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Permit D02-224 - KING COUNTY / METRO - SOUTH BASE
D02 -224 Metro South Base 12100E Marginal Wy S i ■ .-_ \.4r • ti . w } + City of T ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT . z Parcel No.: 7340600421 Permit Number: D02 -224 w Address: 12100 EAST MARGINAL WY S TUKW Issue Date: 08/09/2002 6 m Suite No: Permit Expires On: 02/05/2003 _10 0 0. Tenant: w Name: METRO SOUTH BASE i H Add ress: 12100 EAST MARGINAL WY S, TUKWILA, WA co u- 1 w 0 : Owner: Name: KING COUNTY Phone: Address: 500 K C ADMIN BLDG, SEATTLE WA CO d Contact Person: Z I Name: FAYE SMITH Phone: 206 263 -5280 H 0 Address: M/S KSC -TR -0431, 201 SOUTH JACKSON STREET Z F– Contractor: D 0 • Name: CUTTER INC Phone: 206 - 781 -9661 0 — Address: 308 N 62ND ST, SEATTLE, WA O H Contractor License No: CUTTEI *030B3 Expiration Date: 01/01/2003 = U . DESCRIPTION OF WORK: I O INSTALLATION OF OVERHEAD PARTS CLEANER CRANE INSIDE BUS MAINTENANCE FACILITY TO LIFT SMALL U co MECHANICAL EQUIPMENT. 0 I Z • Value of Construction: $5,000.00 Fees Collected: $188.06 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 \ Type of Construction: Occupancy per UBC: 0025 , Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. ;; - =:.:: r Landscape Irrigation: N J rAr Moving Oversize Load: N Start Time: End Time: ;' ' Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N 'T" ("km, 4T`{ "q Street Use: N 3 :1 , 7:,:n Water Main Extension: N Private: N Public: N i3k Water Meter: 'A„ . Channelization / Striping:''' +` ** Continued Next Page * *i,:'r` ,'' MAi' 3 , 4 doc: Devperm D02 -224 Printed: 08 -09 -2002 . i r ,.,_,...„ .v .. , 1 ► w/ , J rJ — — - - -__ .T -- ..— • _ . '.4.. - a 0 ti 3 rwainWI c ;ti�i City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • Z Permit Center Authorized Signature: ���" Date: 8r-9'-72 Z CC 2 regulating construction or the !performance of work. I am authorized to sign and obtain this development permit. J �' ��" ,/� WO ' Signature: ( �L.( � 91 `�( Date:, ( .., / 4e1 --- 2 a 1 1 Far u_< Print Name: . (fl, X 341 � lJ 1 T7') co d = H W. 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 ? t-- suspended or abandoned for a period of 180 days from the last inspection. z O W 2 D Dp• 0 ■ { 0 ( =v I— LL Z . Lii U N O ~ Z 4 $ t.r td J { 'r ,, ,..? z .rip, {(( 1 r ib k::„, ri : 7. J doc: Devperm 002 -224 Printed: 08 -09 -2002 n ,., . tt! ;w'uawwL.ewaa.. , _ , #0 ,..A., \ 04., ,•,....„ (!!!J City of l ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 1 (206) 431 -3670 • PERMIT CONDITIONS z a Ei Parcel No.: 7340600421 Permit Number: D02 -224 r" Address: 12100 EAST MARGINAL WY S TUKW Status: ISSUED 6 = Suite No: Applied Date: 07/31/2002 T • enant: METRO SOUTH BASE Issue Date: 08/09/2002 c 0 I JI-- I 1: * *BUILDING DEPARTMENT * ** w O 1 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be g 5 inspected by that agency u. (206- 835 - 1111). N a I 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These _ documents are to be Z tL- r . ., kes' w, Z CITY OF T UK� YI LA 0� Permit Center j li 's ,;; , �� o Project NumGer: , 4, = 6300 Southcenter Blvd., Suite 100 r`s % Tukwila, WA 98188 Perm' umber: (206) 431 -3670 Z-22 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: South Base Maint. Crane Installation $5,000.00 Site Address (include suite number) City State /Zip: Tax Parcel Number: 12100 East Marginal Way S. Tukwila, WA 734060 - 0421 Property Owner: Phone: King County /Metro Transit Street Address: City State /Zip: Fax #: 201 S. Jackson Street. Seattle. WA 98104 Contractor: Cutter Construction L(,C1 V (; ,0 ?) Phone (206) 781 -9661 Street Address: City State /Zip: Fax #: 308 N. 62nd St Seattle, WA Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Mike Stanaszek (206) 684 - 2045 Z Street Addr Cit StateLLzz�� Fax #: Q ��'1 S. Jackson St. Seattle, 41A. 98 (206) 684 - 1900 H w Contact Person: Phone: IY Faye Smith, Agent M/S KSC - TR - 0431 (206) 263 - 5280 6 0 Street Address: City State /Zip: Fax #: JU (2 0 6) 684-1900 0 0 201 S. Jackson St. Seattle, WA 98104 Description of work to be done (please be specific): -J H Installation of Overhead Parts Cleaner Crane u) u_ inside bus maintenance facility to lift small mechanical equipment. w 0 Existing use: CI Retail ❑Restaurant ❑ Multi- family ❑ J Warehouse ❑ Hospital LL , Q ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office d ❑ School /College/University Other Bus Maintenance Facility i- w Proposed use: El Retail ❑ Restaurant ❑ Multi- family El ❑ Hos ital Warehouse p Z 0 ❑ Church 71 I— ❑ Motel /Hotel ❑ Office Z O W ❑ School /College/University XXIX Other Same U 0 Building Square Feet: existing No. of Stories: 1 1/2 Area of construction (sq ft): O 2 0 1- Wi II there be a change of use? ❑ yes in no If yes, extent of change: (Attach additional sheet if necessary) W U Will there be rack storage? ❑ yes a no u- 0 Z W Existing fire protection features: n sprinklers ❑ automatic fire alarm a none ❑ other (specify) 0 2 Will there be storage of flammable/combustible hazardous material in the building? ❑ yes n no Z Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets I 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 I ❑ 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: ❑ Miscellaneous ' mji: 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 mar em possible revision by the Permit Center to comply with current fee schedules. � t 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. Date application accepted: Date application expires: Application taken by: (initials) W' IMO jhlgtAr i- ��•03 Sx $ ' ,, ,, 4IIIN VIM PLEASE SIGN BACK OF APPLICATION FORM � HAWN i t crperniir.rloc L 4 a .. .4'w •' + Wv- .w4mN11XelRy)M' - bed } N „,,,,„.„.„W „. „...,.... .........:....- w,..,Le1••r. ..u�iY:..:C3451Si$�M'!.�r . (r APPLICATI. S MUST RE SUBMITTED WITH T • LLOWING: • ALL DRAWINGS TO BE 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, z 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 I— Z only) 13L 2 11. Location and gross floor area of existing structure with dimensions and setback 6 U 12. Lowest finished floor elevation (if in flood control zone) U 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). u W ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled F— U) w ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 0 any hazardous materials; dimensions of proposed tenant space. J ❑ ❑ Vicinity Map showing location of site d ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack I" _ layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z !— rack. Structural calculations are required for rack storage eight feet and over. z O Il i w ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished 2 U ❑ ❑ Construction details a F— ❑ ❑ w Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water w w supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed tl O sprinkler system design criteria as identified by the Fire Department. iii z ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. H H O ❑ ❑ 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) ❑ ❑ 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 ~ �' PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. �, BUILDING O NER OR AU ORIZED AGEN maw Iwo Signature �� Date: Print name: o� Ph 66 a 3 --5��1'lJ Fax it: .66 to d'S 1 90 v vim Address City /State /Zip (.0 4 _Z7h 2.0iS2- C�/4 , sow Iwo 11/30/00 clperniil.doc dCR4"o: A2R'YY7XrM"smxa�n•n�. r �», . .vx��, }�Ma.•'eNFflrf.or,'Mhaae-,' err'" w,,, . I - .- _ 't>6r �, OtJ1 N itt ,. 4 C of 1 ukw 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ' i i , . Z RECEIPT , _ i- CC Q 2 Parcel No.: 7340600421 Permit Number: D02 -224 J U U O: • Address: 12100 EAST MARGINAL WY S TUKW Status: APPROVED N W Suite No: Applied Date: 07/31/2002 w = I Applicant: METRO SOUTH BASE Issue Date: -J w O 2 ' Receipt No.: R020001158 Payment Amount: 115.75 L Initials: SKS Payment Date: 08/09/2002 12:25 PM co CJ User ID: 1165 Balance: $0.00 H = Zi 1-0 Payee: KING COUNTY - METRO TRANSIT DIVISION w �w U 0 • TRANSACTION LIST: O (— Type Method Description w • w , Amount . Payment Check 4100 115.75 — O lii co I= I 0 ACCOUNT ITEM LIST: z Description Account Code Current Pmts BUILDING - NONRES 000/322.100 111.25 ‘ STATE BUILDING SURCHARGE 000/386.904 4.50 ' Total: 115.75 I ; :.vk a T" :1 B: ;^n 4 , 4 , „P s y.,7� �.l A�� }lt ' ai.r” t,, rF [ ItLAZi '23 Li .10.:119 11'•} `r ; .i.f:i ! f i I i'il.. . ' "i17;1$7:74,;! 1 ;i doc: Receipt Printed: 08 -09 -2002 m *r i i • 4 , T- - r ' • V s. i J 1 "MA r .4� C it of Tukw i 1 a 19011 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ' Z RECEIPT ,_ W Parcel No.: 7340600421 Permit Number: D02 -224 o O • Address: 12100 EAST MARGINAL WY S TUKW Status: PENDING . u) 0 Suite No: Applied Date: 07/31/2002 j = pP -1 H Applicant: SOUTH BASE MAINT. CRANE INSTALLATION Issue Date: to u,,, W O 2 Receipt No.: R020001076 Payment Amount: 72.31 LL Q co . Initials: SKS Payment Date: 07/31/2002 02:53 PM = W User ID: 1165 Balance: $115.75 H x Z1.. 0 N 0 • z . ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 72.31 . Total:72.31 V I ,, t,t(rzi,.,.1 ,N ' MOO .lf.y�� :,Y.:1� a , r 'r) 7th , iv, 4- V s i ; i . . �'. k'; ];:;.'C�1 . ?,'Z.(a TOM_ ", "" ;I r���• � � ; -i Printed: 07 -31 -2002 � { doc: Receipt h, . ._ -- .....M1r( F .....- ____ . ... "---, . . . '. Z , 1 I-- W W •n ' • r ';', , , . ' ' , . ' , , , 1, - , . ,,Z , , , , •, .,., _ ,:„.,;, , ..