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HomeMy WebLinkAboutPermit D02-367 - KING COUNTY / METRO - ACCESS DOORMETRO TRANSIT 12100 EAST MARGINAL WAY S EXPIRED 7-12-04 D02-367 , - - �.:r :` I ( , .µms ; ;) C itof Tukwila 1906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 7340600421 Permit Number: D02 -367 Address: 12100 EAST MARGINAL WY S TUKW Issue Date: 01/14/2004 '~ w Suite No: Permit Expires On: 07/12/2004 6 D JU 00 co O Tenant: w . Name: METRO TRANSIT - i_ Address: 12100 EAST MARGINAL WY S, TUKWILA, WA N w w Owner: - Name: KING COUNTY Phone: Address: 500 K C ADMIN BLDG, SEATTLE WA N = a w Contact Person: z = zF. Name: DAVID MYERS Phone: 253 572 -3993 H- O Address: 902 N 2 ST, TACOMA, WA w w D p Contractor: 0 Name: PELLCO CONSTRUCTION INC Phone: o ,- Address: P.O. BOX 82586, KENMORE, WA • ,w uj Contractor License No: PELLCI *038QC Expiration Date:11 /10/2005 H v u. ~O DESCRIPTION OF WORK: z NEW ACCESS DOOR WILL BE CUT INTO SECOND FLOOR WAREHOUSE AREA TO ALLOW FORKLIFT ACCESS FROM AN v w EXTERIOR LOADING AREA. ALUMINUM DOOR AND GUARD RAIL WILL BE INSTALLED. I H z Value of Construction: $ $8,000.00 Fees Collected: $257.36 Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0025 t Public Works Activities: • Channelization / Striping: N 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. ;,' »" , Landscape Irrigation: N . �'w - Moving Oversize Load: N Start Time: End Time: , ' Sanitary Side Sewer: N , . Sewer Main Extension: N Private: N Public: N ' '' Storm Drainage: N r'' ",., 1 Street Use: N Profit: ?? Non - Profit: ?? A,. n;' Water Main Extension: N Private: N Public: N `' : : ° • Water Meter: ?? 2,4;;;r, i i' ter` -3n . ;; ;. doc: Dev erm D02 -367 Printed: 01-14-2004 4c1 "et 4 t,•'. 1 .. .... t.. - .. ... tut'. {;wr�a,i..1.,Lrw a.c.;r...r,;..,: :,s a +. nL ji,z;e.4,.w.4 tss.++. u. x... ... n... ww. a: 0. tna.. vlTatl: wL •OGhwmA2fs`tA'IWa1SFt } WlAitMnttrN.!rtw..a } o 0 w - �.: City of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: L " 1 ' � r Date: / /'--0 z I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and er 2 ordinances governing this work will be complied with, whether specified herein or not. 6 v 0 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws u) 0 regulating construction or the performance of work. I am authorized to sign and obtain this development permit. w = J Signaturk , J � Date: ( ( �( O ¢ W O 6 2 • Print Name: tA\) \C7 l�L b _ 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 H _. suspended or abandoned for a period of 180 days from the last inspection. ? �- 1-- O Z 1— W 0 a W •T • y ~ O " Z W C U = O 1- Z • • d ;ts,�, vt c i s S•eA { ` ' doc: Devperm D02 -367 Printed: 01 -14 -2004 , ,er; 4 r o�`"►u w " 4.1 2.6 1; C i t of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 7340600421 Permit Number: D02 -367 w Address: 12100 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 12/11/2002 Tenant: METRO TRANSIT Issue Date: 01/14/2004 v O w o Lu to 1: ** *BUILDING DEPARTMENT CONDITIONS * ** N w w0 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. ga n- u. a 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical - a work will be inspected by that agency (206- 835 - 1111). _ z 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any z O construction. These documents are to be maintained and available until final inspection approval is granted. w w 5: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). v O o 6: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). = w • 1 U 7: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). u. 0 z 8: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division v N of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection 0 reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, z permit number and type of inspection being performed. 9: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 10: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any �,_ `r . olvg other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. :.�e.'s4 4414; • I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances v� �"''' governing this work will be complied with, whether specified herein or not. "'`" " y The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws rx ° ' . I doc: Conditions D02 -367 Printed: 01 -14 -2004 ��;A. 9.... t s xml n'Vf "irdtAhY Y : `M' , •..$Vp '• VSP.'f0.F0 .7173 N* i.t • w .n:......n ...., rt. 4. ( }}i :Yl . r' a. y 3 ,. 4" . �Y.Y'. :k;,! . ` dhtYi R ?..MFy:• l )ll'l: ".`li �: �i T. 3,:Iyy ,.vT.�r� , • , i./ r , 4 . C it y of Tukwila ns Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 regulating construction or the performance of work. z Signature: __ / _ f ( 4 _ Date: ,�-- w re 2 ; Print Name: AU . CO . L' 10 v o to 0 : ll. Z ■ li.i c o V H Z I . ( i 1 I 3 ;, -, i fit •.- '', firf.„ ' ? ;.. fit . X C . kikt ;�4� } .::, 1 • 1 Printed: 01 -14 -2004 ', >1, . - doe: Conditions D02 -367 s . t 0 ...: .. - .i - . lamn.✓ " %r' •� ''L ed.J - I:.u�•ir" ......> .. •.•. ++ .....c <:, L• n.: jp;:".f'yy,:slat+�...1:.ck.3... Y.+7..aitLtSAns ,+f. u' «. FGa�.L = - - -.. 1 . i , J o -W; '``4sy. CITY OF TUKspI LA 1 -i +;,� ,do y Permit Center Project Numuer: N 'ia 6300 Southcenter Blvd., Suite 100 t"soa . Tukwila, WA 98188 Permit Number. (206) 431 -3670 ._. C) .•, . (c. )7 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: telvaeO Site Address (include suite num uer) Cit State /Zip: Tax Parcel Number: to Ili L• I.. . 'd4 (r_ + - Ii, 0,0-0,e, 1 Property Owner: r Phone: G 201 Street Address: Ci y State/ ip• Fax it: • 8y -I 805 E, 4 , i ,� Contractor: V Phone: /20 0/3 r 1 11 C ,Q_06 Pv t( . -- ,() Street Address: City State /Zip: Fax #: Architect: rj r, Phone: 11 e,Yta5 G ppte€9----Felitthict2- ook ArcO1 s nil- (Z53) 57Z- 3993 Street Address: City State /Zip: Fax #: 9a tt 'PC.tyv' . 7'.x re,a62 . t c)A irs3i3O3 (z 3) 57 z - / w. r Engineer: Phone: 5 ki lllvlq t rd Moro 7 O ") �G d& 4)(( (2o (.) Z7 Z — ,' z Street Addres : City State /Zip: Fax #: Z L.50/ H t,Ar )(k 3005 ' EA -t7LE f &A g'8 /O / (204) Z q2— izo) ii- Contact Person: � Phone: F Z � "AY ID /N4)&76 ,4i (256)572-311'n Q Q 2 Street Address: F. City State /Zip: Fax #: J U ?oZ /Sl • * �c ) , y - �, �`wc�twta L , q 8 .5 �/ 03 r25?v ' ' /5' 0 O 0 Description of work to be done (please be specific): A W , 0,5 �or �C)i<l ke ec.'* info W w _ /� H I a SeGeruO .�. !.c- arrltcr�se Area_ .`tF'o a.! /o �J Fork/ A c �rz u) u. ah �rkr .0#, ./ • 4,-.0t.... ' ,f - / -- oraa�r-' wilt i� 1t1 I/ 2 . W 0 V 2 " Existing use: ❑ Retail ❑ Restaurant ❑ Multi - amily ❑ Warehouse ❑Hospital g n ❑ Church ❑ Manufacturing Motel /Hotel ❑ Office u- ❑ School /College /University they iCj ____L t�L► eat - w 0 = W Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse i Z ❑ Hospital = 1.