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HomeMy WebLinkAboutPermit D03-319 - BOEING #7-033 - STORAGE RACKSBOEING #7 -033 BLDG 12675 GATEWAY DRIVE D03 -37 9 z _ . W re 2 6 — J C.) U O, U U: cnw W 2: J W }0 g N H W Z1 Z 0, U 0` co O —' • W' H" • V =, OH Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2716000040 Address: 12675 GATEWAY DR TUKW Suite No: Tenant: Name: BOEING #7 -033 Address: 12675 GATEWAY DR, TUKWILA WA Owner: Name: AMB INSTITUTIONAL ALLIANCE Phone: Address: C/O MCELROY GEORGE & ASSOC, 3131 S VAUGHN WAY STE 301 Contact Person: Name: LEONARD ASTEMBORSKI Phone: 425 876 -2594 Address: P.O. BOX 3707, MC 1W -09, SEATTLE, WA Contractor: Name: BOEING SERVICE COMPANY Address: 100 N RIVERSIDE PLAZA, M/C 5003 -4027 Contractor License No: BOEINSC978N1 DESCRIPTION OF WORK: INSTALLING SEVEN SECTIONS OF 14' HIGH PALLET RACKS. Value of Construction: $ $0.00 Fees Collected: $211.16 Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: III -N Occupancy per UBC: 0025 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N DEVELOPMENT PERMIT Permit Number: D03 -319 Issue Date: 11/03/2003 Permit Expires On: 05/01/2004 Phone: 360 655 -3907 Expiration Date:09 /08/2005 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Profit: N Water Main Extension: N Private: N N Water Meter: doc: Devperm D03 -319 Public: N Non - Profit: N Public: N Printed: 11 -03 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: _ - -, - 11°- �e.„._ Date: //— -3 3 I 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 constru io or the p= or ance of + ork. I am authorized to sign and obtain this developmen per it. Signature: Date: 4 3 ° 3 doc: Devperm Print Name: Ard-1,14, 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. D03 -319 Printed: 11 -03 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) z 1z aa s JU 00 J = H N LL W O J 20: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following c methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall' z w sprinklers at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Z i Fire Prevention Bureau. (NFPA 13) ZO LLJ O • N ° W • O ..z W ▪ = O z 16: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 17: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 18: In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 13) 19: Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13) 21: Racks designed for high -piled storage must comply with section 2207 of the Uniform Building Code. Please contact the Tukwila Building Department for details pertaining to design and installation standards. 22: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 23: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Conditions D03 -319 Date: it/3 Printed: 11 -03 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2716000040 Address: 12675 GATEWAY DR TUKW Suite No: Tenant: BOEING #7 -033 7: ** *FIRE DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: D03 -319 Status: ISSUED Applied Date: 10/15/2003 Issue Date: 11/03/2003 1: ** *BUILDING DEPARTMENT CONDmONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 6: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 8: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 9: Maintain fire extinguisher coverage throughout. 10: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 11: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 12: When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 13: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 14: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S,R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal doc: Conditions D03 -319 nwir. ,R1;9'K�N'i7!4 ^- b cV n*�,Ir M N ^Uwo•• mask Printed: 11 -03 -2003 e(D Site Address: t2 n .4 C w Tenant Name: 19(- i tc Property Owners Name: 4,vij //J5r'T vrl 0,v L C.G. ,' 4 -nl c s Mailing Address: t) i4 G 6L c*N r�G TACT PERS Name: L /Writ 0 1 JT u-r 114 66 /c.t Day Telephone: Mailing Address: 5X f 'i.AM'. 9 pr2-t/ Mfr t' w-0- ,,� City E -Mail Address: 1.--00A/4 t 4&t- T � 6ciNC cam Number: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: lapplicationstpcnnit application (3.2003) 3/2003 CITY OF TUKWILA Community Developmers Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 ** P- a 6* RCHITECT OF: CORD, Aii plans must be.i et stamped;by Arehitect Recor ENGINEER OF;RECORD All plansmust be.wet stamped by Engineer of Record, l'age I Suite Number: City King Co Assessor's Tax No.: g7/&700 ' Floor: New Tenant: .... Yes ,.EI ..No State State State Zip gr y-, 7 s/ Zip Zip City Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** City State Zip Day Telephone: Fax Number: City State Zip Day Telephone: Fax Number: fI LbXNG PERMIT INEOR1YIA • s* 1 li `� _ Ri W!!f.S �J,`N. \applications \permit application (3.2003) 3/2003 Valuation of Project (contractor's bid price): $ le Q 0 ii Scope of W $77 ork (please provide detailed information): ,A' /1/ r- Page 2 Existing Building Valuation: $ Will there be new rack storage? D ..Yes 0 .. No if "yes ", see Handout No. for requirements. rovide All Building Areas in Square: Footage Below l' . Floor: 2n F1dot[. • sr. Floor ;Floors:;= Baseineht Acce Structure'.; AttachedGarage Detached Garage :Attached,Catpo Detached: Carport: -Covered Deck. Uncovered Addition to Existing Structur • Type of Construction per UBC Type of Occupancy per.:: :UBC 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 for 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 ..Automatic Fire Alarm 0 ..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes [] ..No If "yes". attach list of materials and storage locations on a separate 8-1 /2 x 11 paper indicating quantities and Material Safety Data Sheets. ttr Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Please refer to Public Works Bulletin #1 for fees and estimate sheet: Sewer District ❑ ...Tukwila 0... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill lapplications \permit application (3.2003) 3/2003 cubic yards cubic yards ❑..:Sanitary Side Sewer ❑...