-.4* .1— .0, , .4 ,-A4c, • ' ■ . , - -,s.r -., r' \ z , 1 t i , E, , r 1 L. ;� I 5 1 , _ r� . .;:,.. . ' Z INSPECTION REfRD i Retain a copy with permit aZ " 4 ' . N w :. '. INSPECTION NO. PE' I /•. J H '`:'. CITY OF TUKWILA BUILDING DIVISION ';'.1 I• i o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 j Pr ject: Type of Inspection: g 5 Address: Date Cal d: = Cl Special Instructions: • to/ Date nted: a.m _ z , '. y ` s`0 p.m. I— O Request : Z F- LU � 1 W : ' : : : - nn .L 00'7 .. /. / L? &42U/W V one o: . - 0 r aro w i. L Approved per. applicable codes. 'Corrections required prior to approval. = U ' • COMMENTS: 1"'"' ' F- ‘-c( w . \i c4P tr \ k ( ` lo 0 -p ...; 7;: . : , P 1 1 .... a v von, /Inv,/ ■ S Mel L ►41 ) z rt 0 ck I I re) O unn f V S 0 . l e IA 4 / 1 `4`0 1" :, 0 otr t v\ 5 - v vw• irire- n r '1- ( r 4 e.'1 . ► . 1k or)._ h(r „P 1 f) pP i i • ■ rr)w.pip a , r f:. A tt .. P .r� f w. ` M "two, . Inspecto . Date: f r R.` . -� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid att300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 41. -.",„: , Receipt No.: Date: :.tea". it!, Ai r ;:' . k � :::�.,, :. , ..„r. , . .... .. .. . _ _ . _....r ,._ _ . .. ... .. , . . ... . .<. � 6 1c dlnxaii 1 . >y tHt( fC1+" ,�;!;MrfAYuYLL'Sx::` C.YYSkM.n ��:., ` �C a »,t 'vf:. n ? tv t: b�: ? � t .:i Y, , a �. , .• ,.. , , .. .•.. �• � , . �•.r•, wA.� .......:. „'kiak,Yr dGilzK•h':� �'i)•�hni r',hG � ' d,�sf,, �a t k��':+ ..�tn ,e,Y•(,;;& _ - . Z W V • INSPECTION REC ID . u u) i tu ca c�-r4 - ✓ Ic_�vic A rl�Uc� 1 , Z k. 1 I , i„,,,, . ,, . 7 Ins ' 4 ' . Inspector: �' ' p /" jj Dater i / , q°',: , El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No.: Date: IIP.,47-,A1:' MATO i s, ,=,';,..,..!,, 1 , .` ... , , r .. . .. . 3.r m., „..dxt,o.... ru4,,,, .4.v,m ,,...,0 .,..t . i4,, ,, -,, i`ei!, 5 1 { . i- -.:fir . I ,'■ , CRANEVEYOR ( CORP. ., 1524 NORTH POTRERO AVENUE (626) 442 -1524 MAILING: P.O. BOX 3727 FAX: (626)442 -7308 z SOUTH EL MONTE, CALIFORNIA 91733 -0727 www.craneveyor.com = r- w FILE COPY WD U o . 1 undentn:l th2:: the Plan Check approvals are CITY t�F TUKWILA u) w H ofor� DATE: ' May 14, 2002 AUG - 2 2002 • PROJECT: T327357, T327361, T327401, T327365 �tO1ED g 5 ITEM: Overhead Crane Systems, Monorail and Jib Crane u.. CUSTOMER: Columbus McKinnon Corp ti.�YLDNG A , = 0 I-w z 1 __ 1- O z '- Attached herewith are 4 sets of revised drawings and calculations and RISA model reports for the W uj items for above project, and are as follows: v o - N Pages 1 through 16 Revised Calculations, RISA Model Diagrams, Reports o H 7 pages • IcBo Report # 4133 AND ER -4627 = Ill . .Drawing 402477 -1 Rev 2 500# Capacity TranStation Crane and Runway I � Drawing 402478 -1 Rev 2 500# Capacity TranStation Crane and Runway L I O Drawing 402479 -1 Rev 2 500# Capacity TranStation Bracket Type Jib Crane ui z Drawing 402480 -1 Rev 2 500# Capacity TranStation Monorail . v w O z CRANEVEYOR CORP. ZJS ENGINEERING SERVICES, INC. 350 S. Miliken Ave. Ste A ' Ontario, CA 91760 , Tel 909-974-4150 . i I By Sam Magluyan By Janos Boros P.E. RECEIVED OS 130 C ITY OF TUKWILA I 402477 5 - 12 - 02 . N$ f `� ° � 1 3 1 2002 h MIT � ( rA i 4 CENTER ' -' i4.: �' r `r i %, ,-- V' ,, t. ±,,,- 4 1 ' ' I IXPIRES 01,/22/ b3. ( n, v i : MAY 16 2002 1 ' • 40, "sb ;£;'r , 0 Zor Z2- tY.. k Overhead Cranes & Hoists • Architectural Railings • Miscellaneous Iron & Steel , _"v.' . . . t:., 4 : x . 1 1 . . ....� • • • ;, Customer: Columbus McKinnon Corp CV Job No.: 402477 • Project No. T327357, T327361 and T327401 •• Item: 500 -Lb Capacity Transtastion Crane /Monorail . ,, to}• at 101 X p I II, a Ii• S i, Z IIJ 1!_i11l�lt ■.� CC o to 0 ;1 , I? glilpr I ;., illE'll' X w Ili . 1,....... _, , Pm I� ,r___ II .. ___' m V _ > 9'M X 0 -4 �' � i 1j; N CO N IL (2 1 w L HUT,mI h .: ' AWE c - _ 2 L ■i1f1•!_ - ` , -_I - u. i 1111 1/11PNPRIP , ko iii , iv, Oval CO D 500 SERIES TRAcX COUPLER F. W i3 C!i ry, (, VIM SET SCREVS Z t f , RE ^ !`' <z > -i• THROUGH BOLTS x I Z 0 A36 MATERIAL • Loads: W w live load 500 lbs U O— N . hoist and trolley •120 lbs 0 F- I 1/2 crane weight 50 W W total without Impact 670 lbs H H 25% impact 168 lbs 1 - 1 - 1 O. . total with Impact 838 lbs Lll Z 1/2 runway dead weight 150 lbs U� I (P) maximum load at end 988 lbs 0 F Z I Check Wall Anchors: (Special Inspection Not Required per UBC Table 21 -E -2 & Table 21 -F) moment arm 5.625 in reaction arm 6.75 in moment . . 5555 lb -in y number of anchors in tension 2 number of anchors in shear 4 dia of bolt through 8" CMU, A307 or ASTM A36 material 1 /2 in • area of bolt 0.196 inA2 Fu of bolt (A307 of ASTM A36) 60 ksi . fm, basic masonry compressive strength 1500 psi allowed tension for anchor = (0.33)(60)(0.196) = 3888 lbs allowed tension, Bt= (0.5)(Ap)sgrt(fm) = 3894 lbs - allowed shear, Bv= 350[fm(Ab)]A0.25 = . 1450 lbs r;,, , allowed tension, UBC 1997 Table 21 -E -2 • use this 2210 lbs • Tr y ; allowed shear, use UBC 1997 Table 21 -F use this 1330 lbs ,, ` fr aPRTh j.' C t.UL..r4) I l. - `) ... _ .. .. ....... .. .. r...0 .,. ,.:a.... .•_ ...... ._.... ... �..: s ... , .. _ .. ... ... _ _ ....,... rvn. wvin+ inwrauwrue *.a.avnnw4e'm�.�N+t�4� , , - ■ . - r - ' ' . : �• Es / Ec 10 Ab(equiv) area of bolts 3.927 inA2 ' , ?' developed anchor tension 472 lbs/ea OK 3 developed anchor shear 247 lbs/ea OK interaction = [(472)/(2,210] +[(247)/(1,330)] = 0.399 < 1.0 OK Check Double Plate: Z `+ depth 6 in i- z thickness 0.25 in Ce .c = Sxx 1.50 inA3 5 y Fbx allowed bending stress 21.6 ksi U 0 • fbx developed bending stress 1.9 ksi /plate OK . co 0 3/16 X 1 1/2 at top and bott, shear cap per plate 17.1 kips OK . W = • J ~ U) Check End Plate: . p g plate thickness -• 0.5 in 2 say, effective width 2.5 in g - Sxx 0.104 u. distance from bolt to edge of weld 1.5 = a moment 708 F- _ Fbx allowed bending stress 27 ksi ? 1-- fbx developed bending stress 6.8 ksi OK w O Check Conc Bearing: m p ui • (Fbr) allowed bearing on masonry = 0.26fm = 390 psi U y) approx bearing area = (2.50)(1.25) = 3.75 inA2 . 0 i - • approx bearing stress on cone 252 psi OK . = U • Track: E- u. f' • O, See RISA reports and diagram 402477- T32757. LLj Z 0. Customer: Columbus McKinnon Corp . • 0 l- 1 CV Job No.: 402477 z ... + Project No. T327365. Item: 500 -Lb Capacity Transtastion Jib Crane Loads: • live load 500 lbs hoist and trolley 100 lbs 1 1 /2 crane weight 50 total without Impact 650 lbs 25% impact 163 lbs (P) maximum load at end 813 lbs Check Top Anchors: (Special Inspection Required per IcBo Report) Check pullout with boom perpendicular to wall r .,. Drillco Maxi -Bolt Anchors, ICBO Report 4133,Table 1, II & Ill, MB -500 -8 1 /4 -6, 1 /2" dia, 6" E 1`;, r.. 5 1 1S: i1L A� . ' •• .: • ..5"'n. 1.14`.: •tt. ...s. it .ir• •..... 1.+J rt.l.... utw....v..... .....«. ....�. _.. ......y e.. «w.....,....,ww.•uu..wr xe.m.xwv.i +swnw.I.YMMItIt.4MJ WIK Ifi }0 {t " \ 1 . . ■ _� • ( .,- .- s. • 1, See RISA reports and diagram ASD, reaction on wall anchors and at base DL +LL= 5061bs standard 30 model calculations 1 • . - .' *Sections Section Database Material Area SA SA I (90,270) I (0,180) T/C , Label Shape Label (In)A2 (0,180) (90,270) (inA4) (inA4) Only TOPCHORD TU2.5X2.5X3 STL 1.64 1.2 1.2 1.42 1.42 BOTTCHORD LT500 STL 1.171 1.2 1.2 1.101 .869 STRUT TU2X2X3 STL 1.27 1.2 1.2 .668 .668 Joint Coordinates z Joint Temperature Joint Label X Coordinate Y Coordinate (ft) (ft) (F) . 1- Z Ni 0 0.791392 0 re 2 N2 1 0.791392 0 6 v N3 3.5 0.791392 0 0 O • i N5 6 0.791392 0 co o • • N6 8.5 0.791392 0 H N7 11 0.791392 0 co u.. N8 • . 13.5 0.791392 0 w O j N9 16.5 0.791392 0 2 N10 • 19 0.791392 0 Q 1 N11 21.5 0.791392 0 co a N12 24 .0.791392 0 H w N13 26.5 0.791392 0 z H N14 29 0.791392 0 I- O N15 30 0.791392 0 11.1 Lu N16 0 0 0 D o . N17 1 0 0 0 0 (0 N18 3.5 0 0 0 1- N20 6 0 0 w w • N21 8.5 0 0 i - H N22 11 0 0 -O N23 13.5 0 0 • z N24 16.5 0 0 H= N25 19 0 0 O 1- N26 21.5 0 0 2 N27 24 0 0 . N28 26.5 0 0 N29 29 0 0 , N30 30 0 0 . Member Data Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length • (degrees) Set TOM AVM AVM (in) (in) (ft) M1 N1 N15 TOPCHORD STL Y 30 M2 N16 N30 BOTTCHORD STL Y 30 M3 N17 N2 STRUT STL M1 M2 .791 ', At M4 N18 N3 STRUT STL M1 M2 .791 ; := 0 M5 N20 N5 STRUT STL M1 M2 .791 -� M6 N21 N6 STRUT STL M1 M2 .791 t� y . , M7 N22 N7 STRUT STL M1 M2 .791 reMO M8 N23 N8 STRUT STL M1 M2 .791 - ` 1 1'' 1 M9 N24 N9 STRUT STL M1 M2 .791 ` M10 N25 N10 STRUT STL M1 M2 .791 u . a,�,. M11 N26 N11 STRUT STL M1 M2 .791 ' 4Lr I t� h. M12 N27 N12 STRUT STL M1 M2 .791 RISA -2D Version 5.5b V i rv i [C: \RISA \Case Models Tracks Jobs \402477- T327357.r2d] Page 1 67 .,. ti f- p`,'ti• ' J: ;.,; . „ «:',:Y kvi. : a( : +.,- ,,,c:: x'9,YS,. t 4E+.. 4 tap "Ata .. A +Fau, ,., . •:. tr. nar,'+ z. .. ntnur .r..,,e,.,r .................. .. ..... .. ..- .. ... .. , . ...: ::: ,,,.- .,:;4.; ,1, 4 , . -( . _r . ■ • . \..., • ,-, • Member Data (continueu) Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length (degrees) Set TOM AVM AVM (in) (in) (ft) M1 N28 N13 STRUT STL M1 M2 .791 M14 N29 N14 STRUT STL M1 M2 .791 Member Point Loads, Category : None, BLC 2 : EndLoad • . Z Member Label I joint J Joint Direction Magnitude Location ( • k, k -ft) (ft or %) 1=- W 1 • M2 I N16 N30 Y -.494 1.75 re g min -.326 1 -4.315 1 -8.027 1 .009 1 LL Pc-5 5 max .17 1 -.596 1 -1.119 1 15.112 1 Z min -.326 1 -4.315 1 - 15.112 1 1.119 1 v cn 1 M12 1' max .025 1 3.749 1 .38 1 11.506 1 • H H min -.428 1 .053 1- 11.506 1 -.38 1 Z 2 max .025 _ 1 3.749 1 .862 1 5.715 1 min -.429 . 