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Permit D98-0006 - WESTECH BUILDING PRODUCTS - STORAGE RACKS
City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 252304' -9017 17680 WEST VALLEY HY AWSE DEVPERM RACK 001 North: .0 South: TUKWILA Sewer W Slopes: Contractor License No:': CONESSS131NU Permit Center Authorized Signature: Print Name: . gebeer l Mse /Seti Fire .0 East: TUKWILA - Y Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: (206) 431 -3670 D98 -0006 ISSUED 02/04/1998 08/03/1998 WAREHOUSE 1994 .0 OCCUPANT WESTECH" BUILDING. PRODUCTS 17680 VALLEY HY, TUKWILA WA, 98168 OWNER NORTH VALLEY PARTNERSHIP CONTACT BOB'NIELSEN Phone:' 425 251 -1700 17680 W VALLEY HY, TUKWILA WA 98188 CONTRACTOR .CONESCO STORAGE SYSTEMS INC 7745FIRST,AV S, SEATTLE, WA 98108 *************.****************************************** * * * * * * * *. * * * * * * * * ** * * * * *,k ** Phone : 206 762 -5969 Permit Description: INSTALLATION OF RACK STORAGE. k**************************************************** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** Construction Valuation: $ .00, PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng.:Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No Flood Control Zone: N Hauling: N Start Time: Land Altering: N :Cut: Size(in): .00 End'Ti.me: Fi i 1 :- End• Time: Public: N Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer ,Main Extension: N Private :. Storm Drainage: N Street Use: •N Water Main Extension: N Private: N k***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 127.84 k******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************ * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** Public: N Date: 2-- 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: ,2' 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. A ddres s 17680 WEST VALLEY H Pe r m i atus t N o D98 0006 S uitei Tenant a St ISSUED ". T`#ype OEVPERri ADD Tied: 01 '/ 12/ 1998 'arse}] # 252304- 9017:: :Issue °ii • 02/04 k'k * *** A * *4:'k** *•k +k * * * *•k * *• * * **** k * * * * * * * * 4r k ** k1( 04*.A* ** k* * ** A-A** k-k *:k kA * * * ** ' er,mi , t Conditions 1` ; han c ges will be made t t h.e .No plans unless approved, by th A rchitect o r Engin i eer and t he;.,,�,Tuk.wt Building Division All permits, inspectia� ; P47c13'6 s afiii710 ' -owed: plans shall l be a at t he:: 7,ob; s a1t:e prlor�.to the Yr.�t f any con- struoti .. Ili esce i;ocunre are to be. :main tained ana avai 1 abl' until 1 f ir i,a, ; l .,p gn ap0 ` g r anted 3 A construe p o t n " . o 'e ' on'� - i;n +,. cant ,{ ((� Yr :h e'� onia ��bh. a��1� owed p lans and 0t re rr ent of 'the noi -for m ,Bu i 1 d M �,9g E "al :tion) as-amended t `Unif °l Co :i -('1994,;, a nd hNf Wasngt,n,r1 :' Energy code (1994 Edition) ef •' A - -' 4: Val idit, t ;P ,ti� iss u a nce 1 f a {of ,a permit•cor • , app 0 v a\l+, } o =f pla.n c i.ficatic�ns, and..computat ,,P s shall' not 'bes.co.n� struedLto be;� a' ,.pe rmit ,f`or , "or3 a n .approval of ny; viVcat;idrr of any of ;Yr 7036 v i s,i orr of the , b'u i 1 a_ing co de. ::or of any c � other or dfir,enc e' •of; the j ur rsd z`ct i'an t he r h No permit pr�esu grr•�tlg to g ives, uth or ity Ito v i olate or1. prov isions of this � k . `. ' k ;' , • ti - � ' 4 a i " cod hal ir valid r: "' Z " } p 1 r nr r tT" a Project Name/Tenant: s • -ch _ „' ,`,. • ti Stater • S. S - Valu : • f Construction: , - • 00 I' Site Address: r � , City State/Zip: / 7�'c al, Va1/ey 4% 'y 7 7 /1L1i, / 'r ter' JP 11 Tax Parcel Number 25230 - 9 C 7 ` Property Owner: G N. 1/n //e Pod er s/ p /4 /? i's 4/ 7 4 P Phone: N 25 74/ 7 7 7 / I Street Addresrs: City State/Zip: / 3 2 2 / S'.t.:-, :? G rp, ST 5e/ %vc(e . L..r4 q' &ooh Fax #: 6125 7 4 1 7 / 76 3 Contractor: , ( s c o ne: 6;260 76,2' Ls 7e - 9 Street Address: City State /Zip: 77 lSrf 5,,,7"4 S'e4ff /6. 