- C1 Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office I- 0 ❑ School /College /University Other /3, J5 Mc n—le.t i2 Je, L in Square Feet: existing No. of Stories: 0 0 Building q g Z Area of construction (sq ft): _J� Q. 0 W ill there be a change of use? ❑ yes fit no If yes, extent of change: (Attach additional sheet if necessary) al- u.1 w Will there be rack storage? ❑ yes ,no F- - O Existing fire protection features: sprinklers Rtautomatic fire alarm ❑ none ❑ other (specify) uj Z r UU) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no ao" ~ O '- Attach list of materials and storage location on separate 8 1/2 X11 paper indicating quantities & Material Safety Data Sheets Z 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 ❑ 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 ' , ; Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. �'�� Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The ' � al 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. AIM Date application accepted: Date application expires: Application taken by: (initials) 47 7/- 02- c ' — 7/ — c3 tS , vemv vim PLEASE SIGN BACK OF APPLICATION FORM „r.' row ; L. 11/30/00 cij erotit.doc 1 r i. .. rX9•k^!`xy t4 ? *rM1. ..K�_lc. saky�.1 n .. r .., ..n ... ■ r APPLICATIOS MUST BE SUBMITTED WITH TH OLLOWING: • 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, identify by size and species which are to be removed and saved 2 F 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use w only) Q 0 11. Location and gross floor area of existing structure with dimensions and setback U U 12. Lowest finished floor elevation (if in flood control zone) p 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). w ❑ Floor plan: show location of tenant space with proposed use of each room labeled � F_ wo ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 2 any hazardous materials; dimensions of proposed tenant space. c[ Q LJ ❑ Vicinity Map showing location of site co I— w ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of z 0 rack. Structural calculations are required for rack storage eight feet and over. w w ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished U D ❑ / 0 Construction details 0 I w w ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water I=— supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed 0 sprinkler system design criteria as identified by the Fire Department. w Z U — ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. 0 Z ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ 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 r_ —' PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ER OR AUTHORIZED AGENT: = 1 Signature: g{ �A 4 y Or— , j Date: Print name: Phone: Fax #: � � ��v� j . M r 3 99.3 r z -�yrs Address e , ) City /State/Zip q � y � 3 — 702 1 J ? e.. J7 �Goµta e Il /J0/00 ' Ili clprnuit.doc Via v .» .. -J t'.r. 4%sPl•... 1. ..r .. :.. >.Y'.d...,h h. ww.aw a. via 3A 4k ,o: .. ♦'........ M1TM 4sa. N+W.M' 3:ni.....r._.. - . ... r _, I -' cr t-1 .\ { , ,-..A.,, , . ( ; r ) City of Z 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2 S z I RECEIPT a w { Qj Parcel No.: 7340600421 Permit Number: D02 -367 _1 U Address: 12100 EAST MARGINAL WY S TUKW Status: PENDING v rn p Suite No: Applied Date: 12/11/2002 W = Applicant: METRO TRANSIT Issue Date: N LL wO Receipt No.: R020001726 Payment Amount: 99.61 2 • J. • Q Initials: SKS Payment Date: 12/11/2002 11:00 AM CO d User ID: 1165 Balance: $157.75 H W I- 0 Payee: RANDAL J. COOK Z • ~ . D p U in TRANSACTION LIST: 0 H Type Method Description al Amount U H Payment Cash 99.61 -LE O li V O S ~ ACCOUNT ITEM LIST: Z Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 99.61 1. • Total: 99.61 1 r 1 . it i i 1 1 S .yiy } i.,,T,7,7.6:..?„,4. v ,...,,,..,_,,,,, 1 1 ,,,,„„,,..._f, 1 ,w,.;.:,?cx,.., i f,`,.,177 , ./..;.v �' � . � „�,", " •,.{ l g ar. . ?7 {y)4 12/1 r 716 TOTAL 99.61 ',:^ `' doc: Receipt Printed: 12 -11 -2002 . '•. ,. xle4 (.Jw.asl uaJl.+Y.. .vu r. ar r.d Cvo]v7htk.AluL w.+ w-w+.. S uwric. -u- wnw.rtwva h..l m. v i NtrN .r ?r4he.4n.4v..HC.MNrIIgNl tMYYr'R110fFfYlU�t11. fit. 1 ' .. •1 .:. :;:'.. :.. :.r .. L7,:'' - - - - T . - , «t • , ,,,i.A.,,,,, �City It 1906 of 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , Z RECEIPT < Z re Lij Parcel No.: 7340600421 Permit Number: D02-367 6 D Address: 12100 EAST MARGINAL WY S TUKW Status: APPROVED U o Suite No: Applied Date: 12/11/2002 CO w ' Applicant: METRO TRANSIT Issue Date: H N O w 2 � Receipt No.: R04 -00026 Payment Amount: 157.75 1 Q 0 Initials: BLH Payment Date: 01/14/2004 12:43 PM H w User ID: ADMIN Balance: $0.00 Z H zI w w Payee: PELL CO v 0 co o� TRANSACTION LIST: ' w Type Method Description Amount F- H 1 . .- —, s. \ ... ) .. • , , . . le Structural Calculations , '") 1 . New Doorway Opening ..: z a • ' I ,— . ,, . )._ z ,: u, i-: ee2 ,... King County Metro South Base 6 D 0 ( (.0 0 r ._ , Maintenance Building o co al ,.i w i 4 9"--- GO' -.. Seattle, Washington CO LL 0 LLI .., Ii. < pic IVO° W I CI `'. ,; Thomas Cook Reed Reinvald ' te* ... w i z 1 ._ , 1-- 0 D v!, A Z /- z 1-- . i,s 14,0 al 1.11 1 2 n n 1 o , w 1 December 9, 2002 , ctl`ita' o - -0'6(1 0 1- i w ai . i --"'\ . i— , ..s 3. M C •. 17: v WA • 2) ''' !: 0 , ed Z I ' ■.,'Z'' OV i i . ic") r , , i , • co - ..± 1 • - I z • 4 . 0 4 ) 23773 „c) . . • ' „z Ai 4. ,AN 4 PN: - Q /STE 1/ ' \i‘ -. . ,c • C, '4 q ' S '4 //,''' \\: .' .' • !? : vi 1 0 , ....A i:::-. ,, ,,,,, [ EXPIRES 12 / 27 /f= ....)". .- . , i? ,/i'' \N' •' -,,...„ , , , crri .., \- • SKILLING• -, • 1 . , :-. • 1 • 1111111D • HAGHUSSOH /:- .._ • . BAIKSHIIIE .., ' \„ DEC . .,.; ,• 1 , ... rwilvict CENTER ,- ,g \•,;. i Consulting Structural .er '''. 4 A"' '• • V iNt4A40 I; ond Civil Engineers e . .4‘) ) . El fa . .. 1301 Fifth Avenue . l''' • ,., • r ' t. : T;eF,71,77A 4` f '.■ ■1 Suite .4 '1, / . i' Seattle, WA 98101-2695 1:' .t i , f j. ,,,, i Ph. 206/292-1200 1 . .i \- !t,41.4.rwve fr:' : ./ • Fai 206/292-1201 , \ % . ' i i I , /. 4 http://www.skilling.com to 16 )2 • 10 °. .: • ';' 4 ,, 1 47 . . ,1 ! . • ..• ,/ g:c:E-r(q;toiru2:/: " if' .' l'" 1 ' • 4 1 , , , ,,,... ,.. t.; , ij metro south base door addition project requirements thomas codi reed dave meyer field review ward magnusson structural design T . ■-c. • i . , r41 SKIIL 1 - W A A o Design Sheet M A G N U S S O N PlIbil Consulting Structural B A T I K S H I A E and Civil Engineers T1.1 PROJECT S j (tom M,t qtr- SHEET • 'Z. LOCATION rat (A L �� CLIENT rtC.R.[L. DATE %t_to .. BY wSB , i ' P.o � %,,, t 4t -ON �S- C M'� Z re 1 1" 6 = GROUTING REINFORCING BARS AND BOLTS U O CO O I REINFORCING BARS AND BOLTS EMBEDDED IN EXISTING CONCRETE SHALL BE W = I GROUTED INTO HOLES DRILLED INTO THE EXISTING CONCRETE. HOLES MAY BE JI— CUT BY EITHER ROTARY PERCUSSION DRILLING FOLLOWED BY AIR BLOWOUT WITH 0 OIL -FREE COMPRESSED AIR OR DIAMOND CORE BORING FOLLOWED BY WATER W } • FLUSH. THE CONTRACTOR SHALL CHIP AWAY A SUFFICIENT QUANTITY OF g { CONCRETE COVER FOR EXISTING REINFORCING TO ASSURE LOCATION OF DRILL u. ••- HOLES SO THAT THEY CLEAR EXISTING REINFORCING. CON MANUFACTURER'S co d RECOMMENDATIONS FOR PROPER INSTALLATION METHODS, INCLUDING PRE - WETTING W HOLES . Z H I— 0 ' FOR REINFORCING BARS EMBEDDED LESS THAN 2' -0 ", INSTALL A MEASURED W W AMOUNT OF GROUT INTO THE BOTTOM OF THE HOLE WITH A CAULKING GUN j 0 EQUIPPED WITH AN EXTENSION NOZZLE. INSERT THE BAR OR BOLT DISPLACING °U) THE GROUT AND SECURE IT IN THE CENTER OF THE HOLE. REMOVE EXCESS 0 �. • '+{ 'FOR REINFORCING BARS EMBEDDED DEEPER THAN 2' -0 ", INSERT THE BAR IN THE u-Q I HOL AND USE AN APPROVED PRESSURE GROUTING PROCEDURE TO INSTALL A Z MEASURED AMOUNT OF GROUT. 0 = H GROUT FOR BONDING REINFORCING BARS AND BOLTS INTO EXISTING CONCRETE Z SHALL BE AN APPROVED EPDXY BONDING AGENT. APPROVED ADHESIVE GROUTS INCLUDE HILTI HIT ADHESIVE ANCHOR (ICBO #4419) OR APPROVED EQUAL. PROVIDE POSITIVE PROTECTION SO DOWELS ARE NOT DISTURBED DURING CURING. ' } I . i 1 • 1 . 