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HomeMy WebLinkAboutPermit D02-337 - RAINIER COLOR - STORAGE RACKSD02-337 Rainier Color 3311 S 120 P1 N. -N1 ■ I i 6' 4 4 c :..e.Ak r ; —1 IX . 4 +' Cit of 1ukwila r Department of Community Development 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z a I - Parcel No.: 1023049069 Permit Number: D02 -337 . 'F" w re Address: 3311 S 120 PL TUKW Issue Date: 11/21/2002 M ; Suite No: Permit Expires On: 05/20/2003 U 0 N 0 Tenant: w W Name: RAINIER COLOR H : co u Address: 3311 S 120 PL, SUITE 120 - WO ` Owner: 2 } Name: SABEY CORPORATION Phone: u. Q Address: 12201 TUKWILA INTL BLVD 4THFL, SEATTLE WA = d . 1— W Contact Person: Z H ' b Name: CLAY SAGEN Phone: 253 - 261 -4186 I— p Address: 3500 WEST VALLEY HY N, AUBURN WA . w w Contractor: 0 0 w Ci Name: RAYMOND HANDLING CONCEPTS Phone: 253 - 872 -8811 '0 - Address: 6651 S 216 ST BLDG #D, KENT, WA Contractor License No: RAYMOHCO34KB Expiration Date: 10/01/2003 H 0 f u. P. DESCRIPTION OF WORK: Z INSTALL PALLET RACKING U co i= I 0' Value of Construction: $0.00 Fees Collected: $1,089.79 Type of Fire Protection: Uniform Building Code Edition: 1997 - Type of Construction: Occupancy per UBC: 0025 k Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Fire Loop Hydrant: Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: �,R. Moving Oversize Load: Start Time End Time ; <,,',:;<.'w. Sanitary Side Sewer: .`,7 Sewer Main Extension: Private: Public: Storm Drainage: - Street Use: Water Main Extension: Private: Public : `":•" Water Meter: rLt: ' t Channelization / Striping: - ** Continued Next Page ** '' ". i 1 ( 1: ^ir ■ • : 't.l . r' 44 doc: Devperm D02 -337 Printed: L7L'"i'il' I :",.......,_:. ■ �, _ - -- - • . ■ j e IA. ON ..i. 'I 1 C.:4 L..yY' r ..Tr 1. ES" 1 �.w�.- Tv' 1 . ' ' r-,, §1$- doc: Devperm D02 -337 Printed: 11 -21 -2002 ,.. jr , ' ..' .. .; .. '. .,.: , •: .` , r ^"' f ......r..,� C i t y of 1 ukwll . • #104 ( : D Cit y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Bureau for further information. Z , 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. , Z: 22: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed W description of intended use. 65 23: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of v U O such condition or violation. co 0 24: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at W = (206)575 -4407. 'J I N u~_ hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances Q governing this work will be complied with, whether specified herein or not. = d .. 1.-. 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. Z O' uj Signature: x ,a Date: `/' 0 — 6 Z v ita O- 0 H Print Name: 4/ify -54*6ki LLI u j O W CO 0 Z 1 a ' E4 1 doc: Conditions D02 -337 Printed: 11 -21 -2002 , - . 4-, -, ., k« lrr , i CITY OF TUB WILA � ^1 � y �� �,/ ' g , y Permit Center P roject �.atttber: N ,l'a' i 6300 Southcenter Blvd., Suite 100 �` i6 -'� Tukwila, WA 98188 Permit Number: b • (206) 431 -3670 O 3 3 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. . Applications will not be accepted through the mail or facsimile. Project Name /Tenant: Value of Construction: RAINIER COLOR $51,085.00 Site Address (include suite number) City State /Zip: Tax Parcel Number: 1 � 3311 S. 120 Plate Suite 120 Tukwila, Wa 98168 1023049069 Property Owner: Phone: Sabey Corp. 206 281 8700 Street Address: City State /Zip: Fax #: 12201 Tukwila Internat nnal R1 vr1 Tnrkc.ii 1 a AR1 68 Contractor: Phone: :. u••• ...• '.• .. -• .. 11 Street A. dress: City State /Zip: Fax #: 3500 West Valley Hwy North Aurhurn 9Snn1 7c1 111 Cnc1 Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Z I I Contact Person: Phone: F- W Clay Sagen 753 261 4 Ce 2 Street Address: City State /Zip: Fax #: J U 3500 West Va11 Py Hwy North Aiirhiirn ARnn1 253 333 5051 0 0 Description of work to be done (please be specific): Erect Selective Pallet Racking in a Narrow W W aisle, High pile application, for the purpose of storing paper products -' I_ on 48x40 pallets. See adendum. w O Existing use: ❑ Retail ❑ Restaurant El Multi- family 0 Warehouse Hospital 5 ❑ Church El Manufacturing El Motel /Hotel ❑ Office u_ El School /College /University ❑ Other = cn .. l— W Proposed use: Retail ❑Restaurant ❑ Multi family El Warehouse ❑Hospital Z H ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office Z 0 ❑ School /College/University ❑ Other w • j Building Square Feet: 106,000 existing 7 00 tt of Stories: 1 Area of construction (sq ft): 23,500 U 0 O 512 Will there be a change of use? ❑ yes 0 no If yes, extent of change: (Attach additional sheet if necessary) O 1'3 WW Will there be rack storage? L. yes ❑ no I- 1 n n —0 Existing fire protection features: 0 sprinklers El automatic fire alarm ❑ none ❑ other (specify) u; Z o U Will there be storage of flammable /combustible hazardous material in the building? ❑ yes _ ® no H Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Z APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: �.. r I Q; ❑ Miscellaneous _ 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. VIM 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. ! '_t Date application accepted: Date application expires: Applcation taken by: (initials) I „.1.6,4--- r .r �� — � -v 5 o� _ _r PLEASE SIGN BACK OF APPLICATION FORM ...•.. lia .41 11/30/00 cvperniir.doc• i � F_ _i • ,.,... ,.: .. APPLICATI • , . MUST BE SUBMITTED WITH T , . . It LLOWING: - , • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL f •* INEER OR Ma ENGINEER '. 