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Home My WebLink AboutPermit 4748 - VWR Textiles and Supplies - Storage RacksCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT PERMIT # 41/ 7``(S Control # 87 -191 T.I. (Rack Storage) 1161 Andover Park W Suite # Tenant VWR Textiles & Supplies Warehouse /Storage Assessors Account # Warehouse Property Associates Phone # 329 -7075 3201 Fairview Ave. E., Seattle, WA Zip Phone # FOR BUILDING PERMIT ONLY Zip S q • Ft. AFT. Office Storage/ e W hous Retail Other Occ. Load 2nd F1. 3rd F1. Total Fire Protection: J Sprinklers 0 Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 10,000 Bldg. Permit Fee Receipt # 7,--67 $ 62.00 Plan Check Fee Receipt # $ Demolition Receipt # $ Surcharges Receipt # $ 1.50 Other Receipt # $ Other Receipt # $= $ 63.50 TOTAL FOR SIGN PERMIT ONLY (J Permanent C1 Temporary [] Single Face J Double Face j Wall Mounted El Free Standing [J Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions IIIIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK l5 SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CE IFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING S TYPE OF WORK WILL BE TIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE CANCEL THE PROV1S�Tj7NS �OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 2, Signed ar �� ,� l� Date y - 2 - Q, 7 LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER - BUILDER, DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( 1 1, as owner of the property, am exclu ively cont ctingy(ith licensed contractor's to construct the project. Owner (signature) \ W R. ��5 + Date a� — ? /\f' W v ,/t ?.4r1c, r.L rq t's"*""t1TY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. (Rack Storage) BUILDING PERMIT r PERMIT # 7l.-f.S) Control # 87 -191 1161 Andover Park W Warehouse /Storage Warehouse Property 3201 Fairview Ave. FOR BUILDING PERMIT ONLY Suite # Tenant VWR Textiles & Supplies Assessors Account # Aswociates Phone # 329 -7075 E., Seattle, WA Zip Phone # Zip S Sq. Ft. Office St Warehouse Retail Other Occ. Load 1st 3rd 1. Total Fire Protection: [( Sprinklers 0 Detectors Zoning._. _ 'Type' of Construction- Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $' sq. ft. @ other $ Total Valuation of Construction $ 10,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # 'W'`' $ 62.00 Receipt # $ Receipt # $ Receipt # $ 1.54 Receipt # $ Receipt # $ FOR SIGN PERMIT ONLY 0 Permanent 0 Temporary [[Single Face [[ Double Face J Wall Mounted J Free Standing J Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK 0R•CONSTRUCT.ION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WdRK) IS COMMENCED. I HEREBY C TIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING gf H 5 TYPE OF WORK WILL BE C IED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE: t) CANCEL THE PROV1 ,N /F ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Date c a 7 ,.\ Signed _ a.. -. 4.-3 � �% ."1..^ c U1� LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signature) ( ) I, as owner of the offered for sale. ( ) 1, as owner of the property, am ezclu ively Owner (signature) V w Tom. -1 5 OWNER - BUILDER.DECLARATION property, or my employees, with wages as their sole 'compensation, will do the work, and the structure is not intended or contntaac/t�in ith licensed contractor's to construct the project. S td .4 Yrer� --�=� Date C'a * CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tu'{.wi1a, Washington 98188 (206) 433 -1849 Type of Inspection - / de4S Site Address //4/ he,44,t"#- ,4M iC/ej- Requestor Special Instructions PS .+.cK+w.�� an.. �. �nuarn+ xSM+ ii+ to !rxi'.15cT'mxY��;1.1�SG�iu�.'� INSPECT , N RECORD PERMIT # %yfT . Date 2// j /Se Date Wanted y//8/S ' ik a.m. p.m. Project1//7 /PXZ�� 5 r` 5rra�a�Ps Phone # Inspection Results /Comments: Inspector 4rope Date le/ 08; City of Tukwila 1 MayoranDusen Fi re Department Hubert H. Crawley Fire Chief May. 19, 1987 Mr. Craig Johnson VWR Textiles and Supplies 8210 South 212th Kent, Washington 98032 Dear Mr. Johnson: In previous discussions we have discussed the storage of flammable and combustible materials. The letter you sent represents an acceptable level of storage and an acceptable sprinkler system. The actual storage will be inspected to conform with the Uniform Fire Code Articles 79 and 81. Rack storage over 8' high requires Building Department approval. Your letter and this letter will serve as the basis of your storage requirements. Please inform us if your amount of storage increases beyond the amount stated. Special care should be taken in the storage of aerosol cans, so that in the event of fire the final target of the aerosol cans is protected from flame spread. Thank you for your time. Sincerely, David Ray Fire Prevention Off icer. DLR:ncd • RECEIVED CITY.- OF TUMIILA 2 111)ll.D NG :DEP1 City of Tukwila, Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575.4404. May 4, 1987 Mr. David Ray Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 Dear David: In response to our discussion on Wednesday, April 29, 1987, we wish to inform you of our intensions to store flammable or hazardous materials at proposed location, 1161 Andover Park West. We currently stock only two products that are classified as "Flammable or Hazardous." They are both Level I Flammableknown by the trade names of Camie's (VWR label) #300 Spray Adhesive and 3M's Super 74 Foam Fast Adhesive. Both are packaged in 24,fluid ounce aerosol cans, six cans per case. We will stock a maximum of 200 gallons equivalent. Further information on these products is provided on attached material safety data sheets. Being in the wholesale distribution business of upholstery, fabrics, and supplies, we keep these products in original factory packaging