4ri Fji( Fax � ©6) 7 I.g, 1 38 Architect: Phone: Street Address: City State2ip: Fax #: Engineer ISen 3 RI e h'L Phone: „mil 06' Z 36W Fax #: Street Address: City State /Zip: 730 ,E iGf4 St 2_ A07 13,'/I if s ,W7 s9. ?- Contact Person: ZaL A /%e /se. n n G/es Phone: (sz Z 6/ I700 Street Address: City State /Zip: J748 4 ✓. valley Ma/v 7;;X . 1, / � ' Fax #: (moss) as/ s /94" Description of work to be done: ..Z-r,57ei f / S�rsi9 e ✓,,oy Si/s7?/7-7 Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family aGVarehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office 0 School/College- /University _ LJ Ottier Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - fam LK W arehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /Universiity� El Other Will there be a change of use? CI yes lT no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? Eiji; ❑ no Existing fire protection features: 'prinklers automatic fire alarm ❑ none C3 other (specify) Building Square Feet: existing Area of Construction: (sq. ft.) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes .ino Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Date apesJoTfe� Datc�onfx: �lpplJ: (initials) ci 9 CITY OF TUKwILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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 mall or facsimile. APPLICANT. REQUEST FOR PUBLIC;WORKS.:SITELCIVIL,I?LAN REVIEW:OF,THEFOI LOWIN (Additional reviews may be determined :ty the;P,utilic Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous CIPLRMITDOC 1/29/97 ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: 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. PLEASE SIGN BACK OF APPLICATION FORM 1 BUILDING OW ■ E • R AUTHORIZED AGENT: Signature:.' ,. " • 7:241.045- d Date: , , • 9 Print name: X " oGeiy hi �� e /s�'�i ":•r Pho .; 0 6/ )kt, �Fa Iz.6.'"psi 9ig9 / . Address i: S'/I AZ <• l!e y i ✓T !Jv .t y r s iZ /0 , 1 ii, �`i!- 9.62./ c5 ALL COMMERCIAUMULTI -F I ILY TENANT IMPROVEMENT/AL ATION PERMIT APPLICATIONS MV BE SUBMITTED WITH THE FOLL WING: D AVPDRAW11,41700BE .STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ 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 rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ 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 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) Cl ❑ 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 be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPI:RMIT.DOC 1 /29/97 -• • . ■ . "' ' ... :, 4,, . 4 . 4 4. ,4, 4i.:**0:**.A4**- 4 :) , ******7 1 '../ , *44.-A4,..h. ..4. k..t.:4 CITY .:='OF...•';':TUtP111:.:4• ''' • '';:'':'...',•• - ...• ::"•''.. ' • - •:: . : '•.'• -.•-• . •. --2 "" .., 'Ili II 14S All :',44.1,„4...", ii.4i,*•.* t..44i,.i Ic•'/.:!.i k o 4•*: A *,4, 'A.14';‘ •,/, .i A 1. ..“ ' 11.4.4 ,v A:7;.;1‘ •.-.....,...:•:••.,., •• .,..... ..., ,..,.: . „ „ - -..--, ....•, - ,•,.. ....., ...... „... • ... ... ... ..." • -- . .-• , , -, . , - .••••• •••:. .. " • •"••••,• . 5 .` : •TRON$1 , 11T.::NUtibOr....1.7•••;R97.00709"•••'"flinount«:'. - :::',..:f ::.-;•••-. 127. ..84::.•.02/04/913::-.141.4;9' - ..,.,....,:., . . . CASH ,. . • , • . . • . . , . ,• . ... . Payment '1 •--`-'''', Not t i on' •WES TECH PRO '•••••• •Inli; 'f: ........,,..•.............,...:;:..:....' •:.....;..,' '........•;;.• '•'......'...........,.....•,...., 7777 ...•. i i.,,,.. : . !.,••. : - .,...,,,,,,. : :.. ...'• , :•• 1 . - . P ep rii)4:•?,:k1 ci"1.,•::,.....Q-5040 6,.() 6 H ••.:.!. T 1)...1/4. . a) ::NC) e..4.01 S i t e • , i e 11 Fi iet; Y• .:•LLEY•:-FIV • - •'• •• • • , -. • • , .. . .. . ,..,. 0:4 •.,.. :, :,..,, . .:. ..,..: ..,,..„.. ...,.• ..,.. *) '' • ••` .- • ' :. ' ••••;• '' .•-: ••Tntal Fees: •': -.--. - ,. . ,.127 •••: . . ; • . ;,: , ,•.,.. . .. . .,.. T h i s s: P ay qeht : .• '- :-....:1•••' 127.•:8•41 1, T. 1 :.:AL1: . ..‘Pm•tt :•.- ' • .