40 d. C. i a J 1 ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(S) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, < 1- identify by size and species which are to be removed and saved F , Z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use Q 2 only) ul 11. Location and gross floor area of existing structure with dimensions and setback U O 12. Lowest finished floor elevation (if in flood control zone) to 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). J M F- Floor plan: show location of tenant space with proposed use of each room labeled co u- w ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of Q ce 71 any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site w Cl F.. W ❑ ro Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack ? (_- layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z O rack. Structural calculations are required for rack storage eight feet and over. tu ui ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished U o ❑ ❑ Construction details 0 ~ W w ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water I'" 0 u supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed ., z sprinkler system design criteria as identified by the Fire Department. U w ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. I _ - O ►- Z ❑ ❑ SEPA. Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ 0 Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will ' . , i ►� be required as part of this submittal - pr r I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF 'o ail PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. _ BUILDING OWNER OR AUTHORIZED AGENT: ' L , J Signature: 1/ ,V 5/1/0/L- � Date: / /.. / , . _ C-� 1 l �/ C r Print name: Clay Sagen 2 41 86 Fax # : 2 53 333-901 � Address 3500 West Valley Hwy North Auburn,Wa Cit /State /Zi• 8001 'ra..... ' PAM /a 11/30/00 r Ina clpermil. doe !aft a l ., , :� i . v t .6 � Cit of Z kl 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 1 (206) 431 -3670 z RECEIPT } CC 2 J U Parcel No.: 1023049069 Permit Number: D02 -337 U o Address: 3311 S 120 PL TUKW Status: APPROVED w 0 Suite No: Applied Date: 11/06/2002 J I . Applicant: RAINIER COLOR Issue Date: u La 2 Receipt No.: R020001607 Payment Amount: 662.25 § Q u. Initials: SKS Payment Date: 11/21/2002 12:38 PM D 1 User ID: 1165 • Balance: $0.00 F- ZW = H 1- O Z I— Payee: RAYMOND HANDLING w ?. 7 p' D y s TRANSACTION LIST: 0 !-- Type Method Description W W . Amount I-- FUr-. 11 i Payment Check. 030063 662.25 .. Z co U — ~O I•- ACCOUNT ITEM LIST: Z Description Account Code . Current Pmts I BUILDING - NONRES 000/322.100 657.75 STATE BUILDING SURCHARGE 000/386.904 4.50 ' Total: 662.25 .J iYfkl�.:, ti} , ix* , wmawl [7:4 i 2723.11/21 9716 TOTAL 662.25 . at doc: Receipt Printed: 11 -21 -2002 ................._........... ,l— Z MI . re ec 6 5 Parcel No.: 1023049069 Permit Number: D02-337 -J 0 Address: 3311 S 120 PL TUKW Status: PENDING 0 0 Cl) 0 Suite No: Applied Date: 11/06/2002 u w 11.1 I Applicant: RAINIER COLOR Issue Date: CO u_ 0 Ill ' Receipt No.: R020001548 Payment Amount: 427.54 2 2 - g 5 Initials: KAS Payment Date: 11/06/2002 01:23 PM D 52 ci User ID: 1684 Balance: $662.25 I I- LU ' Z F_ 1-0 Payee: RAYMOND HANDLING . Z I- Ill ui , 2 D D 0 O co TRANSACTION LIST: 0 - • Type Method Method Description Ili ui , Amount I 0 • I- 0 Payment Check 029936 427.54 -.* Z Iii C.) a -I O 1- ACCOUNT ITEM LIST: Z Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 427.54 \.. Total: 427.54 1 17 NO sr r1 7,, ,, , " :' , 7 ,,, ''''' , 7 ,,, ' ,..it ' o : , i1.. ' , .. ,,, : , :' : wi),Arvi MPLO: . 2366 11/08 Y716 TOTAL 427.54 doc: Receipt Printed: 11-06-2002 ,,rr,, ._ 4 / Y .�i s. i AI r Inspector , ' �/) Date. 2-'�``�� 4 0 $47,1 NSPECTION FEE (i �QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv•. Suite 100. Call to schedule reins ection. "R . 4y: Receipt No.: Date: . 4' f ` 44 1• ,. . , • - , • •\ z u- 2 - Z • • Z Q W J I �1 0 0 �.� � f t co o to W `�? I INSPECTION RECd b Retain a copy with permit U) LL INSPECTION NO. PERMIT , �j'/!1 W o " CITY OF TUKWILA BUILDING DIVISION ' ( � 11r - -- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 I Projec , - Type of Ins.estion: N (� f W Address: Date Called: • Z_ = .. E-O Special Instructions: Date a W W e/ie ,/°/1 Request e. N :t Ph ne No: 0 H- � s J .2 / V /i � w 11 0 El Approved per applicable codes. Corrections required prior to approval. ' COMMENTS: • UN / Ptk7U-- z 1 2, ■ (.../.4, FA /or) 1--7(}5 . e _ ,4 6 47-4-7 S C t 9 / x r / r (44.47,j 6/"." )- , 5 t ,', A 0 S '' • • n, 1 • 4 V x yRA. Inspector: /7 Date: / ^ 1 $47.00 REINSPEGTION FEE REQUIRED. Prior to inspection, fee must be } paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ` Receipt No.: Date: _ ' 114 4 " 4c r - .; » ^ f * . .-.`vs. 41 St 1 ' 45._ City of Tukwila Steven M Mullet, Mayor t? , VIE Fire Department Thomas P Keefe, Fire Chief I. ................. ..• _-: 1908 ---- • I— TUKWILA FIRE DEPARTMENT I( 6 -1 0 FINAL APPROVAL FORM • 0 co 0 co L1.1 -J '- Permit No 002 -33 — 2 uj 0 u- < - uj Project Name ' KC/ ; i ( e - I - 0 2.4) Z Address 3 3 s /2( PI. Suite # -74e, 11.1 E n w O — 0 I- LL1 u j Retain current inspection schedule 0 - - 0 Needs shift inspection c•• • (f) O 1- z Approved without correction notice Approved with correction notice issued Sprinklers: e tier r / Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: 1 -4 6 i 0:$0Q4 L4. 1 C/O / 7 /3 Authorized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 4.. Cr $f!OIMA Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 irm= '\ ■ • •larlin LLC (425)430 -5372 12/13/02 02:35P P.005 - --' . structural Concepts ngineering 1725 S. Douglass Rd, Suite D Anaheim, GA 92800 1: 714.450.0050 Fax: 714.450.0000 e -mail: sceng @engineer.com QIf 11"411A tOV 15 92 kS WD Project Name : RAINIER COLOR Client : RAYMOND HANDLING Project Number : B -0383 Dote : 11/01/02 Street Address : 3311 S. 120TH, STE.120 City /State : TUKWILA, WA 98168 Scope of Work : SELECTIVE RACK ri,EC:EIVED CITY OF TUKWILA NOV - 6 2002 PERMIT CENTER 1EXPIRES 1O/25/03 _ 'tructurol i Concepts • ngineering 1725 S. Douglass Rd, Ste D Anaheim, CA 92806 Tel: 714,456.0056 Fax; 714,456,Q066 By. BOB S. Protect RAINIER COLOR Project #: B-0383 I TABLE OF CONTENTS .. i Z I 1-- Ill . Titre Page 1 fI ac 6 _ JU Table of Contents 2 N 0 ; Design Data and Definition of Components 3 W CO u • Critical Configuration 4 W 0 Seismic Loads 5 to 6 g Q co . Column 7 = CI Z W = # Beam and Connector 8 to 9 F"' Bracing 10 . W W ! 