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Home My WebLink AboutPermit B94-0164 - BOEING #21-02 - WALLS, SMOKE VENTS AND CURTAINSCity of 7itkwili (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B94 -0164 Type: B -BUILD Category: ACOM Address: 3417 S 120 PL Location: Parcel #: 102304 -9069 Zoning: M1 M2 Type Const: V -N Gas /Elec: Wetlands: Water: 125 Contractor License No.: BOEINC294ML BUILDING PERMIT CM Status: ISSUED Issued: 05/04/1994 Expires: 10/31/1994 Suite: Type of Occupancy: WAREHOUSE Slopes: Y Sewer: VAL VUE TENANT BOEING #21 -02 3417 S 120 PL, SEATTLE, WA 98124 OWNER SABEY CORPORATION 201 ELLIOTT AVE. WEST, SUITE 400, SEATTLE WA 98119 CONTRACTOR BOEING INC. Phone: 206 544 -2975 9725 EAST MARGINAL WY S, SEATTLE, WA 981242207 CONTACT TERRY BENNETT Phone: 206 544 -2975 P.O. BOX 3707, M/S 46 -87, SEATTLE, WA 98124 ******************************************** * * * * * * * * ** * * * * * * * * * * * *k * * * * * * ** Permit Description: REMOVE AND INSTALL VANGUARD WALLS, INSTALL SMOKE VENTS AND CURTAINS. SETBACKS Units: 001 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: SPRINKLERED UBC Edition: 1991 Valuation: 150,000.00 Total Permit Fee: 1,348.43 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1tkip 5-U-9y Permit Center Authorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this bui l ng pe }',mi Signature: Date: l -e7 J Print Name : L ---7 Title: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWIL, 4 Department of Co,. /munity Development -- Permit Cent, 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME Qiirr8 (541~1 3 lao PI SITE ADDRESS SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. :EPARTMEI BUILDING - initial review FIRE TE O PLANNING Kbtk (ROUTED) 4f/S)% INIT. VP 4'4-1'70 ` a7r MME CONSULTANT: Date Sent - Date Approved FIRE PROTECTION: Detectors FIRE DEPT. LETTER DATED: f,( 2,1:' N/A INSPECTOR t / ZONING: BAR/LAND USE CONDITIONS? Yes INIT: VGA REFERENCE FILE NOS.: O PUBLIC WORKS MINIMUM SETBACKS: N- s• UTILITY PERMITS REQUIRED? LJ Yes ° No E- INIT: PUBLIC WORKS LETTER DATED: O OTHER .4 BUILDING - final review g BUILDING OFFICIAL INIT: REVIEW COMPLETED 0/9,1/ INIT: ,/}1 TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °Yes $ No UBC EDITION (year): AMOUNT OWING: CONTACTED -'la r 34?flrw±¼ DATE NOTIFIED 1 q BYt.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08193 BUILDII3 PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 CRUZ JOB # 141(113-01 PLAN CHECK NUMBER DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE PLAN CHECK FEES 1)114 50 l-( • AND CURTAINS BUILDING USE (office, warehouse, etc.) WAREHOUSE BUILDING SURCHARGE 14 .5n WILL THERE BE A CHANGt IN USE? ❑X No ❑ Yes If Yes, new building OTHER: Area of Construction: 80,000 OR HAZARDOUS MATERIALS IN THE BUILDING? System WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE © No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: X Sprinklers X Automatic Fire Alarm TOTAL - Ii tgl;.43 SITE ADDRESS SUITE # 3417 SO. 120TH PL BLDG. #21 -02 VALUE OF CONSTRUCTION - $ 150, 000.00 PROJECT NAME/TENANT BOEING DEFENSE AND SPACE GROUP ASSESSOR ACCOUNT # 102304 -9067 TYPE OF (TNew Building Addition LX Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage 0 Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: REMOVE AND REINSTALL VANGUARD WALLS, INSTALL SMOKE VENTS AND CURTAINS BUILDING USE (office, warehouse, etc.) WAREHOUSE NATURE OF BUSINESS: AIRPLANES requirements may need to be met. Please explain: WILL THERE BE A CHANGt IN USE? ❑X No ❑ Yes If Yes, new building SQUARE FOOTAGE - Building: 107,500 Tenant Space: Area of Construction: 80,000 OR HAZARDOUS MATERIALS IN THE BUILDING? System WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE © No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: X Sprinklers X Automatic Fire Alarm PROPERTY OWNER BOEING DEFENSE AND SPACE GROUP PHONE ADDRESS P.O. BOX 3707 M/S 46 -87 SEATTLE, WA. PHONE ZIP 98124 -2207 CONTRACTOR SAME ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # BOEINC-294ML EXP. DATE JAN 01, 1995 ARCHITECT PHONE ADDRESS ZIP 1.I1EREBY'CERTIFY;;:THAT;;1 HAVE READ.: AND EXAMINED THIS: APPLICATION AND KNOW THE SAME TO BE TRUE. AND: CORRECT, AND 1 AM AUTHORIZ , • ,TO.;APPLY :FOR;:T . IS. F?ERt1MIT BUILDING OWNER SIGNATURE "" DATE OR �!►'' V AUTHORIZED AGENT PRINT NAME TERRY BENNETT APRIL 17,1994 PHONE 544 -2975 ADDRESS PO BOX 3707 M/S 46 -87 SEATTLE, WA. CONTACT PERSON TERRY BENNETT CITY/ZIP PHONE 98124-2207 544 -2975 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED —qu DATE APPLICATION EXPIRES Tirs, COMMERCIAL- MAMMAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS 11 Completed building permit application (one for each structure) 1 Assessor Account Number Two sets (2) of the following: Specifications Structural calculations stamped by a Washington State licensed engineer Soils report stamped by a Washington State licensed engineer LJTopographical survey L 1 Energy calculations stamped by a Washington State licensed engineer or architect I_j Legal description Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings • Landscape plan • COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (one for each structure or tenant) Assessor Account Number Two (2) sets of construction plans, which include r. Site plan; • Locadon.of tenant space.. ■ Existing and proposed parking • Landscape plan (if applicable, i.e., change of use) 11 Overall building plan ;• Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage Floor plan of proposed tenant space Tenant space plan with use of each room labelled. Exit doors, egress patterns. . • New walls, existing wall, and walls to be demolished. . Construction details • Cross sections showing wall construction and method of attachment for floor and ceiling.. Structural calculadonsstamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) Completed utility permit application (one for entire project) Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility submittal requirements. RACK STORAGE Li Completed building permit application Assessor Account Number Two (2) sets of plans, which include: [ 1 Building floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions of all aisles 1JTenant space floor plan showing rack storage layout, aisles and exits. NOTE: Include dimensions of racks (height, width And length), aisles and exit ways on plan. [J Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS Li Completed building permit application (one for each structure) [11 Legal description Assessor Account Number NOTE:' If any utility work is to be done, submit separate utility permit application and plans: REROOF n Completed building permit application (one for each structure) I I Assessor.Account Number Narrative describing existing roof, material being removed, and Material being installed NOTE: A certification letter is required prior to final inspection and sign- off of the permit. • ANTENNA/SATELLITE DISHES Completed building permit application Assessor Account Number T■vo (2) sots of plans, which include: Site Plan (showing building and location of antenna/satellite dish) n Dotaiis antenna/satellite dish; and method of attachment Structural calculations stamped by a Washington State licensed engineer may be required: 11 LJ Two sets (2) of working drawings, which include r -� • Site plan ----4•• (On plan, show closest hydrant location. • Foundation plan Include access to building, showing • Floor plan width and length of access.) • Roof plan • Building elevations (all views) • • Building cross - section • Structural framing plans Washington State Energy Code data Completed utility permit application Li Six (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may be combined. See utility permit application and checklist for specific submittal requirements.. Additional topographical and soils information may be required if unique site conditions. RESIDENTIAL REMODELS I- Completed building permit application (one for each structure) rAssessor Account Number Two (2) sets of working drawings, which include: • Site plan .` • Foundation plan • Floor plan • Roof plan • Building elevations (all views) Building cross - section • Structural framing plans.. NOTE: if any utility work Is to be done provide utility permit application REROOFS: Completed building permit application (one for each structure) JAssessor Account Number n Narrative describing existing roof, material being removed, and material being installed NOTE: A: certification !otter is required prior to final inspection and sign -off of the permit. ** A+ k **h * **** *A• *kh** ** ***** **** **** * ** *AkkA* ,* *k *k *A•k ** *kk*k**kk CITY OF TUKWI :L,A, WA TRANSMIT ****** kA********** k• kh*•• h* k******: 11 r*** k •k•kk•k ****k*** * *.A** * * * * **k * *k TRANSMIT Number: 94.000406 Amount: 1,348.43 04/25/94 07:50 Permit No: L394• -0164 Type: B- BUILD BUILDING PERMIT Parcel No: 102304 -9069 Site Address: 3417 S 120 PL 04/2519( Payment Method: CHECK Notation: BOEING !nit: bLu ** kk***k k******************• h******* ***** * ********k *k**•k ** ***•A *k* Account Code 000/322.100 000/345.830 000/386.904 Description '4 BUILDING •- .NONItES PLAN CHECK -• N[3NRES STATE BUILDING SURCHARGE Total (This Payment): Total Fees: 1,348.43 •. Total All Payments: 1,348.43 Balance: .00 Paid B14.5(ib- 529.43 4.50 1 .348.43 GENERA 814.50 GENERA 529.43 GENERA 4.50 TOTAL 1348.43 CHECK; 1348.433. CHANGE 0.00 1313A000 21 :17 CITY OF TUKWILA Address: 3417 S 120 PL Suite: Permit No: B94 -0164 Tenant: BOEING #21 -02 Status: ISSUED Type: B -BUILD Applied: 04/25/1994 Parcel #: 102304.9069 Issued: 05/04/1994 *• k• k****************• k'**** k******• k* k' k************` k• k*• k * ** ***k•k'k*k *•k *•k•k * **•kk•k** Permit Conditions: 1 No changes wi 1 l be made o h " ; t t ,;rt e �p.1'ans;,. iiti��::e,ss.: approved by the. Architect and the Tu.41a Bu11dinhg Div'is4 �•,, 2. Electrical permit si .1�1 be ob, tainedp ..through�"th;a'lashington State Division of"°Laborr ar d' T,ndust 'i e`ie'�'`trical ,;.¢ ,�, i � �. � i,� ,e s and„ a 1 1 c, work will bey' tinsi ec,ted by� tha' `ragency ,(248- 6.63�)0) . 3. All perm its *� fi�nspect,jo,n, records, .and approve,d."pl }anss�1a,11 be maintaine,c evai.1ab' °le'�•at thev,jdb site''prjor tow,1ttie star t any const uctaj,on'':< Thesel- documents are to''be. ma i ntai tied avai1ab e, unt�l1:;.jfi'na1 inspec�f,i,oh ;,.ap�prova1 is grante i ` ti 4. Parts t,ion' wa11s 'attachedito'cei1ing�f:�grid must tie 1.6.036" 11 bracee�`'�,irf over eight (8), fe'et} in length. 'Y `" 5. All c;o str�uction.;:to be':,done i'n,..conformance with approvevd. p1an 'sand: �r,e {'quir=ements ;of the � itifformr Building Codes (1"9.91_'s Editlorn)'as 1,amended by °the_._Wa�sfhingta:ii? State Building,;, C'odef,,,�, Un iO � m Mechan.l'ca 1 Co,de.h-•(,1991 d i t i i "" ii'n. ,an�d,,Washington State Ene�'r'g Code (1 =x991 •S�ecand, Edi`tidn) .. C," i 1. fix' `�. *emit 1 i� � � *'.iEi .:f' � .� ...; w... .:'rF .� 6. Va1l� -sty ofz Pe'rmi=`t. ` 'The `.iss1uance ,o'f a .permit or approval, of plah ,. �spec�ifications a. rid= >computair':4ions' shall not be cpn strbeld toy,•be a permit :f.a.r , rr�'an asppr,ova"l of', any viogati.a �, Y ,:1 of a`�ny oi=. the ;'prov;i;•si ons' o'f sits i s code.. -or of any other, ordlnjance of the ,iu' IAA rpci.ic;tri'on. No perrn ft? pre sum ing to g'"i 'e. auth4o0ty'or violate or cancel the'd pros) ia`.ions,of this cc'odeo . sha iElr ?,l►e't a4l:,1 d • 'ap• t f o INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: fOoOlc-7 NG 2 1. C) -- ype o ns --- ` I" f ktes t...„ f dares: 3q I ? S - / 2 -o - Date cued: J - ,Special Instructions: ? a n'' Date Wanted: '' -Zi- q Qp.m. Requester. .1.ertt l Phone No.: [Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Ifiv`hi 5 ynk-R VC-7,4 'r c.,1- 6 (� i� . r 5 PO 3 44 4i /f / 7117-0 g,LA44i Ai c? 4 Z-S ,..CL--Irt) f---P- '-r -r,,, ' AIG -4 6 c.v 6 / 4) - r--, IInspector: Date: 7 Z c. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must • : paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [IMO: '';: j�; y7�!'^'. n�* r, �l, ��e.,.. i... w, w� .....e:'sur.e!tti4•�..w!�in.n,r w..,.w • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 -War' ? 1,)44-e4/4 k �l Type of Inspection; N Address: I v..f' 5 ' 1 s'O s-� Date Caked: Speaai Inlsttrructions� Date Wanted: �'�j0' /+Om' Requester h (A GI Fiona No:� i 4 c� - --7 1 �l ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: /) AL see. 2.5/ 70)) 9, 2/C Te C Plei-o4e,-45 (, 5 J. «r_.I 4 e.