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Back flow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ :1V1A;TY 1f Call before you Dig: 1- 800 - 424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line I WO# WO# WO# Private Private ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 64334:0 ❑ .. Highline ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewer ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Uni(Type: .Qty. •• Ufit. :Type : Qh' Unit.T e:: :..:Qty Yp : :Boiler /Compressor: p . Y . . t . Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater. Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic • Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind Contact Person: E -Mail Address: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): O'"�� ° tATION " =`; 206 ='431' =367 Indicate type of mechanical work being installed and the quantity below: MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Use: Residential: New ....El Replacement .... Commercial: New .... Replacement .... Fuel Type: Electric Gas ....0 Other: 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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 OWNER OR AUTHORIZED GEN,Fz t l Signature: I " Print Name: N�i n-v 13 /3 csf k- / Day Telephone: 424" d p 7 ` 2 ` 5- 9 9 Mailing Address: Date Application Accepted \applicationalpermit application (3.2003) 3/2003 City Date Application Expires: Page 4 Date: / State Zip Staff Initials: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z _ . e: 00 U) 0 • LU J i = - • w W 0 Receipt No.: R03 -01252 Payment Amount: 211.16 g �. u . ¢ co Initials: SKS Payment Date: 10/15/2003 02:43 PM = 0 User ID: 1165 Balance: $0.00 _ 11-0 z I— CU • w D 0 . O — �H TRANSACTION LIST: w w Type Method Description Amount - U ' Payment Other 211.16 Z ILI - • I 0 F z Parcel No.: 2716000040 Permit Number: D03 -319 Address: 12675 GATEWAY DR TUKW Status: PENDING Suite No: Applied Date: 10/15/2003 Applicant: BOEING 7 -033 BLDG Issue Date: Payee: BOEING ACCOUNT #000.386.908.03 ACCOUNT ITEM LIST: doc: Receipt Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT 125.25 81.41 4.50 Total: 211.16 - 3700 10/15 9716 TO'T'AL 0.00 Printed: 10 -15 -2003 Project!) At 0e/ Type Inspection: //t)4 , i Address: '-'- 7 - 0....... / 0)6 75 a47Euei be Date Called: /- /7 - a-5 Special Instructions: ...e Ai , 43. Date Wanted: il - -26 a.m. , -03 P.m. Requester,. Z) OA) / Q.55 Pho Na '• ' • ' .'7""" • t a INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1)b3 -3/Y PERj NO 1 • , a 206)431-3670 l aMENTS: 7;; Approved per applicable codes. • rrections required prior to approval. $47.00 REINSPECTION FEIEQIJIRED.. Prior to inspection, fee must be 1---1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro' t: ' 1 7-x'33 Type of Inspection: • �- � A res P f' I i n , D to Calle , ! 1 ( i ` 3 Special Instructions: to Wanted: lin -1 /Q3 ( a . 5 p Requ ter: f Phone No: 1 -•/2.5 - -- - 7.5W--2 , 7e2 . 3 b03-3o INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 $47.00 REINSPECTIOI/EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: )/02 Approved per applicable codes. Corrections required prior to approval. File: D03 -0319 35mm Drawing #1 -5 that the n Check approvals th Pla a ,•,, ;,�,.:, �.., understand t nis� `� " = •` � `' ' subject to errors and . of a,.. �bj !:: �;o;a not 0 a grove STRUCTURAL CALCULATIONS PALLET RACKS BLDG. 7 -33 JOB NO. 13034502 INSTALL PALLET RACKS PREPARED BY: MICHAEL J. SULLIVAN WPS FACILITIES P. O. BOX 3707 MS 61 -90 SEATTLE, WA 98124 PHONE: 425 - 237 -8183 OCTOBER 9, 2003 CITY OF TEA APPROVED OCT 222003 AS NOFLD IEGIRES 3/28/05 1 1 � Bldg 7 -33 .--- STRUCTURAL PROPERTIES .UMMARY I BOEING P.O. Box 3707 Seattle, Washington 98124 -2207 1 PROJECT Install Pallet Rack JOB NO. 13034502 FIG. BY SULLIVAN BUILDING: 7 - 33 STRUCTURAL PROPERTIES: Multiple Rack Analysis, Ground Floor Slab f'c = 3000 psi Rebar Bottom As = 0.06 in^2 / ft Top As= 0.06 inA2 /ft FILENAME Rack calcs 13034502 CHECKED BY (1997 UBC Chapter 22, Division X - Design Standard for Steel Srorage Racks) LOCATION: Rm 12Al2 Beam 781B Fy = 50 ksi Sx = 1.157 inA3 Ix = 3.081 inA4 t = 0.064 in Weld Type B No. of Pins 4 Weld Size 0.1250 Impact load to consist of a single load (Yes or No): no (See Pallet Rack Design sheets) Column LM30 Fy = 50 ksi Lx = 54.0 in Ly = 80.0 in , Kx = 1.50 (Longitudinal) Ky = 1.00 (Transverse) A = 0.859 inA2 lx = 1.373 in^4 rx = 1.249 in ry = 1.150 in Sx = 0.915 in■3 Sy = 0.752 iO3 t = 0.105 in Brace 14 Gage x 1.25" Wide x 1.50" High Fy = 50 ksi A = 0.284 in^2 ry = 0.404 in Lv = 25 in Anchor Bolt Type Hilti KWIK BOLT II Diameter 0.5 in Embedment 3.5 in Tensile Cap. 2.4 kip Shear Cap. 2.45 kip Special Inspection Required = No t= Page 1 of 23 DATE 10/01/03 REV'D 4 in Fy = 60 ksi dl = 2 in dl is to top of slab d2 = 2 in d2 is to bottom of slab 10/6/2003 1:14 PM Bldg 7 -33 .-,, STRUCTURAL PROPERTIEL . SUMMARY BOEING P.O. Box 3707 Seattle, Washington 98124 -2207 i PROJECT Install Pallet Rack FIG. BY SULLIVAN SUMMARY: RECOMMENDATIONS: FILENAME: Rack calcs 13034502 CHECKED BY Soil Allowable Bearing Pressure = 1500 psf POSTED LOAD LIMIT: 1000 LBS PER SHELF STRUCTURAL CAPACITY: 1226 LBS PER SHELF SEE STRUCTURAL COMPONENT CAPACITIES ON THE LAST PAGE SOIL PRESSURE IS EXCLUDED FROM THE STRUCTURAL CAPACITY. SEE NOTE ON LAST PAGE. ATTACHMENTS: 1., PALLET RACK FIELD SURVEY FOR PLANT ENGINEERING 2. PALLET RACK FRAME SURVEY DATA SHEET 3. PALLET RACK BEAM SURVEY DATA SHEET 4. BEAM WELD & BASEPLATE SURVEY DATA SHEET 5. SLAB STEEL WORKSHEET PALLET RACK DATA SHEET Page 2-of 23 JOB NO. 13034502 DATE 10/01/03 REV'D METHODOLOGY: THE FOLLOWING CALCULATIONS REVIEW AN EXISTING PALLET RACK FOR GRAVITY AND LATERAL LOADS. THE MAXIMUM CAPACITY OF THE RACK, GIVEN THE EXISTING CONFIGURATION AND LOCATION, WAS DETERMINED. THIS PALLET RACK IS STRUCTURALLY ADEQUATE FOR A MAXIMUM SHELF LOAD OF 1226 LBS PER SHELF, UNIFORMLY DISTRIBUTED. THIS LIMIT APPLIES TO THE CURRENT CONFIGURATION AND LOCATION ONLY. LATERAL SUPPORT OF THE HORIZONTAL BEAMS MUST BE PROVIDED BY THE STEEL WIRE DECKING AS REQUIRED BY THE BOEING "PALLET RACKS STANDARD" TO UTILIZE A BEAM BENDING STRESS OF 0.6 x Fy. HAND CALCULATIONS WILL BE PROVIDED TO JUSTIFY THE ALLOWABLE BENDING STRESS FOR OTHER CONDITIONS. 