2 D ci 1 Anchors 11 U N c H • .. Base Plate 12 W W I— U Slab on Grade 13 I. ~O Z U W , i F- H O Z ■ 1 i i l i . % 1 ., j . , . % f:,. t.! y :° i 1;0111 x. r „.„,„.„ p: t3n I i,12 3, H , 4 s fi, g tti," Y RackPro ram - SCE I 0- 28- 02 -UBC I Page Z. of 13 I I / I /2002 N iV ,i . ., .. • , ' r - ', c ••` . 1 Structural } Concepts • E ngineering 1725 S. Douglass Rd, ate D Anaheim. CA 92806 Tel: 714456.0056 Fax: 714.456.0066 , By. BOB S. Protect RAINIER COLOR Project #: B-0383 Design Data i Z 1) The analyses conforms to the requirements of the 1997 UBC, utilizing division X of chapter 22 and section 1630.2 • H Z • W re 2) Transverse braced frame steel conforms to ASTM A570, Gr.55, with minimum strength, Fy =55 ksi Q 0 Longitudinal frame beam and connector steel conforms to ASTM A570, Gr,55, with minimum yield, Fy =55 ksi J V All other steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi 0 0 CO CO W 3) Anchor bolts shall be provided by installer per ICBO reference on plans and calculations herein. Installer must W FZ- provide any special inspection as called out on plans or calculations, or as required by the ICBO report indicated herein. CO U WO 4) All welds shall conform to AWS procedures, utilizing E70:oc electrodes or similar. All such welds shall be performed 2 in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. g Q w D 5) The slab on grade is 7" thick with minimum 4000 psi compressive strength. Soil bearing capacity is 1000 psf. = CC 1 ._W { ZH Definition of Components W O A -.r-- I Column W Beam _ 0 to a O — :::' - � race lli Z Frame Z Height . ::: Beam 41 a»auc Spacing Base Plate and ••••••••• Anchors _� � - , r � Panel 1 ♦_ Bum --I. Height Length `9 T 1 if" , F,,_ Frame .,„1 Depth Front View: Down Aisle Section A: Cross Aisle (Longitudinal) Frame (Transverse ) Frame The components herein are designed within the guidelines of the 1997 UBC and with due regard to established Y ' { ` � t . wh ;y ; ;A industry standards set forth by the Rack Manufacturer's Institute. The final design of the system is valid only ;x,, > � • with proper approval from the jurisdictional building official. i-e , 4.:4 u ' 1 . lqielt VA TYPE I - RAINIER Page 3 of \ 3 I I/1/2002 4 ; - ....- ...,.:,:: , .... , , . . , , .. -/ --_ - - - - . .. - -. 2 4,400 lb 64.0 in . 43.0 in 654 lb 261 lb 4,475 lb 10,453 "# 12,819 "# 3 pin OK 3 4,400 lb 64.0 in 43.0 in 981 lb 392 lb 2,238 lb 6,272 "# 7,593 "# 3 pin OK 43.0 in • : ''4 >. '` I Total: 1,961 lb 7841b - 'r6* Notes I ; J !: I � �'ryw��tit�M 1h f •S Nom," ,�, _ '. : _.�:3 �tk,ji 'te AIvfR Page Ai of 1 3 ■ .J -vi c Nit, ,.. Wi - - .- - , t-4r" -, 1 1 -- 5 . Structural Concepts . • E ngineering 1725 S. Doualass Rd. are D Anaheim. GA 92806 Tel: 714.456.0056 Fox: 714.456.0066 I By BOB S. Project: RAINIER COLOR Project #: 8 1 Seismic Forces Configuration: TYPE 1 SINGLE & DOUBLE ROW 1 Lateral analysis is performed with regard to sections 2228.5.2 and 1630.2 of the 1997 UBC. Z t Q Base shear is highest of: 1) Cv *I *W /(R *T*1.4) (EQ 30 -4) <= 2.5 *Ca *I *W /(R *1.4) (Eq 30 -5) I= 1.0 ' = I- • 2) 0.11 *Ca *I *W /1.4 (Eq 30 -6) Seismic Zone 3, Z= 0.3 W 3) 0.8 *Z *Nv *I *W /(R *1.4) (Eq 30 -7) 4) 1.5 % *(DL +LL) (Sec 2228.3.2) Q Transverse (Cross Aisle) Seismic Load .- 0 T Ct *(H) °.75 = 0.16 sec Ct- transv= 0.020 Ca= 0.36 CO p 1 VEQ 304= 0.548 <= VEQ 30.5 0.1461 v2220.3.2.= 0.015 to W VEQ = 0,028 VEQ 30.7 0.021 n- transv= 1 Cv= 0.54 -J H 1 Base Shear Coeff= 0.1461 Vtransv= Base Shear Coeff * (EDL + ELL /n- transv) U) Iij = 0.1461 * (225 lb + 13200 lb /1) (Transverse) R= 4.4 W 0 ? = 1,9611b Level LL LL/(n- transv) DL hi wi *hi Fi Fl*hl J 1 4,400 lb 4,400 lb 75 lb 64 in 286,400 326.8 lb 20,915 -# I t 3 3 2 4,400 lb 4,400 lb 75 lb 128 In 572,800 653.7 lb 83,674# Z W 3 4,400 lb 4,400 lb 75 lb 192 In 859,200 980.5 lb 188,256 -# 1.- _ Z F- • ZI- • W 0 O - O 1- =W I- V �Z lil z 0_- 0 '- 13,200 lb 225 lb W =13425 lb 1,718,400 1,961 lb 1= 292,845 Z Z Longitudinal (Downaisle) Seismic Load T= Ct *(H) °.75 = 0.28 sec Ct -long= 0.035 VEQ 30+ 0.246 <= VEQ 30.5 0.1148 . V2220.3.2. 0.015 VEQ 30.7 0.017 I VEQ = 0.028 Vlong= Base Shear Coeff * (EDL + ELL /n -long) i I Base Shear Coeff= 0.1148 . = 0.1148 * (225 lb + 13200 lb /2) (Longitudinal ) R= 5.6 i = 784 lb n -long= 2 i Level LL LL/(n -long) DL hi wi *hi FI I 1 4,400 lb 2,200 lb 75 lb 64 in 145,600 130.7 lb I f 2 4,400 lb 2,200 lb 75 lb 128 in 291,200 261.3 lb I 3 4,400 lb 2,200 lb 75 lb 192 In 436,800 392.0 lb l 1 ■ 1 I H` ra , &.': E k { ,i l' h c t . 1 6,600 lb 225 lb W =6825 lb 873,600 784 lb < ''" r 0. pp t,4 RackPrograrn- 5CE 10- 28- 02 -UBC I Page ' of \ a 1 1/1/2002 't ,- *;-#:,. t .it +1y g ■ , - .-- - �.c r • r M Structural C oncepts . E ngineering 1725 S. Douglass Rd. Ste D Anaheim. CA 92506 Tel: 714.456.0056 Fax: 714.456.0066 BY BOB S. Project RAINIER COLOR Project #: B - 0383 Downaisle Seismic Loads Configuration: TYPE 1 SINGLE & DOUBLE ROW Determine the story moments by applying portal analysis. The base plate is assumed to provide partial fixity. Z • =H Seismic Story Forces ' W Typical frame made Q Vlong= 784 lb Tributary area of two columns J U o frackframe () Q Vcol= Viong /2� 3921b co F1= 1311b -. 146' 1..::.:41 144.;.1 r �::: 4 � IM Typical Frame made Cl) W F2= 2611b r of two column J H F3= 3 92 lb -. El E ; 0 _ __ U) I�:::;. . ql W 0 { I Top View J Front View Si,lclGcw = a Seismic Story Moments Conceptual System 1— _ Z 1— Mbase -max= 4,000 in -lb < = == Default capacity hl -eff= hi - beam clip height/2 Z O Mbase-v= (Vcol *hleff) /2 = 61 in = 11,956 In-lb < = == Moment going to base Vcol ! 