-••••• • ': • ..127.:64'.:'2.:-•':.=**•••••? ..• ' ' '..... :-, .::• .'''•: *.•;':• '•••••::: -.: ..i: :.;,:•::, •..;: • . ,': .. ; . Ba:Tanc la : : - : . „:, •••::. • ••.i.00, ..• • •.••, • „••.:.. •,••• it ./:•A:1■ icA•4, .3..,i •#!**.ii:/.(4.;k: . 1.-44.;,•i..1%,..**.i..•:i 4.1.4,k 4, 4 .;‘,44 :,......H •; A e6o u tit . Code D'O's•Or i,iii i *on . ' .-•••':• ' :: .. 'i. : ,. H •• i..•:::• : ':• ' • .- — '''''' - '''• ' ' " .• 0*0/322••1206 I' - ••• ' '••• 'OUT...OING --:•!slOWRES ' • : L:::: :. ',•• ••••••••. :.•-•• 7.4• 7;5.. ..• ;•: • :•• :',:•.;•••: - ',',.''..:-,:-.. 'f .-: • .. 001 0.345•830. ":::' ' •••..-. PIAi4,•• CliE.CR :...- NONRFIS '•::' • : : ::•:..• . - :::: , 48...9.„ • - = ..:-,=.•,::, :.„. ;:. , ....... • • .. . 0001386....994 -;• 'f.';•; • f'..;:,..ST FIT iii.i., DINO bUP.C11ARO. .:•',' • .::..::.-: ' .•:4••50.••••• •:.y. .:-.:.• : , - -.:••• • ,, ..... .....•• ••••••,...,.....,:..............,..........., ...........,...............,...:-.•........ t. -•..:•••„......- - ..................- ...... .... - - - • - - .., - ,-........., - -.. .. . . . ... • . • , • „ • •. • • , „ • , „ • • . • . • . . • • • . • • „ • , • 3 1 t iI • • O2/0 1716 TOTAL • , .• • ,• . •, , P FEU -e 5t -e , 3 Imo` � i JCS (/ < Type of inspection: K� Address: / ` ` i iu_ fly Date called: Special instructions: -- rit 1c�i b a t e 1 . 7 - .7 _ i . p.m. Requester: _ ), f �'Jp Phone No.: '1-6 -,51 -)7(k) INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes: Inspecto INSPECTION RECORD/ Retain a copy with pernt�: 1)9S -oco to PERMIT NO. (206).431- 3670 .: Corrections required prior to approval., Date: F $42.0 ' REINSPECTI N FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projectii ieci pm , g oku. t i - ype Addre 1 -1Date called: / ....4 ..i Special instructions: A UY1 ,- ,641.— ' ' ate wanted: 0 ,...„ a.m. CO; Requester: f 6i. i o Phone No 76 000 INSPECTION RECORD Retain a copy with per INSPECTION N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 yrs °Dap PERMIT NO. (206) 431-3670 Approv per applicable Codes. 1 I Corrections required prior to approval. COMMENTS: • 1 ;j27T .t oE '50 -;• 0 e5Thji A (LC . I Inspector: Date: 2" 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: Date: 1908 Fire Department Thomas P. Keefe, Fire Chief Project Name: t<57 7ZA( b4.1i/I p /o bVG TS Address / 7 eU (L) 0/ /Y f Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Permit No. Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 7 Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S75-4404 • Fax (206) 575-4439 z J 0 TYPE "A" & "C" TYPE "B" & "C" BACK —BACK 3' -8' 3' -8' UPRIGHT 13GA THK.. UPRIGHT 12' -0' .13'x 3'x 3' BASEPLATE (1) 1/2'0 ANCHOR 2 E J 0 SINGLE ROW 3' -8' UPRIGHT e C 1.5 x 1.25 1.5 2 14 OF 1/8 K (- I FILLET WELD EA END TO COLUMN BRACE (2);PIN CONN TYPE 'A' PERMANENT PLAQUE NOT LESS. THAN 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS LOCATION STATING 3000# CAPACITY @ 54', 108', 144' BRACE CONNECTOR 1 -5/8x 3x \ 3/16' THK 1/8V VERTICAL EDGES CONNECTOR 11' -0' LOAD BEAM ELEVATION (2) AISI A502 -2 RIVETS LOAD BEAM 4'oc • HOOK .THRU SLOTS IN COLUMN z U CONNECTOR — Q SAFETY PIN T RE�T 1000# UPLIFT D CL- COLUMN -BEAM CONN Z.5 TYPE "B" PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS LOCATION STATING 15004 CAPACITY @ 39', 93', 144' 11' -0' LOAD BEAM CONNECTOR LOAD BEAM `- CONNECTOR LOAD BEAM o_ a 1' 4' CONNECTOR LOAD BEAM ELEVATION NOTE: TYPE 'C' ASSUME 1500# STANDING VERTICALLY INSIDE THE CONFINES OF A BEAM AT THE TOP AND BTM OF THE UPRIGHT. can r LLI LL a 5 L 5 In 0. 3' 6' 3 -3' z 0 I-- Q 0 > o W J W v) W p W > 0- 0U CO Z W w _ X I- I w ° rbm L L t LLI Eel W (U el w > w Z J a � N re ~ W N a � a z Q U t. <C ▪ Z eN N ('l vin c W us us 0 Elt act 'CO 0, N U U F- Q °w3 Li I Z LZ p O U U E- C') >-- U 0 W CL . .