1 VAIL' i { 9 S{ ���' ra i ..../ ... ...... ... .. ». ..., .. ...........,.....r.+.hnwm. w.n) .r +.NW!W.YY )N+xw.n%z t*s VHwe.w... .. CONCRETE TECHNOLOGY CORPORA11ON 36" DOUBLE TEE COMPOSITE WITH CONCRETE TOPPING t-11/2„ Radius co co r7 f SPAN -LOAD TABLE 9'-113/4" ,+ 3" Radius ir1/2" Radius 5' -0" U >- ALLOWABLE SUPERIMPOSED LOAD (in pounds per square foot) Number of 1/2" a Strands per Tee SIMPLE SPAN (in feet) 42 46 50 54 58 62 66 70 .90 94.:•98 74 i.78 :82 ;.86 10 (Straight) 170 127 .94 65 40 20 10 (Harped) 195 148 112 83 56 34 12 (Straight) 210 160 122 87 59 36 12 (Harped) 247 191 148 114 83 57 36 14 (Harped) * 296 232 183 144 108 79 55 36 16 (Harped) * 344 * 272 217 173 133 101 75 53 34 18 (Harped) 390 311 250 201 157 122 93 69 49 32 20. (Harped) 3488 81 /481%228,11* 228 181 143 111 85 63 45 r29 22 (Harped) : ;, . : ;\r32!, , 203 162 129 101 77 57 40 25 24 (Harped) kil4; 2'7. 7$' 2$,$f x:81° 145 115 90 69 50 35 21 26 (Harped) •...i .y , 1;vw � 1t T� 1.' 1! . sl '' ;i; + 29 103 80 61 44 29 28 (Harped) 1 15 :9:1:: 70 53 37 24 30 (Harped) 10.1 -79 61 45 31 32 (Harped) 69 Fr , 52 37 24 34 (Harped) 30 SECTION PROPERTIES: = 112008 in' w = 106 psf NOTES: Zt, = 14865 in' = 11.30 in Z,1 = 12725 in' = 8.80 in Z� = 4118 in' Ya = 27.20 in 1. Values below and to the left of the heavy line represent conditions where shear reinforcement is required. See page 2 "SHEAR" for discussion. 2. Interpolation between values shown is acceptable. Do not extrapolate values into the blank spaces of the table. 3. These Span —Load Tables are intended as an aid to preliminary sizing. Sound engineering judgement is required for the application of this information to specific design cases. 4. See page 3 for definitions of highlighting. 4/93 MANUFACTURERS OF PRESTRESSED CONCRETE • TACOMA, WASHINGTON 21 support beam check bolt steel concrete wall opening deep wall beam and bottom support wall SWMB, Inc. Don Barg 81411.00 Port of Seattle Terminal 46 Maintenance & Repair Addit... December 8, 2002 7:29 PM untitled.r3d Company : SWMB, Inc. Designer : Don Barg ' Job Number : 81411.00 Port of Seattle Terminal 46 Maintenance & Repair Addition December 8, 2002 7:29 PM Checked By: Member Deflections, By Combination LC Member Label Section x- Translation y- Translation z- Translation Rotation (n) Uy Ratio (n) Liz Ratio radians RISA -3D Version 4.5b [I: \POSTerm46 \Calculations \M +R Bldg \untitled.r3d1 Page 1 - - .-- . - -\. 4-r-- I, na l Company : SWMB, Inc. December 8, 2002 Designer : Don Barg 7:29 PM Job Number : 81411.00 Port of Seattle Terminal 46 Maintenance & Repair Addition Checked By: i. 1 — , Member Section Forces, By Combination LC Member Label Section Axial Shear y -y Shear z -z Torque Moment y -y Moment z -z i' (k) (k) (k) (k -ft) (k -ft) (k -ft) 1 M1 1 0 0 0 0 0 0 2. 0 0 0 0. 0 0 Z 3 0 0 0 0 0 0 ' 1Z 4 0 0 0 0 0 0 IX l ti 5 0 0 0 0 0 0 1 M2 1• 43.151 0 0 0 0 0 -J 0 2 43.151 0 0 0 0 0 s 3 43.151 0 0 0 0 0 N0 . 4 43.151 0 0 0 0 0 al i 5 43.151 0 0. 0 :. 0 0 1 M3 ! 1 0 0 0 0 0 0 w CO 0 2 0 0 0 0. 0 0 2 . 3 0 0 0 0 0 0 J 4. 0 0 0 0' 0 0 u. 4 5 0 0 0 0 0 0 a 1 M4: 1 30.849 .0. 0 0 0 0 = 2 30.849 0 0 0 0 0 Z H 3 30.849 0 0 0. 0 0 H O 4 30.849 0 0 0 0 0 z i- 5 30.849 0 __ 0 0 0 0 _ j 1 M5 1 0 43.151 _ 0 _ 0 0 0 2 0 6.151 0 0 — 0 - 49.303 O N 3 0 6.151 0 0 0 - 61.605 p}-- 4 0 - 30.849 0 0 0 - 61.697 W w 5 0 - 30.849 0 0 0 0 H • LL Lii U— ~O F- Z { may'_..'\ ���.rr, } �jf ` fw'�l d Cal .4:r i l r, yk.yYe z 1. ,.,', tAt 1 M ' ' . 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' • . . ., . .. , .. .. . , r ,...-- _ .i.--•..,. . .'f',.',:;,: '' "-:." .: :.;;;Ti'"" . . . _ .. -. - t '''. '''' NOTICE - 1: 4 l r.rk r...1 ' .1 ----...'-' .- " 1.:*14- : .44 ..,,, 1.,:.4.1 ,,, r.,-, :;,,,..::;; , :,I ... .: 7 ---,': ' • • : IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN l i < 1_.;1 ,, qi '.4 4, - ----- -ia,;-, :&:T. '-'' - :, THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.. . . . . . .. . . - . . . . . _ - . . . . ; . . , . . . . . . . , . . " . • . . . . / . .... '. . . , folded ts support frame epoxy anchors into concrete wall bent metal head support door frame location ward rail partial second floor plan partial exterior elevation structural frame roof structure section RX REPORT .. RECEPTION OK TX /RX NO 6577 CONNECTION TEL 253 572 1445 SUBADDRESS CONNECTION ID THOMAS COOK REED ST. TIME 12/03 12:11 USAGE T 03'16 PGS. 7 RESULT OK _ _ = ' s 1 ' • • • Facsimile Transmittal I II O M A S COOK REED R E I II V � I B s f Improving lives • ',t� gn N ME P r iirj 111 0 To: Skilling Ward Magnusson Barkshire c, I = „ Attention: Tony Wong FILE# z Fax Number: 206-292-1201 . . < I-: • Number of Pages: 4 = H W Dote: 11/27/02 _ From: D ave 0 p Project Name: Warehouse Door co i Project Number: 99071.19 m rn L WO Copies to: n 2 5 Originals to be Mailed: .. Q y N = Qty. Item Doted Pages H W Items Transmitted: 1 - Elevation and partial plan - schematic - z I_ . r / O CO n o f- Comments / Action: W UJ 2 U j Tony, LI 0 I • iii z Attached are some schematic plans, elevation and section of the door. U N I ' O ~ i Please see if you can get in contact with Jeff Sutter at King County Metro and get whatever structural z I info. You need to cut this opening. I would like to use similar details to the battery room door project. I will contact you early next week. If we can I would like to try and wrap up design and drawings next I week so that I can submit them on December 9, 2002. 1 i i Let me know if this works with your schedule. . I I Have a Happy Turkey Day! 1 1 Dave . 1 I r? f if you have not received all pages, please contact TCRR. Thank You. Jj m ✓ The Information contained In this message Is Intended for the exclusive use o1 the addressee or oddressee's authorized o ent. This message Is privileged and cordldenliol, or ma '° shall ..,. u I contain proprietary or sensitive Information. It all not be copied or disseminated except as directed by the addressee. Any unauthorized use. copying. or dissemination of this =.`ti ? message or Its contents Is prohibited. It you have received this In error, please odvlso the sender Immedlafety and return this message and any copies to our offlco Immediately. archltect @tcrt.com 253.572.3993 FAX 253.572.1445 902 NORTH SECOND STREET TACOMA, WASHINGTON 98403 K,'�t%?:i Ya1 W1-2 Fi G* Of NEVI PAINTING To (E)CCT MAILS, , DOOR & Wt1DOW FRAALES, l - t TO (E) PARAPET —+ TO (E) ROOT GALV 5TL GWOPr COLOR 4X '%M GlA2E13 PANELS GALV STL CANOPY COLOR 4X W /CUTED PANELS PIT (E) ALAI COL 3X, GALV Mt DS, COLOR 3X 1t•710 TO (E) MEZZ CONC SIAB TO (E) . CONC SUB NORTH ELEVATION SCALE 1Ir■ro• 0 METAL BLOC TYPE I, COLOR IX, TYP -\ to unuam nninLil� I) i iptilllli r 2r -3' AO PARAPET TO (E) PANAPET TO (E) ROOF MIL SIDING TYPE I V Sit CANOPY, COLOR 4% W/ GU/ED PANEL'RTLI bf 11' -t0 TO (E) MEZZ CONC SIAS first floor plan - 7 : . W til 1=1 • ( • • 1 ::: 1 °I % t 1 ::: 1 O W O III W O OW • 1 i CA) i = + IQ 4 I 1 i 1 q A 1 __ . . . _ _ ,r r, r': : kz,:-.?;;;.; :E NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN - i--,- =.