0 Mbase -eff= Minimum of Mbase -max and Mbase -v � r O C.) U) = 4,000 in -lb h2 0 i- M 1 -1= [Vc l •K hieff] -Mbase -eff M 2 -2= [Vcol- (F1)/2] * h2 Ill W = (392 lb * 61 in) -4000 in -lb = [392 lb - 130.7 Ib] *64 in /2 H C) = 19,912 in -lb = 10,453 in -lb iF u. 1- { h1 Z Mseis= (Mupper +Mlower) /2 L W U= Mseis(1 -1)= (19912 in -lb + 10453 in-lb)/2 Mseis(2 -2)= (10453 in -lb + 6272 in-lb)/2 Beam to Column Elevation 0 /— = 15,182 in -lb = 8,362 in -lb I Summary of Forces I LEVEL hi Axial Load Column Moment Mseismic Mend -fixity Mconn Beam Connector , 1 64 in 6,713 lb 19,912 in -lb 15,182 in -lb 4,457 in -lb 19,639 in -lb 3 pin OK I 2 64 In 4,475 lb 10,453 in -lb 8,362 in -lb 4,457 in -lb 12,819 in -lb 3 pin OK 3 64 In 2,238 lb 6,272 in -lb 3,136 in -lb 4,457 In -lb 7,593 in -lb 3 pin OK r Mconn- allow(3 Pin)= 20,306 in -lb , RackProgram SCE 10 28 02 - UBCI Pa ( of t 3 I (/1/2002 y , . % v' .` .v, - r i - - l- cr -, 1 ,1 \ 1 S tructural --...\ 5 1 Concepts �' E ngineering E i` 1725 S. Daualass Rd, Ste D Anaheim. CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 I BY BOB S. Project RAINIER COLOR Project ti: 8 . column Confi TYPE 1 SINGLE & DOUBLE ROW j Z Conforms to the requirements of Chapter C5 of the 1996 AISI Cold Formed Steel Design Manual for combined bending and axial loads. Section Properties H W . 3 3.000 In d 6D Section: ANDRSN I303/3x3x13ga J ) ? Aeff = 0.757 In ^2 Iy = 0.871 in ^4 Kx = 1.2 _ _ x _ _, U O g Ix = 1.320 in ^4 Sy = 0.574 in ^3 Lx = 64.0 in N W Sx = 0,879 In ^3 I 3.000 I W = ry 1.080 in K y = 1.0 y- - j - - y� - J H rx = 1.320 in F'y= 55 ksi Ly = 43.0 in _ jo.oso in L CO IL SW= 1.67 Cmx= 0.85 Cb= 1.0 - x -'. ID } E= 29,500 lksl o.o75 n Loads IL. � = C5 Axial =P= 6,713 lb Moment =Mx= 19,912 in -lb (Column stresses © Level 1) ~ _ Z1-- Axial Analysis Z I- KxLx/rx = 1.2 *64 "/1.3196" KyLy /ry = 1 *43 "/1.08" Fe > Fy /2 > o U = 58.2 = 39.8 Fn= Fy(1- FY /4Fe) N = 55 ksi *[1 -55 ksi /(4 *86 ksi)] C I I- Fe= n ^2E /(KL/r)max ^2 Fy /2= 27.5 ksi = 46,2 ksi IL W = 86.0ksi H U H Pn= Aeff*Fn Qc= 1.92 Pa= Pn /SZc Z = 34,975 lb = 34975 Ib/1.92 0 W = 18,216 lb 0 I- P /Pa= 0.37 > 0.15 Z Bending Analysis Check: P /Pa + (Cmx*Mx)/(Maxxpx) 5 1.33 1 I P /Pao + Mx/Max _< 1.33 • 1 Pno= Ae *Fy Pao= Pno /S2c Myield =My= Sx *Fy l = 0.757 in ^2 *55000 psi = 416351b/1.92 = 0.879 in ^3 * 55000 psi f = 41,635 lb = 21,685 lb = 48,345 in -lb I I Max= My /S2f Pcr= n^2EI /(KL)max ^2 = 48345 In- lb/1.67 = n ^2 *29500 ksi /(1.2 *64 in) ^2 i = 28,949 In-lb = 65,159 lb 1 px= {1 /[1 -(S c *P /Pcr)] } ^ -1 -� t'" C . di = {1/[1- (1.92 *6713 lb /65159 1b)11^-1 4;:;p = 0.80 kV! '49, rttil Combined Stresses t ' f r 4i> Avi ` . (6713 Ib/18216 Ib) + (0.85 19912 In-lb)/(28949 in -Ib 0.8) = 1.10 < 1.33, OK (EQ C5 -1) ? 4 (6713 lb/21685 Ib) + (19912 in- lb/28949 In -Ib) = 1.00 < 1.33, OK (EQ C5 -2) i i'K F,� r".i'yryy'4 t'i!�' � { .-- - �.s.r �. :` 1 \e . '---\, , Structural t Concepts • E ngineering I `�� `. 1725 S. Doualass Rd. Ste D Anaheim. CA 92806 Tel: 7'14.456,0056 Fox: 714,456.0066 By. BOB 5. Protect: RAINIER COLOR Project ft B-0383 1 Beam Configuration: TYPE 1 SINGLE & DOUBLE ROW • The beam to column connection is assumed to provide partial end fixity for the beam frame. The end moment calculated herein is added Z to the lateral force force portal moment when analyzing the connection capacity. Designed per section 2228 of the 1997 UBC. • Z Z The impact load on the beam is addressed by Including the Impact Factor "a" in the determination of the beam center bending stress. • Section Properties Q q6 m i ^ 2,750 In �� U 0 Be Member= Andrsn 4140/4.125 deep x 0.075" thk '-1.750 In 0 W B eam at Level= 1 Beam Weight= 4.0 lb /ft i — i 1 U1 H ! Beam Type = Formed Thlckness= 0,075 in 1.625 In • Ix= 2.196 in ^4 Beam Shape= Step L 0 I . __ W 0 • ?7 ~ • Length =L = 96.0 in 1 0.075 In g - I J et . Lu= 96.0 in i I 0 — Impact Factor (a)= [1- (25 %/2)]= 0.875 L______J H w Loads — Z H % End Rxity= 25 % . • Z 0 0 0 = 0.25 Coeff B= 0,104/0.125 W = 0,832 D CI • Mcenter= B *(wL ^2/8) Mcenter= Mcenter(simple ends) - 0 *Mcenter(fixed ends) UO N • = 0.832 *(wL ^2 /8) = wL ^2/8 - (0.25 * wL ^2/12) p I— Mends= 0 *Mmax(fixed ends) = wL ^2/8 - wL ^2/48 W W . = (wL ^2/12) *0.25 = 0.104 * wL ^2 = l... 0 j = 0.0208 *wL^2 LL r — Fy= 55,000 psi 6i CO • ' Fb= 0.6 *Fy U N = 33,000 psi O H . Fb-eff= 33,000 psi Z Live Load /Pair= 4,400 lb Dead Load /Pair= (4 lb /ft) * 2 * 96 in /12 Dist Load =w= 23.3 lb /in =64Ib k. Mcenter= 0.104 * wLA2 , Mends= 0.0208 *wL ^2 I = 22,284 In -lb = 4,457 In -lb 1 Bending 1 M= 22,284 in -lb I fb= (M /Sx) /a fb /Fb= 24944 psi /33000 psi • = 24,944 psi = 0.76 <= 1.0, OK • 1 i Bending Capcity= 5,810 lb /pair <__= Critical . - . ., I Deflection � ,, ? i ( V . rl Defl- allow =L/ 180 Defi= B* [5wL ^4/(384 *E *Ix)] ; 'ti - � "A • ' = 0.534 in = [5 *23.3 Ib /in *(96 in) ^4/(384 *29.5x10 ^6 psi * 2.196 in^4)] *0.832 i -. ..I i • • = 0.331 In <= 0.534 in, OK ' , Deflection Capacity= 7,138 lb /Pair t ) Oat • ' • • Allowable load per beam pair= 5,810 lb i,41 TYPE I- RAINIER Page B of 1 3 I I/ 1/200 t , S ,.... . • .. . , - -- , :c1 -. A r . • . Streural ets • • ngineerIng -4-4- ---4-. 