10/6/2003 1:14 PM aL• Y .. iLaw' rY4...' n:.,•". :w.W.J:Ni.4w.t%1�..:,:li.. «..w& 2:y;S$:t5 i.: llo-. 4i %.'ie,�(^;c::N�';':iie °�„i5✓�` i • b 41 ';t (1) ITEM (2) HEIGHT (3) WIDTH (4) y (5) A (6) Ay (7) (bh■3)/12 (8) d (9) Ad/2 (10) (7) + (9) I v CV CO d' Ul CD 1.625 1.000 4.313 1.625 7.008 0.358 1.750 4.977 5.334 3.500 1.000 1.750 3.500 6.125 3.573 -0.813 2.311 5.883 5.125 1.000 2.563 5.125 13.133 11.218 0.000 0.000 11.218 1.000 0.000 0.000 0.000 0.000 0.000 -2.563 0.000 0.000 1.000 0.000 3.500 0.000 0.000 0.000 0.938 0.000 0.000 1.000 0.000 5.125 0.000 0.000 0.000 2.563 0.000 0.000 TOTALS 10.250 26.266 15.148 7.287 22.435 Bldg 7 - 33 BEAM WELD•CAPACITY BOEING P. O. Box 3707 %Seattle, Washington 98124-2207 i PROJECT Install Pallet Rack FIG. BY SULLIVAN- BEAM & WELD GEOMETRY BEAM: 781B WELD THICKNESS = 0.1250" EFFECTIVE THICKNESS = 0.125 * 0.707 = WELD TYPE = B 1.625" 3.500" FOR 1" WELD WIDTH: COG Y= 2.563 in A= I= Yt = Yb = St = Sb = r= FILENAME: Rack calcs 13034502 10.250 in2 22.435 in4 2.438 in 2.438 in 9.204 in3 9.204 in3 1.479 in CHECKED BY 1.000" X THEREFORE ALLOWABLE BENDING = 1.014 2.75" 0.088" 4 Page_3 of 23 1.750" 3 1 JOB NO. 13034502 DATE 10/01/03 REV'D ALLOWABLE WELD STRESS AT BEAM WELD = 15.80 * 0.064 = 1.014 5.13" For Beam Weld: Beam Fy = 50 >36 therefore Fv = 15.80 ksi Beam t = 0.0642 <= 0.088" therefore effective throat = 0.064" * 1.33 * 9.204 = 12.42 "k < GOVERNS 10/6/2003 1:14 PM • (1) , ITEM (2) HEIGHT (3) WIDTH (4) y (5) A (6) Ay (7) (bh'\3)/12 (8) d (9) AdA2 (10) (7) + (9) r N 01 'Kt to CO 1.625 0.064 4.313 0.104 0.450 0.023 1.750 ' 0.319 0.342 3.500 0.064 1.750 0.225 0.393 0.229 -0.813 0.148 0.378 5.125 0.064 2.563 0.329 0.843 0.720 0.000 0.000 0.720 0.064 0.000 0.000 0.000 0.000 0.000 -2.563 0.000 0.000 0.064 0.000 3.500 0.000 0.000 0.000 0.938 0.000 0.000 0.064 0.000 5.125 0.000 0.000 0.000 2.563 0.000 0.000 'TOTALS _ 0.658 1.686 0.973 0.468 1.440 Bldg 7 -33 BEAM WELD CAPACITY !BOEI Boz37o Seattle, W P. P.O. O. Box 3707 , Seattle, Washington 98124 -2207 i PROJECT Install Pallet Rack FIG. BY SULLIVAN BEAM GEOMETRY AT WELDS BEAM: 781B THICKNESS = 0.064" COG Y= 2.563 in FILENAME: Rack calcs 13034502 CHECKED BY JOB NO. 13034502 DATE 10/01/03 REVD A = 0.658 in2 Beam Shear Area = Item 1 + Item 2 + Item 3 = I = 1.440 in4 = 1.625 x 0.064 = 0.104 sq in Yt = 2.438 in = 3.500 x 0.064 = 0.225 sq in Yb = 2.438 in = 5.125 x 0.064 = 0.329 sq in St = 0.591 in3 Total Beam Shear Area = 0.658 sq in Sb = 0.591 in3 r = 1.479 in ALLOWABLE BEAM STRESS = 0.60 * Fy = 0.60 * 50.00 ksi * 1.33 = 40.00 ksi ALLOWABLE BENDING = 40.00 ksi * 0.591 = 23.64 "k Allowable Beam Web Shear: Beam h/t = 79.83 greater tha 547 / Fy ^2 = 77.36 83200/ (h/t) ^2 = 13.06 ksi therefore Fv = 13.06 ksi * 1.33 = 17.41 ksi ALLOWABLE SHEAR = 17.41 ksi * 0.658 = 11.46 k OK BY INSPECTION Page 4-of 23 10/6/2003 1:14 PM :.,,; U..� 1:t:a:si:4Fsf �rwi:::a�::..ite_ :`.��:i;tw ,`� 4r;:•iL; Bldg 7 -33 - PALLET RACK DESIGN �. BOEING I P. O. Box 3707 Seattle, Washington 98124 -2207 PROJECT Install Pallet Rack FIG. BY SULLIVAN PALLET RACK GEOMETRY NUMBER OF SHELVES = 2 (MUST BE < 8) IF NUMBER IS LESS THAN EIGHT, SET LOWER SHELF HEIGHTS (BELOW LEFT) TO ZERO AS REQUIRED. SHELF SPACING = 48" SHELF SPACING = 110" SHELF SPACING = 0" SHELF SPACING = 0" SHELF SPACING = 0" SHELF SPACING = 0" SHELF SPACING = 0" SHELF SPACING = 0" FILELNAME: Rack calcs 13034502 CHECKED BY Pages of 23 JOB NO. # # # ## DATE 10/01/03 REV'D BEAM SPAN = 120" SHELF BASE SET SHELF HEIGHTS BELOW TO ZERO BEAM SPAN = 1?0" 10/6/2003 1:14 PM LEVEL D hx (in) hx (in) wx (k) wxhx wxhx Fx (k) Ewxhx N T- 0 0 0 0 0 0 48 158 0.60 94.8 0.590 0.081 110 110 0.60 66.0 0.410 0.057 0 0 0.00 0.0 0.000 0.000 0 0 0.00 0.0 0.000 0.000 0 0 0.00 0.0 0.000 0.000 0 0 0.00 0.0 0.000 0.000 0 0 0.00 0.0 0.000 0.000 0 0 0.00 0.0 0.000 0.000 TOTALS 1.20 160.8 1.000 0.138 Bldg 7 -33 PALLET RACK DESIGN - -! BOEING P. O. Box 3707 Seattle, Washington 98124 -2207 i PROJECT Install Pallet Rack FIG. BY SULLIVAN BEAM LOADS SHELF DL = SHELF LL = UNIT IMPACT LOAD = MOMENT AT CENTER OF BEAMS: • ASSUME 20% FIXITY AT ENDS FOR DETERMINING THE MOMENT AT THE CENTER OF BEAMS. MDL = WDLL (80 %) = (80 %) * (0.100 * 120 / 8) k -in = 8 M LL = WLLL * k00%) _ (80 %) * (0.500 * 120 / 8) k -in = 8 MOMENT AT END OF BEAMS: M DL = WDLL * (20 %) = (20 %) * (0.100 * 120 / 8) k -in = 8 V = 0.1607 W/1.4: 0.276 k CHECKED BY 200 LB /SHELF = 100 LB /BEAM, 1000 LB /SHELF = 500 LB /BEAM 25% x SHELF LL / 2 PALLETS 125 LB /SHELF = 63 LB /BEAM, JOB NO. # # # ## DATE 10/01/03 REV'D SEE NOTE 1 AT END OF SECTION SEE NOTE 2 AT END OF SECTION 1.20 k -in 6.0 k -in 0.30 k -in MLL = Md. * (20 %) = (20 %) * (0.500 * 120 / 8) k -in = 8 SEISMIC LOADING - LONGITUDINAL DIRECTION V = 2.5CaI xW NOTE: DIVIDE V BY 1.4 TO OBTAIN WORKING R STRESS DESIGN (UBC SECTION 1612.3.2). Ca = 0.36 ('97 UBC Table 16 -Q) I = 1 ('97 UBC Table 16 -K) R = 5.6 (FOR MOMENT FRAME, R = 5.6; FOR BRACED FRAME, R = 4.4, '97 UBC Section 2228.5.2) 1 <-- - -TYPE 1 FOR 100% LL; TYPE 2 FOR 50% REDUCTION IN LL (UBC Section 2228.5.2) W = 2* (200 + 1000)/1000 = 2.4 k (FOR BOTH SIDES OF RACK) 1.5 k -in LATE M w (W/ IMPACT) 6.0 k -in (W/ IMPACT) 1.5 k -in FILELNAME: Rack caics 13034502 Page -6 of.23 10/6/2003 1:14 PM 4i�a<iw i:.: rx 0.975 k -in 0.143 k m = v = 0.081 k m = 1.949 k -in v = 8.551 k -in Ok m = v = 0.138 k m= 15.15 k -in v= 0 k -in Ok m= v = Ok m= 0 k -in v= 0 k -in Ok m= v = Ok m = O k -in v= O k -in Ok m = v= Ok m= 0 k -in v= O k -in Ok m = v = Ok m = O k -in v= O k -in Ok m = v = Ok m= 0 k -in v= O k -in m = v = Ok m= 0 k -in T Pri .I.i.c — 1 9 Bldg 7 -33 PALLET RACK DESIGN BOEING P. O. Boot 3707 Seattle, Washington 98124 -2207 PROJECT Install Pallet Rack FIG. BY SULLIVAN SEISMIC LOADING - LONGITUDINAL DIRECTION (cont) USING 'PORTAL FRAME METHOD' DETERMINE FORCES AT INTERIOR SECTION DUE TO SEISMIC LOADING BASE FIXITY: TYPE "1" IF BASE IS PINNED > TYPE "2" IF BASE IS FIXED. 