- ::,:it, :•_:( v.:T.. `"' THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT• t f + '∎ .fir :` ; - ; • J� .............. V q� � to ; , : City o Tukwila ; of Steven M. Mullet, Mayor :O �1 ; Department of Community Development Steve Lancaster, Director /9 = June 17, 2004 Z W David Myers _.1 O 902 North Second Street (0 0 Tacoma, WA 98403 J RE: Permit Application No. 002 -367 (0 W 12100 East Marginal Way South 0 Dear Permit Holder: g W 4 In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila u) Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the H W Building Official under the provisions of this code shall expire by limitation and become null and void if the = building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if Z Z F" the building or work authorized by such permit is suspended or abandoned at any time after the work is Z O 0 commenced for a period of 180 days. W W • j Q. Based on the above, you are hereby advised to: U O - • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final 0 inspection. W W ~'V This inspection is intended to determine if substantial work has been accomplished since issuance of the permit u. 0 or last inspection; or if the project should be considered abandoned. • . Z u) If such determination is made, the Building Code does allow the Building Official to approve a one - time H 2 extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why 0 I— ! beyond the applicants control have prevented action from being taken. Z In the event you do not call for the above inspection or request and receive an extension prior to July 12, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. • Thank you for your cooperation in this matter. Sincerely, • Stefania Spencer Permit Technician Xc: Permit File No. D02 -367 Bob Benedicto, Building Official ,,' '* d . 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431.3665 }4• Nr— . - .-- :` I I .. PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -367 DATE: 12 -11 -02 PROJECT NAME: METRO TRANSIT z 1- SITE ADDRESS: 12100 EAST MARGINAL WY S ' z i J V X Original Plan Submittal Response to Incomplete Letter # v O Response to Correction Letter # Revision # After Permit Is Issued w = J I... ,_ WO ?" . , ,, DEP TMENTS: g J moo � • � 9z /Yu. 12-14o-o" �L - r 4we a Building Division Fire Prevention © Planning Division Q = g I_. W Public (WI 6 WA. 12 Works • -Z Structural ❑ Permit Coordinator z 1 Z° W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -12-02 2 Q Complete d Incomplete El Not Applicable E] O — ❑ F- 1 Comments: W W , I— � u' O Permit Center Use Only . Z . Uj to INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: - I O '- Departments determined incomplete: Bldg Cl Fire ❑ Ping ❑ PW ❑ Staff Initials: z TUES /THURS ROUTING: k Please Route Eylr Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -09 -03 Approved ❑ Approved with Conditions [r Not Approved (attach comments) ❑ Notation: `,,;,, " } REVIEWER'S INITIALS: DATE: ' 'i '0;1.4 &N .14 ` Permit Center Use Only ,. 1,-,.. , CORRECTION LETTER MAILED: 1 Y Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: tt+'�''//�� ' f i ;44 vlit4. 0 tojj : . Documents/routing sllp.doc 4 2 -28 -02 f 11 WA i i nrorn w. r. a« w..,. w ., «...'...- «.....�,..c.rw «...w, .w. .,...,..». .....».....�..�.......,..._.... .......... xu: x+ n... u. e...,,-..... Mw .........:.......... ......V.... ...: ,....v <,. ire .e,.. ,ov.n..y. >.F'.M +,'S'A!t4?.nyiiwq+..•rm;r�,.n I r , 0. . -- ‘...Gr -...,, •\ 1 .... . ) i Z i l■ Z , LLI C4 .c 1 6 5 . -J 0 0 0 LO 0 I LO Uj WI -I F. 1 1 CO LL •-- w 0 1 2 • 1 1 g Zi 1 ci. < I co D I a 1- • , LLI I i Z 1- 1- 0 WW I Z I- • 2 m D a 0 U) 0 — I i LLI W . i- .- Z lii o CD p3E, 0 /- Z , . k REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE • CCO1 PELLCI*038QC 11/10/2005 • EFFECTIVE DATE 11/03/1997 - . , . PELLCO CONSTRUCTION INC PO BOX 82586 - KENMORE W 98 • - • .•, 1 Signature IssQcd by DEP/kRTKIENT OF LABOR AND INDUSTRIES ,TArrw.,:t ,. ,.., 7 • -,'", • l''—':Ailt1 • ,,, ';.. . ,•-,' ,4 :'' 111 41............., I ; ' ' '. I ,.■ 1 -— .- 411101rimea 't . F • 1 D 02_0367 35mm Drawing #1.8 I ' i � � I i I � I i I I I I I l C I> l l i 1 �J I I l 1 I .. 1 I 0 Inch 1/16 1 2, 3 d 5 _ 6 -W!r TeoTTa Ill VIII IIIII���IIIIIII����III�ILiI ii�iiii�iiillalllllfll,llllIII I IIIIIII(I�IIIIIIIIIIIII I II I IIIIII h ail iii1iiii II qZ. (L ORIGINAL SIZE IS 42 "X 32" JOG NO. 011TrSUYION I, GENERAL NOTES UNLESS OTHERWISE SHOWN OR NOTED GENERAL CONDITIONS .1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF THE UNIFORM BUILDING CODE. 192 EDITION, SEISMIC ZONE ). AND SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND VERIFICATION OF ALL WORK SHOWN ON THE DRAWINGS INCLUDING EXACT LOCATION OF ALL OPENINGS AND PENETRATIONS THROUGH STRUCTURAL MEMBERS. AN1 DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING. 3. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS. PIPES. PIPE SLEEVES. ELECTRICAL CONDUITS AND OTHER SUCH ITEMS TO BE EMBEDDED IN OR ATTACHED TO CONCRETE OR OTHERWISE INCOR- PORATED INTO THE STRUCTURAL WORK. 1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CON- STRUCTION. WHERE CONDITIONS ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN AND ALTHOUGH NOT SPECIFICALLY INDICATED, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO APPROVAL BY THE ENGINEER. S. SHOP DRAWINGS FOR STRUCTURAL STEEL, REINFORCING STEEL AND PRESTRESSING SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH FABRICATION AND INSTALLATION THEREOF, 6. 7. LOCATIONS OF ALL POUR JOINTS IN CONCRETE SLABS AND FOUN- DATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH THE WORK. SEE DRAWINGS FOR KEY DETAILS, ADDITIONAL REINFORCING, CONTROL JOINTS AND DETAILS OF REINFORCING STEEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. ADEQUATE SHORING, TIES, BRACING AND SUPPORTS SHALL BE USED TO INSURE PRO- PER TEMPORARY STRUCTURAL INTEGRITY DURING EACH AND ALL PHASES OF CONSTRUCTION. CAST-1N•PLACE AND PRECAST I. CONCRETE SMALL CONFORM TO THE SPECIFICATIONS AND SMALL MEET THE FOLLOWING REQUIREMENTS: CLASS MIN. STRENGTH MIN.NO. SACKS CEMENT PER C.Y. TYPE - AGGREGATE SIZE ADMIXTURE REQUIRED LOCATION A 1,250 6 TEE • 3 /N" YES WALLS t SLABS, SEMIS. TOPPING B 1.150 S•1 /2 STONE - - FOUNDATIONS 4 1.1 /2" ASSEMBLY C 4.000 7 STONE • YES COLUMNS, WHERE 2ND 200 P.S.F. 100 P.S.F. 3/1,. INDICATED 0 5.000 7-1/2 STONE • YES PRECAST 2S P.S.F. 25 P.S.F. 25 P.S.F 3/1" SNOW PANELS E 1,2SO 6.1/2 10 P.S.F. YES 10 P.S.F. SUSPENDED LIGHT 5�/i" AS PRECAST 2. ALL CONCRETE SHALL BE VIBRATED AND THOROUGHLY COMPACTED INTO7PLACE WITHOUT SEGREGATION IN ACCORDANCE WITH ACI 1. ). CEMENT SHALL CONFORM TO ASTM C•150. TYPE 11. AGGREGATE SHALL CONFORM TO ASTM C-31 AND AS SPECIFIED. 4. ALL CONSTRUCTION JOINTS AND KEYWAYS SHALL BE SANDBLASTED AND THOROUGHLY CLEANED BEFORE PROCEEDING WITH THE NEXT POUR. S. MECHANICALLY SECURE ALL ANCHOR BOLTS, REGLETS. DOWELS AND MISCELLANEOUS ITEMS IN THE FORMS BEFORE PLACING CONCRETE. 6. 8. THE REFERENCE DATUM ARE : MAINTENANCE AND OPERATIONS BUILDINCa- EL. 11.50 FUEL AND WASH BUILD:NS . EL, 19.00 METRO DATUM. 7 NONREVENUE veN:cL i STOCAGE SHED - F1 I7, DO II. FOUNDATIONS REFER TO FINAL REPORT FOUNDATION EXPLORATION SOUTH OPERATING BASE DATED AUCUS T 5. 1576 PREPARED BY CONVERSE DAVIS DIXON ASSOC., INC. FOR ALL SOILS RE- COMMENDATIONS AND BORING LOGS, 2. WHEREVER PRACTICABLE. EXCAVATION SHALL BE CUT AS NEAR POSSIBLE TO NEAT LINES REQUIRED BY THE SIZE AND SHAPE OF THE FOUNDATION. 3. THE CONTRACTOR SHALL PROVIDE NECESSARY SHORING, DEWATER- ING OR OTHER TEMPORARY MEASURES IN ORDER TO COMPLETE THE STRUCTURE AS SHOWN AND TO PROTECT ANY ADJACENT STRUCTURE, UTILITIES, OR INPWCE WORK. III. CONCRETE REINFORCING STEEL I. ALL REINFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615, GRADE 60. 