while in storage with the exception of a few cans used for our own packaging and labeling use. We will be installing the proposed warehouse with four 2ATBC dry chemical - type fire extinguishers and would appreciate your recommendation in placing these within the facility. It is our company's policy to provide safe working conditions for all employees and customers and to comply fully with local, state, and Federal regulations. We intend to keep the City of Tukwila Fire Department informed of any changes in storage of 'flammable and /or hazardous materials. •.! Regarding the. sprinkler system, ;it covers the office and r ar house a}we s • •ti,,NIN, and is designed at a rate of-39 gallons per minufe ewer a 5600 square foot area. George Broom and I enjoyed our meeting with you and Doug Gibbs and we particulary appreciate your accomodating approach to our business application. RUCED CITY OF TUIcWILA rc3:1 1K7 suit D Ny perV Sincerely, raig Jensen, Operations and Sales Supervision /slb c: Doug Gibbs, City of Tukwila Fire Department George Broom, VWR Textiles and Supplies CONSULTING ENGINEERS /CIVIL AND STRUCTURAL 'J j _ �J May 22, 1987 Engineered Storage Products 1033 - 6th Avenue South Seattle, Washington 98134 Attn: Mr. Don Robinson RE: Seismic Analysis of Storage Racks for VWR Textiles and Supplies, Tukwila, Washington R.E. Job No. 8705 -101 Dear Mr. Robinson: The seismic anaylsis which you requested requires a bolting system detailed on Page 2 of the attached calculations. These results were obtained using the 1985 UBC .( Seismic Zone 3) and the loading and geometry described on Page 1 of.the attached calculations. The bolting system described above will accept a resisting force deemed adequate per the 1985 UBC Standard for seismic loading with respect to overturning for this storage rack configuration and loading. If you have any further questions, please contact me. Sincerely, e 4 eoe Alan F. Poe, EIT AFP:jr RECENE CITY OF TUKWILA BUILDING per"." 'RUPERT ENGINE( IG, INC. 1501 W. Valley Higtiwa, . 4 . Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 s1 ,s,A-cv..._. A:),...,•..1—,-ts.w.. JOB \A),,,) Y...__YA&X.& -7-4.A1-4.G..C.• V-4*.C.,,Y..... SHEET NO 1 OF S CALCULATED BY /1..c. V. DATE i k S. /S .-4 CHECKED BY DATE SCALE I 1 .. , .. ..1... . 1.. i • , •i • ; • .... 1 . i ... . ... ... 1 .. .. ..i . , • F 1 V IA , 0 \ , SA.C.i.....c....! i 1 - k - r E. S 7. . A a ,%. . _ . . , c z %L.c...,%1/4 .,....., 'V ar\‘ ,6_)6.6-4. (_.2..0) l....) 1 I ; j _ I ,, f . 1. • I I I I ; f C I A, C) \ 4 ..D 1 I 1 • • • I i 4 ... .. ....... I • •• 1%) 'Sock, . ; ; . L..E.I..ra..'.- , t..,.....3 k. ks k........ k...._, L. Clzoa-c_c... 0 . . - 27. e ,..."- 1...,,,:,%-' ...", , Let Il) , • , 127cz=rAlr, 0 I I.G,V1/44c; • rkic S LA • 1, ( t4 . .. . , . . , . . . , . . . . , . . , • : . . • . . ELE.VA.:7\e‘ rrilVTLIVr.14A B011.61N4 DP% 1:1:.1! M t i I I I ! I I I i P1100UCI 1044 /?Inc. We& Mau 01471. 'RUPERT ENGINEF/ 1G, INC. 1501 W. Valley Highwa (J. Ste. 101 P.O. Box 836 AUBURN, WASHINGTON 98071 (206) 833-7776 JOB VWR. ( : —" 5. SHEET NO Z OF .S CALCULATED BY tj..*° P DATE S ( tz X84 CHECKED BY DATE SCALE i i i , i I i I I ■. i . �, j i .i s . i _.�� z' - itv,.- ; ' . vt). x.34` ' :- ... . 4 •c_°A, . t 1 "c". ..R 7443. ".. ` I TOP\ -t'-1c;tJAi_• ; -- 3.144) •S - /•OaNT\o'N..k.A-.. ....f CJ<. . V-16-c .: @. €!s of . E.PE-14.-4. sd`i ,5, i t /S. 4 c • Z4s * MOM NCI Ins. Gnat Rat 014/1. • 'RUPERT ENGINEE/ 1G, INC. JOB 1501 W. Valley Highwa) Ste. 101 P.O. Box 836 SHEET NO OF AUBURN, WASHINGTON 98071 P**" S /LI 764 CALCULATED BY DATE (206) 833-7776 CHECKED BY DATE SCALE I 1 I 1 1 ! 1 1 I ! ....t. ... i..... 111 ' '' .. '''' i I E€.■T.1,1 - .... ' tm'v.-=- . '' )-• .1i ; ' 1. 1 1 ., ; : i ! 1 l j1f1 1 1 : de 9 .11: 1 . i ..%.. .1.,.k..°i; 1 , . 1 , ...I 1,1 ; ; i I 'S. 1 —‘I LI ; f; li 1 • k‹. 1 .. . >1 Dm Illi /7 i . I PI ; ,—, __ -. i 5 )l_ 1 L Ast. 4I • . . ,..5 .. . ... . , , I , w ‘AI•kotri441 ki.4 ,'#c., "•.•I' , 1 • . : . . i . I I 4.\4.1 #■..- Ctn... t...c4:::■ a. 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Tru oiler' Wedge Anchors FEATURES Hole size = bolt size —Ideal when work being attached is drilled while in position, and drilling continues into the concrete, eliminating the need for templates and double handling. One piece wrap - around expansion sleeve — Provides true 360° hole contact for greater reliability. The large expansion sleeve area also reduces concrete unit stress. Works in bottomless hole —The bottom of the hole is not needed to set the anchor. In most applications, the anchor is set as the object is fastened in place. Supplied as a complete unit —Nuts and washers are packaged with each box of TruBolt anchors to simplify installation and reduce inventories. INSTALLATION Hole is to be drilled the same diameter as anchor, to any depth equal to or greater than the required embedment, using carbide - tipped drill bits conforming to tip diameter tolerances of ANSI B94, 12 -77. Drill hole. 4/ : p 7. • iya Af t 1 — ::• ¢r : :4, 0..' -:t: .....i• 144 fi") � ,;. il. +:. : , • i { a:i r ti G� tS� g.':•,0•;": �: ;..^ ,,'77 '','".4. N ;...lr : T -,:t: 1.`1 { ' % %�t:,: : i. t` tG. 1.., i't11:d:.•.•::; o ,.:T: !:yNt .•:.71v17.1.77e.i 't•,r Y.t....: • . ! .•: %� ,L •:r:, l:a :h i• :,.,, • i y y•.!l :. ,::� : : • «• ,•:;.-,"; .• :t %: f: :':. Z:'i• `�';l Y::c3 ` � t.,.......;: t: :'. ii:+ «.+�..yr�w �C ;_',4 is .1 . 7 , r1 -t•: � '7- -w;' 1 ;I',::.u:tt 51 t.•w..a •,,Z: Y•.•2 ii .— ;1 n•• •ii ..t• �.; I- -d a3 t �;':.