0.081 k 0.057 k Ok v= ---> SET SHELF I m = BELOW TO ZERO Ok Ok Ok Ok Ok FILELNAME: Rack calcs 13034502 v = 0.016 k m= v= m= V= m = v= m = v= m= V= m = v= m = CHECKED BY JOB NO. # # # ## 1 Pages of 23 DATE 10/01/03 REV'D v = 0.016 k 0.975 k -in k 0.143 k 8.551 k -in Ok 0 k -in Ok 0 k -in Ok 0 k -in Ok 0 k -in Ok 0 k -in Ok 0 k -in 10/6/2003 1:14 PM Bldg 7 -33 PALLET RACK DESIGN BOEING P. 0. Box 3707 1 Seattle, Washington 98124 -2207 PROJECT Install Pallet Rack JOB NO. # # # ## FIG. BY SULLIVAN SEISMIC LOADING - LONGITUDINAL DIRECTION (cont) BEAM LOADS - VERTICAL LOAD = 600 lb/beam Md +l +Imp CENTER 7.20 k -in Md +l +Imp END = 1.80 k -in Mseismic = Md +I +s END = 10.35 k -in (No Impact) L= FOR 781B FILELNAME: Rack calcs 13034502 CHECKED BY 8.55 k -in 120" Fy = 50 ksi Sx = 1.157 in■3 Ix = 3.081 in^4 Fb = 0.6 * Fy = 30 ksi M all = Sx *Fb = 1.157 * 30 = 34.71 k -in >= 7.20 OK CHECK SEISMIC - (4/3) * Mall = 46.28 k -in >= 10.35 OK CHECK DEFLECTION - O. =1 /180= 0.667 in 54 0.15 in <= 0.667 OK Aact 384E1 CHECK END CONNECTION - WELD TYPE: B DATE 10/01/03 REV'D WELD OR BEAM CAPACITY: 12.42 "k > 10.35 OK ( -17% UNDERSTRESS CONDITION) PLATE TYPE: 4 PIN END PLATE; COLUMN THICKNESS: 0.105 " PLATE CAPACITY: 55.75 "k > 10.35 OK Page 8 of 10/6/2003 1:14 PM LEVEL DIST BETW COG & SHELF TOP hx (in) wx (k) wxhx (k -in) wxhx Fx (k) Mot (k -in) z wxhx NI-000000 0.1 0 0 0 0 0 0 0 182.00 1.20 218.40 0.908 0.186 33.82 24 " ** 110.00 0.20 22.00 0.092 0.019 2.06 0 " ** 0.00 0.00 0.00 0.000 0.000 0.00 0 " ** 0.00 0.00 0.00 0.000 0.000 0.00 0 0.00 0.00 0.00 0.000 0.000 0.00 0 " ** 0.00 0.00 0.00 0.000 0.000 0.00 0 " ** 0.00 0.00 0.00 0.000 0.000 0.00 0 " ** 0.00 0.00 0.00 0.000 0.000 0.00 TOTALS 2.40 1.40 240.40 1.000 0.205 35.88 'LEVEL DIST BETW COG & SHELF TOP 1.15 *hx (in) wx (k) wxhx (k -in) wxhx Fx (k) Mot (k -in) Ewxhx. NI-000000 24 " ** 209.30 1.20 251.2 0.576 0.202 42.27 24 " ** 154.10 1.20 184.9 0.424 0.149 22.91 0 " ** 0.00 0.00 0.0 0.000 0.000 0.00 0 " ** 0.00 0.00 0.0 0.000 0.000 0.00 0 " ** 0.00 0.00 0.0 0.000 0.000 0.00 0 " ** 0.00 0.00 0.0 0.000 0.000 0.00 0 " ** 0.00 0.00 0.0 0.000 0.000 0.00 0 " ** 0.00 0.00 0.0 0.000 0.000 0.00 I TOTALS 2.40 436.1 1.000 0.351 65.18 Bldg 7 -33 PALLET RACK DESIGN 1 BOEING I P. O. Box 3707 Seattle, Washington 98124 -2207 PROJECT Install Pallet Rack JOB NO. # # # ## FIG. BY SULLIVAN SEISMIC LOADING - TRANSVERSE DIRECTION ASSUMPTION: PALLET RACK IS BRACED IN TRANSVERSE DIRECTION V = 2.5 Cal x R NOTE: DIVIDE V BY 1.4 TO OBTAIN WORKING STRESS DESIGN (UBC SECTION 1612.3.2). Ca = 0.36 ('97 UBC Table 16 -Q) I = 1 ('97 UBC Table 16 -K) Rw = 4.4 (FOR MOMENT FRAME, R = 5.6; FOR BRACED FRAME, R = 4.4, '97 UBC Section 2228.5.2) 1 <-- - -TYPE 1 FOR 100% LL; TYPE 2 FOR 50% REDUCTION IN LL (UBC Section 2228.5.2) LATERAL FORCE DISTRIBUTION - ALL SHELVES LOADED - TRANSVERSE DIRECTION ONE BENT OF RACK ONLY FILELNAME: Rack calcs 13034502 CHECKED BY W1 = 2* (200 + 1000)/1000 = 2.4 k (ALL SHELVES LOADED) V1 = 0.2045 W / 1.4 = 0.351 k (PER UPRIGHT FRAME) W2 = [(2 * 200) + 1000]/1000 = 1.4 k (ONLY TOP SHELF LOADED) V2 = 0.2045 W / 1.4 = 0.205 k (PER UPRIGHT FRAME) ** SEE NOTE 3 AT END OF SECTION LATERAL FORCE DISTRIBUTION - ONLY TOP SHELF LOADED - TRANSVERSE DIRECTION ONE BENT OF RACK ONLY Pag&9 of.23 DATE 10/01/03 REV'D 10/6/2003 1:14 PM Bldg 7 -33 PALLET RACK DESIGN -I BOEING P. 0. Box 3707 Seattle, Washington 98124 -2207 1 PROJECT Install Pallet Rack FIG. BY SULLIVAN SEISMIC LOADING - TRANSVERSE DIRECTION (CONT) 0.20 k 2 4 11 0.15 k 24" 011 0.00 k SHELF BASE - SLAB 0.00 k 0" 11 0.00 k 0 0 " 0.00 k 011 0.00 k 0.00 k 0" FILELNAME: Rack calcs 13034502 ALL SHELVES LOADED SHELF DEPTH = 37 in 1 = 1200 Ib 1 = 1200 Ib 1 1 1 1 1 1 CHECKED BY Ps= 65.18/ 37 Ps= 65.18 / 37 = 1.76k = 1.76k Pd = 0.2 k T Pd = 0.2 k T PI= 1 k T PI= 1 k Page10. of 23 0.19 k 24" 0.02 k 0.00 k SHELF _..__ _!4B 0.00 k 0.00 k 0.00 k 0.00 k 0.00 k Ps = 35.88 / 37 = 0.97 k Pd= 0.2 k PI = 0.5 k JOB NO. # # # ## DATE 10/01/03 REV'D P= 1200 Ib 1 P= 200 lb 1 1 1 1 1 1 ONLY TOP SHELF LOADED SHELF DEPTH = 37 in T T Ps= 35.88/37 0.97 k = 1 Pd = 0.2 k 0.5 k 1' 10/6/2003 1:14 PM z 6 J U 00 to 0 LU WO g J u_ ? mo = W E- _ z � W U � co_ C3 H wW H 0 . • W z. W O z Bldg 7 -33 PALLET RACK DESIGN BOEING I P. O. Box 3707 Seattle, Washington 98124 -2207 i PROJECT Install Pallet Rack FIG. BY SULLIVAN FILELNAME: Rack calcs 13034502 CHECKED BY SEISMIC LOADING - TRANSVERSE DIRECTION (CONT) P (TOTAL) = 1.20 k M (SEISMIC) = 15.15 k -in Paged 1 . of 23 JOB NO. # # # ## DATE 10/01/03 REV'D COLUMN DESIGN - CASE 1: DL + LL + SEISMIC (LONGITUDINAL) P (DL) = 0.20 k P (LL) = 1.00 k P (SEISMIC) = 0.00 k (AT INTERIOR COLUMNS) CASE 2: DL + LL + SEISMIC (TRANSVERSE) P (DL) = 0.20 k P (LL) = 1.00 k P (SEISMIC) = 1.76 k P (TOTAL) = 2.96 k M (SEISMIC) = 0.00 k -in (BRACED TRANSVERSELY) 10/6/2003 1:14 PM ALL SHELVES LOADED ONLY TOP SHELF LOADED MAXIMUM DOWNWARD LOAD (kip) = 1.76 + 0.2 + 1 = 2.96 0.97,+ 0.2 + 0.5 = 1.67 BASE UPLIFT LOAD TO BE RESISTED BY ANCHOR BOLTS (kip) = 1.76- 0.9 *(0.20 + 1.00) = 0.68 0.97 -0.9 *( 0.20 + 0.50) = 0.34 Bldg 7 -33 PALLET RACK DESIGN BOEING I P. O. Box 3707 Seattle, Washington 98124 -2207 i PROJECT Install Pallet Rack FIG. BY SULLIVAN FILELNAME: Rack calcs 13034502 CHECKED BY SEISMIC LOADING - TRANSVERSE DIRECTION (CONT) P (TOTAL) = 1.20 k M (SEISMIC) = 15.15 k -in Paged 1 . of 23 JOB NO. # # # ## DATE 10/01/03 REV'D COLUMN DESIGN - CASE 1: DL + LL + SEISMIC (LONGITUDINAL) P (DL) = 0.20 k P (LL) = 1.00 k P (SEISMIC) = 0.00 k (AT INTERIOR COLUMNS) CASE 2: DL + LL + SEISMIC (TRANSVERSE) P (DL) = 0.20 k P (LL) = 1.00 k P (SEISMIC) = 1.76 k P (TOTAL) = 2.96 k M (SEISMIC) = 0.00 k -in (BRACED TRANSVERSELY) 10/6/2003 1:14 PM Bl 7 -33 -! BOEING PALLET RACK DESIGN P. 0. Box 3707 Seattle, Washington 98124 -2207 PROJECT Install Pallet Rack JOB NO. # # # ## FIG. BY SULLIVAN COLUMN DESIGN (CONT)- FOR LM30 CHECK DL + LL - FILELNAME: Rack calcs 13034502 CHECKED BY Fy = 50 ksi Lx= 54.0 in Ly = 80.0 in Kx = 1.50 (LONGITUDINAL) Ky = 1.00 (TRANSVERSE) A = 0.859 in^2 Ix = 1.373 in^4 rx = 1.249 in ry = 1.150 in Sx = 