1725 S. Douglass Rd, Ste D Anaheim, CA 928000 Tel: 714-.4-56.0056 Fax: 714.456.0066 By: BOB S. Project: RAINIER COLOR Project N: 8 -0383 ' 3 Pin Beam to Column Connection TYPE 1 SINGLE & DOUBLE ROW , Mconn max= 19,639 in -lb Load at level 1 Z P1 1 " 1 Z H 0 l Ili re .IC 2" JV O P2 0 o i P3 0 u - 0 i /z' w o ' 1/2" 2 Connector Type= 3 Pin g J u. Q Shear Capacity of Pin = Cl Pin Dam= 0.44 in Fy= 50,000 psi Z H , Ashear= (0.438 in) ^2 * P1 /4 Z O = 0.1507 in ^2 . ill ul Pshear= 0.4* Fy * Ashear U = 0.4 * 50000 psi * 0.1507in ^2 0 N = 3,014 lb 0 H III Bearing Capacity of Pin H 0 } Per the1996 AN Cold Formed Steel Manual, Sec E3.3: u. r- i 1 tcol= 0.090 in Fu= 65,000 psi ii j N , V - Omega= 2.22 a= 2.22 �; Pbearing= alpha * Fu * diam * tcol /Omega Z = 2.22 * 65000 psi * 0.438 in * 0.09 in/2.22 = 2,562 lb < 3014 lb r • Moment Capacity of Bracket • i Edge Distance =E= 1.00 In Pin Spacing= 2.0 in Fy= 50,000 psi j 1 C= P1 +P2 +P3 tclip= 0.18 In Sclip= 0.127 In ^3 = P1 +P1 *(2,5 "/4.5 ") +P1 *(0.5 "/4.5 ") = 1.667 * Pl } Mcap= Sclip * Fbending C *d= Mcap = 1.667 d= E/2 0.127in^3 *0.66 *Fy = 0.50 in = 4,191 In-lb M +� Pclip= Mcap /(1.667 * d) • , s •2 t+,� = 4191 in- lb/(1.667 * 0.5 in) Thus, P1= 2,562 lb > ; = 5,0281b t "al Mconn- allow= [P1 *4.5 +P1 *(2.5 /4.5 ) *2.5 +P1 *(0.5 /4.5 ) *0.5 ] *1.33 *1, = 2562 LB *[4.5 " +(2.5 "/4.5 ") *2.5 "+ (0,574.5 ") *0.5 "] *1.33 A' = 20,306 in -lb > Mconn max, OK "P;... T ' 1 RackPro ram- 5CE 10- 28- 02 -UBC I Page 9 of i 1 I/ 1 /2002 .; e 9 3 �i , .�1' .1� , 4 Eci t 7 \'. .. ...... _____ , - \.& .. \ l Str uctural • . Concepts `�� "� °� Engineering —44: lor 1725 S. Doualass Rd, Ste D Anaheim, GA 92806 Tel: 714.456.0056 Fax: 714.456.0066 BY BOB S. Protect RAINIER COLOR Project $1: B - 0383 Transverse Brace Configuration: TYPE 1 SINGLE & DOUBLE ROW Z Section Properties � Z W Diagonal Member= Andrsn 1 -1 /2x1- 1 /4x14ga Horizontal Member= Andrsn 1 -1 /2x1- 1 /4x14ga 6 = ' Area= 0.278 in ^2 Area= 0.278 in ^2 U O r min= 0.405 In 1.500 In -ed r min= 0.405 In 1.500 in -c=1 N p Fy= 55,000 psi r-----1 F 55,000 psi r = • K= 1.0 K= 1,0 w -IF-. Qc= 1 92 i 0,075 In 1 1 .250 in • 0,075 In 1 1.250 in N I. I !_ w O Frame Dimensions Q • Bottom Panel Height =H= 43.0 in Clear Depth= D-B *2= 38.0 in W d Frame Depth =D= 44.0 in X Brace= NO = W Column Width =B= 3.0 in H Z Z (- Diagonal Member Z O 1 0 V= Vtransv= 1,961 lb I 2 D a U co Ldiag= [(D- B *2) ^2 + (H- 6 ") ^21^1/2 (kl /r)= (k * Ldiag) /r min 0 I- , = 53,0 in = (1x53in/0,405in) E W • = 130.9 in Pmax= V *(Ldg /D) p = 2,362 lb = 16,992 psi 1 Z co SINCE Fe <Fy /2, U Fn= Fe 3 + typ H F" Pn= AREA *Fn = 16,992 psi Z = 0.278 in ^2 * 16992 psi B '. 4 724 lb Typical Panel . = - Configuration • Check End Weld 1 Pallow= Pn /S . Lweld= 2.0 in . = 4724 lb /1.92 Fu= 65 ksi = 2,460 lb tmin= 0.075 in • Weld Capacity= 0.75 * tmin * L* Fu * 1.33/2.5 fa /Fa= 0.96 <= 1.33 OK 3,900 lb OK . Horizontal brace Pmax =V= 1,961 lb (kl /r)= (k * Lhoriz) /r min / / :;, , „`; Fe= pi ^2 *E (ki r) ^2 Fy /2= 27,500 psi ' }s i , A = (1 x 44 in) /0.405 in = 24,687 psi ¢ = 108.6 in 7,' Since Fe<Fy/2, Fn =Fe AREA*Fn ±' `" ' '- r . Fy/ , Pn= AREA Fn Pallow= Pn /Qc ;� ;, = 24,687 psi = 0,278in ^2 *24687 psi = 6863 lb /1.92 s = 6,863 lb = 3,574 lb 10 ' fa /Fa= 0.55 <= 1.33 OK ‘ M,17,;16 g ' f• 6 ura ,;.'`b .r ' r''�.' . �AINUER Page I 0 of 13 1 i / 4 /i': ;,- ' ' "r y..} 7 l}, r _ ma ■ . • . . . -. - - �.-c/ -, _ w I ' Structural C oncepts • °` `� Engineering 1725 S. DouQIo55 Rd. Ste D Anaheim. CA 92806 Tel: 714.456.0050 Fax: 714,456.0066 By. BOB S. Project RAINIER COLOR Project It B - 0383 Anchors Configuration: TYPE 1 SINGLE & DOUBLE ROW Z Check overturning per section 2228.7.1 of the 1997 UBC. Q 1, Loads Ill 6 �. Vtrans =V= 1,961 lb U O • v N 0 DL/Frame= 225 lb N W LL/Frame= 13,200 lb Frame Depth =D= 44.0 In -J I- Wst= (0.9 *DL +LL/n)total= 13,403 lb Htop -Ivl= 192.0 in CO • LL @ TOP= 4,400 lb # Levels= 3 . W O DL/Lvl= 75 lb n- transv= 1 g 71 DL *0.90 = 68 lb # Anchors /Base= 2 T LL Q Lateral Ovt Forces= S(R *hi)= 292,845 in -lb n= 1 = d I.- D H ZI— Fully Loaded rack SIDE ELEVATION Z I- • ( 2 : Vtrans= 1,961 lb D p O 59 M ovt= F(Fi *hi) *1.15 Mst= Wst * D/2 T= (Movt- Mst) /D 0 I— I = 2928451n -lb * 1.15 = 13402.5 lb * 44 in /2 = (336772 in -lb - 294855 in-lb)/44 In = W • = 336,772 in-lb = 294,855 in-lb = 953 lb H � . Y.= O Top Level Loaded Only LLI Z U co Critical Level= 3 Hgt © Lvl 3= 192.0 in 0 I— Z Vtop= 2.5 *Ca *I(DL +LL @top /n- transv) /(R *1.4) Movt= Vtop *Htop *1.15 = 0.1461 * (75 lb + 4400 lb /1) = 653.7975 lb * 192 in * 1.15 = 654 lb = 144,358 in -lb S Mst= 0.9 *(DL -total + Lltop /n) *.D /2 T= (Moot- Mst) /D . = (4400 lb /1 + 67.5 lb*3) * 44 in /2 = (144358 in -lb - 101255 in-lb)/44 in = 101,255 in -lb = 980 lb Anchor Check (2) 0.5" x 3.5" Embed HILTI KWIK BOLT II anchor(s) per base plate. Special inspection is not provided per ICBO 4627. �:4k '' � Pullout Capacity=Tcap= 875 lb L.A. City Jurisdiction? NO •4 t{ ? q +:; Shear Capacity=Vcap= 1,840 lb Phi= 1.33 f �� Tcap *Phi= 1,164 lb , Vcap *Phi= 2,447lb;'` `Kr Fully Loaded: , ti (477 lb/1164lb)^1 + (490 lb/2447Ib) ^1 = 0.61 <= 1.0 OK ., t,, , Top Level Loaded: _ . ( 490 lb/11641b) ^1 + (163lb/24471b) ^1 = 0.49 <= 1.0 OK , .- ,:''fir; 2 r r ' '" , ' RAINIER Page I I of I 3 I :l -Jc :,, .' -.t. #, S'. (. ' . ' Structural C oncepts ' ngineering • 1725 S. Douglass Rd. Ste D Anaheim. CA 92806 Tel: 714,450,0056 Fax: 714.456.0066 By. Section BOB 5. Project RAINIER COLOR Project #: B Base Plate Configuration: TYPE 1 SINGLE & DOUBLE ROW . ! Z W Width =W = 8.00 in a = 3.00 in �, 6 Depth =D = 5.00 in Anchor c.c. =2 *a =d = 6.00 In U O o Column Width=b = 3.00 in N =# Anchor /Base= 2 Mb N CO IL W O 0 Column Depth=dc = 3.00 in FY = 36 ,000 psi ■y 111 W = L = 2.50 In Ll e I b Plate Thickness =t = 0.375 in w ---1.-- Downaisle Elevation Down Aisle Loads g LL Z P = 6,713 lb Mbase =Mb = 4, 000 in-lb N j Axial stress =fa = P/A = P /(D *W) M1= wL ^2/2= fa *L ^2/2 = 168 psi = 524 In-lb I H O Moment Stress =fb = M/S = 6 *Mb /[(D *6 ^21 Moment Stress =fb2 = 2 * fb * L/W • W U 1 = 75.0 psi = 46.9 psi W 0 Moment Stress =fbl = fb-fb2 M2= fbl *L ^2)/2 � ' = 28.1 psi = 88 in -lb W W M3 = (1 /2) *fb2 *L *(2 /3) *L = (1/3) *fb2 *L^2 Mtotal = M1 +M2 +M3 �' V = 98 in -lb = 710 in-lb/In Z N U i Litl S -plate = (1)(t ^2)/6 Fb = 0.75 *Fy *1.33 = = 0.023 in ^3 /in = 35,910 psi p z . . fb /Fb = Mtotal /[(S- plate)(Fb)1 4 = 0.84 OK Tanchor = (Mb- (P *0.9)(a)) /[(d) *N /2] Tallow= 1,164 lb OK i = -2,354 lb No Tension a .f `H" F tf1 ' fYl.