1 .053 1 -5.715 1 -.862 1 3 max .024 1 3.749 1 1.833 1 .415 1 min -.429 1 .053 1 -.415 1 -1.833 1 . i 4 max .024 1 3.749 1 7.643 1 -.041 1 min -.43 1 .053 1 .041 1 -7.643 1 . 5 max .023 1 3.749 1 13.8 1 -.159 1 1 min -.43 1 .053• 1 .159 1 -13.8 1 I . M5 1 max .025 1 -.053 1 11.506 1 .38 1 _ min -.428 1 -3.749 1 -.38 1 - 11.506 1 • 2 max .025 1 -.053 1 5.715 1 .862 1 • min -.429 1 -3.749 1 -.862 1 -5.715 1 -=; • 3 max .024 1 -.053 1 .415 1 1.833 1 , . min -.429 1 -3.749 1 -1.833 1 -.415 1 h. <<.:, 4 max .02 1 -.053 1 -.041 1 7.643 1 ` f , ; . • min -.43 1 -3.749 1 • -7.643 1 .041 1 +, , I 5 max .023 1 -.053 1 -.159 1 13.8 1 min - .43 1 -3.749 1 -13.8 1 .159 1 rn ;���`'••;�� M11 1 max .038 1 3.225 1 1.821 1 10.049 1 ' ' 4 min -.415 1 -.469 1 - 10.049 1 -1.821 1 ,;a. t 4 ti . 2 max .037 1 3.225 1 1.441 1 1 5.123 1 'En-4(. ` min -.415 1 , -.469 1 -5.123 1 -1.441 1 , RISA -2D Version 5.5b [C: \RISA \Case Models \Transtation Tracks Jobs \402477- T327357.r2d] Page 3 : 8' "' z i?�P.� 1�4 aiCa a -as a �atvroxn7sn:.».�•«•• • ................,.,., ....._......, ..., ...... _ . ... .. .. , I - • , .-, . , Envelope Member Stresses, (continued) Member Label Section Axial Shear Bending top Bending bot . (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc 3 max .037 1 3.225 1 1.552 1 .688 1 min -.416 v 1 -.469 1 -.688 1 -1.552 1 4 max .036 1 3.225 1 6.513 1 1.102 1 min -.416 1 -.469 1 -1.102 1 -6.513 1 a • 5 max .036 1 3.225 1 11.804 1 1.848 1 min -.417 1 -.469 . 1 -1.848 1- 11.804 1 z M6 1 max .038 1 .469 1 10.049 1 1.821 1 = min -.415 1 -3.225 1 -1.821 1- 10.049 1 1-- w 2 max .037 1 .469 1 5.123 1 1.441 1 2 min -.415 1 -3.225 1 -1.441 1 -5.123 1 _1 0 3 max .037 1 .469 1 .688 1 1.552 1 N o 4 • min -.416 1- -3.225 1 -1.552 1 -.688 1 . u) W 4 max .036 1 .469 1 1.102 1 6.513 1 N LL . min -.416 1 -3.225 1 -6.513 1 -1.102 1 O 5 max .036 1 .469 1 1.848 1 11.804 1 2 min -.417 1 -3.225 1- 11.804 1 -1.848 1 g5 . I M10 1 max .044 1 2.683 1 3.456 1 8.421 1 u. . min -.414 1 -1.008 1 -8.421 1 -3.456 1 = a 2 max .043 1 2.683 1 2.187 1 4.387 1 I-- H • mi n -.415 1 -1.008 1 -4.387 1 -2.187 1 O } 3 max .043 1 2.683 1 1.408 1 .84 1 t z l-- Lu min -.415 1 -1.008 1 -.84 1 -1.408 1 2 n 4 max .042 1 2.683 1 5.5 1 2.138 1 v 0 min -.416 1 -1.008 1 -2.138 1 -5.5 1 0 L 5 max .042 1 2.683 1 v 9.885 1 3.772 1 a w - min -.416 1 -1.008 1 -3.772 1 -9.885 1 m U '. ( M7 1 max .044 1 .1.008 1 8.421 1 3.456 1 u.. P min -.414 1 -2.683 1 -3.456 1 -8.421 1 Ili z _ 2 max .043 1 1.008 1 4.387 1 2.187 1 o min -.415 1 -2.683 1 -2.187 1 -4.387 1 _ 0 /-- 3 max .043 1 1.008 1 .84 1 1.408 1 z min -.415 1 -2.683 1 -1.408 1 -.84 1 _ 4 max .042 1 1.008 1 2.138 1 5.5 1 _ min -.416 1 -2.683 1 -5.5 1 -2.138 1 . _ 5 max .042 1 1.008 1 3.772 1 9.885 _ 1 • • l min -.416 1 -2.683 1 -9.885 1 -3.772 1 I M9 . 1 max .035 1 2.312 1 5.508 1 7.508 _ 1 min -.426 1 -1.695 1 -7.508 1 -5.508 1 2 max .035 1 2.312 1 3.106 1 4.185 1 min -.427 1 -1.695 1 -4.185 1 -3.106 1 3 max .034 1 2.312 1 1.188 1 1.441 1 ' min -.427 1 -1.695 1 -1.441 1 -1.188 1 4 max .034 1 2.312 1 4.75 1 3.557 1 min -.428 1 -1.695 1 -3.557 1 -4.75 1 i 5 max .033 1 2.312 1 8.514 1 6.32 1, ;,: kmi min -.428 1 -1.695 1 -6.32 1 -8.514 1 > f:� .. �a . M8 1 max .035 1 1.695 1 7.508 1 5.508 1 :Was 1a min -.426 1 -2.312 1 -5.508 1 -7.508 1 i6rs, 2 max .035 1 1.695 1 4.185 1 3.106 1 • r �A ' min -.427 1 -2.312 1 -3.106 1 -4.185 1 �> 3 max .034 1 1.695 1 1.441 1 1.188 1 a:k jti'u`> i t i:rlvl`4. min -.427 1 -2.312 1 -1.188 1 -1.441 1 .H >r ,,;,, ' 4 max .034 1 1.695 1 3.557 1 4.75 1 4,4 RISA -2D Version 5.5b [C: \RISA \Case Models \Transtation Tracks jobs \402477- T327357.r2d] Page 4 9 7,;,4 Is% yy�.>� .0 YWYre,v ,. ,... • I % 4P7'.r "'•y! S S4'uL YZ L� iiH4 TIT. u 0!!1.4r.A4 ......0 ......... ... .. ... .. .- `,■ ----■ Envelope Member Stres,es, (continued) Member Label Section Axial Shear Bending top Bending bot • (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc min -.428 1 -2.312 1 -4.75 1 -3.557 1 5 max .033 1 1.695 1 6.32 1 _ 8.514 1 , _ min -.428 1 -2.312 1 -8.514 1 -6.32 1 I M2 1 max 0 1 0 1 0 1 .003 , 1 min 0 1 0 1 -.002 1 0 1 2 max -.898 1 .435 1 5.004 1 -.423 1 Z 'Ai m -6.197 1 -.235 1 .326 1 -6.485 1 w 3 max 1.227 1 .348 1 5.663 1 -.348 1 re 9 min -8.442 1 -.409 1 .268 1 -7.339 1 6 4 max -.898 1 .235 1 5.004 1 -.423 1 v O :i • min -6.197 1 -.435 1 .326 1 -6.485 1 cn o ti 5 max 0 1 0 1 0 1 .003 1 . J = 1 min 0 1 0 1 -.002 1 0 1 ~ Ml 1 max 0 1 1.452 1 0 1 0 1 w O : 4 min 0 1 .203 1 0 1 0 1 2 2 max 4.425 1 .572 1 3.189 1. -.366 1 g ¢ • min .642 1 -.118 1 .366 1 -3.189 1 N n 3 max 6.028 1 .335 1 2.35 1 -.33 1 • H W min .876 1 -.335 1 .33 1 -2.35 1 = ZH 4 max 4.425 1 .118 1 3.189 1 -.366 1 H O min .642 1 -.572 1 .366 1 -3.189 1 w 5 max 0 1 -.203 1 0 1 0 1 o min 0 1 -1.452 1 0 1 0 1 U to O - C3 H w H - L I rci Z 0 - 0 Z , . • • • • i * I I .. i ; =' +� , Y t ' 4 RISA -2D Version 5.5b [C: \RISA \Case Models \Transtation Tracks Jobs \402477- T327357.r2d] Page 5 • .. , r't „o .,, .. .. , .� ., _ .. I O _ ... .•, .T...,e Pw .w.c<w «,r.- ,...„.�w ..Rt.0ASdtYmo.t~2• -Li VAgi.+ 1 , i I � i - _. -• G r . 1 •• 401oN it y ICBO Evaluation Service Inc u, .o .,N,. A subsidiary corporation of the International Conference of Building Officials ,r EVALUATION REPORT Report No. 4133 Copyright© 1992 ICBO Evaluation Service, Inc. February, 1992 Filing Category: FASTENERS — Concrete and Masonry Anchors (066) DRILLCO MAXI -BOLT BEARING TYPE, ting tool and shows how the cutter insert blade opening (Dimension B) is mea- Z ct UNDERCUT ANCHORS sured. A proper undercut is made when Pin D is at the bottom of Slot E as noted ' FI_ Z DRILLCO DEVICES, LTD. in Figure No. 3. W POST OFFICE BOX 6205 Steps four and five serve to proof load the anchor and to minimize anchor de- W 10 -05 35TH AVENUE flections upon loading of the attachment. After installation, measurement of the 6 U LONG ISLAND CITY, NEW YORK 11106 stud projection beyond the concrete may be used to provide additional verifica- U 0 I. Subject: Drillco Maxi -Bolt Bearing Type, Undercut Anchors. • tion that the conical nut is properly seated in the undercut portion of the hole. co 0 II. Description: A. General: The Maxi -Bolt anchor is a bearing -type undercut Stud projection from the concrete surface or from the surface of the attachment u) W anchor installed in a hole with a conical undercut near its blind end. The anchor where the sleeve is allowed to extend through the hold in the plate, equals the W F consists of a stud bolt, conical nut, expansion sleeve, distance tube, washer and overall stud length minus the combined distance of the anchor tube and expan- u) u_ heavy hex nut. See Figure No. 1 for assembly details. The stud bolt and conical sion sleeve lengths with a tolerance of - inch or + inch on the measured w O nut are fabricated from ASTM Grade B7 material. -• projections. 2 ?- The Maxi -Bolt is designed to be a ductile anchor which transfers loads in the A special inspector, in accordance with Section 306 of the code, must be pres- J anchor stud to the concrete surrounding the undercut portion of the hole through ent to ensure that anchors are installed in accordance with this report. Addition- ti < bearing. ally,. representative sampling of 10 percent of bolts installed must be proof v _ ) Table No. I notes the allowable shear and tension anchor loads and Table No. tested either by direct tensioning to approximately 80 percent of the yield F _ I W , II notes center -to- center spacing, edge distance and embedments requirements strength of anchor bolts or by torquing to the manufacturer's recommended I for anchors installed in f c = 3,000, 4,000 and 5,000 psi concrete. torque value. If there are any failures, immediately adjacent bolts must also be Z I— i The allowable loads noted in Table No. I may be assigned to each anchor in tested. I— 0 a multiple- anchor attachment. A single anchor used to anchor an attachment After installation of 1 / 2 -inch, 5 /8 -inch and 3 14 -inch Maxi -Bolts five bolt threads W H shall be designed for one half of the allowable loads nosed. should be visible above the heavy hex nut. One -inch and 1 /4-inch Maxi -Botts 2 n Where shear loads are present, attachment displacements may exceed 1/16 should show six threads. U D • inch at design load levels unless sufficient friction resistance is present. C. Identification: The anchor is identified by its packaging bearing a label not- O (0 Component parts of the anchor must be used as a complete unit and must not ing the company name, address and trade name (Maxi -Bolt) as well as the an- 0 I— j be disassembled. The Maxi -Bolt is available in 1 14 -, 3 /8 -, 1 /2 -, 5 /8-, 3 /4 -, 1- and chor size, quantity, catalog part number, lot number and carton number. There W W . 1 /4-inch stud diameters. Table No. II lists the stud lengths for the anchors. is also a distinctive end mark on the anchor. See Figure No. 2 for end - marking I U Maxi -Bolt undercut anchors may be used for doweling applications to connect details. new concrete to existing concrete elements, provided: Ill. Evidence Submitted: Descriptive data, product brochure, installation — O 1. The Maxi -Bolt is installed in accordance with this report. procedure, and test results covering static and dynamic tensile and shear load - lli N 2. The nut or washer bears against the surface of the existing concrete. ing conditions, loss of preload with time and cracked concrete. U = R t 3. The anchor stud has two heavy hex nuts. Findings 17- H 4. The anchor stud extends far enough into the new pour to provide the re- IV. Findings: That the Drillco Maxi-Bolt anchors described in this report Z quired shear strength. 