• ' +._`�?' .L' • 6'.', .. , Insert anchor in ' Expand anchor by hole. tightening nut. LENGTH IDENTIFICATION CODES Letter Stamp On Anchor Length of Anchor (Inches) Letter Stamp On Anchor Length of Anchor (Inches) From Up to But Not Including From Up to But Not Including A N 1 e9 6 21 soh 1 911 E 1 4 R ' 910 ' H ,5 5 U 13 14 J 6 fit W 14 16 M 7y/ '8 Z 18' 19 2 i'i'!, e' ,.i.i.. l v:,,, •`'ii ,:.'1: !':-: -i: L ..i-L .::., -, <ti. •ate' ='J ;17:.1 :r!34,• -.1:'. .: :.q .,t ura'�r•T*: Ky; K <^ • tet7� } � � r77s1 :77:17••:1-7; . .� .- • - • • '.::v3 �ir..w v-:h S~ Nli :. o�l:.•'r {rl r.•fc I:.><.:^, �';.:... •:r . ., •}.. .. .. s•,. ti612.ii i °'.wl ..:'u. ... ....: .. • • 010, . • jay 1 • le -••• .•••••-• - !..••••: ••rt • .f; 1.•,•••• •• 1.•••.",• tr•- -. • •• • . ' • • t•': 1•7;;•;• • f;;;;;:, : .7% •:J SIZING' INFORMATION & TECHNICAL DATA Anchor 1 Hole Diameter (in.) Standard Molt Catalog Number Stainless Steel TN Bott . Catalog Number "A" Overall Length On.) "B" Thread .Length • (In.) "C" Max. Thickness of Material To Be Anchored , (In,) "D" Embedment Depth For Test (n.) • Test Data . Concrete Strength (psl) 3000 4000 5000 Tension . lbs. Shear Ms. Tension lbs. Shear lbs. Tension lbs. Shear lbs. 714134 7SS14134 1% 34 34 l)4 . 1940 1060 1975 1180 2010 1290 )4 714214 TSS14214 2)4 • 1 1 714314 TSS14314 314 1 2 134 2480 1060 2550 1180 2620 1290 738214 78538214 - 2X 13'i6 34 114* 3610 3890 3875 3890 4150 3890 138300 781538300 3 134 1)4 • 7' 738334 78S311334 334 134 2 738500 — 5 194 3X 434 5810 3890 6130 3890 6460 3890 712234 TSS12234 234 1X 34 234" 5120 7700 6360 7700 7610 7700 712400 TSS12400 4 1% 194 X 712512 TSS12512 534 134 234 4 7710 7700 8890 7700 10070 7700 712700 — 7 134 494 758312 TSS58312 334 134 541e! 234* 8720 11200 9640 11200 10560 11200 758414 — 4)4 13; 1 34 158500 7SS58500 5 134 134 758600 — 6 194 234 758700 TSS58700 7 194 334 5 11810 11200 14930 11200 18040 11200 734434 1SS34434 4 2' 34 334 * 11700 16750 12990 16750 14280 16750 734514 — 5X 2 134 734614 78834614 6)4 2 234 % 734700 — 7 2 3X • . 734812 TSS34812 834 2 ., 434 • 734100 — 10 2 614 9 16980 16750 21130 18050 25290 19570 178600 —, 6 2 194 4' • 16190 19520 17340 19665 18500 19810 34 178500 — 8 2 3% . 178100 — 10 2 594 7 17680 19520 27130 19665 36580 19810 710600 — 6 235 34 434' 19000 26480 20350 29990 21700 33490 1 110900 — 9 214 334 710120 .. 12 234 634 8 24550 36550 32380 36620 40220 40680 711490 — 9 314 234 514° 22960 33940 27550 39240 32140 44530 , 1^ 711412 — 12 334 534 10 39300 48850 45510 53730 51720 57420 X 714.114E — 234 X 114 — — — — — — — 'Minimum Embedment APPROVALS: 1. Underwriters Laboratories—Standard TruBolt diameters %" to 9f," are U.L. listed. 2. Factory Mutual—Standard TruBolt diameters %" to %"are Factory Mutual approved. 3. ICBO—Standard TruBolt anchors are ICBO approved under Report No. 2391. 4. Southern Building Code Congress (SBCC)— TruBoft anchors are approved .under the NOTES: Southern Standard Building Code, Section 103.6 'Alternate Materials and Alternate Methods of Construction" (Report No. 7304). 5. Federal Specifications—TruBolt anchors meet the following specifications: Physical— FF-S-325, Group 11, Type 4, Class 1. Plating—ASTM.B 633-78, Type II, Class FeZn 5, SC-1 and QQ-Z-325C, Type 11, Class 3. 1. All values are average ultimate loads. Industry standard is to apply a minimum factor of safety of 4:1 to ' obtain working loads. 2. Test data based on independent laboratory testing in hardrock concrete. PROF /TABLE STORAGE SPACE FOR YOU Multi-Racks, made only in California, feature a unique, patented double lock construction that eliminates loose parts. Load support beams lock directly into vertical uprights, with- out the use of separate brackets, hooks, bolts and nuts and other parts. As the load support beams slip easily into place, the system can be erected, relocated or adjusted without the use of tools ... quickly, conveniently. As storage require- ments change, load support beams are lifted out and replaced in more desirable positions. There are no extra parts to han- dle or adjust. When you buy Multi-Rack, you are assured of convenience of use, quality, versatility and prompt delivery. Simple, Effortless Assembly SAFET 5 Y BEAM LOCK End lugs in load support beams are positioned opposite horizontal slots in upright. Lugs at end of beam slide into a slot and lock. Simultaneously, the lugs in the face of the brackets lock into canted slot in the face of the upright. Load weight on this system increases the locking power. This double action locking assures great stabil- ity, complete rigidity and structural integrity. 3 DEPENDA B /L / T Y WITH M UL T/- RA CK Clear Span Inches • Safe Load Lbs. Per Pair * ** Deflection Inches 30 18,318 .04 34 16,163 .05 38 14,459 .07 42 13,085 .08 46 11,948 .10 50 10,992 .12 54 10,178 .14 58 9,475 .16 62 8,865 .18 66 8,326 .21 70 7,848 .23 9,561 .21 10,265 197 11,354 .19 70 74 7,425 .26 9,046 .23 9,710 .220 10,742 .21 74 78 7,045 .29 8,584 .26 9,212 .244 10,193 .23 78 82 6,699 .32 8,162 .29 8,763 .270 9,692 .26 82 86 6,386 .35 7,780 .31 8,355 .297 9,239 .28 86 90 6,106 .38 7,439 .34 7,984 .325 6,833 .31 90 94 5,847 .42 7,124 .37 7,644 .355 8,460 .34 94 98 5,605 .45 6,829 .41 7,332 .386 8,110 .37 98 102 5,387, .48 6,564 .43 7,044 .406 7,794 - .39 102 106 :::5,184' .53 . 6,316 .48 6,778 .451 7,500 ,43 106 110 4,996 .57 6,087 .51 6,532 .486 7,228 .46 110 114 4,820 .61 5,873 .55 6,302 .522 6,973 .50 114 118 4,657 .66 5,674 .59 6,089 .559 6,737 .53 118 120 4,500 .67 5,579 .61 5,988 .578 6,625 .55 120 126 4,080 .70 5,313 .67 5,703 .638 6,310 .61 126 132 3,720 .73 5,060 .73 5,443 .700 6,023 .67 132 138 3,400 .77 4,630 .77 5,207 .765 5,761 .73 138 144 3,120 .80 4,250 .80 4,990 .833 5,521 .80 144 • Safe Load Lbs. Per Pair Deflection Inches • Safe Load Lbs. Per Pair * ** Deflection Inches • Safe Load Lbs. Per Pair •• Clear Span NOTE- Load capacities in the table shown above are the safe, uniformly distributed Toad per pair of sup; --t beams. Load support beams longer than 144" clear span opening and!or special capacities are available. Design of beams conforms with American Iron and Steel Institute, "Light Gage Cold Formed Steel Design Manual." Safety factor is 1.65 based on steel with a minimum yield strength of 50,000 psi. Load support beam part numbers are the Model No. with the span added. Example: The part number for a Model No. 30 beam with 106" clear span would be = 30.106. Deflection does nol e)ceed l 180th of the span. IMPORTANT -See page 6 for information regarding selection of correct sites and capacities of load support beams and uprights. 