• '� } ASS f' k , F t < a2n • ? !�E RAINIER Page 12 of 13 1 1 / :: a is P t %.i.�. I - • - •- r •• 1 l -\, Structural C oncepts • L-:4:::."-- ' Engineering 1 _ •• •1• . St- • An•h -1 s.. T -1: 7144 6 •0 • F•x• 7144 6 •066 By. BOB S. Project RAINIER COLOR Project t: B -0383 • Slab on Grade Configuration: TYPE 1 SINGLE & DOUBLE ROW Z P :::: :: slab • Q a ? Concrete W D a r 1 fc= 4,000 psi J U I I e slab t b tslab =t= 7.0 in V CI U) ' -- >:.: , Cross phi =0= 0,65 (A W WIIIIIIIIIII1111111111IIIIII11 IIIIiiiiiiiiiiiiiiiiiiii11uiiiiiiiiiiii • - - - - t _ _ - -I Aisle J x -►I k c I SOii U) LL ~- y j e . . • fsoil= 1,000 psf W O D own Aisle MOvt= 336,772 in 2 SLAB ELEVATION Frame depth = 44.0 in � U_ Q Baseplate Plan View s Base Plate N d 6= 8.00 in width =a= 3.00 in eff. baseplate width=c= 8.00 in 1- W D= 5.00 in depth=b= 3.00 in eff. baseplate depth =e= 5.00 in Z 1. • ZI- Load Case 1: Product + Seismic ILI Product DL= 113 lb P- seismic =E= (Movt/Frame depth) *1.4 (Strength Design Loads) M = O Product LL= 6,600 lb = 10,715 lb U O N 0 1-- Puncture I W W • Pu= 1.1 *(1,2PDL + 0.5PLL + 1.0 *E) (Sec 1612.2.1, EQ 12 -5) Fpunct= 2 *sqrt(fc) H U = 15,566 lb = 126.5 psi Iu_ 0 Apunct= [(c +t) +(e +t)] *2 *t fv /W= Pu /(Apunct *Fpunct) Z = 378.0 in ^2 = 0.33 < 1.33 OK W Slab Bending I I= F Asoil= (P *144) /( fsoil) L= (Asoil)^0.5 y= (c *e) ^0.5 + t *2 O Z = 2,241 in ^2 = 47.34 in = 20.3 in x= (L -y) /2 M= w*xA2/2 S -slab= 1 *t ^2/6 = 13.5 in = (fsoil *x ^2)/(144 *2) = 8.17 InA3 ' Fb= 5 *(phi) *(fc) ^0.5 = 633.5 in -lb fb /Fb= M /(S- slab *Fb) \ ' = 205.55 psi (Sec 1922.5.1) = 0.38 < 1.33, OK I • Load Case 2: Static Loads PDL= 113 lb PLL= 6,600 lb Puncture Pu= 1.4 *PDL + 1,7 *PLL (Sec 1909.2,1, EQ 9-1) Fpunct= 2 *sqrt(fc) = 11,378 lb = 126.5 psi .,... Apunct= c +t + e +t *2 *t fv W= Pu A unct *F unct ••: °v = 378 In A2 = 0.24 < 1.0 OK , ' - r .i,q Slab Bending ; Asoil= (Pu *144) /(fsoil) L= (Asoil) ^0.5 y= (c *e) ^0.5 + t *2 • Icti :Or P1( gff = 1,638 in ^2 = 40.48 in = 20.3 in " ' ., • _ 1 x= (L -y) /2 M= w *x ^2/2 S -slab= 1 *t ^2/6 • l - = 1 in = (fsoii *x ^2)/(144 *2) = 8.17 in ^3 ,' Fb= 5 *(phi) *(fc) ^0,5 = 352.5 in -lb fb /Fb= M /(S- slab *Fb) r s, -- � = 205.55 psi (Sec 1922.5.1) = 0.21 < 1.0, OK sia Otani 1W 1YF! I •RAINIER Page 13 of 13 i i h/2 DCi r L } , .y • z City of Tukwila z Permit Center re 2 6 Description: U CO C cn w LIJ Description of the work to be done is to erect Selective Pallet Racking in a narrow aisle, H high pile application, for the purpose of storing paper products on wooden 48" X 40" ' CO O pallets. . Pallet Racking will be single and double row using 16'X 44" uprights with 96" beams all g Q are to code with plans stamped by an engineer. } Z w= Product: I— 0 zf- • w The Product to be stored is boxed paper and/or printed media on a 48" X 40" X 40" pallet o. that may be shrink wrapped on the sides. p - o I- = v I ' ~ O ' z CITY Of TUKW9lA • cum APPROVED o .. z NOV 15 2002 Ult ; OECEivEr� / Cir�r �� TUKWILA 01446 • NOV — 6 2002 PERMIT CENTER FILE. C OPY LA t. s : T,i�±7'Kfr v s AliNg ,,T err .4,7{1.4 ..,.... „_, PERMIT COORD COPY . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -337 DATE: 12 -13 -02 PROJECT NAME: RAINIER COLOR a i 1- SITE ADDRESS: 3311 S 120 PLACE re w Original Plan Submittal Response to Incomplete Letter # v o u) Response to Correction Letter # X Revision # 1 After Permit Is Issued 0 _ >-- WO }}. g J DEPARTMENTS: / r u_ Q i +WW1 Ap iz v MCI l2- 11.0 Cl) d Building Division CI Fire Prevention Ei Planning Division ❑ H W Public Works ❑ Structural ❑ Permit Coordinator Z 1- . ZI- W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -17 -02 U p Complete Z Incomplete ❑ Not Applicable ❑ O N p I.,. Comments: z to ' F- H Li- O Z Permit Center Use Only W N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: E- H O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: l Please Route at Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -14 -03 Approved / Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: r Ifs` 61, 1 REVIEWER'S INITIALS: DATE: 0 , ° `- � "'' -4 iG Permit Center Use Only .. . '� M " „ s ' frt. 'y'4t CORRECTION LETTER MAILED: �i Departments issued corrections: Bldg ❑ Fire El Ping El PW ❑ Staff Initials: 11: 1— Li'OVIIT ,,,:,41,. COORD COPY W AIM OW Documents/routing slip.doci;l��, MI ` ` 2.29 -02 P v '" Bad } -r i . _ 'A, — . 1 :• A . " L&44, City of Tukwila o 9- i Department of Community Development - Permit Center 1 6300 `. N . : + 0 Southcenter Blvd, Suite 100 , IS 'Z' Tukwila, WA 98188 Ilk ........ - -.. 0 (206)43 1-3670 ' 1908 z t•4R " J li `4• " Yr , J,u.L��lan�Jy r4��,d'�. °Ih 1 ,f.,r. e�ir'rr.;,".,.J ; .14. i�':•.a:• ;�i. .. .: , �n� Q '•} �y w A' , t . 1. y . .i ';' 4 I� .1 • • .. 1 .T J k i 1 r U ^t. f ply �:tJ,.,j rt h q{ l ''�� kf i �f ��L� .�1 i i� . 1 . .. , � > •) Q...�� �'�t�`�� ;f > :P 4 v 7 t � ' T r r y t `{ � �' � `nii��f y.� ''� rii;,}' G �M 3 1 .: r� . + i t 1' r 1 Jk i r J y ... ; r r Tr d. 1 . .� , 1,'�. .sJ . t: •. �jSt 1 iJ.:: �� ( :'T�:,✓yr , d. , n • b .,'!, it 1 . . ✓1` �ar Y'j1`x''4 � •7 r .. �•L1: { t V �I��. j-- z o_ 2 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted -J v through the mail, fax, etc. v p cn J = Date: G 9 - / 3 r oz_ Plan Check/Permit Number: •I O Z' 337 ~ w 0 2 j E Response to Incomplete Letter # g ri 0 Response to Correction Letter # N d ® Revision # 1 after Permit is Issued _ z 1.-. ZO Project Name: R(A1 V\ �, CC) ( L w 2 w Project Address: 33 i 1 (S Sr mil` FL . 0 _ Contact Person: 0 &.1\-\-/ S `tt Phone Number: (�) /- S.33 0 w i Summary of Revision: H v Pro 01'di, I hr -�rp. �4P Luro a.± CS) (_0(0 Inn 9z 101 (Q5 h by l N2 1. Qs • of . 5 1' wa // am () ' r rn 1- � p e o i' (-,�, , cc.. ; fr c i r 1�_�e 61 `�/- � , ' ) . ` . k • flECEIVED CITY OF TUKWILA DEC 1 3 2002 Sheet Number(s): ' umber(s): ti kti l t,..i i ii -; "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by aS' '-,';,' Vrt (J Entered in Sierra on /c.,2 / -e l t - ,;iyiv,in f M ' ��. 