9 p The shear stud is designed in accordance with Sections 2611 (h) and 2624 are alternate connectors to those specified in the 1991 Uniform Building and Table No. 26-F of the code. Codes, subject to the following conditions: For design purposes, the maximum allowable yield strength for anchor studs 1. Anchors are installed as noted in this report and the manufacturer's is 60,000 psi. instructions. • B. Installation: The Maxi Bolt is installed in four steps: 2. Allowable shear and tension loads are as set forth in attached 1. A hole is drilled in concrete. . tables. 2. The hole is undercut using a Drillco undercutting tool. 3. Allowable loads for anchors subjected to combined shear and ten- 3. The hole is cleaned of concrete dust and debris using appropriate means sion forces are determined by the ratio of the actual shear to the al- such as oil -free compressed air or by vacuuming. towable shear plus the ratio of the actual tension to the allowable 4. The anchor is set by drawing the stud and conical nut inside the expansion tension not exceeding 1.00. sleeve forcing the expansion sleeve to expand laterally into the undercut portion 4- The anchors must be installed with drill bits manufactured by Drill- . of the hole. co Devices Limited. 5. The material to be fastened is located and the stud tensioned. 5. The anchors must be installed under special inspection in accor- Table No. III lists drill and undercutting tool dimensions and tolerances. The dance with Section 306 of the code. , a t , undercutting tool is designed to produce a fixed angle cut in the concrete which 6. The allowable loads may not be increased for duration of load. R�,� matches the angle formed on the conical nut. Figure No. 3 depicts the undercut- This report is subject to re- examination in two years. a n ti �r y_ '<` Evaluation reports is baserL Evaluation re �e not to be construed as re or any other t attributes nots ec fcall add��sed nor as an endorsement ement orr ` +,`ji! , utilizing the code upon dation for use of the subject report z .;r ` ■�: This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the :;,, ■, .., lest results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express ;. or implied, as to any "Finding " or other matter in the report or as to anyproduct covered by the report. This disclaimer includes, but is not limited to, merchantability. '; r' ; '`''` " >. Page 1 of 4 ., r ∎, �;J : LP 46' ;m "'..T..,,` „ >.. .. c. ,.� .::d• � ..y�, ..0 :: ;•.::. rrn' tr ,ffiT � n .. • .....> .. _... .... ....• ...., xr;:grt ?vutwp. ,.a 7 ,�qx. ,... ... >: ' ti71a 'v:rt.+a:,.a2. ....!e4t t�ntnx'.'#+s -rya cr. ,y...,; .L- '1P.Gzav,.':.x.»v s• .M........... __ -.. �.�....,............., .. n ... . ... ....... _.- _ . s•ri :ry: <a.,.. 1 _ -- , -- - \s,. - ' Page 2 of 4 .. Report No. 4133 CONICAL NUT WASHER THREADED STUD BOLT . , . . \ INN_ — l { / / / \ , EXPANSION SLEEVE • • DISTANCE TUBE HEAVY HEX NUT ,, I... W Q NOTE:. and 3 / e " a nchors have no distance tube J V . 00 CO 0 { FIGURE NO. 1—ANCHOR DETAILS ' J = H U) LL. • W 0 I • /- - � . r ., t Page 3 of 4 ..•-. Report No. 4133 ' • i • Ct I! R, 0 E • . 17: 2 1 , 14 :. , . c IIIIIIIIIIIII .J.: . z ,i . . li_: a 1 1 . :.„....0: 1...,....:q:c.. •..:::::.... ...."...... ,I._z :, :.....•• •...... .• . re — I 1 . ; : •; • • : ., NOTE: 6 5 : ▪ . 1- ° s RETURN SPRING Rs NOT J U t ,: • ;..; o •.. : 1 . r. �' REQUIRED ON I' U O • C_ e i• , 314: x i I •D : • ; R • � �'• : • • UNDERCUTTING TOOLS U) CI ..6..,%::%::;!:*; , 0': :O . I' : • .. • '..i 1 / e , • i •: • ° \ " f . : t• ; � • W 0 D •. • . «• . • •• • • MAXI -BOLT ° ' f a •' ' I • W • UNDERCUTTING TOOL �; ;, Z H ':: :•: •i .i FOR 1/4•& 318" ANCHOR INSTALLATION MAXI-BOLT W 0 UNDERCUTTING TOOL W FOR +n•, sir, 3/4,1 ", U Q 3 1 1/4' ANCHOR INSTALLATION • O N at- . • 1.•'::1 • W W • U • `A Z i LE 1 ." ILI U) t•---":t.:°)1 r , :4 - ' . � . :P 9•g••0 e . . . v • •' •: lr�uT °:41 IWe i .y,i..r a• = .4 . .'O. i �ON •*:' S1•• ,$ :0i :• °.A 4 p l : pr • . 7 141 � ; 11.757,9,.. ��- � 4 I9 -. ; C'a!' 9 't q•0. Z . I t ; 'MO ".ii C4411- • J in . '' , •mof± J; ".. 1:;w30'.. . � a ,/;°L c 4 t c �d� .+11 oe � • , ). nevi • °;:a', � • i.> d ,�' - d •�':. • FIGURE NO. 3—ANCHOR INSTALLATION DETAILS i TABLE NO. I— ALLOWABLE LOADS FOR DRILLCO MAXI -BOLTS (Pounds) I ANCHOR DIAMETER (Inches) TENSION SHEAR CASE 1 SHEAR CASE 2 I /4 1,600 830 1,060 i•l ,:�, 3 /8 3,900 2,025 2,580 J , p , i 1 / 2 7,105 3,690 4,695 . I I 5 , `C,, ,.r /g 11,305 5,870 7,475 �; -:? ! 3 /4 16,710 8,680 11,045 js� ° 1 30,315 15,750 20,040 �'' tom'. { 1 50,015 25,980 33,065 • k r 3 J NOTES: '' , : ' • applicable for r 1. Case 1 a outed plates. Case 2 applicable for plates in contact with concrete surface. 'i�• .: PP 8 P PP P � ' I 2. Use straight -line interaction for combined tension and shear loading. ; • , 1' . 3. All load allowables are premised on the anchor's ability to develop 100 percent of the stud bolt's minimum ultimate capacity: i k ' • { Table No II specifies combinations of concrete compressive strength, anchor embedment, center -to- center spacing ad edge dis- ( • '' tance which will allow the anchor to develop its ultimate capacity , f 1 '�' y • 4. The allowable loads noted in the above table maybe assigned to each anchor in a multiple- anchor attachment. A single anchor , 1,-,or' : ,,. used to anchor an attachment shall be designed for one half of the allowable loads noted. t X344, I ; 1 4-r,v •4r, 1 ,q,;:. i e 4 f.:77. ', rw. _ _ _ ....•.. n....w.,.............l WM, M.T?+,T/.4,41.11 '. '�y�1,3Nifl�' :.-., . t , 1 - -..R, Page 4 of 4 .. Report No. 4133 TABLE NO. II- EMBEDMENT AND CENTER -TO- CENTER SPACING REQUIREMENTS FOR UP TO SIX MAXI -BOLTS IN A RECTANGULAR PATTERN - 9000 psi CONCRETE 4000 psi CONCRETE 5000 psi CONCRETE Minimum Minimum Minimum ANCHOR MAXIMUM Center to Minimum Center to Minimum Center to Minimum STUD ATTACHMENT Center Edge Center Edge Center Edge DIAMETER THICKNESS EMBEDMENT Spacin Distance Spacing istance Spacing Distance ANCHOR PART NO. (Inches) (Inches) (Inches) (Inches) (Inches) (Inches) (Inches) (inches) (inches) • MB- 250 -4 -2 1 /4 1.50 2 *4.50 4.50 *4.50 4.25 *4.50 4.00 MB- 250 - 4 -2 1 /4 1.00 2 6.00 4.50 5.00 4.25 4.50 4.00 Z Z MB- 375 -6 -3 3 /8 2.50 3 *7.50 6.75 *7.50 6.25 *7.50 6.00 ' I Z MB -375- 6-4 3 /8 1.50 4 9.00 6.75 7.50 6.25 6.50 6.00 F-' W MB- 500 - 8 -6 1 /2 1.00 6 12.50 8.75 10.00 8.25 9.00 7.75 fY MB -500- 11 -8 1 /2 2.00 8 8.50 8.75 7.00 8.25 6.00 7.75 6 = MB -500- 13 -10 1 /2 2.00 10 6.00. 8.75 4.50 8.25 4.00 7.75 U 0 MB- 62540 -7 5 /8 1.25 7 16.00 11.00 13.00 10.25 11.50 9.75 co p MB- 625 -13 -9 5 /8 2.25 9 11.50 11.00 9.50 10.25 8.50 9.75 . W W MB- 625 -16 -12 5 /8 2.75 12 8.00 11.00 6.50 10.25 5.50 9.75 W I MB- 750 - 13 -9 3 /4 2.75 9 18.50 13.00 15.00 12.25 13.50 11.75 MB-750-16 3 /4 3.50 11 14.00 13.00 12.00 12.25 10.50 11.75 MB- 750- 18 -13 3 /4 4.00 13 12.00 13.00 10.00 12.25 8.50 11.75 W 0 MB- 1000 -102 -12 1 2.00 12 24.50 17.50 20.00 16.25 18.00 15.50 MB -1000- 22 -16 1 3.50 16 17.00 17.50 14.50 16.25 12.50 15.50 g MB -1000- 26 -20 1 3.50 20 12.00 17.50 9.50 16.25 7.50 15.50 LI- MB -1250 -2046 1 1.75 16 31.50 22.00 26.00 20.50 23.00 19.25 co 3 MB- 1250 -30 -23 1 5.00 23 19.50 22.00 16.00 20.50 14.00 19.25 I MB- 1250 -37 -29 • 1 5.50 29 12.00 22.00 8.50 20.50 6.50 19.25 I Z I- 5. Allowable values are limited to a maximum of six bolts in a two -row, three - column, or three -row, two- column arrangement Allowable values may also be used for z anchors placed in a single line and separated from other anchor lines by a minimum distance of two times the anchor embedment length. W N 6. In -place embedment length is determined by subtracting the overall length (second number shown in Anchor Part No. column) from the exposed projection. U = O~ TABLE NO. III Z MINIMUM HOLE UNDERCUTTING TOOL NOMINAL DRILL DIAMETER DEPTH, ANCHOR TENSIONING TENSIONING ANCHOR SIZE MAXIMUM EMBEDMENT Diameter A Diameter B Tolerance TORQUE SETTING LOAD LOAD 81% Fy (Inches) (Inches) PLUS (Inches) (Inches) (Inches) (Ft. -Lbs.) 50% F (Pounds) (Pounds) 1 /4 0.530 1 inch 0.500 0.625 +.010 • 9 -12 1,700 2,700 1 -.030 3 /8 0.655 1 inch 0.625 0.750 +.010 40-44 4,100 6,600 -.030 1 /2 0.778 1 inch 0.709 0.949 +.010 80 -85 7,455 12,077 • -.030 5 /8 I 0.975 1 inch 0.905 1.176 +.010 185 -190. 11,865 19,221 -.030 3 /4 1.172 1 inches 1.102 1.550 ' +.010 , 345 -350 17,535 28,406 -.040 1 1.690 2 inches 1.625 2.275 +.010 645 -650 31,815 51,540 -.050 1 2.065 2 inches 2.000 2.770 +.010 1,470 -1,475 52,485 85,024 -.060 . t° Fr.:, 1 /2" Heavy 0.845 1 inch 0.812 1.120 +.010 80 -85 7,455 12,077 ,4 4.tyk{,�t� =�. _ -.030 till , .� r NOTES: R „`+'tyi,<i s ,r� 1. 