5 • COMB /NE cERSAT /L /TY - ADAPTABILITY •�-,+a 4 'i Ay.a,. tip` i'.i.;J • 4. -m-• "°±.yx .;r77, . .•��* �' -; °sir Clear Span' • Inches 'rte .it:_riw .4...i 4. • Safe Load Lbs. Per Pair ••• Deflection Inches • Safe Load Lbs. Per Pair Deflection Inches • Safe Load Lbs. Per Pair Deflection Inches 30 10,940 .07 12,238 .05 14,262 .04 30 34 9,660 .08 10,799 .06 12,585 .06 34 38 8,640 .10 9,661 .08 11,258 .07 38 42 7,830 .13 8,743 .10 10,188 .09 42 46 7,140 .15 7,982 .12 9,302 .11 46 50 6,570 .18 7,344 .14 8,558 .13 50 54 6,080 .21 6,800 .17 7,925 .15 54 58 5,660 .24 6,330 .19 7,377 .17 58 62 5,300 .28 5,922 .22 6,902 .20 62 66 4,970 .32 5,563 .25 6,482 .22 66 70 4,690 .35 5,243 .28 6,110 .25 70 74 4,440 .40 4,960 .32 5,781 .28 74 78 4,110 .43 4,707 .35 5,485 .31 78 82 3,780 .46 4,476 .39 5,216 .35 82 86 3,420 .48 4,266 .43 4,972 .38 86 90 3,1 10 .50 4,079 .47 4.754 .42 90 94 2,840 .52 3,907 .52 4,553 .46 94 98 2,600 .54 3,590 .54 4,364 .50 98 102 2,440 .57 3,320 - .56 4,194 .53 102 106 2,250 .59 3,070 .58 4,036 .58 106 110 2,080 .61 2,850 .61 3,740 .61 110 114 1,930 .63 2,650 .63 3,480 .63 114 118 1,820 .66 2,480 .65 3,250 .65 118 120 1,760 .67 2,400 .66 3,140 .66 120 126 1,590 .70 2,170 .70 2,850 .70 126 132 1,440 .73 1,980 .73 2,590 .73 132 138 1,330 .77 1,810 ' .76 2,370 .76 138 144 1,210 .80 1,660 .80 2,180 .80 144 • NOTE =Load capacities in the table shown above are the safe, uniformly distributed toad per pair of support beams. Load support beams longer than 144" clear span opening and /or special capacities are available. Design of beams conforms with American Iron and Steel Institute, "Light Gage Cold•Formed Steel Design Manual." Safety factor Is 1.65 based on steel with a minimum yield strength of 50,000 psi. "toad support beam part numbers are the Model No. with•the span added. Ekample; The part number for a Model No. 30 beam with 106" clear span would be =30.106. ***Deflection does not exceed 1/180th of the span. IMPORTANT -See page 6 for information regarding selection of correct sizes and capacities of Toad support beams and uprights. 'COMB /NE VERSATILITY - ADAPTABILITY •l tY•• r i+ri{ • �A"'''' �iri'i.I.ifi •• Y i�..i Z.ra4•11:Atit/ •ICBL "b• ,h� • • • Clear Span Inches • 1 • • Safe Load Deflection Sale Load Lbs. Per Inches Lbs. Per Pair Pair �fif .,t•r'(�..Inl ■Cag... .Lia m'. �iJ�ix1• a: •.hi 4y� • • 1 ♦ • f • Deflection Inches Safe Load Lbs. Per Pair Deflection Inches • w.. • • Y. s • • Safe Load Deflection Lbs. Per Inches Pair Clear Span • 70 74 78 82 86 90 94 98 102 106 110 114 118 120 126 132 138 144 12,852 12,159 11,538 10,971 10,458 9,999 9,576 9,180 8,822 8,489 8,181 7,893 7,626 7,499 7,142 6,818 6,521 6,249 .17 .19 .21 .24 .26 .29 .31 .34 .36 .40 .43 .46 .49 .51 .56 .61 .67 .73 14,602 13,815 13,109 12,465 11,882 11,361 10,880 10,430 10,024 9,646 9,296 8,969 8,665 8,521 8,115 7,747 7,409 7,100 .16 .18 .20 .22 .24 .26 .29 .31 ,33 .37 .39 .42 .45 .47 .52 .57 .62 .67 16,336 15,453 14,660 13,946 13,297 12,270 12,165 11,669 11,210 10,787 10,395 10,030 9,690 9,529 9,075 8,662 8,286 7,941 .147 .165 .183 .202 .222 .235 .266 .289 .304 .338 .364 .402 .419 .434 .478 .525 .574 .625 17,421 16,482 15,640 14,871 14,176 13,554 12,980 12,444 11,959 11,508 11,091 10,700 10,338 10,166 9,681 9,242 8,840 8,471 .14 .16 .18 .20 .22 .24 .26 .28 .29 .33 .35 .38 .40 .42 .46 .51 .56 .59 70 74 78 82 86 90 94 98 102 106 110 114 118 120 126 132 138 144 ° NOTE -Load capacities in the table shown above are the safe, uniformly distributed load per pair of support beams. Load support beams longer than 144" clear span opening and/or sperial capacities are available. Design of beams conforms with American Iron and Steel Institute, "Light Gage Cold•Formed Steel Design Manual." Safety factor is 1.65 based on steel with a minimum yield strength of 50,000 psi. °° Load support beam part numbers are the Model No. with the span added. Example: The part number for a Model No. 30 beam with 106" clear span would be = 30.106. Deflection does not exceed 1 ,150th of the span. IMPORTANT -Check information on this page regarding selection of correct sizes and capacities of load support beams and uprights, HOW TO SELECT THE PROPER LOAD SUPPORT BEAMS AND UPRIGHTS TO MEET YOUR .LOADING REQUIREMENTS LOAD SUPPORT BEAMS For openings two pallets wide add 10" to the width of the pallets. For openings three pallets wide add 14" to the width of the pallets. Select the load support beams by number for the above minim,Jm lengths of beams (clear width of opening) and capacity required for total pallet load per pair of beams. Rated capacity is per pair with ample safety factor. Vertical height and section of each beam is shown in load support table. 