2. ALL REINFORCING STEEL TO BE FABRICATED, DETAILED AND PLACED IN ACCORDANCE WITH THE MANUAL OF STANDARD PRAC- TICE FOR DETAILING REINFORCED CONCRETE STRUCTURES - AC1-)IS. 1971 EDITION. S. WELDED WIRE FABRIC SMALL CONFORM TO ASTM A -115. 4. CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS: FOUNDATIONS - FORMED FOUNDATIONS - POURED AGAINST GROUND EXTERIOR WALLS - INTERIOR FACE EXTERIOR WALLS - EXTERIOR FACE SUPPORTED SLABS - TOP AND BOTTOM WALLS, SLABS - INTERIOR AT WASH BLDG. 2" 3" 3/4" '-I/O', 3 /A" 1 -1 /2" S. REINFORCING BARS NOTED OR SHOWN CONTINUOUS SHALL RUN IN AS LONG LENGTHS AS PRACTICAL. SPLICES SHALL NAVE A MINIMUM LAP OF 40 DIAMETERS. SPLICE POINTS SHALL BE WELL STAGGERED, SPLICE TOP BARS IN SLABS AT CEN- TERLINE OF SPAN AND BOTTOM BARS IN SLABS AT SUPPORTS ONLY. REVERSE SPLICE POINTS FOR CONTINUOUS FOOTINGS. S. PROVIDE DOWELS WITH MINIMUM LAP OF No DIAMETERS FOR ALL WALLS AND COLUMNS STARTING ON FOOTINGS, BEAMS AND/ OR SLABS. DOWELS SHALL BE OF THE SAME SIZE AND SPAC- ING AS MAIN WALL AND COLUMN REINFORCEMENT.. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REIN- FORCING STEEL HAVE BEEN INSPECTED AND APPROVED BY THE ENGINEER. THREE TEST CYLINDERS SHALL BE TAKEN FOR EACH DAY'S POUR AND FOR EACH 100 CUBIC YARDS OF EACH CLASS OF CONCRETE. COLLECTION AND TESTING OF THE CYLINDERS SHALL BE DONE BY AN APPROVED TESTING LABORATORY. PRECAST-PRESTRESSED CONCRETE 1. CONCRETE FOR PRECAST-PRESTRESSED CONCRETE SHALL CON- FORM TO THE SPECIFICATIONS AND SHALL DEVELOP THE FOL- LOWING MINIMUM 28 DAY COMPRESSIVE STRENGTH: 5.000 PSI AND Fti AS A1v0AT RELEASE FROM CASTING. AGGREGATE SHALL BE 3/4" MAXIMUM, STONE, AND MINIMUM CEMENT CONTENT SHALL BE 7-1/4 SACKS PER CUBIC YARD. EITHER STRAIGHT OR HARPED STRANDS SHALL BE USED, THE PRESTRESSING STRANDS SHALL BE 1/2" DIAMETER CONFORM- ING TO ASTM-416, Emit.. 270 X.S.I. 3. ALL MEMBERS SHALL BE CAST STRAIGHT (W /O CAMBER) UNLESS SPECIFICALLY NOTED, 4. TOLERANCES FOR ANY ONE DOUBLE TEE SMALL CONFORM TO THE FOLLOWING: LENGTH: 11 /S" PER 10 FEET WIDTH: .I /I" FROM DESIGN DIFFERENTIAL CAMBER: 1/4" PER 20 FEET (THE DIFFERENCE BETWEEN ADJACENT SLABS) S. SHOP DRAWINGS OF DOUBLE TEES SHALL SE SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION AT PLANT. 6. ANY DAMAGE RESULTING FROM TRANSPORTING OR PLACING THE DOUBLE TEES SHALL BE REVIEWED BY THE ENGINEER. CAUSE FOR REJECTION OF AN ENTIRE SECTION SHALL BE DETERMINED BY THE ENGINEER. IV. MASONRY CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C- 90.GRADE NI TYPE I, FOR HOLLOW LOAD-BEARING UNITS. MORTAR SHALL ALSO CONFORM TO THE UNIFORM BUILDING CODE DESIGNATIONS, TYPE M WITH MINIMUM COMPRESSIVE STRENGTH OF 2,S00 P.S.1. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2.000 P.S.1. 2. REINFORCED STEEL SHALL CONFORM TO ASTM 615. GRADE 40. PREFABRICATED JOINT REINFORCEMENTS SHALL CONFORM TO ASTM A.82. ). SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL CONCRETE MASONRY UNITS CONSTRUCTION INCLUDING GROUTING. 4. ALL CELLS SHALL BE GROUTED FULL HEIGHT, EXCEPT AS SPEC /F /CALLy ,VOTED . , OND /3E4.4.IS SMALL BE PLACED H0/2/ZONTAL EVERY ,LIOA4 : FEET OF WALL /•/E (GHL V. STRUCTURAL STEEL PIERS I. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOW - INGI A. AISC • "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. SE- VENTH EDITION. B. AWS • CODE FOR WELDING IN BUILDING CONSTRUCTION D1.0 -69 WITH APPENDIX. C. AISI - SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS. 2. MATERIALS SHALL COMPLY WITH THE FOLLOWING ASTM DESIGNA- TIONS, LATEST EDITION, MATERIAL STRUCTURAL STEEL, COLUMNS I BEAMS ANCHOR BOLTS HIGH STRENGTH BOLTS STUD SHEAR CONNECTORS METAL DECK ASTM DESIGNATION A •36 A-)07 A -)2S A•108, GRADE 101S, 1018 OR 1020 A -446, A -SOS )• ALL A-325 BOLTS SHALL HAVE ONE HARDENED WASHER UNDER NUT. 4. BEMIS, TRUSSES, ETC., SWILL BE CAMBERED AS DIRECTED BY THE ENGINEER. S. 6. ALL WELDING SHALL BE DONE BY EXPERIENCED AND QUALIFIED WEL- DERS IN ACCORDANCE WITH STANDARDS AND REQUIREMENTS OF THE ANS, THE CONTRACTOR SHALL PROVIDE SUITABLE MEANS FOR CLAMP- ING OR HOLDING MEMBERS DURING WELDING IN ORDER THAT WARP- ING OR DISTORTION OF THE.STRUCTURE SHALL BE MINIMIZED. LENGTHS OF WELDS NOTED ON THE DETAILS DO NOT INCLUDE AL- LOWANCES. ALL WELDS SHALL HAVE 1/4" EXTRA LENGTH AT EACH END TO ALLOW FOR CRATERS, PARTICULAR CARE SHALL BE EXER- CISED TO PREVENT UUDERCUTTING OR REDUCING THE SECTION OF THE MATERIAL BEING'WELDED, AT THE OPTION OF THE ENGINEER ALL SHOP AND FIELD WELDS ARE SUBJECT TO VISUAL AND NON-DESTRUCTIVE TESTING. WELDS SHOWN BY VISUAL INSPECTION OR BY NON-DESTRUCTIVE TESTING TO HAVE DEFECTS, SHALL BE REPAIRED OR REMOVED AND REPLACED BY THE METHOD USED IN ARTICLE 308 OF THE AWS CODE OF BUILDING CONSTRUCTION OR THE ENTIRE PIECE SHALL BE REJECTED AS DETERMINED BY THE ENGINEER. 7. FABRICATOR TO FURNISH ENGINEER COPIES OF ALL MILL ORDERS. CERTIFIED MILL REPORTS AND CERTIFICATES OF COMPLIANCE FOR ALL STRUCTURAL STEEL TO BE USED ON PROJECT. VI. SYMBOLS SECTION ID•INTIPICATION LETTER misfit NUMBER ON WHICH SECTION APPEARS DETAIL' IDENTIFICATION NUMBER SHEET NUMBER OH WHICH DETAIL APPEARS vl NOES, OffORf PLACING [...Paull ALL SURFACES ARE MOE SANOOLAETEO ANO TMOROLAINLY CLbwEO. I. DESIGN LOADS GENERAL I. ALL LIVE LOADS AND LATERAL LOADS CONFORM TO THE REQUIRE- MENTS OF ARTICLE 2) OF THE 1573 UNIFORM BUILDING CODE. I. DEAD LOADS ARE BASED UPON THE ACTUAL DIMENSIONED VOLUME OF THE MATERIAL AND ARE CONSIDERED AS MINIMUM ON A TRI- BUTARY BASIS. THE UNIT WEIGHT OF MATERIALS ARE AS FOL- LOWS! REINFORCED STONE CONCRETE REINFORCED LIGHT WEIGHT CONCRETE SOLID REINFORCED MASONRY STEEL ASPHALT ROOF () PLY) SOIL UNIT WEIGHT ISO P.C.F. 120 P.C.F. 140 P.C.F. 152 P.C.F. 6 P.S.F. 110 P.C.F.(A.V.) 3. ACTIVE, PASSIVE AND ALLOWABLE FOOTING SOILS PRESSURES ARE BASED UPON THE FINAL FOUNDATION EXPLORATION REFERRED TO IN ITEM II-1 OF THE GENERAL NOTES. II. VERTICAL LOAD (LIVE LOAD, SUPERIMPOSED, SOIL) 1. SUMMARY OF SPECIFIC LOADING CONDITIONS. LOCATION MAINTENANCE BUILDING OPERATIONS BUILDING FUEL t WASH BUILDING VEHICLE SHED 1ST H-20 HIGH- 50 P.S.F. H-20 HIGHWAY H-20 FLOOR WAY OR OFFICE OR 175 P.S.F. HIGHWAY 2••4 175 P.S.F. 100 P.S.F. ASSEMBLY MEZZ, OR 100 P.S.F. ASSEMBLY 50 P.S.F. OFFICE 2ND 200 P.S.F. 100 P.S.F. FLOOR STORAGE ASSEMBLY ROOF 25 P.S.F. 2S P.S.F. 25 P.S.F. 25 P.S.F SNOW SNOW SNOW SNOW MECH'L 10 P.S.F. - 10 P.S.F. SUSPENDED FROM ROOF MECH'L ACTUAL ACTUAL ACTUAL ELEC. WEIGHT WEIGHT WEIGHT EQUIP- ACTUAL MENT WEIGHT REACTION --' OR LOAD PIERS OR FOOTINGS 70 AVM ROO. 24000 Y SO, /NCseism Fat /YLNO /SELJLM /G "S.F. paer oR FooT/NGf 4000.4 OV FXACTLwfB \. .R ,• KCY X12 •I Aft' 7YPf •t PYItw/w wALts tE6TLA3i ix1 wA / Aa IEeow LLLUDt POUR JOINTS /N WALLS AND SLABS • DETAIL ©i e CT:smW BAR SACRA A. OT I))• MARIN DOWELS, TrarCAL NORIE WALL Still w/IR SIA,GE,(o LAPS ANO NtRTKAL TYPICAL WLL STEEL OOwELS MAY I( WIRED MOGAOW R 1' 3FEAD Ci SACRA Al S%AwN. TYP /CAL RE/NF, BAR SPACING - DETAIL "OfETRE '1 OLAIE 6v GRADE fro/o4 >1 1 SO%P 416:.491sE fog iV /NO /sE /s /m /4 NOTE, FOR MAUS WITH SINGLE CURTAIN CO El/NF owe BARS ••0147 AF CORNERS • 'Lll•E /r(R,OE FACE Si* INr,R,OR FACE LM FACt R FACE ,60'BENO($'.Rr D) JARMO. MOORS R • EAR ftSP •S TNRUE 'L/ Trio JA•r/LAR) TYP /CAL HOOKS ANO BENO$ FOR GRADE 60 STEEL • DETAIL S I ACC STANOARO RECOMMENDATA:NS RIAU BE WO LAVLESS OAEIRW'SE NO7(O 1, REDUCTIONS, CONCENTRATIONS, REVERSALS, UNBALANCES, EX- PANSION AND CONTRACTIONS PER 117) UNIFORM BUILDING CODE AND OR THE 1971 EDITION OF THE STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES ADOPTED BY A.A.S,H2O. S. SOILS PRESSURES ARE 'NET' VALUES (WITHOUT FOOTING WEIGHT/. III. LATERAL LOADS (WIND, SEISMIC, SOIL) - MIN /MUM 'V•,SAR(AO(RS 0 S• -O 04 MAi. (ACM WAY 1•,IOO 1 AT EAgt. 