•„. " ' • 01/07/98"" ' Loading: 3000 # load levels 3 pallet levels Q. 54 108,144 Seismic Zone 3 '100% Utilization 132 " Load Beams Uprights: 44 " wide BACK-BACK ROWS C 3 1.625x 0.090 Columns C 1.500x , 1.250x 0.075 Braces 3.00x 3.00x 0.130 Base Plates' with 1- 0.500in x 2.75in Embed Anchor /Column 5.75x 2.750x '0.075 Load beams w/ 2-Pin Connector by: e Ben Riehl Registered Engineer ••• ':• •'• WAtt: 21008 44,e 21008 4 :CtsmiW IONAL ow &V L EXPIMESA181 . • • • • • • .• • •. ' Depth 3.000 in Flange 1.625 in Lip 0.750 in Thickness 0.0900 in R 0.1000 in Blank = 7.14 in = • 2.2 plf A= 0.643 in2 Ix = 0.880 in4 Sx = 0.587 in3 Rx = 1.170 in Iy = 0.252 in4 Sy = 0.259 in3 Ry = 0.627 in a 2.6200 a bar 2.9100 1.2450 b bar 1.5350 c 0.5600 c bar .0.7050 u 0.2278 gamma 1.0000 R' 0.1450 Section Removing: 0.640 inch slot 0.75 0.375 inch hole 0.87 .A- = 0.183 in2 A' = x bar = I'x = 0.669 in4 S'x= 0.446 I'y = 0.200 in4 S'y= 0.210 Blank = A = Ix = Iy = a a bar b b bar c c bar u gamma R' Cold Formed Channel Cold Formed Channel Depth 1.500 in Flange 1.250.in Lip 0.000 in Thickness 0.0750 in 0.1000.4n 3.7'3 in' 0.280 in2 0.106 in4 0.046 in4. 1.1500 1.4250 1.0750 1.2125 0.0000 0.0000 0.2160 0.0000 0.1375 x web' x lip h/t Fy = 50 ksi t Sx = 0.141 Sy= 0.056 Web w/t • Flg w/t . bar m x0 J web lip h/t -1.5479 0.0017 0.6513 0.9737 31.3333 0.460 in2 0.719 in in3 in3 R' x= R' y= Web w/t 29.1111 , Flg w/t 13.8333 x bar 0.6063 m 0.9417 x0 inches each side of center on web' inches from web in each flange 1.206 in 0.659 in 1.0 plf in3 Rx = 0.614 in in3 Ry = 0.403 in 15.3333 14.3333 0.3946 0.5298 -0.9244 0.0005 0.4321 0.8179 18.0000 BRACE SECTION Cold'Formed Section. HEIGHT. OF BEAM : 5.750 INCHES MAT'L THICKNESS 0.075 INCHES INSIDE RADIUS 0.100 INCHES WIDTH. 2:750 INCHES STEEL YIELD 50.0 KSI STEP 1.625 INCHES HIGH 1/07/98; 1 :000 INCHES WIDE' ABOUT THE HORIZONTAL AXIS; ABOUT THE VERT L Y LY LY2 Ii: '. X LX LONG. SIDE 5 :4000 2.8750 15.5250 44.6344 13:1220'; .:0.0375 0 :2025 TOP ' 1.4000 5.7125' 7.9975;...45.6857 0.0000.. 0.:8750 1.2250 STEP SIDE 1.3500 4.9000 6.6150 32:4135 0.2050 1.7125 .2:3119 STEP BOTT 0.7250 '4.0875 2.9634.. 12.1131 0.0000" 2.2125 .'.1.'6041. SHORT SID 3.7750 2.0625 7.7859 16.0585 4.4830 2.7125 10.2397 BOTTOM 2.4000 0.0375 0.0900 0.0034 0.0000 1.3750 3.3000 CORNERS`. 0.2160 5.6625 1.2230 6.9254 0.0004 0.0875 0.0189 2 0 :2160 5.6625 1.2230 6.9254 0.0004 1.6625. 0.3591 3 0.2160. 4.1375 0.8936 3..69.74 0.0004 1.8000 0.. 4 0.2160 4.0375 0.8720• 3.5209 0.0004 2.6625; 0.5751 5 .0.2160 0.0875 .::0.0189 .`0.0017' 0.0004 2.6625 0:5751"';: <; 6•' 0.2160 0.0875 0:0189 0.0017 0:0004:; 0.0875 0.,0189 - TOTALS:..'.16::3459 39.3500 45.2264 171.9809 17.8124 17.8875 20.8189 AREA = 1.226 IN2 CENTER GRAVITY = 2.767 INCHES TO BASE 1.274 INCHES TO LONG SID Ix = 4 :849 IN4 Iy = 1.512' IN4 Sx = 1..626 IN3 Sy = 1.024 IN3 Rx = 1.989 IN Ry.`= 1 :111 IN RIVETS WELDS P3• P4 TOTAL BEAM ' END CONNECTOR <01/07/98. COLUMN, MATERIAL THICKNESS = 0.09 ,IN LOAD BEAM DEPTH 5.75 IN TOP. OF BEAM TO TOP OF CONN= 0.000 IN WELD @ BTM OF BEAM,= 0.000 IN - LOAD :3090 LBS PER PAIR CONNECTOR VERTICAL LOAD = 750 LBS EACH 2 RIVETS @. 4 "" oc 0.4375." DIA A502 -2 1st.@ 1 "BELOW TOP OF CONNECTOR AREA = I 0:•150 IN2 EACH Fv = 22.0 KSI Vcap •3'.307 KIPS'EACH RIVET " BEARING Fb = BRG CAP = 2:559 KIPS. EACH RIVET TOTAL RIVET VERTICAL CAPACITY = CONNECTOR',., 6 ." LONG CONNECTOR ANGLE Fy = 50 KSI 1.625 .." , x 3 " .. x 0.1875 " THICK S = , 0.131 IN3 Mcap = 3.924 K -IN W/ 1/3 INCREASE = 5.232 K-IN MOMENT.. RESULTANT'@ 0.1 IN FROM BTM OF CONN M:= PL L = 0.15 IN Pmax = Mcap /L = 34.877 KIPS RIVET P1 '. RIVET OK P2 LOAD DIST MOMENT 3.412 4.900 16.721 '0:627.: 0.900 0.564 0.000 0.000 0.000 0.000 0.000 0.000 4.039 17.285 CONNECTOR OK 0.125 ". x 5.750 " FILLET WELD UP OUTSIDE 0.125 " x 4.125 " FILLET WELD UP INSIDE 0.125 " x 1.625 " FILLET WELD UP STEP SIDE O !' x 1.000 " FILLET WELD STEP BOTTOM O " x 2.750 " FILLET WELD ACROSS BOTTOM O " x 1.750 " FILLET WELD ACROSS TOP USE EFFECTIVE 0.075 " THICK WELD L = 11.50 IN A = 0.862 IN2 S = 0.827 IN3 Fv = 26.0 KSI Mcap = 21.49 K -IN W /1/3 INCR= 28.65 K -IN Anchors: Weight.. In Upright Plane BACK -BACK ROWS Seismic Load Distribution Zone 3 Z = 0.30. 