0.915 in^4 Sy = 0.752 in A4 2 C 2 F E = 107 Y (kI /r)x = 64.9 (kI /r)y = 69.6 < GOVERNS Fa = 21.0 ksi Pa = 18.1 k P /Pa = (1.20/18.05) = 0.066 < 1.00 OK FOR TRANSVERSE SEISMIC LOADING - P /Pa = (2.96/18.05) = 0.164 < 1.33 OK DATE 10/01/03 REV'D FOR LONGITUDINAL SEISMIC LOADING - Fb = 0.6 *Fy = 30.0 ksi Ma = Fb *Sx = 27.5 k -in P /Pa + M/Ma = (1.2/18.05) + (15.15/27.45) = 0.618 < 1.33 OK Page 12•gt 23 10/6/2003 1:14 PM Bldg 7 -33 PALLET RACK DESIGN ' BOEING P. O. Box 3707 Seattle, Washington 98124 -2207 PROJECT Install Pallet Rack JOB NO. # # # ## FIG. BY SULLIVAN COLUMN DESIGN (CONT)- DIAGONAL BRACE DESIGN - NOTES: FOR 14 Gage Brace FILELNAME: Rack calcs 13034502 Fy = 50 ksi A = 0.284 in^2 ry = 0.404 in CHECKED BY P /Pa = 0.066 <= 0.15 Therefore no additional checks need to be made HORIZONTAL DISTANCE (Lh) = VERTICAL DISTANCE (Lv) = BRACE LENGTH (Lb) = DATE 10/01/03 REVD 37.0 in 25.0 in 44.7 in KVry = 110.5 Fa = 12.22 ksi Pa = A *Fy = 3.47 kips P= Lb *V1 /Lh = 0.42 kips P /Pa = (0.42/3.47) = 0.122 < 1.33 OK 1. Shelf DL includes 2 beams and the shelf material weight. 2. Per the 1997 Rack Manufactureres Institute (RMI) Specification Section 2.4, a safety margin of 25% of one unit (pallet) load (not the shelf load) is to be used for a vertical impact load. Therefore it is assumed that there are 2 pallets on the shelves of the 10' racks and 3 pallets on the 14' racks, unless the shelf load is to consist of a single load as stated in the Structural Properties of the beam on the Summary sheet, page 1. 3. It is assumed that the distance between the COG and shelf top is equal to half of the distance to the next shelf, and at the top shelf it is equal to half of the distance to the shelf below or a minimum of 12 ". Paga13 23 10/6/2003 1:14 PM , Bldg 7 -33 BASE PLATE DESIGN BOEING PROJECT Insta I Pallet Rack JOB NO. 13034502 P. 0. Box 3707 Seattle, Washington 98124-2207 FIG. BY SULLIVAN CHECKED BY DATE 10/01/03 REV'D BASE PLATE DESIGN DIMENSIONS: FILENAME: Rack calos 13034502 N= 5.00" B = 8.00 " d = 3.00 " bf = 3.00 " x = 1.00 " PLATE THICKNESS = 0.500 " PIER SIZE = 1296 sq in Bolt dia = 0.5 " MATERIAL PROPERTIES: fc' = 3000 psi Fy = 36 ksi Es/Ec = 9.3 LOADS: Sm n P(DL +LL)= 1.20 k LONGITUDINAL - P (seis)= 0.00 k (See Note 1) M (seis)= 0.00 " k V (seis) = 0.14 k TRANSVERSE - P (seis)= 1.76 k M (seis)= 0.00 " k (Braced Transversely) P(uplift)= V (seis) = 0.18 k Smn Page 14 of 23 x n bf B n i 0.68 k Note 1. Longitudinal moment will be zero with a pinned condition. 4 N IOPD WE: S max a) UNIFORM 10/6/2003 1:14 PM i Bldg 7 -33 . BASE PLATE DESIGN v� PROJECT Install Pallet hack FIG. BY SULLIVAN DETERMINE CONCRETE AND ANCHOR BOLT STRESSES DUE TO DL, LL AND SEISMIC LOADING IN THE LONGITUDINAL DIRECTION: Pc = P(DL +LL) + P(SEISMIC LONG.) = 1.20 k . BOLT AREA, As = 0.20 sq in A =B *N= 8.00 *5.00= 40.Osgin Sx = N * BA2/6 = 53.3i1YA3 f = B/2 - x = (8.00/2) - 1.00 = 3.00" e = M/Pc = 0.00/1.20 = 0.00" BASE PLATE LOAD TYPE: a) UNIFORM (SEE SKETCH ON PREVIOUS SHEET) Smin = 0.03 ksi Smax = 0.03 ksi Pt = 0.00 k NO ANCHOR BOLT TENSION BASE PLATE DESIGN PROCEDURE FROM AISC 9TH EDITION pp 3 -106 THRU 3 -108. m = (N - d)/2 = (5.0 - 3.0)/2 = 1.00" n = (B - bf)/2 = (8.0 - 3.0)/2 = 2.50" fp = 0.03 ksi A1= B *N= 8.0 *5.0= 40.Osgin A2= 1296 sq in (Pier size) DETERMINE tp: JP tp _ 0.25Fy *133 r = n i 0.25F P * L33 0.125" < GOVERNS FILENAME: Rack calcs 13034502 0.050" CHECKED BY ACTUAL tp = 0.500" > 0.125" OK Page 15. of 23 BOEING P. 0. Box 3707 Seattle, Washington 98124-2207 JOB NO. 13034502 DATE 10/01/03 REV'D 10/6/2003 1:14 PM 1 Bldg 7 -33 BASE PLATE DESIGN BOEING P. 0. Box 3707 Seattle, Washington 98124.2207 1 PROJECT Install Pallet Rack FIG. BY SULLIVAN CHECKED BY JOB NO. 13034502 DATE 10/01/03 REV'D DETERMINE CONCRETE AND ANCHOR BOLT STRESSES DUE TO DL, LL AND SEISMIC LOADING IN THE TRANSVERSE DIRECTION: Pc = P(DL +LL) + P(SEISMIC TRANS.) = 2.96 k BOLT AREA, As = 0.20 sq in A =B *N =8.00 *5.00= 40.Osgin Sy= B *N ^2/6= 33.3in^4 f = N/2 = (5.00/2) = 2.50" BASE PLATE LOAD TYPE: a) UNIFORM (SEE SKETCH ON PREVIOUS SHEET) Smax = 0.07 ksi Smin = 0.07 ksi NO ANCHOR BOLT TENSION DUE TO MOMENT Pt = 0.34 k ANCHOR BOLT TENSION DUE TO UPLIFT z re m1 J U U O w J = I— �O w w = I— w Z = I— O Z F- 2 D BASE PLATE DESIGN PROCEDURE FROM AISC 9TH EDITION pp 3 -106 THRU 3 -108. D o fp= 0.07ksi 0Ca DETERMINE tp: w w H U __ fN — �� � Z tp 0.25F * 1.33 0.079 U to O tp = n fP — 0.1 96" < GOVERNS J O.25F* 133 ACTUAL tp = 0.500" > 0.196" OK BENDING DUE TO UPLIFT: MAX Pt= 0.34k M= Pt *(n -x)= 0.511 "k S = (N * tp^2) /6 = 0.208 inA3 fb = M/S = 2.45 ksi Fb = 1.33* 0.75 *Fy = 36.00 ksi > 2.45 ksi OK FILENAME: Rack calm 13034502 Page16•of.23 10/6/2003 1:14 PM • Bldg 7 -33 BASE PLATE DESIGN BOEING P. O. Box 3707 Seattle, Washington 98124 -2207 PROJECT Install Pallet Rack JOB NO. 13034502 FIG. BY SULLIVAN DETERMINE tp: t fp _ p 0.25 F tp =n ' fp FILENAME: Rack calcs 13034502 0.058" CHECKED BY . DETERMINE CONCRETE AND BASE PL STRESSES DUE TO DL AND LL: BASE PLATE LOAD TYPE: UNIFORM Smin = 0.03 ksi Smax = 0.03 ksi fp = 0.03 ksi 0.25F — 0.144" < GOVERNS ACTUAL tp = 0.500" > 0.144" OK CHECK ANCHOR BOLTS: MAX Pt = 0.34 k - 0.88 = MAX V (PER BOLT)= 0.09 k ANCHOR BOLT TYPE: Hilti KWIK BOLT II SPECIAL INSPECTION ?: No DIAMETER: 0.500" EMBEDMENT: 3.500" TENSILE CAPACITY = 2.40 k SHEAR CAPACITY = 2.45 k INTERACTION: MAX Pt + MAXV X1.00 TENSILE CAPACITY SHEAR CAPACITY 0.34/2.40 + 0.09/2.45 = = 0.142+ 0.036= 0.178 < 1.33 OK Page 17 of 23 DATE 10/01/03 REV'D -0.54 k 10/6/2003 1:14 PM • Bldg 7 -33 SLAB CHECK BOEING P. 0. Box 3707 Seattle, Washington 98124 -2207 i PROJECT Install Pallet Rack FIG. BY SULLIVAN CHECK SOIL BEARING TRANSVERSE FORCES: P(DL) = 0.20 k P(LL) = 1.00 k P(S) = 1.76 k BASE PLATE AREA N= B= M ^ P(TOTAL) = 2.96 k SLAB THICKNESS = 4.00 in fc' = 3,000 psi fY = 60,000 psi ALLOWABLE SOIL BEARING PRESSURE = 1,500 psf ALLOWABLE SOIL BEARING PRESSURE FOR SEISMIC = 2,000 psf 5.00 in 8.00 in Abase = 5.00 * 8.00 = 40 sq in EQUIV CIRCULAR AREA = 1r2 FILENAME: Rack calcs 13034502 CHECKED BY Abase requiv = = 3.57 in 7G b = 