1. Undercutting tool diameter A is given for identification purposes only. No tolerance applies to this dimension. - r, '' r a11/ ��, 2. Undercutting tool diameters A and B are noted in Figure No 3 * `�� ' , r : J: .'L i)nrjn'�e,�'+ t . CPO r�lrll�l � I , - '. '...c/ .1 1 \ 1 w .. J,•t1ON it. • I CBO Evaluation S ervice Inc. American National Standard N ation Stanar s Institute DICBOES; - � 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 -2299 •w• n' A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER -4627 Copyright © 2001 IC130 Evaluation Service, Inc. Reissued February 1, 2001 • Filing Category: FASTENERS — Concrete and Masonry Anchors (066) Z � KWIK BOLT -II AND POST NUT KWIK chor embedment by at least two anchor diameters, to permit Z W BOLT -II CONCRETE ANCHORS overdriving of anchors and to provide a dust -free area. The CL HILTI, INC. anchor must be hammered into the predrilled hole until at J U 5400 SOUTH 122ND EAST AVENUE least six threads are below the surface. The nut must be tight- U O • TULSA, OKLAHOMA 74146 ened against the washer until the torque values specified in (0 p 1.0 SUBJECT Table 1 are attained. Minimum embedment depths, edge dis- to W tance and spacing requirements are set forth in Tables 1 and u _ Kwik Bolt -II and Post Nut Kwik Bolt -II Concrete Anchors. 2. L '" LL 2.0 DESCRIPTION 2.3.2 Post Nut Kwik Bolt -II: Holes are drilled into the con- W O crete using carbide - tipped masonry drill bits complying with 2 , 2.1 Kwik Bolt -II: ANSI B212.15-1994. The drill bit diameter must be the same g Kwik Bolt -II (KB -II) concrete anchors consist of a stud, as that of the anchors. The drilled holes must exceed the U- < wedge, nut and washer. The stud is manufactured from a car- depth of anchor embedment by approximately two anchor di- v I ) d bon or stainless steel material. The carbon steel Kwik Bolt -II ameters, to permit overdriving and to provide a dust -free W stud is made from AISI 1038 or AISI 1144 materials. The area. The anchor is tapped into the hole until the post -nut = wedges are made of AISI 1010 steel, except that KB-II head touches the material to be fastened. The post nut is then Z t 3 /4- by -12, KB -II 1 -by -6, KB -II 1 -by -9 and KB -II 1 -by -12 an- loosened by two complete turns and the anchor is again Z 0 chors have AISI 304 (stainless steel) wedges. All carbon steel tapped until the post nut is again in contact with fastened ma- W w components are zinc - plated. Each component of the stain- terial. The post nut is then hand - tightened with a screwdriver. 2 D less steel Kwik Bolt -II anchor is made from either AISI 304 or Minimum embedment depths, edge distance and spacing re- D 0 U � AISI 316 material. quirements are set forth in Tables 1 and 2. Q u) The stud consists of a high- strength steel rod threaded at . 2.4 Special Inspection: the upper end. A normal threaded KB -II has a thread length W W . Where special inspection is required, compliance with Sec- 2 equal to or less than three bolt diameters, while a long tion 1701.5 of the code is necessary. The special inspector I— U threaded KB-11 has a thread length greater than three bolt di- LI F ameters. The tapered mandrel has an increasing diameter to- must be on the jobsite continuously during anchor installation — O to verify anchor type, anchor dimensions, concrete type, con- ward the anchor base, and is enclosed by a three-section crete compressive strength, predrilled hole dimensions, an- U wedge which freely moves around the mandrel. In the vertical chor spacing, edge distances, slab thickness, anchor embed- 1- - _ direction, the wedge movement is restrained by the mandrel ment and tightening torque. 0 I— taper at the bottom and by a collar at the top of the mandrel. Z When subjected to torque, the wedge is forced against the 2.5 Design: wall of the predrilled hole to provide the anchorage. Allowable 2.5.1 General: Allowable shear and tension loads are as set tension and shear values in normal- weight concrete are forth in Tables 3, 4, 5, 7 and 8. shown in Tables 3 and 4 for the carbon steel and stainless 2.5.2 Combined Loading for Kwik Bolt -II Anchors in Nor- steel anchors, respectively. Allowable tension and shearval- . mal- weight Concrete: Allowable loads for Kwik Bolt -II an- ues for lightweight concrete are shown in Tables 5 and 8. The chors subjected to combined shear and tension loads in nor- anchors are illustrated in Figure 1. mal- weight concrete noted in Tables 3 and 4 are determined 2.2 Post Nut Kwik Bolt -1I: by the following equation: Post Nut Kwik Bolt -II ':cncrete anchors consist of a carbon (PsIP1)5/3 + ( I V < 1 (AISI 1144) or stainle .c- (Type 304) steel stud and post nut. where: The threaded end of the stud is fabricated to accept a threaded post nut with an outside diameter equal to the nomi- P = applied service tension load. ' . nal diameter of the stud. The post nut has a countersunk- PI = allowable service tension load. head configuration. Allowable tension and shear values for V = applied service shear load. . wv ..• "` carbon and stainless anchors in 3,000 psi (20.7 MPa) normal -,w� weight concrete are shown in Table 7. The anchors are illus- Vt = allowable service shear load. :.,,,,,,, ; � F . traced i n Figure 2. ;w 2.6 Identification: .1: �'` , ' 2.3 Installation: t The anchors are identified in the field by dimensional charac- _ 2.3.1 Kwik Bolt -II: Holes are.drilled into the concrete using teristics and packaging. The packaging label indicates the ,.'{A*y;y; carbide- tipped masonry drill bits complying with ANSI manufacturer's name and address and the size and type of �nr:�; ;; ?, w 7., fir; #,,,;, B212.15 -1994. The drill bit diameter must be the same as that anchor, the name of the quality control agency (Underwriters 1 5 k . ; , u 3; K y of the anchors. The drilled holes must exceed the depth of an- Laboratories Inc.) and the ICBO ES report number (ICBO ES . •1 '`'h Evaluation reports ofICBO Evaluation Service, Inc., are issued solely to provide information to ClassA members ofICBO, utilizing the code upon which the report ;:,'. is based Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report This report is based upon independent tests or other technical data submitted by the applicant The ICBO Evaluation Service, Inc., technical staff has reviewed the ,4e. test results and/or other data, but does not possess test facilities to make an independent verification. There is no warran by ICBO Evaluation Service Inc., express or implied, as to a ny "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. "`` "`'" ° " S ,. s 1 Page 1 of 5 t,W °Coo os^kNJ . . p* 1a9oi?ott •.. .;;vstw f= .. `rt, ^ r. ,. ,. . .,. _. .. ..... ... ..—.._ .. .... .. .. _. .. .. .. ... .. ... ,. .. _ ... .. ... t p - y.. :/ ' \ r Page 2 of 5 • „- ER -4627 ER- 4627). A length identification code letter is stamped on member, and anchors subjected to seismic loads, the threaded end of the bolt. See the length identification sys- wind loads or moving loads. tern In Table 6. 4.6 Allowable tension and shear values for Kwik Bolt -II 3.0 EVIDENCE SUBMITTED anchors in normal- weight concrete noted in Tables Data In accordance with the ICBO ES Acceptance Criteria for 3 and 4, and sand - lightweight concrete over metal Expansion Anchors in Concrete and Masonry Elements profile deck noted in Table 8, may be increased (AC01), dated January 2001. 33 percent for short -term loading due to wind or seismic forces. Use of the Kwik Bolt -II anchor in 4.0 FINDINGS • lightweight concrete, and use of the Post Nut Kwik • That the Kwik Bolt -II and Post Nut Kwik Bolt -II concrete Bolt -II anchor in resisting wind and seismic forces, Z anchors described in this report comply with the 1997 are beyond the scope of this report. • _ I- Un Building Coden”, subject to the following 4.7 Use of the anchors in resisting vibratory or shock I-' W conditions: loads, such as those present in supports for recap- IY 2 4.1 Installation dimensions and installation torques rocating engines or crane loads, is beyond the U are as noted in Tables 1 and 2. scope of this report. U O • 4.2 Allowable tension and shear are as noted in 4.8 Use of the anchors is limited to nonfire- resistive (0 0 Tables 3, 4, 5 and 7. construction unless appropriate data are sub- w i mitted to demonstrate anchor performance is —r 1- 4.3 Calculations justifying that the applied loads corn- maintained in fire conditions. N u- ply with this report are submitted to the building or- W 0 facial for approval. 