'CLEAR NM %NOr Nal CAEARLEN:C TYPICAL WALL DETAIL ©2 REINFORCING AT CORNERS / ARO /NrERSECIIONS • 4 BARS. U U. LEE wiLO (ACM SHOE • S EARS - a••11Ffa ?r WELD EACH SHOE LAP WELD Ramat AND •S BARS DWI WELD •S RECWRLO OVLY WHEN AWS LAP LEM THAN 40 0143 (WIND (ALL BUILDINGS) - HEIGHT ZONE 0', N • 20 P.S.F. 03 (ALL DIRECTIONS) 2. SEISMIC - THE BASE SHEAR, V, SHALL BE DETERMINED FROM V • ZKCW WHERE: Z • 1.00 FOR ZONE 1 K ■ 1.53 FOR THE MAINTENANCE t FUEL AND WASH BUILDINGS K • 1.00 FOR THE OPERATIONS BUILDING AND VEHICLE SHED 0 C • / . OR L .10 FOR ALL ONE AND TWO STORY BUILDINGS .05 h• OR T • W • D.L. (PLUS 251 STORAGE LOAD) PORTIONS OF THE BUILDINGS SHALL CONFORM TO V • CPW WHERE: CP = 0.20 FOR WALLS 1.00 APPENDAGES • 0.50 EQUIPMENT • 2.00 PRECAST CONNECTIONS 3. SOILS LICTIVE PRESSURE - BRACED (F.S. • 2.0) 70 P.C.F. OR 10S P.C.F. (BELOW WATER) PASSIVE PRESSURE FLEXIBLE S P.C.F. OR IS P.C.F. IS WATER) - ,QOCA' 510 P.C.F. - COMPACTED FILL '10 P,C,F, OR 14S P.C.F. (BELOW WATER) FRICI TION . X FACTOR - • 0.55 ii COMPACTED • 0.50 SURCHARGE - BA/ACED .10 76410.t SuPItIR /MPolED UNIT PA'EssuREs FLEXIALE . Zs' 701St' SupeRmdlosE0 uN/T PREssu4Es Mtn BAR SCNEOL/L E MALL rN/CKN(33 7R/M BAR ONLLYWALS ....glow ow aMIr LVAGEUFNER rd,Na esfeow No#,z ONt r.EAYIA E MLM:ER MAN 4•10 6,•• I••a /..1 r..0 MATER IAAw S•, aA.ArrRTAs ia: r••r 2 -•5 2••4 (NIT for/NEARS ~ALL(L TO SPRlCTURAL STEEL MEMBER wNER( EOSE 0✓ OA URRO IS W/IN/N S-OL• 57RICIURAL SREL MEMBER MLwLLEL IV I COAC SURFACE @1,17JM0 usE MIS DERAIL FOR •6 QPID 11OARS N SIZE AND WMLI, A FULL &AT∎41DB CAWS FOR CA OALwH65. $410 ISLACOD WERE OARS LAP LESS THAN 400u3 TYPICAL WELDING FOR PEINA7 B4kS DETAIL n HERGi EARS SEE SCAYEDILE -1 � 6.00r 40c1 ALL S DF1 SEE DZTA,L -.I I 1.1174: �NM7O,f Arco ORiArie !Mr' (OMIT AAOG'NALS Ar SDUCIUAAt STEEL OR A LL IN SCREAM( 4".* I AE ABOVE TYPICAL WALL OPENING DETAIL O.R ROO AVID WALL OR BEAM if SLAE EROS EACN CORNER MA•. CLP OPENxq 11,1 r -Lr TA71.4-•5rre 0,SLAA GRCCT,GV OF MAIN. RCA., 111557 Maw SLAB A(M4 ATCPENINO rVR rsria of SLAG NON, OM, OARS AT F,CEs OF OPEN,N MICMAAC REAMS OR WALLS. , •'.AD TYPICAL OPEN/N6 IN FLOOR SLAB DETAIL REFERENCE DRAWINGS REVISIONS NUNS,. OATS S NSCNNTN.N SCALE MUNICIPALITY OF METROPOLITAN SEATTLE 2G • NIIO11O • • Nil JCSIIt�I 4T1 SAWN • RATS lNlY1111O M � IA- MUNICIPALITY OF ETROPOUTAN SEATTLE & MOVIP DE LEUW, CATHER Ai COMPANY sIN 11M INSINSIIINO CONSULTANTS ArrIOVIB J O•N. / �� SOUTH OPERATING BASE D xp MAINTENANCE BUILDING GENERAL NOTES AND TYPICAL DETAILS 111•INS NUSSI T3B74 S 1 -13 44. 144 ,.I.•1.1'I'I• III 1 1 ` 1 •1,i 1 �, 0 Inch st', vi� i • L L 01 1111111.111111111iiii II'IlllllI 111ll.lill�II p' illl lllll�ll (itn! rn.,;nFrrr! o IIIILIIII�IIIlillll�lllllllllllllllllll�llllllill�ililllll111111 IIIIIIIIIIIILIII►IIII►III� • • ® ® 6 O /3 /4 • -..r.) 2/Lou 25 r 206o" OCT' 7 2 '-5' _ 2 . ENTERAIR WALL. ( CO/VG .. OR CMU) 0 , I I . I . / ' FORMED ( i • x / " SAhED JOINT i - Q , @ iae it . -- • — a.�ak;� s:r.. — -- . j, a fci : —' —• — — - 1 Fitt WITH BEE dQ 1 I I x .11: SEALER ( fLE / SAP/JO /NTS . j l i 1 \ , II i 3 8 /• • AWL W I/FLEX /BLf SELLER WITHIN 24NRS. FROM __ O j I 1 J IQ x 6 x12 / F /N /sH /NCO . l e 24'O.G. (7YP) o. / s.N V h RUN RE /NF. TNROUC,/J CONTROL J7 ' • /0,•\ W4s. \ - - -- laor�� -- -- — I . _ lima %�iiY ��i �� -I MAY BE LEFT L &' ROCk B4SF(TYP) 1 • • SPA' /AL METALLIC ` ' � ' r � � I • I I MONOLITHIC F /N/SH, " /2 "CMu i� • THICKEN TO 1 JOAVTS (TYP) INTER /OR WALL JO /NT . , . . EXTERIOR WALL .JO /N7 CONTROL JO /N7 i C .L ( c c. oR CMcwt.') I CONT. KEY • I, I a 7o-=- ; _ ®. II r /2 CAN I I • �,� C OL. 1 �.� r. �� 0 1 0 EXTERIOR WALL . I' , s II V �� I ��7 1 j ` . "CMU 24 / • I /Q'CMU I /O GANG Lt. I • CMU are PROVIDE MONORAIL 'AT E.LEVAT IONS '16.56 • i POPOOR / / I EL /7 CONSISTING OF 5 6 X AND CEx11.9 SUPPORTED AT 7'.O O.C. AS DE.TAILED IN I r • RUN RE/NF. TNRu. / A2 •CMU I c o / -G KEY .STAGGER LIPS r4 B /esac, EACH /3B' / " FORMEOJ7 I ,,, t „ stGT10N5 ®e.PQ 1Dtu:rERAL • EL, /7, 4$ • d EL. /7. WAY STAGGER ALL / .c/II W /7N FLEX /8LE .SF4LE. '7YP) i ' • I BRhalie TOWALL UNt 8® 4S DETAILED IN -- —.- _ Al` 4.460$ M/N S -O (TYP) ,l ff i II SECTION ®T BRACKET END OF M O AIL � o r �i� /.a�� / / \� ® V �� M _i�l I •- I It TO WALL O N UN E 19 AS IN SECTION II PROVIDE END STOPS FOR TROLLEY. c' • e G v 4' c v ! I � • TYP. TYP. ` ° G. "o 12r CMU `S 20 - -G ' /2 "CMU EXTERIOR NALL WITH OPENING JO /NT • CoNSTRUC7 /ON JO /NT • INTER /OR COLUMN JOINT 1 ( 4 o KEY WILL BE FORMED OR II I O MONORAIL CR \ Q i t PREFORMED. METAL KEY 2f x 24' CO.. rVI ! p qrig I' IN PLACE. ( / 11 ® _ JL. . g j( O .1 _ - '40..--. - .�ir.•� - - — �.Q - = - -1e: —_- !+ • _ -- - - --�-1 - I_ t fra OC.-7 s.0 -- • .- • - 4-1,-------'---------- li 2 SEE,4.tcN. DOGS. ' III . y ? ° 4/<6! a (ire) .....N4 + ' KEY . y CIA 1 . 0 --- N q00 2- DO Cl) A 4 11 Co iTROI Jr , O /AGa+u . 47 POU " 2 +--- -� 8 "C MU , I I .I CO LUMN I ® _ ® STA /R i _ — CONC. SLAB T .���,_�� ,,, ��.����.. d ; , l © l7 i l ' I © 11 I I Y © r 0 0 �IF � Kai I ^�` �f� N I I ® I I 4 r, � r ..l ,� — L I I I ® I p ,� I I �SEALEQ r I .Rack BASE b CMU I I;,I w k I i � I I I I G'CURB —,- • I r I o I , I NIF4--- PLOW / I Coft: mu, I I ( Wi i ft° I 2' • CaNSTR. Ji(TPr) 1 I J _ O • " I I 1 0 M . I I I I (T YP) r I " I I I p �` ' 57414'2 I I I , I 0 pL 4N 47 COLUMN PLAN AT CORNER JO /NT / + r I , - -__11 C - II I —1 -- _ COND /T /oN AT PIT, ETC. / / -d B -4 I i I .N S7 1_ _I 1 w I I a0 %* I 1 I I i -STUD WALL, - Q ' //y ` c/P - LAB — — — I r SEE ARCH ow65. r r ® NOTES : ,O t 3 A"/N. . I , s � I I /2' R C. Deck LJN /7 • P IOUR / POUR 2 • • I 1 - I I 4 6 /+2' E W. T • f Q y " cCONC. TOPPING I / /O " ' _ 24 2 < ! /Qt /. SEE £WW6 S /FOR TYPICAL GE OF WALL AND OINER✓AWIt. , 1 I �- , I I II O _ I - j_____1112-t KAY (7YP) Y. LLU4T /ON ac4LL CaVWROL AND CGWSTQUCT /ONJO /N,JSNALL BE , / _ I I ' I ■c ■ ` • I I IT ot■o■ D■■r 1 CONC. I. co / 7NE0u /PMENT,DRA /NS, P /TS AND OTNEQ 8 CMU 8 ' C MIL/ a - "� °' i.l 1 BEAM, -- -- _ -- t - __ _ __ •- I I , fOR DETAILS Q RE/Nf. --- ' A► . ^ 3. 7NE CONTRAC70R SNAL L SUBMIT THE PROPOSED JO /N7 o I 1 r� • �,� , 1 I I SEE SH.S / S I - �� APE /NF. • .. LOCA7 )ON qND POOR /N4 PENETRA7 /OHS /N 7NE FLOOR SL4IS. SEQUENCE TO 71/1 ENGINEER BEFOPL� i / . C. A6c,C UN • 1 I I ■ � . SEC> /ON PROCEED /Na N/TH WORK . _ - _ - a��°■e� ® PL AN - USE CoNSTR • 4 . /d /N/MIM of 24 Nes. BETWEEN PLAC /N4 ADJACENT PouRS. 4 • . lift iereac■ ' I I d�B��M� �� I� 1 ■1v • UC7 /ON JO /NT DETA A7 ALL ADJACENT PO IL URS. © S, SEE ARCH /TECTVRAL OR4W/NQJ PoR F /N /SH SCHEDULE ` , I J . ¢ " . 7 /0 � I I. r • MEZZANINE f ROOF TOPPING JO /NT DETAILS I I ! 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FOR PR AND LOC T /ON Of ROOF [Z.°11 �- i "1 1 S OPEN/N6 ANO EQUIPMENT EASE f SUPPORT. 2/' O 1 O` �!I -10 C C 'I 1 I Doeiev a TEE SEAM 2 � /1 � 13. 6 !