7.14 in L= 7.57 in LOADED CIRCULAR AREA = 1.25 sf FOR DL + LL SOIL BEARING PRESSURE = 960 psf FOR DL + LL + SEISMIC SOIL BEARING PRESSURE = 2370 psf Page 18 of 23 JOB NO. 13034502 DATE 10/01/03 REV'D 1500 OK > 2000 NG 10/6/2003 1:14 PM Bldg 7 -33 SLAB CHECK BOEING Bar 370 Seattle, Washington P. P.O. O. Box 3707 Beattie, Washington 98124 -2207 1 PROJECT Install Pallet Rack FIG. BY SULLIVAN CHECKED BY AS SOIL BEARING PRESSURE DIRECTLY BELOW THE BASE PLATE IS NG, DETERMINE THE AREA REQUIRED TO BRING IT WITHIN ALLOWABLE. REQUIRED LOADED AREA = 1.48 sf SOIL BEARING PRESSURE (DL +LL) = 810 psf FACTORED SBP = 1.4D +1.7L = 1,337 psf SOIL BEARING PRESSURE (DL +LL +E) = 2,000 psf FACTORED SBP = 0.75(1.4D + 1.7L + 1.7(1.1 E)) = 2,671 psf REQUIRED LOADED AREA RADIUS = CHECK SLAB CAPACITY: Mu = (2.67 * 5.74 ^2) /(2 * 12) = FOR PLAIN CONCRETE: S = (bd ^2)/6 = ft = MIS = 114.6 psi CHECK BOTTOM REINFORCING FOR DOWNWARD LOADING F = (b * d ^2)/12,000 = 0.0040 dl = Ku = Mu/F = Ku = ecv(1- .59 co) CO = 0.0305 p REQ'D= w *(f'c/fy)= pMIN = 200 /fy = SET p = 4/3 *p = Asb REQ'D=pbd= BOTTOM As PROVIDED (IN 1 FT WIDTH) = CHECK PUNCHING SHEAR: 76.37 0.0015 0.0033 0.0020 0.049 in^2 0.06 in^2 bo = 2 * [(5.00 + 2.00) + (8.00 + 2.00)] = Vu = 1.4D +1.7L = 1.98 k Vu = 0.75(1.4D + 1.7L + 1.7(1.1E)) = FILENAME: Rack calcs 13034502 (13V0 = 0.85(4) f' Cb0d = 12.66 k Page 19 of 23 8.24 in JOB NO. 13034502 DATE 10/01/03 REV'D 3.7 in k/ft = 0.31 ft -k/ft 32 in3 Ft = 1.6(f'c)0.5 = 87.6 > 87.6 psi NG THEREFORE A REINFORCED SLAB IS REQUIRED 2 in 0.049 in^2 OK 34.00 in 3.96 k < - -- GOVERNS 3.96 k OK 10/6/2003 1:14 PM Bldg 7 -33 SLAB CHECK 'BOEI P. 0. Box 370 Beattie, Washington P. 0. Box 3707 Seattle, Washington 98124 -2207 1 PROJECT Install Pallet Rack JOB NO. 13034502 FIG. BY SULLIVAN CHECK RESISTANCE AGAINST UPWARD LOAD UPLIFT = 0.68 k REQUIRED AREA OF SLAB FOR RESISTING UPLIFT = 13.63 sf REQUIRED LENGTH WITH 37 IN WIDTH = 4.42 ft ■ DESIGN LOAD FACTOR = Mu = Vu = CHECK TOP REINFORCING F = (b * d ^2)/12,000 = 0.0040 d2 = 2 in Ku =Mu/F= 81.61 w = 0.0326 p REQ'D=w*(f'c/fy)= pMIN = 200 /fy = SET p = 4/3 `p Ast REQ'D=pbd= TOP As PROVIDED (IN 1 FT WIDTH) = 0.06 in^2 > 0.052 in'2 OK CHECK PUNCHING SHEAR: (1317c = 0.85(2) f' c bad = FILENAME: Rack calcs 13034502 0.33 k -ft / ft 0.30 k / ft CHECKED BY 0.0016 0.0033 0.0022 0.052 in^2 Page 20 of 23 DATE 10/01/03 REV'D 1.34 (FACTORED SBP / SBP) 2.23 k / ft > 0.30 k / ft OK 10/6/2003 1:14 PM COMPONENT MAXIMUM RATIO OF ACTUAL TO ALLOWABLE LIVE LOAD CAPACITY PER SHELF (LBS) BEAM 0.227 5094 BEAM WELD / END PLATE 0.834 1240 COLUMN 0.465 2380 BRACE 0.092 12892 BASE PLATE 0.393 2855 SLAB 0.841 1226 SOIL PRESSURE (SEISMIC) 1.000 1000 ANCHOR BOLT 0.134 8776 Bldg 7 -33 COMPONENT CAPACITIES BOEING P. 0. Box 3707 Seattle, Washington 98124 -2207 i PROJECT Install Pallet Rack FIG. BY SULLIVAN SHELF DEAD LOAD = DESIGN LIVE LOAD = TOTAL RACK LOAD= FILENAME: Rack calcs 13034502 CHECKED BY 200 LBS PER SHELF 1000 LBS PER SHELF 1200 LBS PER SHELF SELECT LOAD LIMIT TO BE POSTED ON THE PALLET RACK = 1000 LBS PER SHELF NOTE: SOIL PRESSURE IS NOT A LIMITING COMPONENT AS THE BEARING AREA IS AUTOMATICALLY INCREASED TO ACCOMMODATE THE DESIGN LIVE LOAD. Page 21-,of 23 JOB NO. 13034502 DATE 10/01/03 REV'D 10/6/2003 1:14 PM • Macros Find_Input Tab_Ahead Next_Input Tab_Back = ON.SHEET(, "Tab_Ahead ") =ON. KEY( "{ TAB } ", Next _In = FORMULA.FIND( "Inr = ON.KEY( "+ (TAB) ",Pr. = ON.SHEET(, "Tab_Back ") = RETURN() = RETURN() = RETURN() = RETURN() Page 22 • .• „ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. H 11U 33 m cD !II 33 C 5 D:7 5. - n z DEPARTMENTS: ����)) 1040 Buildirig"Divisio Public Works Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -319 PROJECT NAME: BOEING 7 -033 BLDG SITE ADDRESS: 12675 GATEWAY DR X Original Plan Submittal DATE: 10 -15 -03 Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued 5r 2 Aux, to - Z(•-t ' Fire Prevention D ❑ Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -16 -03 Complete [yl Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS RO ING: Please Route [ Structural Review Required ❑ No further Review Required Q Q REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DUE DATE: 11 -13 -03 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Planning Division Permit Coordinator 0 Not Applicable ❑ DATE: DATE: c; rtk:` i , «.a,rvr:,`..�•.(R.;i.+5:;.1.`t� `iki':e�x:t;wa rr.Fik +, File: D03 -0319 35mm Drawing #1 -5 B C si%qz. PUGET SOUND REGION TRANSLATED FROM CILCOIP MEM TECHNICAL MARY Ti SILL PNOTO/IPIV HEM DATA CLOSET BSS -4 -92043 -92074 H01067 D RELOCATE MARKER CROUP n Gti CY JW UAV UAW EP J00509 RBA Awrnam VIII LM LF TAB IF IA IA6 a 06.13.95 m E F C H 12675 GATEWAY DRIVE GATEWAY C CENTER (BUILDING #4) TUK WASHINGTON 98168 BUILDING 07 -03 PROJECT SITE NAME DATE INSTALL FENCE MA DOOR K01225 06.23.92 12.09.94 02.16.95 RELOCATE LOCK & KEY RELOCATE PHOTO PROCESSIIIC RELOCATE CRFAINE SERVICES 11036100 120774 -000 130345 -00 J INSTALL PALLET WILT( 13034502 LUS INSTALL PALLET RAC BUILDING 07 -033 n ROB JSW AIH /01 RriE AvrROHED ROA DATE 01.09.97 04.25.02 12/20/02 09.22.03 10/9/03 PROJECT LOCATION L 44EIV • CURRENT BUILDI ORIGINAL TENANT AMENDED BY L CODE NOTES LCD►! DESCRIPTION ACCEPTABILITY ° RAM n DESIGN N SPELrtTCA1EN 6 N*1 MD ESTWOM kiliCsitER JOE HUANG APPROVED 12/20/02 DEPT. DATE I I I 1 1 1 I I I I I I I I 1 1 I I I I I I I I I _ I i I 1.121 1 I 1 11 11 I 1 I I I I 1T.1 II I =I 1/16 KS SEE SHEET Al FOR LEGAL DESCRIPTION. 111 11 11111111111 � • 6 Sin �8 Since 96 b6 CI Z6 6L OR 6 8 L 9 9 Ii c Z t wo II IIILIIIII VIII► IIIIIIIIIIIIII IIIIII ORPORATE W I LA R No CHANGES SHAUL BE MADE TO _ H` SCOPE OF WORK WITHOUT P ).O f . G ,. ROYAL OF TUKWILA BUILDING OI ISM C: . MOTE: REVISIONS WILL REQUIRE A NEW PLAN 81,38MTIAL AND ft!'AV ittalaS, A.' irai'1 L PLAN AEYIEW TEES, NC CODE: 1997 UNIFORM BUILDING CODE LAND USE ZONE MI (LIGHT INDUSTRIAL) CONSTRUCTION TYPE 61 -N SPRINKLERED OCCUPANCY GROUP: B BUILDING AREA: 40,971 S.F. BUILDING HEIGHT: 25' -0' MAX UCHT1NG BUDGET: 1.7 WATTS /S.F. (ENERGY CODE. GENERAL OFFICE) PARKING REQUIRED: 2.5 PER 1000 C.S.F REQUIRES 64 STALLS NUMBER OF EMP1 PEES: 50 VISITORS: 20 PROJECT NOTES CODE SUMMARY ADDRESS: 12675 GATEWAY ORNE; GATEWAY CORPORATE CENTER (BUILDING /4); TUKWILA, WASHINGTON 98168 IMPROVEMENT: 1988 UNIFORM BUILDING CODE AND AS ADOPTED OR A1. ORDINACES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. 