4.9 Use of the carbon steel anchors is limited to dry, in- 2 terior locations. Use of the stainless steel anchors 5 4.4 Special inspection is provided as set forth in Sec- u. is permitted in exterior-exposure or damp environ- LL , Q Lion 2.4 of this report. • ments. (0 d 4.5 Anchors are limited to Installation in uncracked 4.10 Anchors are manufactured by Hilti at 5400 m W 9 f concrete. Cracking occurs where zf r due to Inc. ' I-- _ t South 122nd East Avenue, Tulsa, Oklahoma, with • service loads or deformations. Examples of when ? H quality control inspections by Underwriters Labo- cracking may occur include, but are not limited to, ratories Inc. (AA -668). Z O anchor location in tension zone as the concrete W W member, anchor location in settling a concrete This report is subject to re- examination in two years. g U� — TABLE 1— INSTALLATION SPECIFICATIONS W ANCHOR SIZE _ 0 SETTING DETAILS 1 /4 inch 3 /8 Inch 1 /2 Inch 5 /8 Inch 3 /4 Inch 1 Inch F. Drill bit size = anchor diameter (inches) 1 /4 31 1/2 5 /8 3 /4 1 — Z Depth of embedment (minimum/standard) (inches) P/8 12 P/8 1 2 2 1 3 2 14 3 1 4 4 1 6 al W Wedge clearance hole (inches) 5 /16 2 /16 9 /16 11 /16 13 /16 11 /8 2 Anchor length (min. /max.) (inches) 1 4 2 .7 2 7 3 10 4 12 6 12 O I— • Thread length std. /extra thread length (inches) 3 /4 3 7/ 4 1 4 1/ 4 1/ 4 2/ 4/ Z g g (� ) 4 8 4 1 2 1/ 2 1 2 1/ 2 1 1 4 2 Installation: Torque Stainless steel 4 20 30 75 150 200 guide values' Carbon steel: Min. embedment 4 20 30 75 150 200 (R lb.) Carbon steel: Std. embedment 7 25 45 95 225 325 Min. base material thickness (inches) 3 or 1.3 x embedment depth, whichever is greater d For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N. • 'Installation torques are applicable for all anchor installations unless noted otherwise in this report. TABLE 2— ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS, NORMAL - WEIGHT CONCRETE 1 ' 2,3,4,5,6,7 • ANCHOR SIZE j DESCRIPTION 1 /4 Inch 3 18 inch 1 /2 Inch 5 / 8 Inch 3 /4 Inch 1 Inch Embedment: minimum/standard (inches) 1 /8 2 1 2 2 3 2 4 3 4 4 6 ,;.r,;.F .. ,,• S Spacingrequiredtoobtainmaximumworkingload (inches) 2 4 3 5 4 7 5 8 6 9 9 12, Snail Minimum allowable spacing between anchors (inches) 1 2 1 2 2 3 2 4 3 4 4 6 : ;�a;`t�' ` "-t M Edge distance required to i`^ obtain maximum working Shear 3 3 4 4 6 6 8 8 9 9 13 131 /2 • load ��Y, �S�ls (inches) Tension 1/ 3 2/ 3 3/ 5/ 4/ 6 4/ 7/ 6/ 9 =•„1��` ( ) 3 4 1 2 3/ 4 3 8 1 4 1 8 7 8 1 8 3 4 , Mm/n Minimum allowable edge Shear 1 1 2 2 3 3 4 4 4 4 6 6 � ;r: ! 1 .. a . 'f"`'�' distance (inches) Tension 1/ 2 1/ 2/ 2 3/ 2 4 3/ 4/ 4 / 6" '�`��` ( ) 1 8 5 8 1 2 1 4 1 2 3/ 4 1 4 3 4 1 2 , Mil For SI:' inch = 25.4 mm, 1•Ibf = 4.45 N. lo : ' ` ,'� ?_ ° . 'Data in this table and the footnotes apply to all anchors covered in this report. •,,,,• • 2 When using M for a load that is shear, reduce the allowable load by 50 percent. � ='- T o u t;. : ; , ,,; 3 When using M,,, for a load that is tension, reduce the allowable load by 20 percent. ; ii ; ; : ' '; ; ! ; 4 For Sand M of anchors with actual embedments between the listed embedments, use linear interpolation. yy � C a 5 For S and M of anchors with embedments greater than the deepest embedment listed in this table, use the value for the deepest embedment listed. ! � °� "' 6 When using S reduce the allowable tension load by 30 percent. 7 When using S reduce the allowable shear load by 30 percent. r ` xy ¢.. tiNOM Mdr,VV7af KOPMSSVamru t"y;er..A4n.0.2 r: •, ; • �,,•.•ep,.............. ... . , ..... ,....- ...,.� ...• ....., • 1 i .-- _. -.:r- - 1 Page 3 of 5 ER -4627 • TABLE 3- CARBON STEEL KWIK BOLT-II ALLOWABLE TENSION AND SHEAR VALUES (in pounds), NORMAL - WEIGHT CONCRETE 4' = 2,000 psi 4• = 3,000 psi 4' = 4,000 pal 4' = Spa psi ANCHOR ANCHOR Tension Tension Tension Tension DIAMETER DEPTH With Without With Without With Without With Without (inch) Qndes) Sp.Insp. Sp.Mnp. shear Sp.Insp. Sp.Insp. Shear Sp.Insp. Sp.Insp. Shear Sp.Insp. Sp.Insp. Shear V/8 245 120 400 300 150 400 350 175 400 430 215 400 1 /4 2 525 265 - 400 550 280 400 590 295 400 625 315 400 3 625 315 400 625 315 400 625 315 400 625 315 - 400 1 500 250 925 605 300 975 710 355 1,025 800 400 1,025 3 /8 ' 2 1,125 , 565 1,100 1,210 605 1,100 1,290 645 1,100 1,450 725 1,100 Z 4 1,190 595 1,100 1,235 615 1,100 1,285 640 1,100 1,450 725 1,100 • H I - 2 860 430 1,810 960 480 1,840 1,065 530 1,840 1,625 815 1,840 W 1 /2 3 1,750 875 1,840 2,000 1,000 1,840 2,250 1,125 1,840 2,625 1,315 1,840 Q 6 1,950 975 1,840 2,165 1,080 1,840 2,375 1,190 1,840 2,625 1,315 1,840' ll 2 1,425 710 2,875 1,685 845 2,875 1,950 975 2,875 2,500 1,250 • 2,875 0 0 5 /g 4 2,180 1,125 3,125 2,670 1,335 3,125 3,090 1,545 3,125 3,925 1,965 3,125 7 3,000 1,500 3,125 3,250 1,625 3,125 3,500 1,750 3,125 3,925 1,965 3,125 W = 3 1,850 925 3,875 2,175 1,090 3,875 2,500 1,250 3,875 3,000 1,500 3,875 U) 3 /4 4 2,750 1,375 4,225 3,625 1,940 4,225 4,500 2,250 4,225 5,060 2,530 4,225 W 0 • 8 3,750 1,875 4,225 4,625 2,315 4,225 5,500 2,750 4,225 5,925 2,965 4,225 Q 2 Q r 4 2,930 1,465 6,625 3,650 1,825 7,125 4,375 2,190 7,625 4,360 2,180 8,625 LL Q l 6 3,990 1,995 8,625 5,310 2,655 8,625 6,625 3,315 8,625 7,875 3,940 8,625 U) D ■ 9 6,040 3,020 8,625 7,050 3,525 8,625 8,055 4,025 8,625 _ 10,000 5,000 _ 8,625 = a W For SI: 1 inch = 25.4 mm, I psi = 6.9 kPa, 1 lb. = 4.45 N. 1_ _ 'See Table 2 footnotes. ? 1- • 2 Allowable loads may be increased by 33 percent for short -term loading due to wind or seismic forces. Z O 3 Only the long - threaded style KB -II anchor installed at this embedment depth is permitted to be used to resist shear due to wind or seismic forces. Long threaded style W uj KB -II anchors have a thread length greater than three boll diameters. 2 D D 1 O N TABLE 4- STAINLESS STEEL KWIK BOLT -II ALLOWABLE TENSION AND SHEAR VALUES (In pounds), NORMAL - WEIGHT CONCRETE 0 H v=2,0000. 4' = 3,000 psi 4' =4,000 psi r = 6,000 psi I 0 • Tension Tension Tension Tension ANCHOR ANCHOR DIAMETER DEPTH With Without With Without With Without With Without LL 0 (in ch) pnches) Sp.Insp. Sp.tnsp. Shear Sp. Lisp. Sp.Insp Shear SP.lnsP• Sp.Insp. Shear sp. Imp. sp. Insp. Shear Z 1 170 85 525 230 115 540 245 120 550 350 175 550 W _ U) 1 /4 2 425 210 550 500 250 550 500 250 550 520 260 550 H Z 33/4 520 260 550 520 260 550 520 260 550 520 260 550 O f- 1 400 200 825 460 230 950 515 260 1,075 625 315 1,150 . 3 /8 2 875 440 1,250 1,025 515 1,250 1,175 590 1,250 1,350 675 . 1,250 4 1,000 500 1,250 1,145 625 1,250 1,350 675 1,250 1,350 675 1,250 2 800 400 1,700 1,000 500 1,740 1,200 600 1,775 1,250 625 2,085 1 /2 3 1,250 625 2,085 1,625 815 2,085 2,000 1,000 ' 2,085 2,250 1,125 2,085 6 1,375 690 2,085 1,765 880 2,085 2,150 1,075 2,085 2,550 1,275 2,085 . 2 1,020 510 2,625 1,250 625 2,875 1,475 735 3,125 1,800 900 3,125 5 /8 4 1,730 865 3,125 2,220 1,110 , 3,125 2,715 1,355 3,125 3,000 1,500 3,125 7 2,250 1,125 3,125 2,825 1,415 3,125 3,425 1,715 3,125 3,425 1,715 3,125 3 1,450 725 2,700 1,825 915 3,100 2,200 1,100 3,500 2,450 ' 1,225 4,500 3 /4 4 . 2,350 1,175 • 4,225 ' 2,990 1,495 4,365 3,625 1,815 4,500 4,375 2,190 4,500 8 2,750 1,375 4,500 3,500 1,815 4,500 4,250 2,125 4,500 4,800 2,400 4,500 4 2,300 1,150 5,700 2,850 1,425 6,350 3,400 1,700 7,000 4,500 2,250 7,000 ;, 1 6 3,740 1,870 7,000 4,930 2,465 7,000 6,120 3,060 7,000 6,875 3,440 7,000 ,;tiq «. 9 5,250 2,625 7,000 7,075 3,540 7,000 8,800 4,400 7,000 8,800 4,400 7,000 )r,��jFs „tµµ,• For SI: 1 inch = 25.4 mm, 1 psi = 6.9 kPa, 1 lb. = 4.45 N. x1y 'See Table 2 footnotes. 2 Allowable loads may be increased by 33 percent for short -term loading due to wind or seismic forces. t; zvy ' 3 Anchors installed at this embedment depth shall not be used to resist shear due to wind or seismic forces. ;!� � *, i;:y 'i:i y } ;� . tO.:3:',.; i )Y ' 'v; RY A ;i:;1 r i i . iA lN' , ..,xnn ->. - .,..n- u .. .... ... .......�...... ..., .. ,,..,,. ...,. .. ......... ,..rang, >iwh;i....tWr.'NrxFUS i . . . • • . •.•". File: D 02-0224 35mm Drawing #1-4 i , - -- -' r 7 o I 1 • PERMIT COORD COPY i PLAN REVIEW /ROUTING SLIP i a ACTIVITY NUMBER: D02 -224 DATE: 07 -31 -02 PROJECT NAME: SOUTH BASE MAINT. CRANE INSTALLATION z 1 1 � SITE ADDRESS: 12100 EAST MARGINAL WY S re w i X Original Plan Submittal Response to Incomplete Letter # v o co Response to Correction Letter # Revision # After Permit Is Issued J = I CO U. w O 2?-_ DEPARTMENTS: 5 Si Bt wo -(.° yi‘1 , 6-° ° CR, do S r1' °`-- u. uil ng ivi Ion Q Fire Prevention IM Planning Division C = v n Structural X I— w Public Works �i -(�& ❑ Permit Coordinato Z = E- O z t` W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-01 -02 m D Uw • Complete [J Incomplete ❑ Not Applicable ❑ 0 H Comments: = W . F - U u_ p Permit Center Use Only Lij Z co INCOMPLETE LETTER MAILED:. LETTER OF COMPLETENESS MAILED: H I . O Departments determined. incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z TUES /THURS ROUTING: I k I Please Route d Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: 1 1 i APPROVALS OR CORRECTIONS: DUE DATE: 08 -29 -02 Approved ❑ Approved with Conditions 1/ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: .• -1 Permit Center Use Only qn r' "}" ( r CORRECTION LETTER MAILED: • '!!! s I& #:i . Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1, ;`fitr:: PERMIT COORD VOW �t k x -i'r COPY • Documents/routing siip.doc 2 -28-02 „ '� k r u . kak { • I __( _ —, — . s ..:' 044114 444 ' , /- –\ fi r —., • I (4%i " 5.tbe, Caistp • PERMIT NO.:T7O - OZ' TENANT NAME: ( DV '�, BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status iiii 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 ifi 10003 Electrical permits obtained through L & I • ❑ 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit ;I Z ❑ 6 Follow -up 10005 All permits, insp records & approved plans available re g ❑ 7 Pre -Move Inspection ❑ 10006 All structural concrete shall be special inspected 6 D • • ❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified V Q ❑ 60 WA Ventilation/Indoor AQC inspector ❑ 70 NLEA Inspection /Modular Struct ❑ 10008 All high- strength bolting shall he special inspected . CO W ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected J I (3 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila to u_ ❑ 90 Rested Building Division 0 10011 Thespecial W ❑ 95 Footing Drains ❑ inspector shall submit a final signed report 2 ❑ 100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation J ❑ 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid Q ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment CO ❑ 300 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site = W ❑ 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 tire I 0 ❑ 500 • Roof Sheathing Nailing retardant class of roof W ❑ 525 Plywood Deck Nailing 4. 