��r [ a/ sp. s ye re ii // ce,,i L4 b/, /-.5 (6 .,, i i _/ 0 U 1- --"TPaj /_ Ae ei A,o• 7,-4 l Z5- `v fi, /y re 5 =‘, - / 2) /e..-„! 1. ! / -) ( % . e /e," / ! / -ide' 3 -J U2.G. ,,.o.,,,,' % 4 L.1 /7-7, ' .41 74, C /)4 r-, c 4e r , /3ea i, o ct,y // 44,,x, ,ie,A ✓zr.,9 / ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Lae: ; 05)54.! 444.i0a.anr1►AAt 04k4wrs'r4kd th �,�..ri..e...s.}.s.,n:. �..c_.:..._�.....�,.... City of Tukwila Fire Department John W. Rants, Mayor TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name 204 •1-)� Address X Retain current inspection schedule Needs shift inspection Thomas P. Keefe, Fire Chief Permit No. g9y-oADV/ Suite #_ Approved without correction notice Approved with correction notice issued Sprinklers: -5 Fire Alarm: ill Hood & Duct: /lJ Halon : i''V Monitor: Aotfr Pre -Fire: Permits: 11 Authorized Signature FINALAPP.FRM � - 2/-/ Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575 -4439 BE &C ENGINEERS STRUCTURAL CALCULATIONS FOR 21 -02 KIT SPARES /41 MOD BOEING DEFENSE AND SPACE GROUP KENT SPACE CENTER KENT, WASHINGTON April 12 - 1994 Prepared By: BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Document Number: 326 -DCA- 94052 -S 1 Figured by:� H.Sh hb Ilan, Checked by: Approved by: W. E. Moor, P.E., S. LOCATION: BLDG 21 -02 SEISMIC ZONE: 3 COMPONENT MFR: INTERLAKE rrXPIRE5 3/22/ yr SEISMIC DESIGN PER: 1991 UBC STANDARDS RECEIVED CITY OF TUKWILA APR 2 5 19911 PERMIT CENTER objectives design loads storage racks live load dead load roof structure snow load analysis rough sawn smoke vent rough spann deflection allowable stresses retrofit purlins retrofit and purlins retrofit purlins 1 WESTERN WOODS USE BOCC 239 TIMBER FASTENERS TABLE 8.18 — LATERAL RESISTANCE OF LAG SCREWS IN SIDE GRAIN Metal Side Plates 1 /2" in thickness Diameter Total Lateral Load Per Lag Screw in Single Shear (Pounds) Length of Lag of Lag Screw GROUP I GROUP 1I GROUP III GROUP IV Screw Shank Parallel Perpendicular Parallel Perpendicular Parallel Perpendicular Parallel Perpendicular (inches) (inches) to Grain to Grain to Grain to Grain to Grain to Grain to Grain to Grain 3 1/4 240 185 210 160 160 125 130 100 5/16 355 240 265 180 190 130 155 105 3/8 420 255 315 190 225 140 180 110 7/16 480 270 360 205 260 145 210 115 1/2 535 280 405 210 290 150 235 120 5/8 645 310 480 235 350 170 280 135 4 1/4 275 215 235 185 210 165 185 145 5/16 415 280 355 240 295 200 235 160 3/8 575 350 485 295 345 210 275 170 7/16 725 405 550 310 395 220 315 175 1/2 810 420 615 320 440 230 350 185 5/8 980 470 740 355 530 255 425 205 5 1/4 285 220 245 190 220 170 195 150 5/16 435 295 375 255 340 230 300 205 3/8 615 375 535 325 470 285 375 230 7/16 820 460 710 395 535 300 430 240 1/2 1040 545 840 435 600 310 480 250 5/8 1310 630 990 475 710 340 570 275 6 1/4 285 220 250 190 220 170 195 150 5/16 445 305 385 260 345 235 305 205 3/8 635 385 550 335 490 300 435 265 7/16 855 480 735 415 660 370 545 305 1/2 1100 570 950 495 765 395 600 320 5/8 1650 795 1290 620 925 445 740 355 7 3/8 645 390 555 340 495 300 440 265 7/16 870 485 750 420 670 375 590 330 1/2 1130 590 975 510 875 455 740 385 5/8 1710 825 1480 710 1130 540 905 435 3/4 2400 1060 1840 810 1320 580 1060 465 8 1/2 1140 590 985 510 880 455 775 405 5/8 1750 840 1510 725 1320 635 1060 510 3/4 2470 1090 2130 940 1560 685 1250 550 7/8 3280 1370 2490 1030 1780 740 1430 595 1 3680 1470 2780 1110 1990 795 1600 640 9 5/8 1770 850 1530 735 1370 655 1210 580 3/4 2510 1110 2170 955 1790 780 1440 635 7/8 3360 1400 2880 1200 2060 855 1650 685 1 4280 1710 3230 1290 2310 925 1860 740 1 -1/8 4710 1890 3560 1420 2550 1020 2050 820 1 -1/4 5100 2040 3850 1540 2760 1100 2210 885 10 3/4 2550 1120 2200 970 1970 865 1630 720 7/8 3430 1430 2960 1230 2340 975 1880 780 1 4420 1770 3680 1470 2640 1050 2120 845 1 -1/8 5410 2160 4090 1630 2930 1170 2350 940 1 -1/4 5870 2350 4440 1770 3180 1270 2550 1020. 11 3/4 2570 1130 2220 980 1990 875 1760 770 7/8 3470 1440 3000 1250 2620 1090 2100 875 1 4490 1800 3880 1550 2960 1180 2370 950 1 -1/8 5630 2250 4600 1840 3290 1320 2640 1060 1 -1/4 6630 2650 5010 2000 3580 1430 2880 1150 12 3/4 2580 1140 2230 980 1990 880 1760 770 7/8 3490 1450 3020 1260 2700 1120 2320 965 1 4520 1810 3900 1560 3270 1310 2620 1050 1 -1/8 5670 2270 4900 1960 3640 1450 2920 1170 1 -1/4 6940 2780 5550 2220 3980 1590 3190 1280 13 3/4 2580 1140 2230 980 1990 880 1760 775 7/8 3510 1460 3030 1260 2710 1130 2390 995 1 4550 1820 3930 1570 3520 1410 2870 1150 APT B 1 I 1 L.4GB1 PURLIN HAI %:.;ERS This design has the material section where it counts, resulting in maximum loads. MATERIAL: 13 & HB -12 gauge HHB, GB &HGB -7 gauge FINISH: B & HB— Galvanized HHB, GB, HGB, all saddle hangers & all welded sloped hangers- . Simpson gray paint INSTALLATION: • Use all specified fasteners. See General Notes. • For the 3x and 4x B, HB, and HHB hangers in the table, N20AN fasteners may be substituted for the 16d header nails. OPTIONS AVAILABLE: • Hot - dipped galvanized; specify HDG. • • For 2x widths, see PF, JB, and LB models. ` • ',' ■* Other widths are available; specify W dimension (the minimum W dimension ,,is ",13/4").:Otharhelghts are available; specify H. dimension. ■'Saddle harigers'are made to order; add "D" to model number (for example, ' HHBD412Varid specify S dimension. They may be used for most conditions :except at end wall locations, and are preferred for nailer applications. • This series may be used for weld -on applications. The minimum required weld to the top flanges is V8" x 2" fillet weld to each side of each top flange tab for 12 gauge and Me x 2" fillet weld to each side of each top flange tab for 7 gauge. Distribute the weld equally on both top flanges. Welding, of course, :'deletes the top and face nailing requirements. • Sloped op ton; see Hanger Options. CODE NUMBERS. :ICBO No 1258. City of L.A. No RR 24947 SIMPSON Strong--Ties• CONNECTORS 06060 /SIM BuyLine 5162 HB412 B, HB, HHB, GB and HGB are acceptable for weld -on applications. ` "i' MODEL; �• ' NO. `;' JOIST OR • .. iPURUN•`y • -SIZE `•,,' ?'