6 • UPRIGHTS Pallets should overhang the load support beams at both front and back a minimum of 2" to 3", Standard upright depths are 30 ", 38" and 44" for standard pallets with 36 ", 42" or 44" and 48" depths Upright height will be determined by the height of each pallet and pallet load, plus 4.6 clearance, plus the height of each load support beam for each opening. If loads are to be stored on top of rack, the overall height should not exceed the maximum fork truck lift less 6 ". Note: Each intermediate upright carries the full load of each tier of openings. (Do not include loads on the floor in calculating upright Toad requirement.) i - DEPENDABILITY WITH MULTI-RACK C 1 H height D STANDARD HEAVY DUTY depth Model No.' Model No" 30 30 MR3.7230 MR4 -7230 32 32 MR3-7232 MR4 -7232 36 36 MR3.7236 MR4.7236 72 38 MR3-7238 MR4-7238 (6') 44 MR3.7244 MR4.7244 48 48 MR3-7248 MR4 -7248 60 60 MR3-7260 MR4 -7260 30 30 MR3.8430 MR4.8430 32 32 MR3-8432 MR4.8432 36 36 MR3.8436 MR4.8436 84 38 MR3.8438 MR4 -8438 (7') 44 MR3.8444 MR4.8444 48 48 MR3-8448 MR4.8448 60 60 MR3.8460 MR4-8460 30 30 MR3.9630 MR4.9630 32 32 MR3.9632 MR4-9632 96 36 38 MR3.9636 MR3.9638 MR4.9636 MR4.9638 (8') 44 MR3.9644 MR4-9644 Q4 48 MR3.96.18 MR4.9648 48 60 MR3.9660 MR4•9660 60 30 MR3.10830 MR4•10830 30 32 MR3.10832 MR4.10832 108 36 38 MR3.10836 MR3.10838 MR4.10836 MR4.10838 (9) 44 MR3.10844 MR4.10844 38 48 MR3.10848 MR4.10848 44 60 MR3.10360 MR4.10860 48 30 MR3.12030 MR4.12030 60 32 MR3.12032 MR4•12032 30 36 MR3.12036 MR4.12036 120 38 MR3.12038 MR4.12038 (10') 44 MR3.12044 MR4.12044 38 48 MR3.12048 MR4.12048 44 60 M3.12060 M R 4.12060 30 MR3.19248 MR3.13230 MR4.13230 60 32 MR3.13232 t,MP4.13232 MEDIATE UPRIGHTS CARRY 1/2 OF THE LOAD OF 36 MR3.13236 MR4.13236 132 38 MR3.13238 MP4.1 ' 23Z (11') 44 MR3.13244 t.',R4.1;244 48 MR3.13248 MR4.13243 60 MR3.13260 MR4.13260 H height D depth STANDARD HEAVY DUTY Model No.• Model No" 30 MR3.14430 MR4-14430 32 MR3.14432 MR4.14432 36 MR3.14436 MR4.14436 144 38 MR3.14438 MR4.14438 (12') 44 MR3 -14444 MR4.14444 48 MR3 -14448 MR4-14448 60 MR3-14460 MR4, 14460 30 MP3.15630 MR4.15630 32 MR3.15632 MR4.15632 36 MR3 -15636 MR4 -15636 156 38 MR3.15638 MR4.15638 (13') 44 MR3.15644 MR4.15644 48 MR3.15648 MR4.15648 60 MR3.15660 MR4.15660 30 MR3.16830 MR4.16830 32 MR3.16832 MR4-16832 36 MR3.16836 MR4.16836 168 38 MR3.16E38 MR4-16838 (14') Q4 MR3.16844 MR4.16844 48 MR3.16848 MR4-16843 60 MR3 -16860 MR4.16860 30 MR3 -18030 MR4.18030 32 MR3.18032 MR4 -18032 36 MR3 -18036 MR4.18036 180 38 MR3.18038 MR4.18038 (15') 44 MR3.18044 MR4.18044 48 MR3.18048 MR4.18048 60 MR3.18060 MR4.18.060 30 MR3.19230 1 MR4.19230 1 32 MR3.19232 MR4.19232 36 /•AR3.19236 MR4.19236 192 38 MR3.19238 MR4.19238 (16') 44 MR3.19244 M.R4.19244 48 MR3.19248 MR4 -19248 60 kAR3.19260 MR4.19260 UPRIGHT LOAD CAPACITY IS CRITICAL AS INTER. MEDIATE UPRIGHTS CARRY 1/2 OF THE LOAD OF THE SUPPORT BEAMS ON EACH SIDE. 1 Must be used with ties or row spacers. MR3 Column''MaxImum' Safe Load a 19,000 .pounds., •'MR4 Column Maximum Safe Load-26,000 pounds Beams adjustable vertically on 3" centers. Capacities do not include any provision for seismic loading. OTHER SIZES AND CAPACITIES ARE AVAILABLE. CONTACT OUR ENGINEERING DEPARTMENT FOR COMPLETE INFORMATION. • rielatgt R Wedge Anchors FEATURES Hole size = bolt size —Ideal when work being attached is drilled while in position, and drilling continues into the concrete, eliminating the need for templates and double handling. One piece wrap - around expansion sleeve — Provides true 360° hole contact for greater reliability. The large expansion sleeve area also reduces concrete unit stress. Works in bottomless hole —The bottom of the hole is not needed to set the anchor. In most applications, the anchor is set as the object is fastened in place. Supplied as a complete unit —Nuts and washers are packaged with each box of TruBolt anchors to simplify installation and reduce inventories. INSTALLATION Hole is to be drilled the same diameter as anchor, to any depth equal to or greater than the required embedment, using carbide - tipped drill bits conforming to tip diameter tolerances of ANSI 894, 12 -77. Drill hole. Insert anchor in ' Expand anchor by 'hole. tightening nut. LENGTH IDENTIFICATION CODES Letter Stamp On Anchor Length of Anchor (Inches) Letter Stamp On Anchor Length of Anchor (Inches) From Up to But Not Including From • Up to But Not Including A 6 C 0 E 12 21/2 3 Syr 21 3 1 38 0 P • R 81/2 9 1 ' X10 t 9 91 0 : • 11 F G J 41 8 5 1 I *<C■Im 12 • 15 13 16 1 • 714 78 Y 18' • 18 ECEIVED CITY OF UJKWU.A Eu11;6111(1: W' 4(5 c° • * ,_:a •5714,7 :._.. . • • ''''"....;'''a ' }M KK ,...,17.7,..E.:...44...rzi r.......,t,„.....,. ,• ......1 ••. ,:.c:i %....,..ix tr.„_.„.„...., t ..,-:-. 57.-.1 it7. r.,;rti KLilr. • . ;.4 v. t; �..''t/ �r'�fVl i'..�. -•-e mow!! }�j i.•'%'•. .,. .. :.�, �' r.•. .:: }. �� G 1.. �:i t:'I7'i �'::�� ", � Tim•'• ::.:i ,. .,.. y ,..,,,,,,.. :` r, A,. .1. (J': Ml N J ^�.:..., 'J.•. 1 G'•:J :i r4, .. •� . .;t7,' hr;' ::C e...........::: \' i:• CY:i� i� (S' -,-t..** ')rh w�:. .• i it •l ":': ! t . 1 • M %.::;'..- ••� 11 it'•-ii u• iL'� . �� -,•1: rri— 'i1'.�,:� i:'.i': y :..fry.' �•r & . • .•.t . r i?:: "' !• �:qi �.yy 'r j :C :n•.. 4 i ".n :.� i.'+7 it !.:: }1 't:.. %'1 . ••c•...' :� 'v , i:y ,4s .• ..� •; ;; %; .:%i L:: :•'..' (J S: :; ?;.': I' :,4i Jl•...t Lys r7' `•r;'.y" yam: k M't•¢Mx•- ^!i7'. ~f ..t; ':%� • :`,.1 •,�+ tl •r.;r:. r 4: rf j . �:7G ti:'. •:�....it. •.,r :v . • . 4 .i?L2t ,7L� Lav:'tti ii•1': l'* •:.1' t{ �ri -' ..'7!< ., •... ... t.. t' -•q .'':g:; ':. •`.r. ;•*:,..:.; .::1•.• , :.. ,....::L !:::-.-1 i `t �.):a - ,' � :%L :1 •'.. r," ,.fir r:-.1••• ..•,!• .,y a-i t:.:,:....., tIj J f ,. •J .}, =,• • ,.� •i r�:.V� Li` :c '1' J,-.t:,.:.;r::: J... ; •!'. •. .f •- i.; 1 'i 1 •. i,; . -Y :.vti rear ". a>.5n• J.:'•'1 '"Mti C .. ,:.'•.1-.. -: ?•4rr,, •-.•• , _ %�,` l: : r • 1!,:., j: +{ :7 t• jam.: • :K, is 4. if:� ..r.L tf•..w a•�+.i LS:e•:•>: ,• , =n44 1$.44. •i :u:::..•. .� f.....:.' ►.•':-4 : /ise1 '.y, ..)... '.i•' :J', -• :y1.4'. -' i.•rr„y71 y.• .' :'' it "r. i r:.v t•.•yrt vit tl -'..•1 •1.,.r• -'.'! %.:...t.• . - •V/•T,::i 1,*' tv;i1 -;ra w..X u.