10019 All construction to be done in conformance w /approved 2 W ❑ 550 Exterior Wall Sheathing plans U ❑ 600 Masonry Chimney p N ❑ 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 u W ❑ 750 Roof /Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of 1-- U ❑ 800 Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete tL ❑ 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 U N ❑ 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected F- _ ❑ 815 Lighting and Controls 10027 Validity of Permit 0 f ❑ 900 Suspended Ceiling ❑ 1 0028 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 ❑ 1 110 Pre -Move Inspection ❑ 10031 Comply with requirements ofTMC 16.04 ❑ 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations. flat ‘ ❑ 1120 Pre -Demo concrete , ❑ 1140 Pre - reroof ❑ 10034 Removal ot'septic tanks require approval and ❑ 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 ❑ 1 0036 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 t. � • ❑ 4006 Special - Structural Masonry ❑ 10042 .Fuel burning appliances t ❑ 4007 Special - Reinf Gypsum Concrete ❑ 10043 Appliances, which generate ' > - 10044 Water heater shall be anchored 4 "y ' ❑ 4008 Special - Insulating Conc Fill ❑ ', ` i ❑ 4009 Special -Spray Fireproofing ❑ 10045 . Reroof , 'i's,' ❑ 4010 Special- Piling, Piers, Caissons ❑ "Anchoring - All new construct and substantial 14 ' • , 4 K , ., ❑ 401 I Special - Shotcrete improvement shall be anchored to prevent flotation" ,'4 -, t`?r ❑ 401/ Special- Grading, Excav /Fill ' .�4 ‘ ` 0 4013 Special-Retaining Wall 8 /f)i.7.- ; s • : `_? w'iaw 0 1014 S ecial- Panels Plan Reviewer: Date: ;:'!'i N ❑ 4015 Special -Smoke Control System ! c "` l '� {.�r;.:l.i�.N.Y r;'S�.: 1 U '-(— :12.• ,, k Permit Tech: i� l/' 1 y � J Date: CJ ** 0 iM•�4iN� gMPi. F% 1 thTY/ 4Mf e: NNr1N}•!.} l4tituntR /1+t,C.,m <4#tl54.'tt`:/:•.t' Nat: lYMtermhfMiM1arit »w!,rwevUa'tM:w+: t:n- �.....�r o ...,. .. .. ••...•. •..mow ,,.... ...,. ...«........, e. �.. ...., o...... ....n. .........,....4a1.•.:••'y'.: ;•'^t:�'fhit:`dR'�'USMfa 1 ' .......-.....---..............= , - - lr _ . -.•♦. r -• 4G�l SdIMtlISkNUN4iMCtwnrxekrsw!+«... w•. wR`..::,^ w......... w.. w.. .�.. »n. ». ». ,...,_ ».. .. .. ..._. _..... ....._...._.. » M...< -- r:.r'_ur..... -, ...� ».... _,...,. M ...........................,......:,..,...,. �� ,,:.,.+.µ..,,..v..�:sw..wN=++ax Vi�:/AR'�ktgfrtd?xY703� . { .. : 4 { PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -224 DATE: 07 -31 -02 • PROJECT NAME: SOUTH BASE MAINT. CRANE INSTALLATION zz SITE ADDRESS: 12100 EAST MARGINAL WY S I- z X Original Plan Submittal Response to Incomplete Letter # v v 0 . CO 0 CO Response to Correction Letter # Revision # After Permit Is Issued w —i H -' wO 2 DEPARTMENTS: g u. Q Building Division ❑ Fire Prevention ❑ Planning Division = W Public Works I=1 Structural ❑ Permit Coordinator Z H I— O Z I— w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-01 -02 2 D Complete ' Incomplete El Not Applicable ❑ O N r 0 ' Comments: w tu i I- 6O ,Permit Center Use Only ti! Z to INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H I De Departments determined incomplete: Bldg ❑ Fire Pin O p p g ❑ g PW ❑ Staff Initials: Z TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required • , REVIEWER'S INITIALS: Y\ DATE: l a ( 1 ID APPROVALS OR CORRECTIONS: DUE DATE: 08 -29-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: _r REVIEWER'S INITIALS: DATE: r ; ; :t 4 r � ? �;t Permit Center Use Only , ig` yaf h5 CORRECTION LETTER MAILED: ,,:,∎ Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ,,, : q! = ° R ttr: yu! J i Documents/routing slip.doc 2 -28.02 - r: ai ' , ' * .. u... wu, R/KM'IINY/YUntIML'Md6OMdJkt lultiNNM1*Vdufkt.awsGC + n: vimwwrvwnwM +rnanvba . r w.. «r.............. • rj __ _. -�. • - , PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -224 DATE: 07 -31 -02 PROJECT NAME: SOUTH BASE MAINT. CRANE INSTALLATION Q SITE ADDRESS: 12100 EAST MARGINAL. WY S Q w . — . _-- --- - — - — te r . - • r.1 • r LICENSE DETAIL INFORMATION Form Page 1 of 1 4 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 - 4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: z i� :, L I CENSE DETAIL INFORMATION z .. < :` "...:. . a, <l.ra.. r..'_ .....ar ...yq((Y.r'b1YnM .. i . . w.u. .ar..w.....rw ....,."...,........ _ ... .. ...... ... .... ,...... «...... , ■ 1 ■ ' z F- W a., i.. 4.•, 4� ay. •, ,j e ^ St'7. . 5' 1 '. r, , j , 1 4 x ' q t '< '� w �' . '.�' ,. . 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G� ril ' , . 1 L c z,''a i Fy:iIPP;;Al t + ' :. ti .�7����VVY� �. V , - .s d l+ u ti: � � aRfejT ^t? %., c.;` h s t . f� 11` �1 i d . rc 7 I, 7 ��r • t � ry ;s ue, :d r Ah. r r t r `�•i•` , { ,- yt :Z• i ' ; y Air . ,. r • ir' s t r 'ti t . y ° l •t � Y , � ; r ' , .' ai x . , 111"..:4•1•7;s t yy • • n • LL 1 S �t4ins}N`�1 ' r . F • 1 D 02_0224 35mm Dra • #1-4 I•I Y I I 1 I . . I ifiiiiIII IIP i I i � I I I 1 I � I 0 inch 1/16 1 2 3 d 5 6 • AVr Lyl P .� t v i i � i ,7► _T `IT o ........■•■ I�III IIiiliii�liI I III�IIIII �I IIUI IIII��IIIIIIIIII III IIIIII �IIII► ���Ii��iIIIId�ii�I���il��iiiiiiili�iiIIII ������i�iliiiil����l���������1 0 a S. 115th ST. EATTLE • BELLEVUE • LAKE WASHINGTON S. 116th ST. PROJECT SITE S. 116th • ISSAQUAF PROJECT LOCATION ■ ;-71 1 1 !w-- \ in, INAIMUD im.01., r luldrailii 11 _MAmPgS A -�� ��I • soo lied N.I" i i li\ t Er 11111 1�i1 ,.1 RENTON d DES MOINE 12100 EAST MARGINAL WAY S. ` S. 117th ST. LOCATION MAP 1/2 1 2 S. 119th ST. AUBURN • ALGONA • SOUTH BASE VICINITY MAP NOT TO SCALE PARTS CLEANER CRANE SOUTH BASE MAINTENANCE BUILDING OPERATIONS BUILDING CONTRACTOR'S ENTRANCE CONTRACTOR'S STAGING AREA (1) THE SECTION IS CUT ON DRAWING M105 • INDEX TO DRAWINGS SECTION NUMBER SHEET NO. DWG NO. TITLE . `- GENERAL 1. G101 VICINITY MAP, SITE PLAN AND DRAWING INDEX M109 DRAWING ON WHICH SECTION APPEARS, SAME )DRAWING INDICATES MECHANICAL • (2) ON DRAWING M109 THIS SECTION IS IDENTIFIED 2. M101 MECHANICAL PLAN. SECTIONS & NOTES. SECTION NUMBER SECTION • 2 ELECTRICAL . • SCALE: • M105 3. E101 ELECTRICAL PLAN, DIAGRAM & SECTION DRAWING FROM WHICH SEC110N IS TAKEN, ( - - -) INDICATES ON SAME DRAWING (3) DETAILS ARE CROSS - REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN BY NUMBER. ` SEPARATE PERMIT REQUIRED FOR: �I'� E�: HANICAL LELCCTRICAL PLUMBING GAS PIPING BUILDING OF TU KWILA9 BUILD:74a41,�h�Z� REVISION ALE COPY understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor'; copy of approved plans acknowledged. FUEL & WASH BUILDING By Date RECE ITY OF J L3 ERMIT NED T JKWILA ENTER S. 124th ST. Permit No. 71".H1.7 SCOPE OF Vt:v../ \J•I„ i r�\ to AREA OF WORK /=. 'y `OVAL OF TU ILA BUILDING DIVISION. fr43TE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL. TVI 201607 DESIGNED:. D,WILLW1IS /J. DRAWN: B. HAMBUN' M. STANASZEK APPROVED: B. ISLER AS SHOWN ONE INCH AT FULL SIZE IRIS NO: 432553 4011K REQUEST: - IF NOT ONE INCH, SCALE ACCORDINGLY METRO TRANSIT DIVISION SOUTH BASE PARTS CLEANER CRANE DAM: NOV 2001 VICINITY MAP, SITE PLAN AND DRAWING INDEX D. CRIPPEN �T, t!Y JsLj. 1 I 11 1111111 11111 111 1 111111 11ll1ii11 ii1IIIII1 1IIIIIII1 1111IIIIIIIIIIIIIIIIIIIIIII1I! DRAWING NO: G101 SHEET NO: OF 1 3 .. ............... . , . .. . .. . ... . . ....... . . ., • 0 c •• BRIDGE CRANE'S WORKING CAPACITY IS 1/4 TON (500 LBS . • EXIST. 12 . '0 EXHAUST C POC .1 CONC.. WALL PARTS CLEANER .MACHINE Duct Demolition/Replacement WITH DOOR FUL Y OPEN. 1. Obtain mechanical and electrical permits and provide copies to County prior to commencing work. •IP PASSAGE I I 2. Lockout parts cleaner prior to removing duct sections. Coordinate with County prior to taking parts EXIST. LIGHT FIXTURE 121 . HOOD do cleaner out of service. 22' —_ STEAM TABLE 22x34 UP ^ rl O I - k- o� • _ _ _ O; 3. Inspect and mark locations of duct removal for King County inspection prior to commencing IT • . \/ � — '� installation. 20' — Take care CMU WALL —" --"_• WALL SU = PORT durindu rem to no damage se ctions that are to remain. Install new 12" dia. PVC duct. • EXIST. 34x22 EXH. DUCT C SOUD CROUTE9� I � I ' ''� „ '•1 / �' li� i (4 VIP) New INC P ventilation. du ctwork material to match existing. 1 e' — \ '' Crane Installation and Testing — 5. Installation of crone, can only :RIDGE CRANE : �� „ King County that the shop r d begin after the contractor has received written notice from I awings and structural calculations, provided 1s' EXIST. CONDUITS _ - -- _ - �;* I manufacturer, has been reviewed and approved by King County. the crane 34x22 WALL SUPPORT WASH BASKET — MACHINE 6. Install County — furnished bridge crane and hoist equipment in conformance with manufacturer's • 14' — h E L a (2 TYP). I SHOP -� L BRIDGE CRANE 123 installation instructions, at locations shown on the drawings. All POC 4 �� 7. Inspect and mark locations of installation for King County inspection prior to commencing installation. 