� l= -'..vi DIMENSIONS. ; FASTENERS1 :: AVG ULT : ALLOWABLE LOADSZ3 ,. ^r`t s W : - ' ';;-: ' 1-1 :` = ` B . TF HEADER . • ,. : JOIST :'UPLIFT'' . •.rr • ; (133) : FLOOR (100) ROOF (125) 1338 3x8 29/16 71 2 21/2 4 -16d 2- 10dx11/2 7400 290 2415 2415 13310 3x10 29/16 9'/8 2 21/2 4 -16d 2.10dx11/2 7400 290 2415 2415 13312 3x12 29/16 11 2% 21 4 -16d 2.10dx1' 7400 290 2415 2415 13314 3x14 29/16 13 3 21/2 4 -16d 2.10dx11/2 7400 290 2415 2415 13316 3x16 29/16 15 3 21/2 4 -16d 2- 10dx11/2 7400 290 2415 2415 B48.' : : I'•i :4x9!"I €33j 34,7143•:;,:'' :,2`•d, 21/2 4 -16d' :.•2=10d. 7400 .:..S. 315 J.". 2415 ..2415 B410'.'• I' is :'4x10' -4, )3946 `.` 'i+91/e::" .' 2 " 21/2 4-16d, •2-10d: 7400 . 315 : :: 2415 2415 13412 4x12 39/16 11 23/8 21/2 6 -16d 2.10d 9667 315 3165 31165 4330 HB412 4x12 39/16 11 3 21/2 10-N20AN 4-N20AN 13833 925 4330 HH8412 4x12 39/16 11 3 21/2 4 -N54A 2 -N54A 12933 675 4140 4185 B414'4;.• 'r`% " :4x14•u ' 139 /1sr. 1•••13 ." • '•2% 21 6.16d - ' '2-10d 9667 = 'x"315'." ' . 3165 3165 HB414 ; ` `,';'4x14 •Ft X39 /is" *:x,'13 '' 3 21/2 10 -N20AN 4-N20AN 13833 - 925 ':. ' ,4330 4330 HHB414!,; +:..41x1441' t39/16'; fk- :,..13 ." 3 • 22 .6 -N54A 4 -N54A 15400 ... 1345;:?,-; ,r5130 5130 13416 4x16 39/16 15 2% 21/2 6 -16d 2.10d 9667 315 3165 3165 HB416 4x16 39/16 -9/w 15 3 21/2 10 -N20AN 44•20AN 13833 925 4330 4330 HHB416 4x16 3 15 3 21/2 6 -N54A 4-N54A 15400 1345 5130 5130 HHB6804 a•°?6x8."0 51/W' '' 71/8 r, ' ' 2'' 292 4 -N54A' • 2-N54A' 12933 '!'•• 1 675:''' `4140 4185 B610 6x10 51/2 9% 2% 21/2 10-16d 2.10d 14375 315 4000 4000 HH13610 6x10 51/2 9' 2 21/2 4 -N54A 2 -N54A 12933 675 4140 4185 8612 , i ; ' , . ' . + s ;o� 6 X 1 2 4 . : 5 1/2 . 11 ., ' 2% 21/2 10 -16d : .••. 2 -10d - 14375 ...:. 315 -. 4000 4000 HH13612r+ :?•) 6x12' ''51° 11 3 21/2 10 -N54A '6 -N54A 19100 •' 2020•••1 6230 6230 B614 6x14 51/2 13 2% 21/2 10-16d 2.10d 14375 315 4000 4000 HHB614 6x14 51/2 13 3 21/2 10 -N54A 6 -N54A 19100 2020 6230 6230 13616 • 1- `" •• 6x16':' • 51/2 15 2% 21/2 10 -16d ' 2.10d 14375 315 4000 4000 HHB616 - 6x16'?" ' 51/2 • ' 15 3 '• 21/2 10 -N54A 6 -N54A 19100 2020 6230 6230 HHB812 8x12 71/2 11 3 2'/ 10 -N54A 6•N54A 19100 2020 6230 6230 HHB814 8x14 71/2 13 3 21/2 10 -N54A 6•N54A 19100 2020 6230 6230 HHB816 8x16 71/2 15 3 21/2 10 -N54A 6•N54A 19100 2020 6230 6230 • GLULAM SIZES HHB3 31/8 LAM 31/4 9 MIN 3 21/2 10 -N54A 6•N54A 19100 2020 6230 6230 GB3 31/8 LAM 31/4 101/2 MIN 31/2 21/2 14 -N54A 6•N54A 26833 2020 8350 8350 HHB5 :' '51/8 LAM' .51/4 9 MIN 3 21/2 10 -N54A 6•N54A 19100 ': 2020 6230 6230 GB5 ' " • 514 LAM 51/4 • 12 MIN 3' 21/2 14 -N54A 6•N54A 26833 " ° -' 2020 8350 8350 HGB5 ' 5' /e LAM 51/4 15 MIN 4 21/2 14-N54A 6•N54A 30300 2020 9425 9800 HHB7 63/4 LAM 6% 10'/2 MIN 3 21/2 10-N54A 6 -N54A 19100 2020 6230 6230 GB7 63/4 LAM 67/8 12MIN 31/2 21/2 14 -N54A 6•N54A 26833 2020 8350 8350 HGB7 63/4 LAM 6% 15 MIN 4 21/2 14 -N54A 6 -N54A 30300 2020 9425 9800 1. N20AN and N54A fasteners are Included with hanger. 2. HHB, GB, and 1169 allowable Toads do not apply when the hanger is installed over 2x or 3x nailers. To maintain allowable downloads for this application, specify saddle -type connectors. 3. Loads may not be Increased for short•te m loading 4. Uplift loads have been increased 33% for wind or earthquake loading with no further Increase allowed reduce by 33% for normal loading criteria such as in cantilever construction. 5. Uplift toads do not apply to weld -on applications. Typical Saddle Hanger Installation ® Copyright 1992 SIMPSON STAONG•TIE COMPANY, INC, 35 roof purlins tie beams stroage racks FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0164 (510) John W. Rants, Mayor April 28, 1994 Re: Boeing Company Building #21 -02 - 3417 South 120th Place Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain sprinkler coverage per N.F.P.A. 13, Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 2. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) Smoke vents require a functional test for final approval. Contact the Tukwila Fire Department to schedule the test. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Qn, r— DETACH TO DISPLAY CERTIFICATE . STATE OF WASHINGTON irk is . ::r. ^ .6..rr.N.�.mk'St;;r;"'`�. "<.�; .. ,r °.t�•.� 3, °K c' ;'CiCi�;�YYP"Ss•°i�`i:��itzAi�" ��xg'� �:} DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A CONST CONT GENERAL REGISTRATION NUMBER • • EXPIRATION DATE 01. . BOEINC #294`iL EFFECTIVE DATE 01/01/95 07/13/71 BOEING COMPANY, THE P. 0 BOX 3707 MAIL. STOP 1F-09 SEATTLE WA 981242207 F625.052.000 (3.92( G t DETACH TO DISPLAY CERTIFICATE 1 • RECEIVED CITY OF TUKWILA r 1-,Pra 2 Li PERMIT CENTER Dp E._ 14-0 7 -127 KING COUNTY AIRPORT OFFICE CENTER (FAA) 9-\‘;‘11 ;CNA -53 130E NG DEFENSE SPACE C P 0 Li TUIL. 8ULDNC 21:O2 APPROVED K T SPAHES/41 _MOD -_AST MAGNAL WA" CORORA -- _ARK BED\C 2 3A17 SOTH I2OTH N TUKWHA, WASHNCON 98168 AREA MAP r RUM DOWN I UWN SEA Tl?I.E W \\ 3, \* a \\ \ c % \\\\ \\ 900 \\ EXIT 158 80E t EXIT 157— —EXIT 157 EAST MARGINAL WAY FROM SEATTLE -- ;,9 CORPORATE BARK TACOMA AIRPORT S99 TUKWILA FROM KENT & AUBURN _F TROJE:t;T- SITE DEVELOPMENT CENTER AND EAST MARGINAL WAY CORPORATE PARK ��t�rit,...Y.' -,-r- ..� r� x •+*� t: �s #�i�»:rr*�:r�szrr�r_•.�7c.:f;�. REY:SION 900 NO SCALE SITE MAP PROJECT SITE IN 21 -02 BUILDING 21-05 lJij I' E ' ---- \\\ \ \\:\ BRIEF PROJECT NARRATIVE REMOVAL OF PALLET RACKS AND ADJUSTING SHELVING. . REMOVE AND INSTALL O'BRIEN WALLS. PROVIDE ELECTRICAL OUTLETS & CONDUITS FOR PHONE AND CABLE. . PROVIDE COMPRESS AIR OUTLET. . NEW LIGHTING AT OFFICE AREAS. THESE DRAWINGS CONFORM TO THE 1991 U.B.C., U.F.C., U.P.C., N.E.C. AND THE A.D.A. (AS IT RELATES TO THE AREA OF TENANT IMPROVEMENT) AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CilY OF TUKWILA ZONING. El PARTIAL BUILDING FLOOR PLANS SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. Ig ENGINEERING CALCULATIONS (IF APPLICABLE) El ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33-A ® BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION ■ EAST MARGINAL WAY CORPORATE PARK FACILITIES DEPARTMENT NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: 1. GENERAL PERMIT (SHELL. & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS 'TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING !DRAWINGS 2. TENANT INPROVEMENTS, 2 COMPLETE SETS 3. MECHANICAL, 2 COMPLETE SETS 4. ELECTRICAL, 2 COMPLETE SETS 5. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS SEPARATE PERMIT REQUIRED FOR: ❑ CHANICAL. lt[] EL EC'I'RICAI [� PLUMBING 0 GAS PIPING CITY OF TUKWILA BUILDING DIVISION FILE COPY 1 understand that tho Plan Choc', cro subject to errors and omissions c,,d c7,:;.:v:.1 of plans does not authorize the violation of any adopted code or ,..,dlnarice. Receipt of contractor's copy of approved p ana By Date � w Permit No. REVISIONS NO CHANGES SHALL, BE MADE TO THE SCOPE OF WORK WI'T'HOUT PRIOR APPROVAL. OF TUKWILA BUILDING DIVISION. NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. CODE SUv1MA Y ADDRESS SITE AREA (TOTAL) LOCAL AUTHORITY LAND USE CODE 1 CODE REFERENCES a Hit y.:.•%-. s....>.+.. ir•-....,: iyi�i >- +w>Li•Y,.:s;.%�s';,�}�+3•r - ' wHrm+ fw- �» Ha .'- .rt�,1K..�!M1tc «1:s�+i+f'�1' �rudjt�pi(Secr,..w.,.f «f•; must +sr?r.!?i>�+��Y;±•K�±fmrr�¢,�:. 72862 REGISTERED [ ARCHITrCT ACCEPTABILITY THIS DESIGN AND/OR S ..CIFICATION IS APPROVED PROVED BY DEPT.. DATE OCCUPANCY GROUP CONSTRUCTION TYPE., FLOOR AREA (ACTUAL. ) BUILDING HEIGHT STORIES OCCUPANT LOAD FIRE PROTECTION EAST MARGINAL WAY CORPORATE PARK 3417 SOUTH 120TH PLACE BUILDING 21 -02 TUKWILA, WASHINGTON 98168 1,720,100 SF (39.48 ACRES) CITY OF TUKWILA M-HP 1991 UBC TUKWILA 1991 UFC (TUKWILA) PER CITY OF TUKWILA B -2 (NO CHANGE V-N NO CHANGE 64,800 S.F . (IMPROVED AREA ONLY) 29'MAX. (NO CHANGE) 1 (N(1 CHANGE ) 70 (NO CHANGE) (ACTUAL 30) SPR I NKLFRED SEPARATIONS,(BUILDING) 2 HR. TYPICAL, SEE SHEET Al FOR ALL AREA SEPARATION WALLS AT THE 21-03 BUILDING SEISMIC ZONE 3 FIRE ZONE PARKING (TOTAL SITE) 3 (NO CHANGE) LEGAL DESCRIPTION LOTS 1 TO 16, VACATED BLOCK 3 AND LOTS 1 TO 8, VACATED BLOCK 4, IN THE PLAT OF RIVERTON, BEING A REPLAT OF REVERS1DE INTERURBAN TRACTS, RECORDED IN VOLUME 13 OF PLATS, PIAGE' 36 IN KING COUNTY WASHINGTON: TOGETHER WITH THE PORTIONS OF 34TH AVENUE SOUTH AND 123RD STREET WHICH ATTACHED TO SAID LOTS BY OPERATION OF LAW; ALSO THAT PORTION OF GOVERNMENT LOT 15, SECTION 10, -FOWNSHIP 23 NORTH„ RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (SR 599) WITH THE WESTERLY MARGIN OF EAST ';MARGINAL WAY IN THEN NORTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 16° 29' 05" EAST ALONG SAID WESTERLY MARGIN 534.84 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 78' 43' 27" WEST 415.05 FEET THENCE NORTH 87° 30' 37" WEST 726.40 FEET TO THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE SOUTH 01° 48' 37" WEST ALONG SAID WEST LINE TO THE NORTH LINE OF THE AFORESAID PLAT OF RIVERTON; THENCE EASTERLY ALONG SAID NORTH LINE TO A LINE PARALLEL TO AND 820 FEET FROM THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE NORTHERLY ALONG SAID PARALLEL LINE 376.01 FEET TO THE NORTHWEST CORNER OF THE TRAVERSO PROPERTY AS DESCRIBED IN DEED RECORDED UNDER FILE NUMBER 5612479; THENCE EASTERLY ALONG THE NORTH LINE OF SAID TRAVERSO REOPER rY 474.74 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE POINT OF BEGINNING. R DATE SUBTITLE �'IE-. . USE .w ♦ +!E : rv�T+ri+...++rA •� TITLE COYER SHEET BUILDING 21 -07 ARCHITECTURAL MASTER COL (►1 111111111111111111111 111111111111111111111.1111 q;I /1441141 11 1 I lir II 11' ji j 11, I III G- 5 0 16T1"1NC4 1 2 :4,413 1 • i 0 c 6Z 8C LZ 92 SZ hZ /CZ ZZ IZ 11111111 H111111111II111111111111111 1111 1111d1111111111111111111iii 11IIIIIIII 1111111M1i4 :,.. ,. _ ,. _ .. . ✓;. _..,. Ise • yr. J11144111 NOT o I the aei.carofilaad tir�cu>�ent is le3a clear t11zan this notice, it is due to the quality of the Original document. > . i)111111111 .11111IIIIIIIIIjip11111 I10 11 1.1AUEN688FWW 81 LI 91 9I "I et 7,1 • It 01, 6 9 �{{ �iII £ Z !: ww () jf I I' l 11111!1,111!! I . r I LL>1,.111.1.11 IR1,11II111111III1111 ,11;1111 i II III !Phil 111; 111111111111, IIi1i1111111) 1111111i11I�1111r1U1111111111 !II LAST REMSION. RECEIVED CITY OF TUIC•n11LA APR 25 199k PERMIT CENTER BE&C ENGINEERS 94052A.L/452A000N AO OF No, SYNBOL_ LEGEND Es4 BUILDING AND WALL LJ U- 0 t)1MENSION FEO- 0 REVISION SECTIONS DETAIL REFERENCE TO DETAIL PLAN ROOM NUMBER DOOR NUMBER WALL TYPE GRID /GRID BUBBLE AND CENTERLINE CONSTRUCTION ABOVE OR BELOW BEYOND OR BEHIND DIMENSION LINE FLAG NOTE FOR SPECIFIC CONSTRUCTION DIRECTION GENERAL NOTE FOR NON-- SPECIFIC INFORMATION DOOR -- NEW DOOR - REMOVED/RELOCATED 2'- O "x4' -0" SUSPENDED CEILING GRID GYPSUM WALLBOARD CEILING FIRE EXTINGUISHER HOSE RACK AND CABINET SMOKE VENT SUPPLY AIR DIFFUSER RETURN AIR GRILLE FIRE SPRINKLER HEAD HIGH INTENSITY DISCHARGE LIGHT FIXTURE FLOURESCENT FIXTURE (RECESSED, SURFACE) EXIT SIGN EMERGENCY LIGHT BY IvIATERIAI. SYMBOLS EARTH, DIRT r °w ;;Wo STONE, GRAVEL, POROUS ,'ILL. nommin A�':•.1•it4f St•� � ��.�S��S i •:_:L •72 1 REVISION BRICK, COMMON CERAMIC TILE CONCRETE: CAST -IN- PLACE, PRECAST INSULATION: BATT, LOOSE, FILL BLANKET INSULATION: RIGID ALUMINUM BRASS, BRONZE, COPPER METAL, STEEL, IRON PLASTER: SAND, CEMENT, GROUT PLASTER: GYPSUM WALL BOARD WOOD: FINISH WOOD: ROUGH WOOD: INTERRUPTED BLOCKING PLYWOOD: SMALL SCALE PLYWOOD: LARGE SCALE WALL TYPE: CONCRETE WALL TYPE: CONCRETE MASONRY UNIT (CMU) WALL TYPE: STEEL STUD WALL TYPE: WOOD STUD WALL TYPE: EXISTING WALL TYPE: REMOVAL WALL TYPE: PARTITION (5' --0" HIGH) WALL TYPE: GLASS AB ADJ AFF AGG AL ALT ANCH APA APPD APPROX ASTM BTWN BLDG BLKG BOT CB CC CEM CF CJ CL CLR COL COMP CONC CONN CONST CONT CONTR CASK CY 0 DBL DEMOL DEP DIA DIAG DIM DL DN DS DWG EA EB EF EL ELEV EQ EW EXG EXP Er FAS FE FF FGR EH FIN END FOC FOF FDIC FO FT FTG FUT GA GALV GC GI GR GT HDNR HDWD HG HOR HS HT ID ID IF IN INCL K KO ABBREVIATIONS GENERAL NOTES CONSTRUCTION TYPES AND AT ANCHOR BOLT ADJACENT ABOVE FINISHED FLOOR AGGREGATE ALUMINUM ALTERNATE ANCHOR, ANCHORAGE AMERICAN PLYWOOD ASSOCIATION APPROVED APPROXIMATE AMERICAN SOCIETY OF TESTING MATERIALS BETWEEN BUILDING BLOCKING BOTTOM CHANNEL CATCH BASIN CENTER TO CENTER CEMENT CUBIC FEET CONTROL JOINT CENTER LINE CLEAR(ANCE) COLUMN COMPRESS(ED) (ION) CONCRETE CONNECTION CONSTRUCTION CONTINUOUS, CONTINUE CONTRACT(OR) COUNTERSUNK CUBIC YARD(S) DIAMETER DOUBLE DEMOLISH, DEMOLITION DEPRESSED DIAMETER DIAGONAL DIMENSION DEAD LOAD DOWN DOWNSPOUT DRAWING EAST (COORDINATE) EAC H EXPANSION BOLT EACH FACE EXPANSION JOINT ELEVATION ELEVATION EQUAL EACH WAY EXISTING EXPOSED EXTERIOR FASTEN(ER) FACTORY FINISH FINISHED FLOOR FINISH GRADE FIRE HYDRANT FINISH(ED) FOUNDATION FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FINISHED OPENING FOOT FOOTING FUTURE GAGE GALVANIZED GENERAL CONTRACTOR GALVANIZED IRON GRADE GROUT HARDENER HARDWOOD HIGH GRADE HORIZONTAL HIGH STRENGTH HEIGHT INSIDE DIAMETER INSIDE DIMENSION INSIDE FACE INCH INCLUDED(D) (INC) JOINT KIPS) KNOCK OUT FACILITIES DEPARTMENT L LENGTH LB LAG BOLT LEN LENGTH LF LINEAL FEET LL LIVE LOAD LWR LOWER MAIL MATERIAL MAX MAXIMUM MB MACHINE BOLT MBR MEMBER MET METAL MFR MANUFACTURE(R) MIN MINIMUM MISC MISCELLANEOUS MT MOUNT(ED) (ING) N NORTH (COORDINATE) NF NEAR FACE NIC NOT IN CONTRACT NO. NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL oC ON CENTER(S) OD OUTSIDE DIAMETER OF OUTSIDE FACE OPG OPENING OPP OPPOSITE PAR PARALLEL PCC PRECAST CONCRETE F'CF POUNDS PER CUBIC FOOT PERF PERFORATE(D) PERIM PERIMETER PL PLATE PNL PANEL PREST PREST RESS(ED) PRE PREFORMED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT PVC POLYVINYL CHLORIDE PIPE PWD PLYWOOD R RADIUS (CURVATURE) FC RISER REF REFERENCE, REFER TO REI.NF REINFORCE(D) (ING) REG REQUIRE(D) (ING) REV REVISION(S), REMISED RH RIGHT HAND RO ROUGH OPENING SO SQUARE SECT SOUTH (COORDINATE) SECT SECTION SF SQUARE FEET SHT SHEET SIM SIMILAR SO SQUARE ST STRUCTURAL TEE STD STANDARD STL STEEL STR STRUCTURAL SYM SYMMETRYY,SYMMETRICAL SYS SYSTEM T &B TOP AND BOTTOM T &G TONGUE AND GROOVE TC TOP OF CURB ELEVATION TEMP TEMPORARY THK THICK(NESS) TOC TOP OF CONCRETE TOL TOLERANCE TOS TOP OF STEEL TS STRUCTURAL TUBE TYP TYPICAL UBC UNIFORM BUILDING CODE UL UNDERWRITERS' LABEL UON UNLESS OTHERWISE NOTED UPR UPPER VB VAPOR BARRIER VERT VERTICAL W W W W/ W/O WWF WEST (COORDINATE) WIDE FLANGE WIDTH, WIDE WITH WITHOUT WELDED WIRE FABRIC 1. OBTAIN MECHANICAL & ELECTRICAL CONSTRUCTION PERMITS FROM CITY OF TUKWILA PRIOR TO COMMENCING CONSTRUCTION. 2. NOTIFY CONSTRUCTION MANAGER SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH BOEING GENERAL CONSTRUCTION UNIT THROUGH THE CONSTRUCTION MANAGER REGARDING STAGING AREAS AND OTHER RELATED ACTIVITIES OCCURING IN • THE 21 -03 BUILDING. 4. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE CONSTRUCTION MANAGER. 5. CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE WORK OF OTHER TRADES. DISCREPANCIES ON DRAWINGS OR IN SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. 6. WORK SHALL_ CONFORM WITH APPLICABLE CODES AND REGULATIONS. 7. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION MANAGER FOR CONSTRUCTION AREA ANL) SECURITY REGULATIONS. 8. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 9. DIMENSIONS ON DRAWINGS ARE TAKEN TO ► HE FACE OF MASONRY AND /OR CONCRETE WALLS, METAL STUDS, AND TO THE CENTERLINE OF COLUMNS, UNLEss OTHERWISE NOTED. 10. PARTITIONS SHALL RUN FULL HEIGHT, FROM FLOOR TO STRUCTURE ABOVE, UNLESS SHOWN OR NOTED OTHERWISE. 11. PLANS WHICH APPEAR AS BACKGROUNDS ON CIVIL, STRUCTURAL, PLUMBING, HVAC, ELECTRICAL DRAWINGS ETC.. ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 12. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF ARCHITECTURAL, STRUCTURAL, MECHANICAL & ELECTRICAL WORK. ARCHITECTURAL, STRUCTURAL, MECHANICAL & ELECTRICAL. DRAWINGS SHALL BE REFERRED TO IN DETAIL FOR COORDINATION OF SPECIFIC REQUIREMENTS. 13. CONTRACTOR SHALL REPAIR DAMAGED SURFACES AND CORRECT CONDITIONS CAUSED BY DEMOLITION TO MATCH SURROUNDING FINISHED CONDITIONS OR AS INDICATED ON THESE DRAWINGS. 14. REPETATIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 15. ASBESTOS NOTIFICATION A GOOD- -FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS-CONTAINING MATERIAL WAS DISCOVERED WITHIN THE BUILDING ACCEPTABILITY REGISTERED THIS DESIGN AND /OR ARCHIITECT SPECIFICATION IS APPROVED 'ra tovED BY DEPT. DATE sue tTLi -.. ....� AREA OF /"' WORK 155' ! 180' 2 Sit O RY TYPE V--1 HR SPRINKLERED 2 HR AREA SEPARATION WALLS 11,400 SE 2 STORY TYPE V -1 HR SPRINKLERED 25,200 SF 2 STORY TYPE V -1 HR SPRINKLERED 1 STORY TYPE V 1 HR SPRINKLERED 32,400 SF 16,020 SH 1 STORY r - - -�- TYPE V -N SPRINKLERED 3 ,400 _.SHI 1 STORY TYPE V -- N SPRINKLERED 32,400 SF 1 STORY TYPE V -1 HR SPRINKLERED) BUILDING 2'I -03 48,060 SE 1 ,,,, ----- 2 HR AREA SEPARATION WAL' :J BUILDING 21 -01 2 HR AREA SEPARATION WALLS 4 HR AREA SEPARATION WALL BUILDING 21--04 1 & 2 STORY TYPE I -F.R. SPRINKLERED BUILDING 21 -•05 173,200 SF SITE PLAN SCALE: NO SCALE KEY SHEET TITLE BUILDING 21-42 . .94 ARCHITECTURAL. MASTER COL .. 1. YAW .�., .!✓,r,r ?r�.i:.h .f. -r jr... y FF ' :. .,.t, 's. ..t_t .... ..... ......,. • 111 11111111111 0 16 TH$ INCH 1 0 6Z 8G LIZ 9Z 5Z CZ ZIZ ! 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MECHANICAL ARCHITECTURAL 40 21 -02 -AO AO COVER SHEET _ �_ ORIG 04.12.94 40 21-02-A1 Al KEY SHEET OR I G 04.12.94 21-- 02--A2 A2 INDEX OF DRAWINGS ORIG 04.12.94 21-02-A3R A3R COMPOSITE FLOOR PLAN - REMOVAL ORIG 04.12.94 _, -- • • • , . 0, . I4. .>� :,n .. „ - - -_� •__� r.. .. .,... ( 21- -02 -A4 A4 COMPOSITE FLOOR PLAN - -� ORIG 04.12.94 40 21-02-1-i,10 1A10 PARTIAL FLOOR PLAN ORIG 04.12.94 40 21- 02 -1A11 1A11 PARTIAL FLOOR PLAN ORIG 04.12.94 4) 21-02-1Al2 1Al2 PARTIAL FLOOR PLAN - ORIG 04.12.94 40 21 -02- -1 A13 1A13 PARTIAL FLOOR PLAN __ -� ORIG 04.12.94 0 21-- 02 -A500 A500 DETAILS ORIG 04.12.94 CIVIL /STRUCTURAL 21 -02 -S2 S2 GENERAL STRUCTURAL NOTES ORIG 04.12.94 21-02-S160 S160 PARTIAL ROOF FRAMING PLAN ORIG 04 ,12.94 21 -02 -5161 5161 PARTIAL ROOF FRAMING PLAN ORIG 04,12.94 21- 02 -S162 S162 PARTIAL ROOF FRAMING PLAN ORIO 04,12.94 21-02-S163 5163 PARTIAL ROOF FRAMING PLAN ORIG 04.12.94 21- 02 -S500 5500 MISCELLANEOUS DETAILS ORIG 04.12.94 ■ 21 --02• -5501 S501 STORAGE RACK AND SHELVING CONFIGURATIONS ORIG 04.12.94 t INDEX OF DRAWINGS INCLUDE IN SET DRAWING NO SHEET NO. DRAWING TITLE REV DATE MECHANICAL al ■ ■ R:r1SK 4 a+.er+e+ ... .!!ro'YS!7t+a1±^_n'b�f+1.. _ _._... _. .. s?f. hr.a.w+;�•1n'; '. ' r! _.. ... .. FACILITIES DEPARTMENT v _.... C`ei- rP.r.v, +,.::. .:..;. -. -.sue 1r+�.n'rle.T1.'.,_ .---r, • *- ..... _.;__i; .'..1 -.,.., ,. - - ,r . :i ,. �f'i -! -;,{y r-? .- 'r ! �' , T ,n -..