1.33 Allowable Stress. Increase I = 1.00 Rw = 6.0 _ 2.750 V = (ZIC /Rw)w USE 50% FOR BACK-BACK ROWS 0; #.. per . level frame weight Overturning Tcap OTM` = 72.8 K -IN Columns @ 44 " Levels Load WiHi Fi FiHi Columns: (inches) ( #) (k -in) ( #) (k -in) C-,3.000x 1.625x- 0.09.0 .144 3060 441 297 43 .108, .3060 '330 223. 24 54 3060 165. 111 `6 .. KLx. =. 54 in 0 0 0 0 0 KL Y = • 41 in 0 0 0 0 0 A= 0.460 in'. 0. 0 0.,:. . 0 0 Pcap .= `13068 lbs 9180 936 631 - - 73 Column 48% Stress 83.8 K-IN 202.0 K -IN 0.00: KIPS , 17% Stressed Braces: Use : Brace height = Brace width = Length P = C 1.500x 1.250x 0.075 A =. 0.280 in L/r = 149 Pcap = 2550 # X 1.15 = RM REQUIRED HOLD DOWN Special Inspection(Y or N)? NO 0 uplift anchors req'd 0.5 " Hilti -KB II 2.75 "embedment in2000psi. concrete 680 # .0% Stressed 316 # per leg Vcap = -1840 # 41 44 60 863 II I #. per 1994 UBC Overturning We Anchors: In Upright Plane Seismic Load Distribution Zone 0.30 1.33 Allowable Stress Increase 1.00 Rw = •.6:0 2.75 V . = (ZIC /Rw) W USE 50% FOR BACK -BACK ROWS 60 #: level frame weight .Columns Q ; 2300.# 880 "# :Levels Load WiHi Fi FiHi Column: - (inches) ( #) ;(k-in) ( #) (k -in). C3.000x 162.51( 0.090 144 3060 441 214 31 108.:. 60:" 6;..' - 3 0 54 60 3 2 0 KLx = 54'in 0. 0 0 0 0 KL Y - 41 : in 0 0 0.. 0 0 A= 0.460 in;:. 0 0 Pcap = 13068 lbs :3180' 450 219 31 Column 18% -Stress' 31.2 K -IN. X 1 :15 = 35.9 K -IN: RM = REQUIRED HOLD DOWN _ 0.00 KIPS Braces: Special.Inspection(Y or N)? NO, No uplift .anchors .req'd 0.5 " diameter Hilti -KB II 2.75 "embedment in 2000 psi concrete Tcap = 680 # 0% Stressed V = .109 # per leg Vcap = 1840 # _ Use : Brace height = Brace width = Length = P = 41 " 44 " 60 " 299 # C 1.500x 1,250x 0.075. A = 0.280 in L/r = 149 Pcap = 2550 # 12 Force X Moment Z 13 Force .X Moment Z 14 Force X Moment Z Member Incidences 1 1 2 2 6 3 3 7 MSU STRESS-11 VERSION 9/89 --- DATE 01/07/98 --- TIME OF DAY 14:37:10 . ==■-=== • ' . - . . . . .. ... • .. .. . - , .... ..., , • ' . . , -. • ... ,..,......,,,. .„ ..•:-,, ,..!.,• .:,,,..-....";':':0'/:;,- . . „ INPUT • DATA:LISTINGiTUFOLLOW:. . . . . Structure Storage Rack in Load Beam Plane . 3 Levels Type Plane Frame - • ' • Number of Joints 14 • Number' of Supports 8 Number of Members.15 Number of Loadings 1 Joint Coordinates • -,. 0.0 -,54.0S.' • 2 • 0.0 108.0 S 4 ' 67.5, 0.0 S. 67.5 • 54.0: 67:5 108.0 :67.5 144.0, • • •• 8 202.5 0.0 S 202• 5 „ 144.0 • 12 2700 540S 13 .•• : • 270.0:: 14 2700 1440S Joint Releases Moment ,Z .• • • • • ; • 1 Force X Moment. Z.: • 2'Force X Moment ,Z. .3 , Force X Moment Z 4 5 6 7 a 9 10 11 12 13 14 15 4 , 5 5 6 7 8 9 10 10 9 12 6 10 10 13 7 11 11 14 • Member Properties 1 Thru 3 Prismatic Ax 1.226 Ay 0.858 Iz 4.849 PAGE • PAGE MSU STRESS-11 VERSION 9/89 --- DATE: 01/07/98 --- TIME OF DAY: 14:37:10 ===___==__==____===== =-= = 4 Thru 9 Prismatic Ax , . 0.460 ' Ay' '0.230 ' Iz +0.669' :''''''• '''.1' ,,, 10 Th 15 Prismatic Ax 1.226 Ay. 0.858 Iz 4.849 :,, ,,.........,,,,;•,',..,.;',''',:.:.1,"..,•.•‘',,il Constants E 29000. All G 12000. All Tabulate All Loading Dead + Live + Seismic: , , 1. ..,,„„-...,.,'....., Joint Loads . . ;. •, 5 Y -1.53 • 6 Force Y • 7 Force Y -1.53, 9.Force Y ; L1.53" 10 Force Y -1.53 11 Force Y -1.53; 5 Force X 0:024 6 Force X 0.048: 7 Force X 0.064 9 Force X 0.024 ",. • 10 Force X 0.048 • 11 Force X 0.064 PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED , . seismic Analysis per 1994 UBC 01/07/98 ,.. ' ;2. wi ' di widi2 fi .fidi •Y if in . if 3060 0.4150 .527 ' 48 20.0 3060 0.5243 , .841 50.2 3060 0.54 '9i3 .- 128 70.1 0 0.0000 . 