08/30/00 VP, ,i ". . --_, - • - . ;\ �1 _s 6,.. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -337 DATE: 12 -13 -02 • PROJECT NAME: RAINIER COLOR a _~ SITE ADDRESS: 3311 S 120 PLACE 'i- z zo Li,' DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -17 -02 U =O Complete Of Incomplete ❑ Not Applicable ❑ o'-- Comments: = ui IL— Permit Center Use Only t j,j Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: i I O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: 1 Please Route ❑ Structural Review Required ❑ No further Review Required YA I REVIEWER'S INITIALS: V DATE: 1 APPROVALS OR CORRECTIONS: DUE DATE: 01 -14-03 Approved A Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: 1‘,,: , Si REVIEWER'S INITIALS: / �., DATE: \ Z t' (D7--- ; , Pr Permit Center Use Only ? CORRECTION LETTER MAILED: � `'t Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: dl,,aj ;, xa.. ' Documents/routing li doc 8 p• .4 y1id "r . 2.28 -02 �? qj ' , ,, • .,.c,/ , . - - -- .- �.'- ' - • '.... PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -337 DATE: 12 -13 -02 PROJECT NAME: RAINIER COLOR Q SITE ADDRESS: 3311 S 120 PLACE . i- Q W J V Original Plan Submittal Response to Incomplete Letter # 0 O (0 , Response to Correction Letter # X Revision # 1 After Permit Is Issued J H No . W W O W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-1 7 -02 U D Complete ❑ Incomplete ❑ Not Applicable ❑ O co 0 F = W { Comments: w Wo • ,, u- Z Permit Center Use Only W Z U = . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 1= - O I Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z 1 TUES /THURS ROUTING: Please Route . ❑ Structural e\iew Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: (21 1`) 10 i APPROVALS OR CORRECTIONS: DUE DATE: 01 -14 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ �. Notation: r REVIEWER'S INITIALS: DATE: :6104. Permit Center Use Only ! � 1 CORRECTION LETTER MAILED: i 5 , {s ,P Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: i; • g : xl, Documents/routing siip.doc 5 fi -, .. 2 -2802 'rri .?+ ' i r n ' ' t` 4 ,.. ... REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12 -05-02 Approved Approved with Conditions Not Approved (attach comments) u Notation: .. ,. „,? 13"4, _ ., x , REVIEWERS INITIALS: DATE: {i � >FAs;1 w Permit Center Use Only %w: CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ,1�.,," ,. 5 y4,.¢ �- �,KLh,C Documents/routing slip,doc 11 ” 6 >t 2.28-02 . ./' .. ... ,. .. ,.. .. . :\ AW${ i PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -337 DATE: 11 -06 -02 • PROJECT NAME: Rainier Color z ' 1 z SITE ADDRESS: 3311 S 120 PI z Li_ It Original Plan Submittal Response to Incomplete Letter # v O coo Response to Correction Letter # Revision # After Permit Is Issued J H co LL Q W DEPARTMENTS: 2 Building Division Yt Fire Prevention n Planning Division n N _ D Public Works n Structural n Permit Coordinator n z z ZO DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -07-02 2 D U� i to Complete *I Incomplete Not Applicable n o = w . Comments: I-- v u.. r i Z Permit Center Use Only W = ; U N H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 0 }- Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: k Please Route ❑ Structural Review Required n No further Review Required I REVIEWER'S INITIALS: 1--2-1.. DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12-05-02 Approved n Approved with Conditions Not Approved (attach comments) n i Notation: REVIEWER'S INITIALS: 1 - 6-1.--,.... ' DATE: I `Z 07.- . Permit Center Use Only CORRECTION LETTER MAILED: . • Departments issued corrections: Bldg [1] Fire El Ping ❑ PW ❑ Staff Initials: x,�.� :;�; ;: . Documents/routing slip.doc ti '4td 2 -28 -02 40 .et MO k ;; - - Cr- -,-, :` PERMIT NO.: I) D2-- 3 ) TENANT NAME: V_r ' BUILDING PERMITS v.M INSPECTIONS CONDITIONS . ❑ I Progress Inspection Status 10001 No changes will be made to the plans unless approved ❑ 2 Pre - construction by the Engineer and the Tukwila Building Division ❑ 3 Investigation ❑ 10002 Plumbing permits shall be obtained through King Co z ❑ 4 OK to Occupy ❑ 10003 Electrical permits obtained through L & I < ❑ 5 Remove Stop Work Order ❑ 10004 All mechanical work shall be under separate permit F.. Z ❑ 6 Follow -up it 10005 All permits, insp records & approved plans available Ce W ❑ 7 Pre -Move Inspection 10006 All structural concrete shall be special inspected g ❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified U ❑ 60 WA Ventilation/Indoor AQC inspector 0 ❑ 70 NLEA Inspection/Modular Struct ❑ 10008 All high- strength bolting shall be special inspected ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected W = ❑ 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila N I ❑ 90 Resteel Building Division LL W 0 ❑ 95 Footing Drains ❑ 1001 I The special inspector shall submit a final signed report ❑ 100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation ❑ 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid u_ J Q ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment U ❑ 300 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site = d ❑ 350 Crawl Space ❑ 10016 Any exposed insulation backing material shall have F— _ ❑ 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation Z I-- ❑ 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying fire I- 0 ❑ 500 Roof Sheathing Nailing retardant class of roof W W ❑ 525 Plywood Deck Nailing 44 10019 All construction to be done in conformance w /approved g D ❑ 550 Exterior Wall Sheathing plans D 0 U � ❑ 600 Masonry Chimney p _ 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project 0 I- 700 Framing ❑ 10021 All food preparation establishments must have King Co W W 750 Roof /Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of H U ❑ 800 Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete ~ j. O ❑ 801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected - Z ❑ 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated W ❑ 803 Glazing Inspection i 10026 All structural masonry shall be special inspected U = ❑ 815 Lighting and Controls 10027 Validity of Permit ~ O I- ❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit Z ❑ 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 10030 No occupancy of building until final insp by Bldg Div ❑ 1110 Pre -Move Inspection ❑ 10031 Comply with requirements of TMC 16.04 ❑ 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat ■ ❑ 1120 Pre -Demo concrete ❑ 1140 Pre - reroof ❑ 10034 Removal of septic tanks require approval and 0 1400 Final -Fire compliance with King Co Health Dept. ■ 1700 Final- Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 10038 A C of O will be required for this permit ❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces ' ° ' ❑ 4005 Special- High - Strength Bolting r`o- ❑ 4006 Special- Structural Masonry ❑ 10042 Fuel burning appliances , Y*008,114 ❑ 4007 Special -Reinf Gypsum Concrete ❑ 10043 .Appliances, which generate w ^ „ 0 4008 Special-Insulating Conc Fill ❑ 10044 Water heater shall be anchored ;,, �, ❑ 4009 Special -Spray Fireproofing ❑ 10045 Reroof r • ❑ 4010 Special- Piling, Piers, Caissons ❑ "Anchoring — All new construct and substantial : � , , ' ❑ 4011 S ecial- Shotcrete improvement shall be anchored to preven flotation" ;}RTS fl ❑ 4012 Special- Grading, Excav/Fill off+ r = �. ❑ 4013 Special- Retaining Wall - 40-4 ❑ 4014 Special - Panels Plan Reviewer: Date: ) I 1 . , ❑ 4015 Special -Smoke Control System r < ,,.? 5 :x 6g.a , Permit Tech: SYS Date: ., . -. - �G -. APPROVALS OR CORRECTIONS: DUE DATE: 12-05-02 Approved n Approved with Conditions Not Approved (attach comments) nx . n , b 4 x . Notation: z;ra T A et REVIEWER'S INITIALS: k111 /03/0.-- _ I ' ` , Permit Center Use Only 1f, A- 4,- ., • ' w �, CORRECTION LETTER MAILED: a b,, .., r _ r is Departments issued corrections: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: ,tnr Documents /routing slip.doc g; 2-28-02 ',, ^ � it PROJECT NAME: PERMF JO:.. Z Z337 Site Address: fJ /' S /Z "�/°' - .. -- Original Issue . REVISION LOG . Revision I Date Staff i Date i . Staff . No. I Received Initials I Issued ! Initials � I I /. /3 -OZ i S ,eS I /; - /g - D 2 z Summary or Revision: , i 5 j ' , , `. , � , � ij) �C,' H , - -- y v u� • _Le-- I Received By: TT (please prin() _ • F— N W W Revision Date ! Staff Date Staff No. Received i Initials Issued Initials I u_ 1 _w Summary of Revision: z I— O z F- Received By: - . (please print) U o 01— W Revision Date Staff Date Staff I v No. • • Received Initials I Issued t Initials • - u- p z Summary of Revision: z Received By: (please print) • Revision Date Staff Date Staff No. Received Initials Issued Initials I I I I Summary or Revision: Received By: (please print) , `: ! y i Revision Date Staff Date I Staff No Received Initials Issued I Initials i � nK n x I I ! I 4 • s arf Summary of Revision: i , ��1 m� .Jj .•r;,�t Received By:JK (please print) . ,. �.,,.•_...,,.,. ,....... • ... .... . .... ., .. � . . . , .. .. ....- ' — i• • 1 , • 0 . - 1 . .. • Z . . , • • i • . . • . • . .. • • . , . • - . • . • . . . • • - • ,.. . • . . . . . . F'.E.0 EVER •• • .. .• • • . . , • • . , . I .. • . CITY F TUKWLA 1 . . . : . . • • • . . .... ..p ,• . . • • .".. . .• " • . . • . . • . ' NOV — 6 2002 . . . i . . PERMIT CENTER I .. 1 . • • • . .. • • • • . . . 1 • . . i - . • . . , .. .. 1 . i • • • • • .. . . - • .• ■• • . • raymond handling concepts drawing revisions 3 3 COLUMN NOTES. USE g ALL COLUMN'PASE LOCATIONS. ( — 09 16 ;3 -4' 2 1 2 DESCRIPTION BASE PLATE 8'' Y 5 .1 DESCRIPTION COLUMN: ROLL FORM DESCRIPTION BRACING: HORIZ. & DIAG. MATERIAL 3'8' THICK PLATE i f MATERIAL ! 13 GAGE STEEL MATERIAL ' 14 GAGE STEEL STEEL YIELD ASTM .A36, FY= 36.000 PSI I STEEL YIELD ASTM A570. FY= 55.000 PSI STEEL YIELD ASTM A570. FY= 55.000 PSI HORIZ BRACE DIAG_ BRACE— COLUMN r BEAM CONNECTOR BASE PLATE —1 5 "8' 1 I t€1* <TYP. ti 33/8'. TYF. 1—,8' 72 1 4„ DESCRIPTION 3 -PIN CONNECTOR MATERIAL 7 GAGE STEEL YIELD FY= 55,000 PSI NOTES: 1 USE @ ALL CONNECTION LOCATIONS 192 64 ti 64' 96 DESCRIPTION GENERAL CONFIGURATION NOTES: I NOT A DEPICTION OF THIS PROJECT TYPE 1 192' 43' 43" 43' 43' 10' MIN. �I i 1 FRONT VIEW SIDE VIEW DESCRIPTION; STORAGE RACK ELEVATIONS } NOTES. 3/4" 4-1/8' DESCRIPTION r 4-1 /8' STEP BEAM (4140) 4 MATERIAL 1 14 GAGE _� NOTES: I STEEL YIELD FY 55.000 PSI USE ALL BEAM LOCATIONS. 3/4 —ter 1 9'16 ' 4 7/8' G 3/4 3/4' 3/4" 6" MIN. 19 %16" 0 DESCRIPTION ROW SPACER 1 NOTES: MATERIAL 14 GAGE ___i USE AT ALL DOUBLE ROW UNITS. SIZE 1/2" X 3 -1/2" MIN. EMBED. STEEL YIELD FY -= 55.000 PSI r ATTACH W/ (4) 7/16" BOLTS. 3/4 �— BASE PLATE 3 -1/2' MIN. EMBED. ir' 1 /2" 7 F.F. DESCRIPTION T HILTI KWIK BOLT II WEDGE ANCHOR ICBO# 4627 NOTES: USE (2) ANCHORS PER BASE PLATE. GENERAL PROJECT NOTES 1 DESIGNED PER CHAPTER 22. DIVISION X. 1997 U8C 2 SEISMIC ZONE 3 3 STORAGE CAPACITY TYPE 1 - 44009 PER LEVEL 4. ANCHORS HILT, KWIK BOLT II WEDGE IC80 *4627 1a213IA X 3-1 2 MIN EMBED 2 ANCHORS PEP BASE ALL CONFIGURATIONS 5. SPECIAL INSPECTION NOT REQUIRED FOR ANCHOR INSTALLAT ION 6 CONCRETE THICKNESS & COMPRESSIVE STRENGTH 7 X 4000 PSI 7 SOIL BEARING PRESSURE 1000 oSF 8 ALL RACK INSTALLATIONS ANC RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY 1N ONE OP MORE CONSPICUOJS LOCATIONS A PERMANENT PLACE EACH NOT ...ESS THAN 50 SQUARE INCHES IN AREA AND SHOWING THE MAXIMUM' PERMISSIBLE UNIT LOAD IN CLEAR LEGIBLE PRINT ;97 UBC DIV. X. CHAPTER 22. SECTION 2222 5, DO2 337 1 \j2 g,O L IL4 ``�oF,v x1 �\ 4 w cr w 9 U NO ANDERSEN rOE SELECTIVE RACK .OB NC 2002 -B0383 SHEET NO 1 of 1 J r i 0