✓' 1.. !.. %. F{d'•. �; ±iFr f!; r' a +! r REGIS T FRFt) ARC, l!TE , r INDEX OF DRAWINCS ISSUE LEGEND NOT YET ISSUED INCLUDED IN SET PREVIOUSLY ISSUED, NOT IN THIS ISSUE IN THIS ISSUE DRAWING NO. DRAWING TITLE ELECTRICAL PREVIOUS PROJECT, NOT YET ISSUED FOR CURRENT PROJECT ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION 15 APPROVED L.A?PfovED 9Y DEPT. DATE c 'ASHU ;TOW 1 i KW TW —Tor y suarm.r. R.RERLIEN Tau Q1._ i.M rAi°RI INDEX OF DRAWINGS NOT REQUIRED FOR CURRENT PROJECT NOT FOR CONSTRUCTION FOR REFERENCE ONLY ORIGINAL ISSUE FOR CONSTRUCTION OR FOR PERMIT DRAWING REVISION — SEE SPECIFIC DRAWING FOR NATURE OF REVISION CITY OF TUKWI1.A APPROVED MAY 1994 A. i► 9UtLD1N DiVtS10NV RECEIVED CITY OF TUKWII.A APR 2 5 1,M PERMIT CENTER SE &C ENGINEERS DA - E 94052A1/452A002N BUILDING 21 -02 ARCHITECTURAL MASTER COL D.C. LAST REVISION SHEET JOB Flo. DM Na. 21- 02--A2 A2 DCA -94052 CO%IP NO, 6 .• � ...,,. •. __...�..a -.fit ,,.. y. .c...:....._n.,.c...,r..._.i.,. ..... .. .,_ _._..[.�.,,.�_ .- _.�•-- u;�ST.�;:c: � ./.� r iuIIIIIiIlII rllrillill quip II Il aNillplLi =; ( Plq 'I''EIINN ;Iji• -S! IM II 1 1( Ili qi 1m 0 16THSINCH 1 2 3 4 5 6 _ 7 8 �:,w �._.�.. _ .,�:..:_ r I NOTE ' if the microfilmed document is less clear than this 4 • i notice, it is due to the quality of the original documeI7*. 00 6z se cz 9z ;IIz Vz ' CZ ze r.lz OZ E1 8L LL 9L 5t '.'L Cl Zt la 01, 6 8 Illillli1111!l11nutiiihu,hi iIII IIII!IIitlfillLilllI�1I1(LIIII i ll_!�Il.�ti llltll•d,il l Ill,ul�ll►II(�lll it 1I111!III �* III! '! III 1. I1�1 lJ�Ik1�I� )lil1llillll�li,llfilll I�(I„1! li�IIIIIIII �iili I I( I I I I �� ( I : /e• {. 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GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET Al. CONSTRUCTION NOTES: filt->pRovIDE SMOKE VENT AT LOCATION SHOWN. COORDINATE PLACEMENT OF SMOKE VENT WITH NEW AND EXISTING FRAMING. SEE SHEET. S160. [2> PROVIDE. SMOKE CURTAIN AT LOCATION SHOWN. REMOUNT BOLLARDS AND GUIDE ANGLES, BOLT 0 NEW LOCATION W/ NEW 1/2" 0 EXPANSION ANCHORS W/ 3 1/2" IMBED AT ALL EXISTING HOLES. CITY OF TUKWIIA APPROVED MAY a 1994 -41 • BUILDING DIVISION RECEIVED CM( OF TUKWILA APR 2 5 WI PERMIT CENTER KEY PLAN SCALE: NONE PARTIAL FLOOR PLAN BUILDING 21-02 ARCHITECTURAL MASTER COL A-E/1-6 4.t294 LAST REVSSION SHEET 13E&C ENGINEERS • SYMBOL DATE IA10 " DCA-94052 D.C. DWG NO. 21-02-1A10 OF COMP 94052A.L/4 52A0 Lc) 0' , . „ A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 / 4 1 4 1 I 1 . 1 1 1.1.11 1 1 i r t . 1 1 I 1 1- 11 11111111 4,114+141 0 15 TH5 INCH 1 $P3 • 4 5 7 8. NOT If the microfilmed document is less clear than this notice, it is due to the quality c,f the origtael document. ' • . . . _ t'44i111111111 1 9 10 MADE al GERMAIN 12 0C 6Z se a 9 SZ ') 2 03 61 81. L 9t St hi. et Zt 11111111111111111111111111,1111111111 111111.111111111111I111114...1411,1,14.Nlit,1:,14: 11.41114111:11111 '1111111111111'1 11111,11111111111111111111111111111JM111411 L-,-- ;..,ii,.i.i..,;t,:.:„...:,...,,,,,,4>.,.,. .0.4',',;,.+,... 'ff.cC.e.t.!:4,4./.0.4,!=',...1•4',,,,,..riie. ,s., i*.., '..43,0.4,i,...C.,-, -...,,, . .. ” -, . ,.... 4' .> ,,,a,-. ■ ,. ,....,,,,,. ,....,n,,..1 . , ^ , ...., , . , , ...... • iu 111.1110,i 1,11)1010 . 1........1.11*•■••■•••••■••■•■■■ 32'-0"± j AQ.1.1121 TYPICAL NnSA 4 7r, ie. J2 -0 EXISTING 1 1/2 HR RATED DOOR . 32'-0"± [." 94 Z EA, PA 1 re a FACILITIES DEPARTMENT BUL‹ SINAGE STAGING AREA — EXISTING 2 HR SEPARATION WALL .--- EXISTING 3 HR RATED COILING METAL DOOR 2Z6? RECT:TERED 11_ AwLEARCHITECT 111IfEer/E! '.7§11ING ACCEPTABILITY THIS DESIGN AND/OR SPECItICATION 15 APPROVED APPROVED 'dY DEPT. DATE LjJ CD (1) (7" vl V.1 (1) •-■*c L CD 0:k .71>, CD CD a- r ) ; D1L rkAWN Br— c5YE SUBTITLE c,.M ER 1.•••••■■•••••••••• lITLE ■■••••■*. LEGEND: FOR LEGEND SYMBOLS SEE SHEET Al. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET Al. CONSTRUCTION NOTES: filt->pRovIDE SMOKE VENT AT LOCATION SHOWN. COORDINATE PLACEMENT OF SMOKE VENT WITH NEW AND EXISTING FRAMING. SEE SHEET. S160. [2> PROVIDE. SMOKE CURTAIN AT LOCATION SHOWN. REMOUNT BOLLARDS AND GUIDE ANGLES, BOLT 0 NEW LOCATION W/ NEW 1/2" 0 EXPANSION ANCHORS W/ 3 1/2" IMBED AT ALL EXISTING HOLES. CITY OF TUKWIIA APPROVED MAY a 1994 -41 • BUILDING DIVISION RECEIVED CM( OF TUKWILA APR 2 5 WI PERMIT CENTER KEY PLAN SCALE: NONE PARTIAL FLOOR PLAN BUILDING 21-02 ARCHITECTURAL MASTER COL A-E/1-6 4.t294 LAST REVSSION SHEET 13E&C ENGINEERS • SYMBOL DATE IA10 " DCA-94052 D.C. DWG NO. 21-02-1A10 OF COMP 94052A.L/4 52A0 Lc) 0' , . „ A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 / 4 1 4 1 I 1 . 1 1 1.1.11 1 1 i r t . 1 1 I 1 1- 11 11111111 4,114+141 0 15 TH5 INCH 1 $P3 • 4 5 7 8. NOT If the microfilmed document is less clear than this notice, it is due to the quality c,f the origtael document. ' • . . . _ t'44i111111111 1 9 10 MADE al GERMAIN 12 0C 6Z se a 9 SZ ') 2 03 61 81. L 9t St hi. et Zt 11111111111111111111111111,1111111111 111111.111111111111I111114...1411,1,14.Nlit,1:,14: 11.41114111:11111 '1111111111111'1 11111,11111111111111111111111111111JM111411 L-,-- ;..,ii,.i.i..,;t,:.:„...:,...,,,,,,4>.,.,. .0.4',',;,.+,... 'ff.cC.e.t.!:4,4./.0.4,!=',...1•4',,,,,..riie. ,s., i*.., '..43,0.4,i,...C.,-, -...,,, . .. ” -, . ,.... 4' .> ,,,a,-. ■ ,. ,....,,,,,. ,....,n,,..1 . , ^ , ...., , . , , ...... • iu 111.1110,i 1,11)1010 . 1........1.11*•■••■•••••■••■•■■■ Wal*,•■•••••■•{1* EXISTING DOOR N5 ) 60'-O" ,..7._ ___ _ . __ . . _ . _. _ __ ___ ._.________ __•_____ _ _•_________._ _ • ._ _____ _ __ __ _ __ •_ ■■•••Zwarrear■■■••■■■•••••■•••■ 215' - 0" EXISTING DOOR ci\ID A, rn co 0 cz), Co 0 (7.7 1, co c:7 0 -13 01 0 21)• 7,0 -r co 70 rn czJ 0 CD , irr 0 0 LiJ CO 00 a. co (2 0 L.L.1 0 w cri CL T::51 0 Lo LU ci ri• cr • < ra.1 0 0 CID > t-JJ - cp < co 0 c,) 7A1 L-LJ 10 n rri Ct t7) CU 0 0 a) > -t5TcD M cO.C) • cX) rri -D rn 0 V> v) V1 EXISTING DOUR (TO -0 rn 0 0 0 :AD C=1 -vAd C-3 Ea P' V) 1A11 A500 (-12% 1A11 A500 13\ 96X.,9c 310V1 E-96. 318V.I. v71 (f 37: (1) t4.1 0 TAB L 30X60 V) 1A11 A500 TYPICAL V) ' • • , 60 75. ow EXISTING 2 HR RATED SEPARATION EXISTING 3 HR RATED COILING METAL DOOR EXISTING 1 1/2 HR RATED DOOR • • • 00 .........■•■•■•••■•■•••••■•■ A • i 1 iili..411111 FLOOR, PLAN SCALE: 1/8= ifet 74 Ear,a9 fe FACILITIES DEPARTMENT 3.