0 0 0.0 9180 ,2281 272 140.3 g = 32.2 ft/dec2 T = 1.288570 sec C=1.25*S/(T".667). 1.583 ' Assumed S = 1.5 C/Rw = 0.198 V.= (ZIC/Rw)W V = 0 059 W USE 50% FOR B-B ROWS = 273# . loot PAGE STRESS -11 VERSION 9/89 DATE: 01/07/98 TIME OF DAY 14:37:10 MEMBER FORCES Loading Dead +. Live:+ Seismic - 0.087 0.087 - 0:031. 0.031 - 0.054 0.054 -0.009 0.009 -0.030 0.030 Structure... Storage Rack in Load Beam. Plane 3 Levels SHEAR FORCE MOMENT - 0.064 0.00 0.064 -4.30 .. - 0.009 ', '0.00 0.59 0.011 0.00 - 0.011 0.75 0.133 , 0.00; -0:133 7.19 0.098 2:51 .. - 0.098 2.81 .. 0.023 0.33 - 0.023. 0.49 0:139 0.00 - 0.139. 7.50 0.126 3.20 0:126 3.59 0.105 1.72 -0.105 2.07 -0.076 -5.40 0.076 -4.80 0.10 - 2.54 - 1.68 - 3.63 0.00 -1.24 - 0.04 -2.03 0.00 8 . 9 9 10: 10 11 11 12 12 '10 13 10 13 ' . 13 14 7 14 11 15 11 15 14 AXIAL FORCE 0.000 0.000 0.000 0.000 0.000 0.000 4.535 4.535 3.017 .: -3.017 1.509 1.509 4.535 -4.535 3.017 -3.017 1.509 1.509 - 0.011 0.011 0.000 0.000 -0.028 0.028 0.000 0.000 0.041 - 0.041 0.000 0.000 APPLIED JOINT LOADS; FREE JOINTS : MSU STRESS-11 VERSION 9/89 --- DATE: 01/07/98 --- TIME OF DAY: JOINT FORCE X FORCE Y MOMENT Z 5 • 0.024 • :-1.530 0:048 1 -1.530 . 0.00 0.064 -1.530 . 0.00 , 6 7 9 : . 0.024 10 0.048 -1.530 0.00 11 0.064 -1.530 0.00 REACTIONS ,APPLIED LOJDS SUPPORT JOINTS . , . . JOINT FORCE X FORCE Y MOMENT Z 0.000 -0.064 0.00 2 0.000 -0.009 I 0.00 0.000 0.011 .0.00 -0.133 4.535 0.00 -0.139 4.535 0.00 12 0.000 0.087 .0.00 13 0.000 0.054 0.00 0.000 0.030 1.0.00 FREE JOINT DISPLACEMENTS JOINT • X -DISPLACEMENT 5 . 0.4150 • 6 '0.5243 ' 7 „ 0.5461 9 • 0.4151 10 11 Y -D I S PLACEMENT ROTATION - 0.0184 -0.0010 -0.0306 -0.0005 - 0.0346 -0.0004 - 0.0184 -0.0007 0.5245 0.0306 -0.0001 0.5460 -0.0346 0.0002 SUPPORT 'JOINT, DISPLACEMENTS JOINT X -DISPLACEMENT 1 0.4150 2 0.5243 3 0.5461 4 0.0000 8 0.0000 12 0.4151 13 0.5245 14 0.5460 Y- D I S PLAC EMENT ROTATION 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 - 0.0004 - 0.0006 -0.0110 - 0.0111 0.0007 0.0007 0.0007 PAGE. • 1 3 1,6 •. • :Load: Beam . Chec - 3:000x '1.625x:0.090 = 0.460 in2 0.446 in3 Rx' _ :.: 1.206 ,in kx : 1.00 :75x ,2:75 x . 50 ksi 1.226 in2 E;= 29,500 E3 ksi Sx ,= 1:.626''in3 Ix` 4.849 in4 ength 132. inches Pallet,:. Load 3000 lbs .Assume 0.5 pallet load on each beam M PL /8= 24.75 k -in fb, =; 15.23 ksi.'Fb 30 :ksi; Mcap. = 65.02 k-in with 1/3 increase "Defl = 0.31 in.. = L/ 420 w/ 25% added to 'one pallet- load M: =..282 PL = 27.92 k-in Ly Pcap Mcap ' ` .Ratio 7 .5 .: '; 54.0 41 :. ...13 .35 ' :133 : 76* • 3:6 '54.0 - .41.0 `13.35'. 17.83 ; .43% 3 0 6 : 41.0 . : 13 35. ; .. 17.83 ' , :.24% 0 0 :" - 6,• 30 41.0. ,13.3 17.83 0% -'-0 0 ". 36.0 41:0 13 " : 17 :83:"'.., ?0% 0 0:..' 36 :0 41:0 '1 . 3.35 1783 0 %''.. • , • 1- • • ' • , . • • . • 2500 psi 81 psi.... 163 psi OK : - Use. 0 thick .• • 7 75 inches long under column section • a.'35.• inches wide , ' 2.7125 in2 • . • „ • • • • • 85 psi .0K ! ! • ' • • 170 psi ; • .0K ! • 1.750 ksi. Allowable: - ;` , '" er '1994 UBC' • - . Weigh 60,)! .per level frame weight , • ,. „ . , Overturning OTM = 72.1 K-IN X 1.15 = 82.9 K-IN 103.0 K- IN REQUIRED HOLD DOWN = :0.00 KIPS Anchors: Special Inspection(Y or N)? NO 0 No uplift anchors req' d 1 0.5 " diameter Hilti-KB II 2.75 "embedment in 2000 psi concrete Tcap = 680 # 0% Stressed 17% Stressed , . • .',•-.•••• • . , . er • Zone . „ Z t= 0.30 1.33 Allowable Stress Increase 1= 1.00 Rw = 6.0 C = 2.75 v = (ZIC/Rw)W Weight. ., , - , • 60 # Per level frame weight . , Levels (inches) In Upright Plane Seismic Load Distribution V = 116 # per leg Vcap = Anchors: Braces: Use : Brace height = Brace width = Length = P = 41 " 44 • " 60 " 316 # Columns •@ 44 " SINGLE ROWS TOP LOAD ONLY 60 6 • Load WiHi Fi . FiHi Column (#) (k-in) C 3.000x 1.625x 1560 225 223 32 KLY = 13068 lbs 1680 .233 . 231 33 Column 12% Strebs . Max column load = 1584 # Min column load = 96 # . Overturning. 