1. THE BUILDING IS FIRE SPRINKLERED THROUGHOUT. 2. ALL EXTERIOR WALL FURRING AND FRAMING IS NON - COMBUSTIBLE. 3. ALL DOORS INTO CORRIDORS AND INTO THE MECHANICAL ROOM ARE 20 MINUTE RATED AND SELF- CLOSING OR SMOKE DETECTOR ACTUATED AUTOMATIC CLOSING. 4. ALL REIJTES ON CORRIDORS ARE 1/4' WIRED GLASS IN STEEL FRAMES. 5. MINIMUM CORRIDOR ILLUMINATION IS ONE FOOTCANOLE AT FLOOR LEVEL. 6. ILLUMINATED EXIT SKIS SHALL BE PROVIDED AT AU. EXIT DOORWAYS FROM CORRIDORS. 7. NO CELLULOSE NITRATE FILM IS USED OR STORED IN THE BUILDING. 8. THE PROJECTION ROOM IS PROVIDED WITH 'SAFETY FILM..' SIGN AS REQUIRED BY THE 1985 UNIFORM BUILDING CODE. 9. ONLY SAFETY FILM IS USED IN THE PROJECTION ROOM. 10. ONLY ONE PROJECTION MACHINE, FULLY AUTOMATIC, IS USED IN THE PROJECTION ROOM. 11. ALL DOOR HARDWARE, TOILET ROOM ACCESSORIES, AND THE DRINKING FOUNTAIN COMPLY WITH THE LATEST ADOPTED EDITION OF THE UDC CHAPTER 11. 12. THE SUSPENDED COUNC SYSTEM, INCLUDING LIGHTING FIXTURES, COMPLY WITH UNIFORM BUILDING CODE STANDARD 25 -2. 13. PLUMBING FIXTURE COUNT BASED ON ACTUAL EMPLOYEE AND VISITOR COUNTS PER 5 -01 -87 A. SHAW TELEPHONE CONFERENCE WITH JOHN MCALERNEY AT KING COUNIY HEALTH DEPARTMENT. I understand that the 'Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. COVER SHEET BUILDING 07 -033 ARCHITECTURAL MASTER F E COPY By Date Permit No. �1ti PROJECT CHECKLIST v BRIEF PROJECT NARRATIVE INSTALL (7) SECTIONS OF PALLET RACK ID FT LONG, 3' -4' DEEP. 14' -0' HIGH THESE DRAWINGS CONFORM TO THE LATEST VERSION OF THE U.B.C., U.F.C., U.P.C., N.E.C. AS CURRENTLY ADOPTED & /OR AMENDED BY THE CITY OF TUKWILA . ENGINEERING CALCULATIONS (IF APPUCABLE) ROOMS LABELED PER OCCUPANCY PER U.B.C. CHAPTER 3. BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CML DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS 2. TENANT INPROVEMD S: 2 COMPLETE SETS 3. MECHANICAL: 2 COMPLETE SETS 4. ELECTRICAL 2 COMPLETE SETS 5. FIRE PROTECTION /SPRINKLERS: 2 COMPLETE SETS TUKWIL A, WA co Tr igvi A 067. 7 5 20 03 PERMIT C FN7 . R CURRDO imam 13034502 SHEET AO MD. AO 3 meot J DATE 10/9/03 AO 120714 -000 aw n w - --- - -- 07 033 -A0 m A e ■OEO SERVICE OR10E P02873 RE.AGTE LOCK & KEY 11036100 REG NPIgMm CCH PARTIAL PLAN VIEW SCALE: 1/8' =1' -0' DAII 05.21.01 04.25.02 C RELOCATE PHOTO PROCESSING 120774 -000 AIH/A H 12/20/02 0 (SAME Joe AS C) REV FLAGHOIE 36 12o77400 4V11S SULLNAN 02.04.03 E INSTALL PALLET RACK 13034502 WS 10/9/03 m rcusoN m DATE OMWN a.t.itt„ Min JOE HUANG OW(LD OFFIENW MIWRED ■ /A/G• ACCEPTABILITY na DLSCU Nc/0l APPIIOWD w o I. DATE 12/20/02 iT" LEGEND 1. SEE LEGEND SYMBOLS SHEET Al. GENERAL NOTES 1. SEE LEGEND SYMBOLS SHEET Al. ct rf OF APPROV 00 2 2 2003 LI) o P Fr ��� r PARTIAL FIRST FLOOR PLAN uONSTRUCTION Ci INSTALL PALLET RACK PER CURISD 1 RC1tSCN 13034502 SHEET 1A 12077 1 III 111 1 I I. III III III III I III ill III I I III Inch 1/1 1 2 31 I I 4I 5I 6 NagrCoT rr Since 1872'• 9I b6 EI. Z6 U. 06 6 8 L 9 9 fi E Z 6 w� II IIIIIIIIIIIIIIl! IIIIIIIIJIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIII III�IIIII ARCHITECTURAL MASTER INSTALL PALLET RACK BUILDING 07 -033 COL 10- 15 /A -E NOTES AILS ON DWG S501. TUl0 LA, WA imG M0. PLAN NORTH 404 7- 33 -1A11 arz 10/9/03 1 Al -© - O -A 00 R a r COLUMN PROTECTOR C8P 24 (1YP.) BEAMS 7818 BEAMS 7818 10 TYPICAL ELEVATION - FRONT SCALE: 1/2' = 1' -0' TYP WELD DETAIL COLUMN PROTECTOR 3 S501 S5 rip UPRIGHT FRAME LMT 30 1 COL PROTECTOR C8P 24_ ONLY END - ELEVATION SCALE: 1/2' = 1' -0' �. - 4 . S501 DETAIL SCALE 3 " -1' -0' YX to 22 CA. SHEET METAL OR AL1Uu NUM UGH PLATE. 6AOCCROUND YELLOW maccRouwo BLACK SIGN WORM° TOP OF SLAB 1/4' RA cs kIN 4 3 I /4'X Y 3 WlX SPACE AV SX:N MClR01 FOR CAUTION SIGN DETAIL SCALE: NTS (2) 1/211 INLTI KWIK BOLT N PER BASE PLATE ( 3 I/2' EMBED.) 1/21( 5'X 7 3/4' PLATE 4 —PIN BRACKET WELD TYPE 18' BEAM S501 1 0 0' � 4 SIGN NOTES: I. mum FOR 51016 YAY SC WET YITIL OR 14.1.0191119 (22 CA.). 2. TOP FOR= WY t PINNED 90010E Cm. K 311. OR St16CRmWD. 3. 00LCRS WW1 IE OPAQUE GLOSSY. 4. BE RACE OM S. IMMN WC SKIN 1EO9 rat EACH M. S501 BEAM END WELD DETAIL n SCALE: NTS S501 WALL PALLET WICK 13034302 NJS WIMP DAN 10/9/03 A m 191 NTING gLArOEiivc ACCEPTABILITY suwvAN nes DESIGN A10/0R tie= SPOOEtb190N AP! IgVtO tAravcER /AMMO 1Y OAt[ Y. SUUNAN > APPS APP GOT. 10 / 9 /03 1 0/9/03 sync MISCELLANEOUS DETAILS " ' u INSTALL PALLET RACK __ 'BUILDING 07 -033 STRUCTURAL MASTER COL. X - X/X - TUKWILA, WA CURROrt RMSCN 13034502 S5 AM ma 1 3034 Dec MO. .II II I I I 1 III III III ! III III III III III III I I I_II III II'I III III III I III III Inch 1/16 111 1 1 �I I I I 1 3 11 1( 11 1 I I I 1 4 � 5 11 I 6 11 1Y � A) .4/E c0T . T ir6 E6 Z6 LL OL 6 L 9 5 Z 6 ° IIIIIIIII111111111I111111111 111111111 111111111 111111111 11111111111111 IIIIIIIII111111IIII111111IIII111111IIII111111IIII111111IIII111111I1 II111111 I GENERAL NOTES: A. COOPS AND SPECIFICATIONS: 1. UNIFORM BUILDING CODE — 1997 EDITION 2. NSC MANUAL — 8th ED(fON 3. AWS STRUCTURAL WELDING CODE — AWS D1 -1 -4 8. GENERAL 1. CONTRACTOR SHALL VERIFY ALL RED CONOMON. ANY PROPOSED F1 D CHANCES SHALL HAVE PRIOR APPROVAL FROM THE EN(3fNEER. • 2. PROVIDE (2) 1/20 HM_T1 MK BOLT N (3 1/2' EMBED.) AT EACH BASE PLATE. ( PALLET RACK) 3. LEVEL AND PLUMB ALL RACKS AND METAL SHELVING. THE MAX. TOLERANCE FROM THE VERTICAL IS 1' IN 10 FT. OF HEIGHT. USE EMBECO 636 CONCRETE GROUT OR STEEL PLATE (A36) SHIM. 4. MATERIALS TO BE STORED ARE CLASS MI. 5. PROVIDE CAUTION LOAD SIGN TO PALLET RACKS. 6. USE EXPANDED METAL DECKING FOF1 SHELVING. 7. (NOT USED) 8. (NOT USED) 9. PRIOR TO INSTALLATION, NI. COMPONENT PARTS OF PALLET RACK SHALL. BE *ERECTED TO ENSURE THAT Al PARTS ARE FREE OF BLEMISHES, SCALE, STRAIGHTNESS, LOCKING MECHANISM, FINISHING QU1UW CRACKS AND OTHER DEFECTS OR IMPERFECTIONS WHICH MAY IMPAIR THE APPEARANCE, STRENGTH, OR FINISH OF THE END PRODUCT. 