•;r=. . Ri•r ....?....7. t•'\ t.' • 7.:q 7 •''t f.... Y.4' J I . - I Iii w• rrq -7-n .,.,7 .,r -w ..r...t -1 .1 ,. ' r' •••• -•i ...4. .4.:, - i.•..i '....;.:111 .• -r4 ....... :4 :` I.:...11.,'..1.. .1 :7 :'•... •r:,rj •-� :q `s..:,1 •Irp, r.wdF t:•4 L, M' ;tv. :1..T, ■r.--..:r'- - cJ :, •• � :' • .UJ r• :r: 0.' :zi. :Li :::i Li :4i :i.tJ ,r_°• , .:... -•, '-•• i • - • ' C • r • A 3 • 4 57.5- . v • r• ■•••!: 1::!-•; .• ;..• • 1•:.;••• ••• •7•:. • SIZING INFORMATION & TECHNICAL DATA Anchor & Hole Diameter On.) Standard Tru Bort Catalog Number Stainless Steel 'Ina Bolt . Catalog Number "A" Overall Length (In.) "Et" Thread .Length • (in.) "C" Max. Thickness of Material To Be Anchored (in.) ..cr Embedment Depth For Test On.) • Test Data . Concrete Strength (psi) 3000 4000 5000 Tension lbs, Shear Ibs. Tension lbs. Shear Ibs. Tension lbs. Shear lbs. 114134 TSS14134 134 % 14 1)4' . 1940 1060 1975 1180 2010 1290 34 114214 1SS14214 234 • 1 1 114314 T5514314 336 1 2 1)4 2480 1060 2550 1180 2620 1290 138214 TSS38214 - 2% 13 3 X 1%* 3610 3890 3875 3890 4150 3890 % T38300 138334 TSS38300 1SS38334 3 334 134 134 134 2 • 138500 — 5 1% 3% 4X 5810 3890 6130 3890 6460 3890 112234 TS512234 234 134 14 . 234* 5120 7700 6360 7700 7610 7700 X 112400 112512 TSS12400 TSS12512 4 514 114 1)4 134 2% • 4 . 7710 7700 8890 7700 10070 7700 112700 — 7 1% 434 158312 1SS58312 314 114 Mt 234* 8720 11200 9640 11200 10560 11200 158414 — 434 134 1 14 158500 15558500 5 134 134 158600 — 6 134 234 158700 TSS58700 7 134 334 5 11810 11200 14930 11200 18040 11200 134434 1S534434 434 2' X 334* 11700 16750 12990 16750 14280 16750 T34514 — 5)4 2 1% v T34614 TSS34614 634 2 2)4 '', T34700 — 7 2 33/, . • T34812 • TSS34812 814 2 _ 434 • 134100 — 10 2 6% 9 16980 16750 21130 18050 25290 19570 T78600 —. 6 2 134 4* • 16190 19520 17340 19665 18500 19810 54 179800 — 8 2 334 . nano — 10 2 534 7 17680 19520 27130 19665 36580 19810 • 110600 6 2)4 34 4%* 19000 26480 20350 29990 21700 33490 1 110900 — 9 23.4 334 110120 -: 12 2)4 634 8 24550 36550 32380 38620 40220 40680 v 111490 — 9 334 2% 534* 22960 33940 27550 39240 32140 44530 --/". 111412 — 12 33.4 534 10 39300 48850 45510 53730 51720 57420 X T14-114E — 234 14 1% — — — — — — — 'Minimum Embedment APPROVALS: 1. Underwriters Laboratories—Standard TruBolt diameters %" to %I" are U.L. listed. 2. Factory Mutual—Standard TruBoll diameters %" to W are Factory Mutual approved. 3. ICBO—Standard TruBolt anchors are ICBO approved under Report No. 2391. 4. Southern Building Code Congress (SBCC)— TruBolt anchors are approvec•under the NOTES: Southern Standard Building Code, Section 103.6 'Alternate Materials and Alternate Methods of Construction" (Report No. 7304), 5. Federal Specifications—TruBolt anchors meet the following specifications: Physical—FF-S-325, Group 11, Type 4, Class 1. Plating—ASTM B 633-78, Type II, Class FeZn 5, • SC-1 and QQ-Z-325C, Type II, Class 3. 1. All values are average ultimate loads. Industry standard is to apply a minimum factor of safety 0( 4:110 obtain working loads. 2. Test data based on independent laboratory testing in hardrock concrete. 'I: ET • r.ts ri'vrrk 7.1r 1.7.F( Ir.% F.:7 Mr.. 17.:.;.7.1,4-tr.151.77- rr,77; t,g; • 4W eiW;• :XL ; . jr:V 1 E7;11•FF,t:",': 7 ,c. L.4;:.1; 0.‘ DROF /TABLE STORAGE SPACE FOR YOU Multi•Racks, made only in California, feature a unique, patented double lock construction that eliminates loose parts. Load support beams lock directly into vertical uprights, with- out the use of separate brackets, hooks, bolts and nuts and other parts. As the Toad support beams slip easily into place, the system can be erected, relocated or adjusted without the use of tools .. . quickly, conveniently. As storage require- ments change, load support beams are lifted out and replaced in more desirable positions. There are no extra parts to han- dle or adjust. When you buy Multi-Rack, you are assured of convenience of use, quality, versatility and prompt delivery. Simple, Effort less Assembly SAFETY BEAM LOCK •:', j1 _ /_.'. ( nom:! :.di,:r.,� • te` ?.- 1'�... �'.arLiii�F.�y.*j. JiL 1 II I1 LI II .. II ~ • (.1 i' 3 DEPENDABILITY WITH MULTI-RACK Deflection Inches 30 34 38 42 46 50' 54 58 62 66 70 74 78 82 86 90 94 98 102 106 110 114 118 120 126 132 138 144 18,318 16,163 14,459 13,085 11,948 10,992 10,178 9,475 8,865 8,326 7,848 7,425 7,045 6,699 6,386 6,106 5,847 5,605 5,387 5,184 4,996 4,820 4,657 4,500 4,080 3,720 3,400 3,120 .04 .05 .07 .08 .10 .12 .14 .16 .18 .21 .23 .26 .29 .32 .35 .38 .42 .45 .48 .53 .57 .61 66 .67 .70 .73 .77 .80 • 9,561 9,046 8,584 8,162 7,780 7,439 7,124 6,829 6,564 6,316 6,087 5,873 5,674 5,579 5,313 5,060 4,630 4,250 .21 .23 .26 .29 .31 .34 .37 .41 .43 .48 .51 .55 .59 .61 .67 .73 .77 .80 10,265 9,710 9,212 8,763 8,355 7,984 7,644 7,332 7,044 6,778 6,532 6,302 6,089 5,988 5,703 5,443 5,207 4,990 .197 . 220 .244 .270 .297 .325 .355 .386 .406 .451 . 486 .522 .559 .578 .638 .700 .765 .833 11,354 10,742 10,193 9,692 9,239 8,833 8,460 8,110 7,794 7,500 7,228 6,973 6,737 6,625 6,310 6,023 5,761 5,521 .19 .21 .23 .26 .28 .31 .34 .37 .39 .43 .46 .50 .53 .55 .61 .67 .73 .80 70 74 78 82 86 90 94 98 102 106 110 114 118 120 126 132 138 144 " NOTE- Load capacities in the table shown above are the safe, uniformly distributed Toad per pair of sup: 11 beams, Load support beams longec than 144" clear span opening and!or special capacities are available. Design of beams conforms with American Iron and Steel Institute, "Light Gage Cold•Formed Steel Design Manual." Safety factor Is 1.65 based �n steel with a minimum yield strength of 50,000 psi. Load support beam part numbers are the Model No. with the span added. Example: The part number for a Modei.No. 30 beam with 106" clear span would be = 30.106. "' Deflection does not a >ceed 1 180th of the span. IMPORTANT -See page 6 for information regarding selection of correct sizes and capacities of load support beams and uprights. 