32.7 K-IN X 1.15 = 37.6 K-IN RN = 37.0 K-IN REQUIRED HOLD DOWN = 0.02 KIPS Special Inspection(Y or N)? NO 16 # 2 1 0.5 " diameter Hilti-KB II 2.75 "embedment in 2000 psi concrete Tcap = 680 #. 2% Stressed 1840 # = C 1.500x 1.250x 0.075 A = 0.280 in L/r = 149 Pcap = 2550 # 12% MSU STRESS-11 VERSION 9/89 --- DATE: 01/07/98 - TIME OF DAY: INPUT r!, I DATA LISTING TO FOLLOW Structure Storage Rack in Load Beam Plane Type Plane Frame Number of Joints 14 Number of. Supports 8 .Number of Members 15 Number of Loadings :1 Joint Coordinates 1 OA 390S 2 0.0 930 3 0.0 144 0 S 4 675 0.0 S • 5 67.5 • 39.0 ' 144.0 . •" 8 202.5:• 1 ' '0:0 9 ••,'202:5 • .39..0' 10 •' 202.5 93.0 202.5 144.0 12'.. 270.0 39.0: 13 270.0 93 14 270.0 ; 144.0 S Joint Releases ; 4 Moment Z' . 8 MoMent.Z 1 Force X Moment.Z: 2 Force X Moment Z 3 Force X Moment Z 12 Force X Moment Z 13 Force X Moment Z 14 Force X Moment Z . Member. ;Incidences , 1 1 :5 2 2 6 • 3 3 :.' - 7 4 • 4 5 5 5 6 6. 7 7 8 ; 9 8 9 10 9 10 11 10 5 9 11 9 12 12 6 10 13 10 13 14 7 11 15 11 14 Member Properties 1 Thru 3 Prismatic Ax 1.226 Ay 0.858 Iz 4.849 /7 wi di # 1560 0:2662 1560 0.4419 1560 0.5309 0, 0.0000 0.. 0.0000 0 0.0000 4680 855 g = 32.2. ft /sect C= 1.25 *S /(T" 667)= 2.476 Z * I = 0.30 C /Rw = 0.310 434 201.1 T = ' 0.659004 sec Assumed S = Rw = V.= (ZIC /Rw)W V'= 0.093 W 435 # ". -B -- TIME OF DAY: 14:45:37 4 Thru 9 Prismatic • Ax 0:460 "' Ay 0:'230 • Iz 10 Thru 15 Prismatic Ax 1.226 Ay 0.858 Iz 4.849 Constants E 29000. All G 12000. All Tabulate All Loading Dead + Live + Seismic Joint Loads 5:.Force Y . -0.78 , 6 Force Y 0.78 7 Force Y -0.78 9.;corce' Y 0.78 10 Force Y' -0.78 11 Force Y -0.78 5 Force X 0.031 6 Force X 0.073 7 Force' X. . 0.113* 9 Force X 0.031. 10. Force X 0.073' . 11 Force X 0.113 Solve PROBLEM CORRECTLY SPECIFIED,, EXECUTION TO PROCEED 01/07/98 fi fidi 62 16.5. 31 62 146 64.5 73 146; 226 : 120.1. 113 •226 0 0.0 0 0., , 0 •0.0 0 0' 0 0.0 0 0 ' .. 100:'. MSU STRESS-11 VERSION 9/89 DATE: 01/07/98 TIME OF DAY: 14:45:37 Structure Storage Rack in Load Beam Plane 3 Levels Loading Dead Seismic MEMBER FORCES MEMBER JOINT AXIAL FORCE SHEAR FORCE 1 1 , o . 000 -0.094 1 5. 0.000 0.094 0.000 -0.050 6 0.000 0.050 3 , 0.000 -o .014 3 7 0.000 0.014 4 4 2.318 0.215 4 5 -2.318 -0.215 5 5 1.542 0.180 5 6 -1.542 -0.180 6 6 0.771 0.103 6 7 -0.771 -0.103 7 8 2.318 0.219 7 9 -2.318 -0.219 8 9 1.542 0.192 8 10 -1.542 -0.192 • 9 10 0.771 0.123 9 11 0.771 -0.123 10 5 -0.004 -0.099 10 9 0.004 0.099 11 9 0.000 -0.103 11 12 0.000 0.103 12 6 -0.005 -0.059 12 10 0.005 0.059 13 10 0.000 -0.068 13 .13 0.000 0.068 14 7 0.010 -0.022 14 11 -0.010 0.022 15 11 0.000 .-0.031 15 14 0.000 0.031 APPLIED JOINT LOADS, FREE JOINTS 0.00 8.39 4.73 5.01 2.49 2.75 0.00 8.54 5.00 5.35 2.97 3.31 -6.77 - 6.56 /74 0.00 -4.15 CON/C/62:047 -3.76 / - 4.56 0.00 - 1.81 - 1.22 - 2.09 0.00 PAGE MSU STRESS -II VERSION 9/89 :- DATE: 01/07/98 -- TIME `.OF DAY: 14:45:37 JOINT FORCE X .5 0.031: 6 0.0.73 7.. 0 : 0.031 .: .0.073 JOINT FORCE .X 1 , :" 0.000 0.000' 0.000 - 0.215 - 0 0.000 0.000 0:000 "3. 14 FREE JOINT X- DISPLACEMENT 5 0,2662' 6 0.4419.. 7 05309 9 0.2662 10 0.4419 11 0:5309 FORCE Y 0:094 -0.050 0.014 2.318 '. 2.318 0.103 0.068 0.031 JOINT. DISPLACEMENTS REACTIONS;APPLIED:LOADS SUPPORT JOINTS 0.0000 0.0000 0.0000 0.0000 0:0000 0.0000 0.0000 0.0000 Y- DISPLACEMENT . ROTATION - 0.0068 ' 0.0011 - 0.0130 -0.0907 - 0.0160 - 0.0004 - 0.0068 - 0.0010 - 0.0130 -0.0005 0.0160 - 0.0001 ROTATION 0.0004 0.0001 :. - 0.0002 - 0.0096 - 0.0096 0.0006 0.0006 0.0004 SUPPORT JOINT DISPLACEMENTS JOINT X- DISPLACEMENT 1 0.2662 2 0.4419 3 0.5309 4 0.0000 8 0.0000 12 0.2662 13 0.4419 14 0.5309 Stress Factor 1.333 Point P M Lx Ly 9 2.3 8.5 39.0 41.0 10 1.6 5.4 54.0 41.0 0.8 3.3 51.0 41.0 0.0. 0.0 51.0 41.0. 