1500 psf 3.) SEISMIC Sds=101%g Sd1=57%g Design Cat 'D' 4.) LOAD PER LEVEL: SEE NOTE ABOVE ELEVATIONS 5.) ANCHORS TO BE HILTI TZ ANCHORS MINIMUM OF 2' EMBEDMENT PER ESR# 1917 SPEC. INSPECTI❑N IS REWD 1.25' 13 GA. 1' 46�' L_D DETAIL 2.5' Q I❑PTI❑NALLY THE FOOTPLATE COULD BE WELDED TO THE POST 2.25' 1.38' 7/8' 2.25" x 2.50" x 0.12" FOOTPL �12 GA. POST (2)#12 TEKS TO POST IJ"0 HILTI TZ CONCRETE WEDGE ANCHOR 2' EMB. 5' LCONCRETE FLOOR Lj POST & BASE DETAIL RECEIVED CITY OF TUKWILA FEB 0 9 2015 PERMIT CENTER ,10 'SHELVING a i No 2'-6' PERMANENT PLAQUE NOT LESS THAN 50 SO INCHES IN AREA TO BE PLACED IN C❑NSPICU❑US L❑CATI❑N STATING CAPACITY OF 180# ON EA OF (6) SHELVES 4'-0' 91 SIDE VIEW PC DETAIL FRONT VIEW 4 A 'A MD DETAIL 7 00 3.250 0.500 0.750 SHELVING EASY UP PARTS NOTES 1.) DESIGNED PER 2012 IBC & ASCE/SEI 7-10 CHAP 15 2.) MATERIAL SPECS: Fy = 36 ksi ALL WELDS E70xx ELECTRODES 5' CONCRETE SLAB 2500psi ALLOW SOIL PRESSURE 1500 psf 3.) SEISMIC Sds=101%g Sd1=57%g Design Cat 'D' 4.) LOAD PER LEVEL: SEE NOTE ABOVE ELEVATIONS 5.) ANCHORS TO BE HILTI TZ ANCHORS MINIMUM OF 2' EMBEDMENT PER ESR# 1917 SPEC, INSPECTION IS REQ'D LD DETAIL 2.25' 1.38' 1.5' i 0 I ❑PTI❑NALLY THE FOOTPLATE COULD BE WELDED TO THE POST 2.25" x 2.50" x 0.12" FOOTPL 7/8' �12 GA. POST <2)#12 TEKS TO POST J" O HILTI TZ CONCRETE WEDGE ANCHOR RECEIVED 00 2.875 2' EMB, CITY OF TUKWVILA m 0.625 5' FEB, 0 9 2015 CONCRETE FLOOR PERMIT CENTER I LD (d Q POST & BASE DETAIL 0-