12' — I I I 8. Bridge crane and hoist equipment consists of crane beams, hoist, trolley, lifting wire and hook, HOIST )- festoon cable. control pendant, wall mounting brackets, anchor bolts, and other equipment necessary 10' --- / I • ( I�� for a complete and fully functional crone and hoist system. e 9. See electrical drowing>f for electrical work. e — _ _ EXIST. POWER LINE I I • ' 10. Coordinate special inspection of anchor bolts with King County prior. to installing bolts. I 11. Touch up any paint on equipment damaged during installation, using paint furnished with crane. PARTS EXIST. 34x22 EXH. DUCT STEAM • 12. Notify King County at completion of installation for inspection. CLEANER 6' i \ I ?RAKE ROOM I I 13. Conduct operational tests in conformance with manufacturer's installation instructions. In addition, operate CLEANING complete throe h a complete travel of the MACHINE 126 pe equipment throe h g a plat lift and towering cycle and 9 PI i 125 !CS 4 — crane beam and trolley. to determine that the equipment performs per manufacturer's specifications. _ - E XIST. VENTILATING HOOD . © I 129 SHOP ro Conduct operational tests in presence of King County. Correct any defects at no expense to King o ~ — — " �! a� 4 •`�. - n FOR STEAM TABLE • of 2' County C.. � �� L NV I 14. King County will conduct load testing of crane following installation. • U x Et \-- 1 CONC. WALL I RECEIVED WASHER BASKET STEAM • CITY OF TUKWILA I I CLE20NG JtJ L 3 1 200? U SECTION Ailk ' PERMIT CENTER c S CALE: 1/4"= 1 -0" I I _ U WALL • iW I I I (SOLID GRO UTED) m 0 24' -1/2" (VERIFY) • E l ........... . .. .. ... . . . _ ......__...... ........._..... ............._.. _........ I I I ARUM 1 S ORAGE _ lm . m Lc . S ORAGE I . WALL SUPPORT �� 22 - EXIST. 22x34 (CONC. WALL 20 EXH. DUCT • gm O I I LIGHT FIXTURE (TYP. OF 2) BRIDGE CRANE 18' - EXIST. LIGHT FI XTURE 22' e� W I —� ` I Q. FE STOONED WIRE 16' - S2 E 20' I ( I � - -.���� . ES CONC. WALL 1 18' 1 14' - ,BRIDGE .. AS BA 2 BAY 3 HOIST - WALL SUPPORT a� m EXIST. CONDUITS CRANE Z r - 16 WALL . m ij, ' SUPPORT • 0 12' — �=.,j� 14 12' 2 TYP () UFr C HAIN 11 3 HOIST I 1D . 10 1e-«r Dr 8 ' • .0,:.: EXIST. AIR LINE 6' PAR FLOOR PLAN I 14' -10` 8 • � EXIST, 22x34 PARTS SCALE: 1 a'a1 -o EXH. DUCT P — - •, I 2. o MACHINE Ei DOOR l EXIST. VENTILATING DOOR x 4 , HOOD WASHER BASKET N V • ... • • In rddrsn 2. SECTION D NIF 1111 1 ;o SCALE: 1 /8" =1' -0' . STEAM TABLE HOO � a V � ; PENDANT CONTROL WASHER BASKET t. PARTS CLEANER ROLL —UP DOOR • a MACHINE b c4 ..,....1*.f AI& 1 N t SECTION vvl SCALE: 1 /4 " =1' -0" MIF r) Ill 200 DESIGNED: PROJECT WAGER: At „,.. DATE: METRO TRANSIT DIVISION c wi AS SHOWN _ NOV 2001 I ` O , ', I / D.11r1 /�. T M. sTANASZE _ SOUTH BASE , DRAWN: ONE INCH AT BHA�IBU BLER : NO: � MECHANICAL PLAN DRAVANG NO: All D. 's.,, D. WIWAM9� 432553 IF NOT ONE INCH. .owc �,a►: - SCALE ACCORDINGLY C SECTIONS — ""' �' RECOMMENDED: CONTRACT NO: SITE LACA11ON NO a No. REVISION BY APP'D DATE (c»s eh! 0 '1..• J Depsstmeat of SHEET NO: OF k D. CRIPPEN T�'oa NOTES 2 3 ' I I i . I ( I I 1 I , I I 1. . i � i I iii ` B i l l . : i i i I i _ I i ,. i I i 1 I I I i ! 1 11 I i O loch 1/16 1 2 '3 d 5 6 IIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIii IIIII III IIIIIIIIIIIIIIIII IIIIiiIII IIIIIIIIII II 1IIIIIIIIIIIIIIIIIILIIIIIIII IIIIIII IIIIIII/ II II I . • . • m 0 0 - LXISTST DUCT WOMEN B T L v 112 . I EXIST DUCT . 22' — I SECRETARY TOOL CART . STORAGE 20' — PLUG BUS B (PB2) 115 189 • ►- MEN 18' — SEE NOTE 8 I I ••Z'.) li I a} 11 BRIDGE CRANE • \ 16' -- SEE NOTE 7 EXIST CONDUITS NIL - SEE NOTE \ i „ . • m m m PASSAGE PLUGBUS PB2 RELOCATE LIQUIDTIGHT FLEXIBLE 14' [ [ i1I Q 1 • I — . HOIST 121 C ONDUIT IF NECESSARY IN WELD SHOP *■ I ■ ■ WALL SUPPORT • � 121 N o1 EXISTING VENTILATING HOOD (NP 2) 10' — I SEE NOTES 2 AND 3 • ' H -1-- () m m� _ AND STEAM TABLE — I • 1 i F7 .:___I--- B s' — EXIST POWER LINE EXIST VENTILATING H000 PARTS CLEANER MACHINE o "C I ( I' , FOR STEAM TABLE / 8 \ I - ! I I - MACHINE 2' — I SEE NOTE 7 PLUG B _ SHOP BRIDGE CRANE I — 123 . • SEE NOTE 1 BUS (PB2) t 0 I 1B9 a SEE NOTE 8 C• • a I I SECTION SEE NOTE 5 o S EE NOTE 5 SCALE: NONE • 0 • 1 RECEIVED 0 o BRAKE ROOM CITY OF TUKWILA 126 I I ELECTRONICS C. SHOP JULY 7 2UU Al ' 129 • 1 s Mr z I I PERMIT CENTER • cr EXISTING PLUG BUS B (PB -2) L) STEAM • 1 L• • A NOTES: N I I I CLEANING 125 STEAM I 1. SEE DRAWING M101 FOR BRIDGE CRANE LOCATION. W CLEANING i o • 120 • 2. ALL CONDUIT SHALL BE A MINIMUM OF 3/4" IN DIAMETER AND a 189 SHALL BE RIGID GALVANIZED STEEL BELOW 12 FEET ABOVE I I I SEE NOTE 8 FINISHED FLOOR. CONDUIT ABOVE 12 FEET MAY BE IMC. 30 3. ALL CONDUCTORS SHALL BE 112 AWG TYPE THHN. EACH CONDUIT ° SHALL INCLUDE A MIN. 112 GREEN GROUND CONDUCTOR. ii • 3 I ACETYLENE I I I DRUM STORAGE ( 4. ALL DEVICES, BOXES, ETC. IN THE STEAM CLEAN BAY SHALL BE STORAGE O SEE NOTE 5 WATERTIGHT. . • 118 OXYGEN 119 • ..• STORAGE 5. NEW NONFUSED 30A DISCONNECT LOCATED AT 4.5' AFF IN NEMA STARTER 4 ENCLOSURE. SWITCHES SHALL BE SQUARE DHEAVY -DUTY c • 117 I I SEE NOTE 6 SEE NOTE 7 DISCONNECT SWITCHES OR APPROVED EQUAL m " 6. STARTER AND HOIST MOTOR TO BE PROVIDED BY CRANE VENDOR • I r d HOIST MOTOR r AND INSTALLED BY MECHANICAL CONTRACTOR. • I CI SEE NOTE 6 7. COORDINATE LOCATION OF JUNCTION BOX AND FINAL MOTOR W • � l ` CONNECTION WITH MECHANICAL CONTRACTOR. m BAY 2 BAY 3 3 l r� 1 1 01�1'�� 8. REMOVE B9 AND ASSOCIATED CONDUIT FROM EXISTING LOCATION n AND RELOCATE TO NEW 89 LOCATION NEXT TO 822. INSTALL in CV V. CONDUIT FROM NEW DISCONNECT TO NEW LOCATION OF 89. i 2• o � `r f PARTIAL FLOOR PLAN ONE—LINE DIAGRAM fr/� �` 3 SCALE: NONE ir w v) ci 2 0 1 0 F IF NOT ONE INCH ' /A d4 DESIGNED PROJECT MANAGER: SCALE DATE F • 0 �; (/ /,p M METRO TRANSIT DDIVISION t C7 , AN 7r NOV 2001 N STANASZEK AS NOTED SOUTH BASE t '%' ' ANE � 1 V BEACH 8 ISLER �) F 1 • A LA 0 - ELECTRICAL PLAN., DRAWING ...A.m.. d KI � ' � " • • � ' � mum IF ACCORDINGLY county DIAGRAM & E101 0 BY APP'D DATE ` R • " ' .. f � Y � 1� n 1 "� NO` LOCATION NO: DeparttmeIIt of SHEET NO: OF No. REVISION 'MRCS 3/7 /ej)P I D CRIPPEN vv �--- Transportation SECTION 3 3 a . I _ I I I I I 1 , I I I ii i I i i i i - i I I I i .; i I I I i ' i I i i , . I I I . ' I I I I �i I I I l i I I 1 0 Inch 1/16 1 2 3 d 5 1 I 6 , . ( 1 �YTr rryr r 41 1 IIIIIII1IIIIIiIIIIIIIIIIIII1IIIIIIIIIiIIIII11IIIIII h i i i i i I I I I I I I .. 1 , • 1 " I 24' -0' FACE TO FACE OF CONCRETE WALL -' 14'(PL14x 23' -9 ' O,A,L RUNWAY (LT- 05R25) 1i' 8' ii- • 1h. 46 - 4' L 4' 4i 3i, 8' CMU I IT ) r J-BOX TO BE WITHIN 2' -0' OF RUNWAY AT THIS END OF RUNWAY - MOUNT END TRUCK W/ SET AT RUNWAY ELEVATION. J -BOX SCREWS ON THIS SIDE OF AND DISCONNECT SWITCH ARE , -- r --- - Zi CRANE SYSTEM. FURNISHED BY OTHERS. - . _ .�ni n :14-01-4i. ♦�- __ —Ai- 1 X I 7 - �-- - -� - -j .tea m J 1 v C2)'MB I I . FESTES:1 "" V/ LOCK NUT, (2) FW I _ I - N .x.._ T 3 MIR a KIT A ASS E 'Y �VI TH FESTOO TROLLEY r i y 1#LT - 05FT i FLAT CABLE 500 SERIES TRACK COUPLER c WITH SET SCREWS in 0 1 i'cIHN, LW, 1- & CIJT WASHER A36 MATERIAL BOLTS 0 RUNWAY CONNECTION AT WALL V-6 't HOOK 500# CAPACITY PUSH/PULL DROP OUT SECTION MOUNTED THI5 END BRIDGE CRANE #LT -05806 1' -I1 '* HOOK APPROACH WITH STANDARD END TRUCK ,--._-_, APPROACH RECEIVED • PART N0, #L'T -05ET CITY OF TUKWIL 2 PLAN © CRANE SYSTEM 2,-0' JUL 3 002 PERMIT CENTER 7' -0' 0,AL. BRIDGE - 5' -0' RUNWAY SPAN i L I I 1 - �[ . _ - o IiiI !1 o IES DROP OUT SECTION (4) REAMED HOLES FOR 500 SER y i /2vi SKT HD. MS X 2 � ;,_,�■ l -. GR-5 W/HN, LW USED FOR INSTALLATION.{lF" 4. ' ■ ++•4. ■'� r'�- 500# CAPACITY BRIDGE CRANE to_ ' '� 3 71 48 u • RUNWAY DROP —OUT SECTION .c,3t GENERAL NOTES j CAN 1Of I tiK4-11k. . POWER: NOT APUCABLE � (�'� �'' 2. CONTROL VOLTAGE: NOT APUCABLE LL I`�� ` �O �(P!F?+<'S O ,� f' I 3. A ELECTRICAL COMPONENTS (RELAYS, CONTACTORS, PUSH BUTTON �/ �+ ,� 3 STATION, ETC.) SHALL BE U.L APPROVED. 1►1 4. CONTROL ENCLOSURES SHALL BE NEMA: NOT APUCABLE n (7i' STRUCTURAL STEEL SHALL CONFORM TO ASTM -A36. AUG - Lu . � '('-1) 6. ALL BOLTS SHALL BE GR -5 MACHINE BOLTS (120 KSI TENSILE) WITH 974-4193 974-4193 Rua Engineering Services, Inc A307 OR GR -2 HEX NUT, AND SPRING LOCKWASHER. NO 1 CU s. 'n Avg, Suite A. Ontario. CA 91761 7. FLATWASHERS AND /OR BEVEL WASHERS MUST BE USED OVER ALL T''' OM 974-4193 C909) 974 4173 SLOTTED HOLES. -' °' """ " ter City of Los Angeles Fabricators License I 4i' SIDE • 19i' SIDE 8. ALL SHOP WELDING TO BE PERFORMED BY A CERTIFIED WELDER AND /OR A "'""'� ' ' Fabricator. CraneVeyor Corp. APPROACH APPROACH 9. ALL WELDING BE EIOXX LOS ANGELES. No. 827 IISS /HISS /Alnm/Rebar 10. ALL SINGLE PASS FILLET FIELD WELDS ARE DESIGNED FOR LESS THAN wax 1.11 OM 02 5001 CAPACITY TRANSTATION CRANE AND RUNWAY SYSTEM 50X OF ALLOWABLE STRESSES. STRESSES. T� aaAVOG CIS 6 5 61 5 CUSTOMER: COLUMBUS McKINNON CORP. 11. PAINT: ► mo Q P METRO SOUTH BASE TYP. ELEVATION ALL PAINT SHALL CONFORM TO SOUTHERN CALIFORNIA AIR QUALITY �„¢ . MANAGEMENT DISTRICT REGULATIONS FOR APPROVED PAINT. COI R MYW P _ _ ADDRESS: 12100 E. MARGINAL WAY S., TUKWILA, WA. 98168 PREPARATION - LIGHT SANDBLAST AND /OR WIRE BRUSH CLEAN. riLOV4 I MA32 "Mao ONE COAT PRIMER AND ONE COAT FINISH PAINT. ., V!<►IY11 CD , OR �! DRP O REVISED RUNWAY END CONNECTION DETAIL COLOR - OSHA SAFETY YELLOW v � i�ft118 V $4r ALL RUNNING SURFACES SHALL BE FREE OF PAINT. A . I I I ` �, I L . I I I , i i i i i iiI I I i'i . i I I I i � i , t I , I I I I I ,, .. I 0 Inch 1/16 2 3 ` <, 4 I I 5 6 , Yr S ; �.i drI7Tr�Trm , I l 0 1 IIIIIII111111IIIIIII IIIIIIIII 1111 11 1111! iI 1 1111111 . 11 iiIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItIIIIIIIiiIII 1111111 IIIIIIiii iihh11111 111 ..........................._______________