0 0.0 0.0 51.0 41.0 0 0.0 0.0 51.0 41.0 Beam-Column. Check C 3.000x 1.625x 0.090 A = 0.460 in2 Sx = 0.446 in3 Rx = 1.206 in kx = 1.00 Load Beam Check w/ 25% added to one pallet load M = .282 PL = 13.96 k-in 7;;IVe# 01/07/98 Fy '= 50 ksi Ry ky = 0.659 in 1.00 Pcap Mcap 13.35 17.83 13.35 17.83 13.35 17.83 13.35 17.83 13.35 17,83 13.35' 17.83 5.75x 2.750x 0.075 Fy = 50 ksi A = 1.226 in2 E = 29,500 E3 ksi Sx = 1.626 in3 Ix = 4.849 in4 Length = 132 inches Pallet Load 1500 lbs Assume 0.5 pallet load on each beam M = PL/8= 12.38 k-in fb = 7.61 ksi Fb = 30 ksi - Mcap = 48.77 k-in 65.02 k-in with 1/3 increase, Deft = 0.16 in = L/ 841 /•;4.$' 44 f Yc'er7C4 14: • (z (/5no') -7 Oa 6. /a 3 4/87 677;1 -(/d1)- rags /X) /244wir Ae)304/M 4-"f /4-4-e Ratio. 65% 42%. - 25W' OW . 0%. • 25% 29% cd e-7) COMPLETE 1:4 COMMENTS !nth Coax'. Cc i'/ PLAN REVIEW / ROUTING SLIP D Celt* DATE_HZ_ ACTIVITY NUMBER PROJECT NAME D PARTMENT: 4744. ING DIVI L_1 I I RKS � Iv� FIRE REVENTION ^ 011 0 I DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE TUES /THURS ROUTING: PLEASE ROUTE El ROUTED BY STAFF [J (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE I I APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS ❑ REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED APPROVED W/ CONDITIONS p DUE DATE NOT APPLICABLE 0 • NO FURTHER REVIEW REQUIRED REVIEWERS INITIAL DATE C:ROUTE -F PLANNIN AIVISION PERMIT COORDINATOR lip DUE DATE I21-9 8 NOT APPROVED (attach comments) El DUE DATE NOT APPROVED (attach comments) (Cerdficadon of occupancy required. ) Fire Department Review Control #D98 -0006 (510) Dear Sir: City of Tukwila Fire Department January 14, 1998 Re: Westech Building Products Storage Systems - 17680 West Valley Highway The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 108:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 3. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 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, John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • .Phone: (206) 575-4404 • Fax (206) 57.5-4439 Fire Department K emperor:' any 'Other representative designated,and /o re"cognized The City of Tukwi.la,.prior to submittal: to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance' #1742) 4' Alt electrical work and equipment shall conform strictly to the standards of The National Electrical Code (NFPA 70) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. The Tukwila Fire Prevention Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Far (206) 57$4439 b6T6 TSZ 90E F 00S3N00' 3,000 LBO. PER LEVEL } I 3,000 LBS I PER LEVEL _2' --0" 1.32" 3,000 LES. PER LEVEL FRONT VIEW ( "A' RACK) -\ A Dq8 000G 5 EL. „ _ RACK END VIEW "B" & "C" RACK 12' -0" VI INTERLAKE UPRIGHT FRAME M0D# 25 —. 12' H X 44" D W /STANDARD FOOT PLATE 132" 12' -0" 7' -9" FRONT VIEW ( "0" RACK) (VERTICAL BOX STORAGE) f 132" 1,500 LBS, PER LEVEL 1,500 LBS, PER LEVEL 1,500 LBS. PER LEVEL 39" TDB —f FRONT VIEW C "B" RACK) INTERLAKE LOAD MOD # 895B — 5 (ND FRONT BEAM TOP AND BOTTOM 1 7' -9" BEAM — TYPICAL 3/4" X 132" @ 7' -9" ONLY) \/ SCALE! 1/2" =1' —O" P 29' -7" \\ A 57' -5" WTECH.DWG 151' THIS DRAWING AND THE INFORMATION CONTAINED HEREIN IS THE PROPERTY OF UNESCO STORAGE SYSTEMS INC. AND SHALL NOT BE USED OR DISCLOSED WITHOUT THE EXPRESS WRITTEN PER— MISSION OF CONESCO. DRAWING SUBJECT TO RETURN UPON DEMAND. L B B 1 B C lC C _1�1 , J A TEA C A L A � 5 0 „ -132" C B V I — \A/SCALD 1/4" =I1 SCALE: NOTED APPROVALS: DATE' 12/17/97 TITLE Rack Layout /Elevations 44" - 22' 1" CUSTOMER WESTECH BUILDING PRODUCTS / l C O 1� n E S C O 1101 WILEY RD. 7745 1st AVE. S. l a SHAURBURD 1L 60173 SEATTLE, VA 983 0708) 882 -0207 (2061 762 -5969 STORAGE SYSTEMS INC. FAX 01087882 -0811 FAX 02061762-6538 105 -4" am Inal Me Pan C6484 .,Dm�.a�s eye DRAWING NO, WTEC -1 REVISION NC CTY OFATO OF 7 A JAN 1 21998 PXRMRCEWEB !DRAWN F. PALMER 4495 JASON ST. DENVER CO 85211 ]03) 455 -7080 FAX 4303)455 -7006 SHEET 1 . OF