/NLESS A5 //OTEO DOU9LE TEE BEAM / .' t , 17 • / � 6 , 111561 •. � r" • oh o /191 Lk 'IOW " ow, r a •, "AS CONSTRUC? OAT 4 -11 -79 `..,7i%° REFERENCE DRAWINGS REVISIONS SCALE — ; - e _ s �; MUNICIPALITY OF METROPOLITAN SEATTLE SOUTH OPERATING BASE M AINTENANCE BUILDING ° "'°""° NUMBER 0[acmlPTIOm o — ire BY o[acavno" '�! ` I � � — _ _ T3B74 • F,P, E,P MUNICIPALITY Of DE LEUW, CATHER & COMPANY oaala ■ao ogre DAM METR OLITAN SE TLE - 13 fAT Addnndul. r vI%Ion (IIaIbers r.I.rtnc. ✓L /� a "OI"a111■O CO"a"LG"r. 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COOK 'T _._1 CITY OF Tip ��t T AT OF WASH NG y ON DEC 18 2002 Project Title $ � f V L _ Mect METRO TRANSIT _ � - - � @�� r:-F ` R:•;z SOUTH BASE ,...._.......,......E........... ..� �C .? r, /� ... ii 7�1° �7 1. r1 •e v. I 1 r�..�r v f CAV rY \ / '\ • ; / ! l ?; WASHINGTON Project Numbers - 7 .47 1412 - i 1 , � '�� J ,� C i'',"1,.. t r� �1� , – .✓ y 7� /� / �t. 99071.19 1 ' `re t y ' a l � / e i) �, �.. { : r 1 Issue & Revision Dates ! l t.. y - �''"�"� r ,1�� � i�� 9 DECEMBER 2002 1 , Sheet Title #ECEIVEI rIT 14/ !, �� V OFTUKWI WAREHOUSE DOOR DEC `a ?..002 — , — Drawn By Checked By PERMIT CENTER Sheet Number 3 Sheet Number Of ♦. moist of Rasa tofu Mos Iro nopfal and op.daned wort of the Cchitecl and may pot be Neff, dup of AIC mad v.me ll the ..lion Consent of the alohtacl. Copggnl 0 2:d by Imanes Coot Reed Re rood Neh loch PLLC. 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Arkstap- , i ... a� ; ,ref ,, 4 // • L �� , .f -. 8617 REGISTERED F ® • -----� �,• ---- � — --- �, - . - _ /'`�� � .- �''T � ... • i c/(j - �`� �:, = � ARCH! ood CT . \ l ,rte ■ -- -- ----- 4 ` o . , • • b ., . 'A�lDAl. COOK TATE OF W,�S�I;i��GTCIW ______ ____________________________ - a i ll ..._. r �'_'} w _,_ i • -5________4 i . • •,. . Project Title '-,- " 1 (� } I , `� I I u. METRO TRANSIT I I I l n I i { I SOUTH BASE f iw - 4:::: r ti .c. , 4 M ej _ $ /L / (pc/NT) - _ � �� __ :_�... �._. :_ , 8 1 T�!11,�1G.,4,. WASHINGTON . _. —._._ . ! Cr7 =� L�f• . .._�v.' . 4, Q9 Project Numbers 4�. '1V.., ._4%I c �J' -- -- a >` 99071.19 .1.1: .C,,r� -_ - +�= `�-- ' A ..;;T - „ ," - - ' Is sue & Revision Dates 3 ; it ; i ?J '� � "�'�•� - -..�? .(_•• � " T,r__.... y �` Is LI_ .� r --- fl— r d — I t •,41, _17 -- i. ;i . ... it" -- -*��r �- .�., „'t , ' 1 _." 9 DECEMBER 2002 Li: 5 -NLA.a._....„,,.. 1 .„," a / 1 i 1 Sheet Title —__. RECEIVED WAREHOUSE DOOR / •= /Lel I CITY OF Tummuk DEC 1 1. 2002 Drawn By Checked By -- PERMIT CENTER Sheet Number 4 Sheet Number Of .. maimed I.C.C. Cant Mel Ira orD.rn and .npub obea..at of lho aeileet and may not be I.See . euIYCalod w dicta wIraul Ire .•/Alen eonionl of ma MC Meet. Copg9 O 31W by theam Cane Yead RO n.ad Nondeelt PLLC. N mills .o. od • I 'I 1 .1. . I-. I I I I I 1 0 1,I 1 1 1 Ill t \I t t i I 1 I i; 1' \ - I' 1 I I I 1 I t) I I 1 I l.. I 1 I 0 Inch 1/16 1 , 2' 3 , ' d 5 6 1, y y A.AZI i . ,.., .• r • r 1 IIIIIIiiiiIiii Iiiii iiiiiII1diiiiI Il -IIILIIIrIIIIIIIIIlII_IIIIIIIIiii iIIIliiiihii iliiiIIIIII, nniiihhiiIiiiiiIiiiiIiiiiIiiiililid i1h1 • . AR C H I T I C T $ /r. '., C ....i ■ IIIIC MM. EC CIC • Ca W W IAIG 253.572.3993 1 --. ' FAX 253.572.1445 • _ f_ /I', , pe Z _ ,, :- , i — - � ' ,• ; �� t , , o architect®tcrr.com I C J - VA/ r � r .:::-:":7 ' ) ,_ = 902 NORTH SECOND STREET 1 /'�� / .. ; �', •• U c 1- - . / . 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'E' "'` op E� EVA c� -. , • �, "mss �'_1 T Proe / Numbers A IL _..._ „. .�-- r 99071.19 Issue a Revision Dates 9 DECEMBER 2002 Sheet Title RECEIVED WAREHOUSE DOOR CITY OF TUKWILA DEC 1 1 2a02 - Drawn By Checked By PERMIT CENTER ER Sheet Number 5 Sheet Number Of Al motet of rem, canwlutes Me cog not ono .npudAraa rut at me acdletl and may no, be used. W pl'CCICa a 61Clnsod rilhnul the Wien conical of ma omit Mc!. Copyn9hl Ill= by Moroni Cool Reed R Rom a Nth:loob RUC. AA rip* u moved. • I I I 11 l a ''I I' I I I ' I f i�1I I Ii I I I I y I 0 Inch 1/16 1 2 I 1 4. I i 3 , 5 6 r E� ' _i ..�NWIr n' avyvrrr + l• . IIIIII1111111.HIll ii ii Bill ilui11,1111I1111 111111111 111111111 111111111 1111U11111111111 11111I11IIIIIIIIIIIIhIIIIIIIIIIItil ....................__________ A R C H I T I C T $ = 2 MIMI J 1 MC LIU 1 A , O W p Oa 253.572.3993 FAX 253.572.1445 ale = architectetcrr.com I ii ' v TTACOMA, WASHINGTON 98403 ._ y 5 Y / & T , o f .0 r. 4 0 = t p... Improving Lives by Design 4 w 7<// �J / i .__tea :!'•,.4":4//77,:"°,4:-4.7.' II V \' AR I tt 17 REGISTERED 1\4-&-.04- : u... T "i_.___11 _ f .., 1 1/ ,--:- - r 2 RANDAL J. COOK > STATE Of 'r'V,ASI-IINOTCN I f II i • N . I . !y� Project Title ' � � METRO TRANSIT . , 1 O SOUTH BASE WitiAgc7, FWY:fi.. • -IVE-ALAU4.44, Gru :g7 ie.. I . r.0 �DLe . I 11, MY OF T�i , t' . � u APPROVED - . r -oil/ `s.., '�1= , WASHINGTON E, �� I , c� Project Numbers ---------m il 41 ' I 1 DEC 1 8 ZB 99071.19 I Issue 8 Revision Dates I , , • 9 DECEMBER 2002 j . . , . • 4 _,.n...4- _ a ,. w.n i . . ► Sheet Title 1-14A"r4'41::‘'It*eij E'ItILAI I RECEIVED WAREHOUSE DOOR 1 C!TY OF TUKWILA I OFT 4 ?on? Drawn By Checked By PERMI1 C;.�i •, ., , .:r I Sheet Numb 6 .......- z2:-......_.-67-7,-...___LvL/ ,,,,,....i, eir, .4# / w Sheet Number Of Al malnia bomb canUI•In Oro wpm and unpuWANed.w40l Iha acl•lael and mny nnl be used duplcalod a 61eblad .wlboul mo WI ben consort/ of Ire arc NOW Copl.g• n SWby Thomas Cool Rood ROn.ad NcniloabPLLC.Nl r'gnn.Maval I I 1 I Iv I' I I 1 I ! I I I II 11 i 1 1 1 1 i . 1 1 ;' I 1 • , I I I I� I I I I I 1 1 •ti I I 0 Inch 1/16 1 I 2 1 3 4 5 6 x'' e I 4 .; `X!r^Tt rr IIIIIIIIIIIIIIIIIIIIIIIIIIIII1llllillll ; iIIIIIIIIi IIiLIII I1 III IIIIIII l► IIIIIIII IIIIIIIIIIIIIIIIIIIII► IIIIIIIIIIIIIIIIIIIIIILIIIIIIIIIII ►LIIIIIIIiI►Ii1 .........................„.______.________ . , A R C H I T i C TS rr •• • CATALOG NO. A o 14B01 (BRONZE) 4 -198" _ J ■ 1 — � - y z OW 15 �" r . �� � / o • I - - - � • ? > W — --. ii — 253.572.3993 FAX 253.572.145 toe - ----...) „� o archffectetcrr.com t ;/, % 0 902 NORTH SECOND STREET Oigl • ! / /-4.V r I � i y TACOMA. WASHINGTON 98403 /.. a ..;:;#• ':::"' '7i-s-7.1 s''' ' ''i " R.Z. i ------- ME ...1 ........__ ___\,......„(._ y 111.. Improving Lives by Design V -- 3 • �• _. �" ':7 ' :.; •' A- 1 , !it"( — � . �`3 ° ,.1.. r . C1 ,ce ANCHORING T74BS— - ��jGiG r..--- 0 `r r ../ V IA) v � -i*. '•,i__‘1,..1t; Ok . . s -----...."--GROUND SCREW rt Yj •. ARCH CT � /Ill - 11P% l I / /, t f �; .-., ^, f ,�-�� e.. / �:! N. ;3 _ ` — y: 5 _ . (liz SPECIFICATIONS � �� � Ai�AAL J. COOK Wedge Tjpe Deck Anchors: The ;sedge deck anchor shop be provided ' ' STATE OF WASHINGTON The body shall be constructed of cast bronze with a ground connection of its base and / and shall hove a tapered chamber to receive shall hole an anchorin g protrusion R at its /‘tl ' ' . ' / the wedge by means of which a ladder or center. Anchor shall be Paddock No. 4801 other roil may be held sewretw The wedge bronze required. Wedge � ' ill: ''"" �. P.! — , ' 4 1' - :: �..� shall be of cost bronze red with stain steel ,.; ' . �,� f ! . Project Title shall be drawn anchors shall be covered .,, 1 - ' " '' ,. '' �,f M E against the rail being anchored bymeans of escutcheon Paddock No.1e3Z. J " ° '" '�`� ° � `'' - "' TR O TRANSIT 01/2" bolt. Anchor bodies shall be made to ;r f SOUTH BASE accommodate 1 - 1/1" 1P5 standard pips roils. A ; .. • •r -� via �O� �' � � . � .. �✓"'.r .�,.' y — y -', ,/,--) �••y / 1� I Y l , .....0e . '-; f , i V;... ..G" 1. a. �"Y' POOL EQUIPMENT COMPANY', r� J J J ,,, `�+� r C --"Y'• -- - , �' 1 - / ./- j .N_ c j. ) _ a.