5 f C c COMBINE VERSATILITY - ADAPTABILITY D., r :i" i •r. : .yt r ..'.. !^rte ."r' f. �.• .: S: • �.��'n'a Ti�.•��C!!�'t�.f'`!M rq- .�•- ^�j;7�trt{!!'rC.'•7� T:i••~iw•� a. aaLlet.4rJi.r.YS: ' • • 'au Clear Span" Inches Safe Load Lbs. Per Pair Deflection Inches :: iti!UDt1 �t� • i„ 5 6 _•Id�^.c� '', =.3�s • Safe Load Lbs. Per Pair Deflection Inches • Safe Load Lbs. Per Pair ••• Deflection Inches Clear Span'- • 30 10,940 .07 12,238 .05 14,262 .04 34 9,660 .08 10,799 .06 12,585 .06 38 8,640 .10 9,661 .08 11,258 .07 42 7,830 .13 8,743 .10 10,188 .09 46 7,140 .15 7,982 .12 9,302 .11 50 6,570 .18 7,344 .14 8,558 .13 54 6,080 .21 6,800 ,17 7,92.5 .15 58 5,660 .24 6,330 ,19 7,377 .17 62 5,300 .28 5,922 .22 6,902 .20 66 4,970 .32 5,563 .25 6,482 .22 70 4,690 .35 5,243 .28 6,110 .25 74 4,440 .40 4,960 .32 5,781 .28 78 4,110 .43 4,707 .35 5,485 .31 82 3,780 .46 4,476 .39 5,216 .35 86 3,420 .48 4,266 .43 4,972 .38 90 3,110 .50 4,079 .47 4,754 .42 94 2,840 .52 3,907 .52 4,553 .46 98 2,600 .54 3,590 .54 4,364 .50 102 2,440 .57 3,320 .56 4,194 .53 106 2,250 .59 3,070 .58 4,036 .58 110 2,080 .61 2,850 .61 3,740 ,61 114 1,930 .63 2,650 .63 3,480 .63 118 1,820 .66 2,480 ,65 3,250 .65 120 1,760 .67 2,400 .66 3,140 .66 126 1,590 .70 2,170 .70 2,850 .70 1.32 1,440 .73 1,980 .73 2,590 .73 138 1,330 .77 1,810 .76 2,370 .76 144 1,210 .80 1,660 .80 2,180 .80 30 34 38 42 46 50 54 58 62 66 70 74 78 82 86 90 94 98 102 106 110 114 118 120 126 132 138 144 • NOTE -.Load capacities in the table shown above are the safe, uniformly distributed load per pair of support beams. Load support beams longer than 144" clear span opening and /or special capacities are available. Design of beams conforms with American Iron and Steel Institute, "Light Gage Coid•Formed Steel Design Manual." Safety factor is 1.65 based on steel with a minimum yield strength of 50,000 psi. ••toad support beam part numbers are the Model No, with•the span added. Ekample: The part number for a Model No. 30 beam with 106" clear span would be 30.106. "'Deflection does not exceed 1 /180th of the span. IMPORTANT -See page 6 for information regarding selection of correct sizes and capacities of load support beams and uprights. 1 COMB /NE VERSATILITY - ADAPTABILITY C • Clear Spa n Inches Safe Load Lbs. Per Pair • 1 • Deflection Inches Safe Load Lbs. Per Pair ••• : ..1k•J1�Jf = 4i!,•= v0' r : as t. ._7_ . ."' • AI I rrf� - 1:u. t a�' 41: 1 W ` . _ '�a•�. �it.r.rYY:�` Deflection Inches • ••• • • •• • • • Safe Load Lbs. Per Pair Deflection Inches Safe Load Lbs. Per Pair Deflection Inches Clear Span 70 74 78 82 86 90 94 98 102 106 110 114 118 120 126 132 138 144 12,852 12,159 11,538 10,971 10,458 9,999 9,576 9,180 8,822 8,489 8,181 7,893 7,626 7,499 7,142 6,818 6,521 6,249 .17 .19 .21 .24 .26 .29 .31 .34 .36 .40 .43 .46 .49 .51 .56 .61 .67 .73 14,602 13,815 13,109 12,465 11,882 11,361 10,880 10,430 10,024 9,646 9,296 8,969 8,665 8,521 8,115 7,747 7,409 7,100 .16 .18 .20 .22 .24 .26 .29 .31 .33 .37 .39 .42 .45 .47 .52 .57 .62 .67 16,336 15,453 14,660 13,946 13,297 12,270 12,165 11,669 11,210 10,787 10,395 10,030 9,690 9,529 9,075 8,662 8,286 7,941 .147 .165 .183 .202 .222 .235 .266 .289 .304 .338 .364 .402 .419 .434 .478 .525 .574 .625 17,421 16,482 15,640 14,871 14,176 13,554 12,980 12,444 11,959 11,508 11,091 10,700 10,338 10,166 9,681 9,242 8,840 8,471 .14 .16 .18 .20 .22 .24 .26 .28 .29 .33 .35 .38 .40 .42 .46 .51 .56 .59 70 74 78 82 86 90 94 98 102 106 110 114 118 120 126 132 138 144 • NOTE -Load capacities in the table shown above are the safe, uniformly distributed load per pair of support beams. Load support beams longer than 144" clear span opening and.•or special capacities are available. Design of beams conforms with American Iron and Steel Institute, "Light Gage Cold•Formed Steel Design Manual." Safety factor is 1.65 based on steel with a minimum yield strength of 50.000 psi. ▪ Load support beam part numbers are the Model No, with the span added. Example: The part number for a Model No. 30 beam with 106" clear span would be = 30.106. • Deflection does not exceed 1 180th of the span. IMPORTANT -Check information on this page regarding selection of correct sizes and capacities of load support beams and uprights. HOW TO SELECT THE PROPER LOAD SUPPORT BEAMS AND UPRIGHTS TO MEET YOUR .LOADING REQUIREMENTS LOAD SUPPORT BEAMS For openings two pallets wide add 10" to the width of the pallets. For openings three pallets wide add 14" to the width of the pallets. Select the load support beams by number for the above minimum lengths of beams (clear width of opening) and capacity required for total pallet load per pair of beams. Rated capacity is per pair with ample safety factor. Vertical height and section of each beam is shown in load support table. UPRIGHTS Pallets should overhang the load support beams at both front and back a minimum of 2" to 3". Standard upright depths are 30 ", 38" and 44" for standard pallets with 36". 42" or 44" and 48" depths Upright height will be determined by the height of each pallet and pallet load, plus 4.6 clearance, plus the height of each load support beam for each opening. If loads are to be stored on top of rack. the overall height should not exceed the maximum fork truck lift less 6 ". Note: Each intermediate upright carries the full load of each tier of openings. (Do not include loads on the floor in calculating upright load requirement.) 