10. (NOT USED) 11. AVOID INTERMIXING RACK COMPONENTS FROM DIFFERENT MANUFACTURERS. SUCH PRACTICE COULD VIOLATE THE TERMS OF THE MANUFACTURER'S WARRANTY AND LJABIUTY, AND POSES A SAFETf HAZARD. C. MATERIALS: PALLET RACKS OWNER FURNISH CONTRACTOR INSTALL 1. UPRIGHT FRAME: LMT 30. 2. BEAM: 7818 (10' -0' SPAN) NOTE: ALL BEAMS MUST HAVE (4) PIN END CONNECTOR BRACKETS AND WELD CONDITION AS SHOWN. D. INSTALLATION CRITERIA: 1. PALLET RACK SYSTEMS INSTALLATION SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS AND PROCEDURES. c OP F A )1 an 10/9/03 S1 coup 502 _ _ — 07.033 -S501 RELOCATE LOCK MO KEY RELOCATE PNOT PROCESSING MALL PALLET RACKS • 89 -2/?? 89 -2/ 2 -1/5 TABLE TABLE 30300 303NO b B 00 no no no no no no Al2/2 HE NCI WDEO EDT 0 .,u 11038100 120774 -00 130345 -02 ORTUNO ORTUNO ORTUNO i T ' =1 /II"'IIM91► !�_ 3_I■ DER;, Fri�L ■ ■ ■! :1. ■11111■14111LINE .- �_ _ ._i1_ ■ ■ „ t_� -■1 ■�■ I I =• ■u�Y�Yr -=! 36 I •==_ I B9 JGO JGO B9-2 B9 -1 . © 89 -1/37 oat 4/22/02 12.03.02 10/01/03 Fg 10 r� /12 ® B9 ,9,' 1 IL B9- 2/23,25,27 !! ■1 ■11 11111111 1111111111111 11� 1..1 1 1 ■ ■1 ,1.11ii.aii111 �ill����k�■ ■.;tea •10 AIR DRYER 36 Al2 -1/5 , 8' AFF ■1 ■� II♦\ ■.�. ■ 11�U�■1.111 ■■ ■ \ �:.�..:..�i -� ■111 9 ■ 1I ■� ■1�� ■ X1111=•= :e:= •= =_• ;_;=a, ^� ■ ■__--_��� _ �_ ■ IJnium��mpl1iil��ii ■ire = •== • = . _ 1 ■� ■_ 11 11 ■1111 ■■ MI �Ll�,`�•rl� `mI�r'mre\r i■/ Imi�l� ' i� ■■trt■ � ■ � i '111 ■ 1111 -�_ �.r, i■■ Si :i �lir��■rr_,�■�■� � i lt31 ��1 ► 4 , ■10� 38 - _ _ = ■ =�i _•_1 17111-•- i ■I■■∎tr ?INi� ■� ■:=!= C= •= 1 ■= '= ■I[�11!!! ■ ■!!! ■ ■!I!// ■III' ■ ■� ■ ■ ■� ■� '_ •�• - . . ■1 ■ ■ ■1 ■ ■ ■ ■11:::� �� ∎=mgalia':_•Ellr. f 11 �i :im 1 ■ ■ ■ 1 ■1117 111 : : - = 1�11■1 . - - - �■■1�11■11;.!f1•■■ ■i ■ - , -1_ 11 _I !�1�!!11■ ii k '.r' X 511 _ IIIII ® W411/r1111■♦c =�■■■�•1uc►�J■ii ■il■11■I■■1�■un c 1 ■m� ■I B9 -2/36 A ,, PARTIAL FIRST FLOOR PLAN SCALE: 1 6 =1 -0 ocel,BOE /NG' ACCEPTABILITY SPECf1CADON 5 �APPR04ED APPROVED BY DEPT. DATE . — , DRAWN ORRINO triECRED ENGINEER ORTUNO CHECKED APPROVED APPROVED III I I 1 1 111 111 111 I I III 111 GI I III I I III 111 I Inch 1/16 II 111 I I III III III I 1 I 111 111 1 1 X 11 I I I I I 1 31 111 I 1 1. I 111 1 4 I I I 1 5 6I corrf 9t. b6 CR 14 Ol 6 8 L 9 9 b £ Z I. wo II 111111111I11111111111111IIIIIIIIIIIIIIII111111111I111111111 IIIIII I I IIIIII I IIIIIIII 111111111 I 1 11111111I1 I 1111111IIIIIIIIIll1 1 11111111 • 15 ° 4/ 22/ 0 2 SUBTITLE ELECTRICAL MASTER LIGHTING BUILDING 07 -033 LEGEND REFERENCE SHEET El GENERAL NOTES 1. CONDUIT: 1/2 MINIMUM - TYPE MD SIZE IN ACCORDANCE WITH PLAN DRAWINGS AND THE SPECIFICATIONS. 2. CONDUCTORS SHOWN: 112 AWG', STRANDED COPPER, INSULATION TYPE THHN/THWN, UNLESS OTHERWISE NOTED. 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER GROUND CONDUCTORS PER NEC 250 -57(b) MUTTON /1,b OR c (USING TAPE). COLOR CODE AS FOLLOWS: 208Y/120V 480Y/277Y A 0 LEFT BUS IN PNL) BLACK BROWN B 0 CENTER BUS IN PNL) RED ORANGE C NEUTRAL RI RIGHT BUS IN PNL) BLUE YELLOW WHITE GRAY EQUIPMENT GROUND GREEN ISOLATED GROUND GRN/YEL• G *GREEN WITH YELLOW TRACER 4. LABEL EACH RECEPTACLE, JUNCTION /OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION USING TYPED LABEL 5. INSTALL NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CONSTRUCTION NOTES MOVE WALL MOUNTED EMERGENCY LIGHT FIXTURES RACKS. © RAISE TOTAL OF (14) SHOP LIGHTS FROM 10' TO EAST SIDE. TRACE CIRCUIT AND LABEL HOME RUN BUILT DWG TO ENGINEER. arf OF TUKWItA APPROVED OCT 2 2 2003 AS tiLD (2 PLACES) TO MAKE SPACE FOR PALLET 14' AFF TO MATCH EXISTING LIGHT ON WITH CIRCUIT ID NUMBER. RETURN AS KEY PLAN CURRENT REVISCH 1E11 PLAN NORTH I,QGF mm 10/01/03 JO! NO. . -. - -. _ 130345 -02 COL. A- E/10 -15_ __SEATTLE, WA °N° "O 07 -033 I E 1 1 m 8 100 DUCT TO RUN UNDER RA DUCT 10/3 1/4 UP TO ROOF CAP ACCOUSTIC PLENUM SEE DWG M -500 CAD CONVERSION RELOCATE PHOTO PROCESSING 12077400 INSTALL PALLET RACKS 130345 -02 I j V . 0 700 !� ■►� `� CFM _ Jr "WA Auk 170 h P 11 .� 130i�t•I�Tt =r :T 7 tj�� a' CFM ��F �f� p�fSlLil!7� � 4 . 0 130 — �I5�1�I R 1 ; � itq / ''�DA�. �1 ° CFM nib _. 11IIl+111121 I � 04 Iee+ei w►I�. m 1M11 M500 ' IU�� II I I' �r�_, �'IIIuuLIIIIi►('M 1 244 PT COMA 141w DID • 14/ M11 APPROVED . DATE EJC EJC L� _ � N ��I X 1960 �h °CFM 24 X 24 FROM ACU -1 01.20.98 12.20.02 .10.09.03 SEE 1/4' SCALE MECHANICAL ROOM SHEET M450 m 180 730 REVISER FIRST FLOOR PLAN — EAST SCALE: 1/8' = 200 CFM IPPRN D DATE L 4&4E7Af. • ACCEPTAEIILITY > NOR SPECIFICATION IS APB APPROVED BY DEPT. DATE DRAWN • J. ANDRE Gov beam H9IA K. RAMSEY oAm wrmnE 6.25.87 6 OPENING IN OVE CEILING 6.25.87 nnz APPROVED O. MCMULLEN 6.25.87 6.25.87 MECHANICAL MASTER CONSTRUCTION NOTES PROJECT 130345 -02: D. RAISE EXISTING DIFFUSER IN SAME LOCATION TO .13' -6' ABOVE FLOOR OR MAXIMUM CONSISTENT WITH EXISTING SUPPLY DUCT ELBOW. © RELOCATE EXISTING DIFFUSER AS INDICATED AND RAISE TO .13' -6' HEIGHT SAME AS IN NOTE 1. © RELOCATE EXISTING THERMOSTAT AS INDICATED AND RECONNECT TO AIR TERMINAL UNIT. VERIFY PROPER CONTROL OPERATION. INSTALL THERMOSTAT AT -5 FEET ABOVE FLOOR. DUCTWORK PLAN 1. 2. INSTALL PALLET RACKS BUILDING 7 -33 COL. A- E/10 -15 LEGEND GENERAL NOTES SEE SHT. M505 FOR MECHANICAL SCHEDULE. SEE SHIT. 1M11R FOR REMOVALS. 3. BALANCE ALL DIFFUSERS, DUCTED GRILLES AND (3) THREE EXHUAT DROPS AND ASSOCIATED VAV TERMINAL BOXES AS INDICATED WITHIN CLOUD BOUNDARIES. BALANCE ROOF MOUNTED EXHAUST FAN. 4. ALL NEW WORK IS SHOWN BOLD WITHIN CLOUD BOUNDARIES. CITY OF i U .A *PROM OCT 2 2 2603 AS WILD Oct 'w#. ?Op) 5 Q ? KEY PLAN amliimmRomm 130345 -02 SHEET 1v 11 E NO. 130345 -02 GATEWAY °m° NO. 07 -033 - M PLAN NORTH i3GF B DATE 1 0.09.03 N1 COMP NO. 11 +II IjI ICI III +ii III iII i iII .Ilj ill II+ III �j:..+•li +I+ ;il+ +I+ +j+ +ji III iii I I ICI Inch i16 1 1 I 1I I I I . 2I I I I 3I 4I 5I I I 6I . Sinu 1872 5I• 6 b E 6!6 01. 6 9 L 9 9 ti Z . We II IIIIIIIIIIIIIIIIII6 ZIIIIIIIIII6 IIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II I IIIII +IIIIIIII+ + + +IC + +I +III + +II + + +I+ II +I +I +iI +I +I