� .�,�(L • �ei w,;:4 -^ r • 6GlE NOME _ / - r �p 72)/4491.A, WASHINGTON ROCK NIEL, SOUTH CAROLIy 297 RATE "~" 1� a� , ' 1 � Project Numbers NO. DESCIIE MT! 99071.19 T -1 /Z" WEDGE DECKANCHOR • CAI trv. .11101-49 ID REVISIONS CAST BRONZE DWG. NO. II-2 13 = / — ' „24 i ' � : ' • ? I —�-- ea t yyttl Issue 8 Revision Dates r_- ,Z, �� �-.-- f r 9 DECEMBER 2002 DEC Sheet 2 A /L Title /rte 1 0. P Th / L ;. ; — • _ w _ __ _ _ .__ WAREHOUSE DOOR 02 � f/� / 7 E �G —1 �"C..�r �,A,� v Drawn By Checked By Sheet Number 7 Sheet Number Of U mato. Paten cone :Isles Pe env.* one unmoved ..alk of the =Meet rend l..,y not he led. myCOled or dec o$od . Mout Mey.rillen consent of We • meh'leel. Cops.. p =by Pomof Coop Rood Rpm= Aechilech MC. As contt maned • ■ • Ii I f I I I' 1 i I I 1 1 i. .1. 11 1 1\I l i• l 1 l ' I f I I hI r y i 1 , ,, 0 Inch 1/16 1 Ii: 2 •3 d 5 6 l V l c, 1. F -i- tJ (+ b' L I L I, . l 0 1 IIIII1IIIIIIIII1IIIIIIIIIIIIII1I` IIILIIIIIIIII1IIIII, IIII1IIIIIIIL111111111111IIIIIIIIIIIIIIIIIII, IIIIIIIIIIIIIIIIIIiI1IIIIIIIII .1IIIIIIIII1II,IIIIIII111111 , \, , • • A R C H I T E C TS / A" , — IIIIIC /i , r • 1 l I = -- _ _. I 1 , i \ ,�— E.1.1 _ CIC .� f ► 1.1.1 1. i- : ✓; I 1 „^ . r . v . II tOG 253.572.3993 r� -,. �,P j,� fit.',, . _+ I \ \ big FAX 253.572.1445 � = architect®tcrr.com �� ', / 902 NORTH SECOND STREET „NI I-' ,, TACOMA, WASHINGTON 98403 N. • g3 G . - -L 1 , / r f) 'r; I- Improving Lives by Design v v 1 �1?"� "'� , 1 L/ ' • I 1 ./-1 t)t t f 0 1011 ,,, ARCI-Irl_. T 3617 REGISTERED VC/ 1 A + 1 :, ,r) { •+� - 1 / .� ., r -, l : ,/ , 1 ,�j J j i .•r 1 1 1 ! (. :,., ,, r. , . , r i •' 1 Z !!� / � �/ 6 'AN ' DAL — �_ / • 7 f L4F! ' A , �..._ j ... pi, o i,/,,,,,,...-. , ,,,,....„...„ ,. .6 I 1 , I y I ....;■_,, , i •0 / t , :7 / :;,,/ /..i.0' „,, ''r�r ✓�YI. /r./ f 71� ST }, n ,7117 r��. � } ii I I I -= 1 - I�T� QY 1r'Ur�1 =i.� i q /i z yi j f; i ” II. * � , 1 Project Title .._ '� METRO TRANSIT . SOUTH BASE N CITY OF TI. rVW LL APPRO` f 0 7 - = ... ).- i. ` • f 7"clk;�"at WASHINGTON ° ^� 1 - : DEC 0 d Project Numbers S t .. hf ✓ .... i'' S 1 . .. ' i . j 99071.19 d ° � " j Issue & Revision Dates Ali/ _ ,I1:. 1 NI w y� 9 DECEMBER 2002 Sheet Title REC: M vE,_} WAREHOUSE DOOR !'iY Or TL;;;,. n DEC 1 2002 Drawn By Checked By 1 ` I PERMIT CENTEF Sheet Number � _ 8 #_ _y ^ , j .i I.-, Sheet Number Of • w -... OA mold,oll'ma cord Um lho anginal and on F.1,11netl..04 dlne 01cf.IOC1 ne0 wry not oo used. 0 a d1C0Scd a/InoW Inn rwdlnn clrsenl 01 ny / � n.a 1001 Copyr5y0 P:902 ny,I.o nor Cool fined R. d PLLC..V I� / I : r'an11 1niM1M r. • t '1 I i . • I Ir'I•11I'1'1 .iiltilI t Ii'l 1 1 ii t i H 0 Inch 1/16 1 I , I l 3 5 s 6 Vic- ',t W� ^ 'i'��r►r -.,,. _ Y ♦ L: 1 , � 1 -a.o 4_ . IIIIIII111 11.11111111111111H IIIIIIIIII 1 IIIIII111111I I 111111111 � 1111111 l ii � I1III11111I111. 111111111111111111111111111111111111111111111111111111II , DKB DKB GENERAL NOTES: ' 3) MISC. SUBMITTALS: 1) MAi'EIALS: SHOP DRAWINGS (STRUCTURAL STEEL, REINFORCING STEEL) TO BE REVIEWED /APPROVED BY ARCHITECT PRIOR TO FABRICATION /CON : TRyCTION STRUCTURAL STEEL (ROLLED SECTIONS): ASTM A492 - Fy = 50 ksi ., I`. (PLATES) ASTM A572 - Fy = 50 ksi CONCRETE MIX DESIGN / SUPPORTING TEST DATA BOLTS: q , -dik .- ASTM A307 - FY = 36 ksi STRUCTURAL STEEL MILL CERTIFICATES WELD ING: ELECTRODES: E70XX LOW HYDROGEN I WELDING ELECTRODE CERTIFICATES J6 7 ' � , :, ,. r O : CONCR WELDER CERTIFICATES (WABO CERTIFICATION REQUIRED) 4 F'c = 4,000 psi @ 28 Days • REINFORCING STEEL: EPDXY BONDING COMPOUND AGENT PRODUCT LITERATURE ASTM A615 - Fy = 60 ksi 2) GROUTING REINFORCING BARS AND BOLTS: 4) INSPECTION REINFORCING BARS AND BOLTS EMBEDDED IN EXISTING CONCRETE SHALL BE GROUTED PROVIDE VISUAL INSPECTION OF ALL FILLET WELDS AND ALL COMPLETE /PARTIAL PENETRATION WELDS. PROVIDE ULTRASONIC TESTING OF ALL COMPLETE PENETRATION INTO HOLES DRILLED INTO THE EXISTING CONCRETE. HOLES MAY BE CUT BY EITHER WELDS. ROT`-ARY PERCUSSION DRILLING FOLLOWED BY AIR BLOWOUT WITH OIL -FREE COIF. 1PRESSED AIR OR DIAMOND CORE BORING FOLLOWED BY WATER FLUSH. THE TAKE AT LEAST 4 CONCRETE TEST CYLINDERS FOR STRENGTH TESTING AT 14 21 AND 28 COI�•JTRACTOR SHALL CHIP AWAY A SUFFICIENT QUANTITY OF THE CONCRETE COVER ' DAYS AFTER CASTING. A FOURTH SHALL BE CONSIDERED A SPARE UNLESS A 56 DAY FOR ENSTING REINFORCING TO ASSURE LOCATION OF DRILL HOLES SO THAT THEY STRENGTH TEST IS FOUND NECESSARY. CLEAR EXISTING REINFORCING. CONSULT MANUFACTURER'S RECOMMENDATIONS FOR PRD'PER INSTALLATION METHODS, INCLUDING PRE - WETTING HOLES, INSPECTION TO BE PERFORMED BY A TESTING - INSPECTION AGENCY RETAINED E AINED BY THE FOR REINFORCING BARS EMBEDDED LESS THAN 2' -0" , INSTALL A MEASURED AMOUNT CONTRACTOR BUT APPROVED BY THE ARCHITECT, OF CR OUT INTO THE BOTTOM OF THE HOLE WITH A CAULKING GUN EQUIPPED WITH AN 5) MISC. EXTE=NSION NOZZLE. INSERT THE BAR OR BOLT DISPLACING THE GROUT AND SECURE IT ITHE CENTER OF THE HOLE. REMOVE EXCESS GROUT FROM AROUND THE HOLES CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS FIELD CONDITIONS. BEFORE IT HARDENS. / ONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING CONSTRUCTION. FOR REINFORCING BARS EMBEDDED DEEPER THAN 2' -0', INSERT THE BAR IN THE HOLE CONTRACTOR SHALL VISUALLY SURVEY AFFECTED AREA AND NOTE ANY CONCRETE AND USE AN APPROVED PRESSURE GROUTING PROCEDURE TO INSTALL A MEASURED WALL, FLOOR OR SLAB CRACKS PRIOR TO CONSTRUCTION. AM©UNT OF GROUT. GRODU FOR BONDING REINFORCING BARS AND BOLTS INTO EXISTING CONCRETE SHALL BE i N APPROVED EPDXY BONDING AGENT. APPROVED ADHESIVE GROUTS INCLUDE P :\DKB\metrosbdoor\GENERAL NOTES.doc MC?. HILTA HIT ADHESIVE ANCHORS (ICBO #4419) OR APPROVED EQUAL. PROVIDE POSITIVE . Q+ O� WAS ?' PRTECTION SO DOWELS ARE NOT DISTURBED DURING CURING. f- C : ' K O- - DEC 2002 a1 ^ ~ �� i �i t 'a 'g 'mi.- r`` =NTEP o � .4 ' IS TEn * . �� � "S'O NAL E S I t1 ° I EXPIRES 12 / 28 / b Ii - i �4 r; ,i<.:�`: • Gen @ ra � tom.? O4e S 1.< — S K I L L I H G Consulting ctural • � � W A A 0 and Gvil Engineers H A G H U S S O H 1301 Fifth Aven Suits 3200, Seott L WA 99101.2699 B R R K S H I R E Ph. 206/292 -1200 Fax 206/292 -1201 hnp: //www.skilling.com nET(�O sou-TA SAS N. E, �, O ©o2 - C"oV��v ‘`q , W le —0 I I i 1 • . 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SIP sA akISTI,%)& ./ c�. oa ., cw C 1"x11-0"010" c , ; _ A, Cr . 5o G o GNC SN-a �� - III ` • Cr) • -* 5 eA spec) - L.A.Q w I sNAAv A6t30 ,/' . 7 " 0,4%61 , vR sot...- 1 Lost L,A13 i 3 pS29 @.. �1 ( s 614D S Roo�l�en n&4c or e� ew Gomc =i FILL , N 1 N aHIM0 f''RA.V ID p o� I 1J�W CON,, SILL. ,,,, , tts;,) I aNrEl.1�6 N 1'1TS i - '-_ - •-- O ra . • • 6 Z- is OG N • • • O R11�. /S' PoX1 & OO ® n IKbI 1 - O " �N To (e=) FN,D. R n I f 1 A i l 1 �xN I N 6- � i . , , - 2 O" w toe x 1 o '-co" Lot G New wall F t - - yc ax"Ct3'NJ C 2 -O IVor41r /So irri{ OF ;1V PM g w,ou. FTc - 1, ,t (3)--166 Cowl"' Tc�- B C\as.w) #Lc.t., . A y r.......1 G. z Co O ) 5 K —01_ -- ry P 1 ca_ ui,6.t,SEcTipN CLooK,ti& SbCr7-h) 1.. S K I L L I H G Consulting Structural J/ I t 1 0 r t � � � W A A 0 and aril Engineer' a H A G H U S S 0 H 1301 fifth hem, Suit 3100, Sant, WA 98101.2699 [ 6 ' a A A K S H I A E Ph. 206/191.1200 foe 206/192.120I hnp: //w .sUlhng.rom `- G°-i R.O ;;o0 1 BA - i`J e �i D o oR 9r. i , sit A. 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