1 DEPENDABILITY WITH MUL T / -RACK H height D depth STANDARD HEAVY DUTY Model No.' Model No 30 MR3-7230 MP.4-7230 32 MR3-7232 MR4.7232 36 MR3.7236 MR4.7236 72 38 MR3.7238 MR4.7238 (6') 44 MR3.7244 MR4.7244 48 MR3.7248 MR4.7248 60 MR3.7260 MR4.7260 30 MR3.8430 MR4.8430 32 MR3.8432 MR4.8432 36 MR3.8436 MR4.8436 84 38 MR3 -8438 MR4.8438 (7') 44 MR3.8444 MR4.8444 48 MR3.8448 MR4.8448 60 MR3.8460 MR4.8460 30 MR3.9630 MR4.9630 32 MR3.9632 MR4.9632 96 36 38 MR3.9636 MR3.9638 MR4.9636 MR4.9638 (8') 44 MR3.9644 MR4-9644 (14') 48 MR3.9648 MR4.9648 60 MR3.9660 MR4.9660 30 MR3.10330 MR4.10830 32 MR3.10832 MR4.10832 108 36 38 MR3.10836 MR3.10838 MR4.10836 MR4.10838 (9') 44 MR3.10944 MR4.10844 180 48 MR3.10848 MR4.10648 (15') 60 MR3.10860 MR4.10860 30 MR3.12030 MR4.12030 32 MR3.12032 MR4.12032 36 MR3.12036 MR4.12036 120 38 MR3.12038 MR4.12038 (10') 44 MR3.12044 MR4.12044 192 48 MR3.12048 MR4.12048 (16') 60 MR3.12060 MR4.12060 30 MR3.13230 MR4 -13230 32 MR3.1 3232 MR4.13232 UPRIGHT LOAD CAPACITY IS CRITICAL AS INTER. 36 MR3.1 3236 MR4.13236 132 38 MR3.13233 MP4.1 " ^38 (11') 44 MR3.13244 MR4.1 C 244 48 1vMR3.13248 / 4.13243 60 MR3.13260 MR4.13260 H height D depth STANDARD HEAVY DUTY Model No.' Model No 30 MR3.14430 MR4.14430 ' 32 MR3.14432 MR4.14432 36 MR3.14436 b1R4.1 4436 144 38 MR3.14438 MR4.14438 (12') 44 MR3.14444 MR4.14444 48 MR3.14448 MR4 -14448 60 MR3.14460 MR4, 14460 30 MP3.15630 MR4.15630 32 MR3 -15632 MR4.15632 36 MR3.15636 MR4.15636 156 38 MR3.15638 MR4.15638 (13') 44 MR3.15644 MR4•15644 48 MR3.15648 MR4.15648 60 MR3.15660 MR4.15660 30 MR3.16830 MR4.16830 32 AhR3.16832 MR4.16832 36 MR3.16836 MR4.16836 168 38 MR3.16838 MR4•16838 (14') 44 MR3.16844 MR4.16844 48 MR3.16848 MR4•16848 60 MR3.16860 MR4.16860 30 MR3.18030 MR4.18030 32 MR3.18032 MR4•18032 36 MR3 -18036 MR4.18036 180 38 MR3.18038 MR4.18038 (15') 44 MR3.18044 MR4.18C44 48 MR3.18048 MR4.1 £048 60 MR3.1 £060 MR4.12.060 30 MR3.19230 t MR4.19230 t 32 MR3.19232 MR4.19232 36 MR3.19236 MR4.19236 192 38 A•1R3.19238 MR4.19238 (16') 44 MR3.19244 M.R4.19244 48 MR3.19248 MR4.19248 60 MR3.19260 MR4.19260 UPRIGHT LOAD CAPACITY IS CRITICAL AS INTER. MEDIATE UPRIGHTS CARRY IA OF THE LOAD OF THE SUPPORT BEAMS ON EACH SIDE. 1 Must be used with ties or row spacers. 'MR3 Column Maximum Safe Load - 19,000 pounds l Capacities do not include any "MR4 Column Maximum Safe Load - 26,000 pounds ( provision for seismic loading. Beams adjustable vertically on 3" centers. OTHER SIZES AND CAPACITIES ARE AVAILABLE. CONTACT OUR ENGINEERING DEPARTMENT FOR COMPLETE INFORMATION. CITY Of TUKWILA Building Dlvislon 6200 Southcenter Boulevard !1r _Nashington 98188 i 43J -1845 BUI( ING PERMIT APPLIC .' ?'ION Control �fqJ Site Address //: / /7v4-A0 N'" ' Orrr'2%r Suite# Floor# I/ Project Name /Tenant p/j.v,2 7'-�"k�r /rr y rii,4�-''1irr,,f Valuation of Construction /01600 Assessors Account# Property Owner () 1,�.,� v= �b ,s, •).7oe .Q/e7 -7 ./iSf0 c.. Phone "37.i-- -2075" Address .t c% i :l`,''1 IA'Vrrt,... Avc 1 14r7 lc U_1,1. Zip_ Applicant 14./ ,� 7'- . 7,! r r r 54. /./2/,e.r CRA.tel .Zfr NIr/✓ Phone ?7S; 77 ;vime. Address / /// /0))/1,2)r) vt-:/r �.r lit! . Zip '2f'' Architect /Engineer 'i.,,, ,r- 7. , /i ,,e,r7 ,,, , .,e„, . Phone fr 3 3 - 7774 Address /.5.-/ Gt/,6.r7 !!� // ' rf��, /I L/di/AA. 141,1 Zip 7 c? 0 7/ Contractor License# Phone Address Zip Class of Work: New (' Addition [] Tenant Improvement Ei Remodel (residential) Reroof Demolition Interior Demolition [l Other Describe work to be done .,/,4".5;>.:,z . - y.. -,- ,4% `.rr.. ,.(:. tc 'iN t. Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building `j5"F` /cv Square footage of tenant space 7.. -8v Building Use t,/,',;,4'1./-',,,,s-r- :,.7-.,-.7,4'..4%-e-- Will there be a change of use? [l Yes No If yes, describe change of .use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? E Yes a No If yes, explain ''..�,"-.''- 'Ef r-7l9 t /t/ �/t ,/F 7 7C rd I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature) _, `__., - Date �.z, /e 7 (print name) C,�',,i, , ire, v Contact Person (please print ) c�°n, r .r 1�'ran 0,..„ ,,t,- -+., J`r/ v..rf'..vPhone 1_-;- , 777 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 0,00 Receipt# � S b c) Date Paid ,0v• --7 Plan Check Fee (000/345.830) Receipt# Date Pad _ __ . Bldg Code Sur Char'ye (000/386.904) _. 1750 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL 1/1=a_ (OWES: $ 63,5-0 ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entirq Building: FLOOR USE /Occ Type SQ.FT. Oct LOAD USE/Occ Type SQ.FT. OCC LOAD • USEJOcc Tvpq SQ.FT. OCC IOAD TOTAL SQ.FT. TOTAL OCC. U HL ��,l nr•: rnomum sc.:..r.` at.rrr�.�..rrii�l�� TRACKING DATE IN DATE OUT COM t 1 BLDG c/5,�p� ' i �1 b,'),, J Approved for Issuance '�r„„,i„ Type of Const. To Mahan: Date Approved: FIRE Approved (Initials) Per letter dated Fire Protection: 0 Sprinklers ❑ Detectors 0-G5 no-b- 1 )V ' i # ,, h� - PLNG spprovea nitials . • :,' 1 ■ L' 1 U " 1N1 ONS Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated 4- wingnorimPlingeol.meogalloolomo. 1 Cj tf) J 121 Al4i.6 —1 yv FP-.6-1--iou40-, L. 11 I 21 I 31 I -41 I 51 I 6 NO.18 91 if1011111 11(1 M1 1111 till111111 .111111011111=111111161•■=101•11011•1111.1 ••••••••••••■•• FFILE COPY I understand that the Plan Check L.sprovals rre subject to errors and omissions and approval of plans does no authorize the violation cf any adopted code or ordinance Receipt of cc.ntractor's copy of appreved plans acknowledged. ( Permit No t?0.7 (-/Y COM MAY 1 4 1987 /RECEIVED CITY OF TUKWILA cr ORPORATION RAY 2 isopy ORA?, IINOMIRRING REVISION NO. DA T E Univar CORPORATE ENGINEERING 1600 NORTON BUILDING ssAme, wAsHtricnoN 08104 .: BUILDING DEpir4,4 t. --“-- EESCRIPTION DIVISION or SUBSIDIARY: vwg TexriLe6*40eftle4 -A VWE Goprigo.r( ruKwti.LA m4,614warrof,1 EY SCALE: to la.: DATZ: - L-A-(e)u-r DRAWN Wit 00-"a APPROVED BY TItts drawing &WA. &B1 coveted by If Is fhb DRAWING NO. REV. Proo•rti of 110 Ulthqf CorporatIott and Ae perficto , of It h fo be tied wititevt Burk permItilon. D - 14- I I - ...................—