••••■■■•*.i.M.,••• EXISTING DOOR (7W-) 2862 r I EXISTING DOOR rrimrasallemornemorrom.r,......larommorrolo..M.$1....M.,..war LTABLE 48*x120' V), 1.4 --- --------- LEGEND: FOR LEGEND SYMBOLS SEE SHEET Al. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET Al. CONSTRUCTION NOTES: -1."--.:-PROVIDE SMOKE VENT AT LOCATION SHOWN. COORDINATE PLACEMENT OF SMOKE: VENT WITH NEW AND EXISTING FRAMING. SEE SHEET S160. PROVIDE SMOKE CURTAIN AT LOCATION SHOWN. D--.>REMOUNT BOLLARDS AND GUIDE ANGLES, BOLT 0 NEW LOCATION W/ NEW 1/2" 0 EXPANSION ANCHORS W/ 3 1/2" IMBED AT ALL EXISTING HOLES. CITY OF TUKWILA APPROVED 1 A 1A10 Y2 1A11 1Al2 1A13 RECEIVED CITY OF TUKWILA APR 2 5 1994 PERMIT CENTER KEY PLAN SCALE: NONE ACC E PTA E3 I t_ !TY THIS DESIGN AND/OR SF'ECIFICATION Is APPROVED AP ROVED I3Y DEPT. DATE 0. MILLER cHEcKE0 UL G MIL' ER E SALLUM 155VRI Q4.12,24 t. ( SUEMTLE TITLE PARTIAL FLOOR PLAN BUILDING 21-02 ARCHITECTURAL MASTER COL E-J/1-6 •••••••••••■■■■■••••■■■■eworma*,.......■■•••■*.n......, DC. LAST REVISION oHLIT J08 NO. DCA-94052 3E&C ENGINEERS lAil DWo NO. 21--02-1A11 COMP NO. •■•••■•■•• 1 11111111111 1 11111111111111111 1111111 I tai.s.No., 1 1 111 MP I 3 • cle 6z 84 LZ 9Z g4 47Z (!EZ ZZ IZ 11111111.1illifillifiliiiiIIM1111111111111 011,1 111111ifilllild*4;1141P0,904 4 5 NOTE: If the microfilmed donument is less clear than this ' notice, it is due to the quality of the priginal document. 03 81. LL 4.14111111111111111 111111111 9 10 Hillinlitinttpq,13)! ° 6 8 L . .. . , 1. 11111 1111111111 11' MADEINGERMIM 12 • • 35'"'0" 6O'-0" 215' - -0" 60' -- O" 32' -0" 1A121A500 °`TYPICAL 30'- -2 D.) 6O' -0" 0i L.) '12' -0"t (ONO) r,- -3 —J =riu7 PCP. OFFICE STORA ,E L w 9) CC 0 CI w 32' -0" EXISTING 2 R SE ARAB ON WALL r. 1 CANDY EXISTING 1 L2 RATED DOOR z 1' 6 JANITOR • REVISION BY APPROVED DATE REMSJON ... _.. ..,. ,.., v_ ;• xti�.; i�f. Y.: di< �.' V:;( i�•'`!-. 7.` u1.. i .G..��T,.r.1 %f%il.t:.S�.�.:'�'_ .`:f .t.. .....:f; C EXISTING DOOR Ety L EXISTING Dt)OR famminammramomora FLOOR PLAN — SCALE: 1/6" -- ' 101 FACILITIES DEPARTMENT ... ;•n+.�r- r- r ��++- ..- r.•....., -",,! ^w7.1r3: fYl'."'.! ? frr.^,! ,a•...'y'T.'Y,,�`.+!- .rw•• -t-+. +..-v! «.w. -i ; . �r pF'^ •7, ^+sae: .... 2862 EXISTING DOOR EXISTING DOOR REGISTERED ARCHtTEC ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED? PROVED EY DEPT. DATE r-- L.._ .......__,.................._. H r. 1111 1111+111111111 1[11 11. f1 , 2 >i3„ 4 NOTE: • r notice oc 6Z De LZ 9Z SZ 'hZ sZ ZfZ lZ oce , 61 81 LL ( 1111111 !IiI1111111111!ihi!11llll!!11J I1!i!IIII?IE�{I {!�I ?!Ii'L1. III 11!!lI 11.11!iii ;1111,1 I 11114illlh1 1It 1 "!I'!� 4-•.'-,. :, II 11 1 tit! 11 1 '1` j' " { 1 J 1 1 ff the nicrofibseil document is Less clear than this it is the to the quality of the irig1.nai document. _. :_.:;, ": '- :,_::•�.. 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CITY OF TUKWILA APPROVED 9 • RECEIVED CITY OF TUKWILA APR 2 5 199 PEiMHT CENTER 1 A10 1A11 i ) 1A1 /j% KEY PLAN SCALE NONE PARTIAL FLOOR PLAN BUILDING 21 -02 ARCHITECTURAL MASTER COL A-E /6 - -11 DC ,. *7 -- y... _ .� 1A13 BE &C ENQfNEE (7r)A LAST REVISION 5H£ET 8 NO. DCA- 94052 DWG No. 2102. 1Al2 1Al2 OF OM •,..•.x.y «hr.}: rf :.- �„ y'* r°." �i.. �• �. �". n�"" �L" �y` a:' i'.`".' J.:-",. x�•.'' i- t1. r`. si�t�.' �. di .•w...;�u:..+�,.:..�h.�.;..�.. �..". .- ,%e.. ,... .,.. ,•..,.ter ..�.�'s,C' y .s, .."w�.'� ".,.��.�.�+. suns.. , _ . ds-.: rs .ynw pl ^�i hl �l Zl " °I• 8 L I 9 I l!!�!li11:lf� Il IIII I'i 111 ,11.111 I!11�1111111111lill! I ?! 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CONSTRUCTION NOTES: PROVIDE SMOKE VENT AT LOCATION SHOWN. COORDINATE PLACEMENT OF SMOKE VENT WITH NEW AND EXISTING FRAMING. SEE SHEET S160. 1:2>. PROVIDE SMOKE CURTAIN AT LOCATION SHOWN. CITY OF TUKWILA APPROVED MAY Y40 19911 d BUILDING DIVISION RECEIVED CITY OF TUKWILA PR 2 5 rin PERMIT CENTER PARTIAL FLOOR PLAN KEY PLAN SCALE: NONE LAST REVISION G MIL ER l■ S CRUSE 4- ' S.AN$ARI APPROVED 111 4 TITLE BUILDING 21-02 ARCHITECTURAL MASTER COL E—J/6- -11 .0e.,11....1.,•••+0,110101 SHEET SE&C ENGINEERS 1A13 Jos Nt). DCA-94052 D.C. DWG Nc). 21-02— 1A13 Of COWNO. .111111111/11111111111 0 16 nis INCH 1 • ieW3 if "the' microEilmed document is less clear than this' notice, it is due to t:tu quality of the original document. 4 • 1111 1'1. 11111 '1111' 1.111-111 , *#.4 et 5 1,111,11 9114J1'1..1.1...1, 7 It 14"E "ERMMY cz • ez 6:01111(16 II 91 • • • :1-d-I ‘e. 6 e' CI11111,1111.1111 I I • I I 11111111111H 11111111111111111ilifilhil01111N,,,111).11.1.i;iliji,,j)11t,1;c;4/ 11:illjAy.,_ 9E Se. e 6Z 84 I I • • ■■••••■■■•••■■■•• e.,-..-- ++++++ ++.0.......+11++++++a ++++++++++++++ • 1. SMOKE VENT, CURB, COUNTERFLASHING INSULATION, BACKER ROD AND SEALANT BY -- VENT MANUFACTURER „--- .-- ---- -- FASTENED TO DECK AT 16" O.C. WOOD SPACER BLOCKING TO �- —1- --- -- COMPENSATE FOR ROOF SLOPE \ 4r --�'� 4" 4" PRESSURE TREATED CANT CAP SHEET AND BASE SHEET - --� PLYWOOD DECK ""- "--- -- — 3/8"x3 1 /2" LAG SCREWS (NORTH & SOUTH) 3/8"x7" LAG SCREWS (EAST AND WEST) SMOKE VENT CURB SCALE : 3'= 1 ' -0" --------- FRAMING (SEE DETAIL C THIS SHEET) 1A10,11 ,12,13A500 ROOF DECK GLU - LAM BEAM _`'`-- -- ---- BOTTOM OF JOISTS BEYOND "�-- - - -.- - ATTACH END CLOSURE WITH #12 1" HWH METAL SCREWS AT 18" O.C. SMOKE CURTAIN AT GLU -LAM SCALE: 1 "= R MSION BY 0 ASMEggrAW FACILITIES DEPARTMENT Z. 2-5/8" X 2 - -5/8» X 14 GA. VERTICAL CO 6' - -O" O.C. ATTACH TO GLU -LAM WITH #14 HEX HEAD SCREWS @ 18" O.C. 30 GA. CORRUGATED METAL SIDING - CORRUGATIONS VERTICAL WITH FOAM CLOSURE AT TOP, PROVIDE #12 -14x1" SELF- DRILLING FASTENER AT 18" O.C. #14x7(8" LAP SELF - DRILLER AT 18` O.C. ATTACH END CLOSURE WITH #12 1" HWH METAL SCREWS AT 18" O.C. END CLOSURES 18 GA. , 1A10,11,12,13 [A500 EXIST 1/2" Pk.'Y OOD, CUT NEW OPENING FLUSH WITH EDGE OF FRAMING ---� 10d 0 6" O.C. AROUND OPENING -V--- `�-- NEW 4x10 WITH SIMPSON "LUS410" JOIST HANGER (8)-16d 0 HEADER AND (6) -16d 0 JOIST -- EXIST 6x16 ROOF PURLIN SECTION_AT OPENING SCALE: 1 I/2"= 1'--0" ACCEPTABILITY 2862 THS DESIGN AND /OR �" " SPECInCATION IS APPROVED 1 REGISTERED AP'ROVEO RY DEPT. DATE . •- i11"� R.E3RL.IEN >^ arr ) r. 1111 II 11111 �IjiIIIIIIiIIIIJJ }'�I'IL�T�I ?II/3 i 1 0E• 6Z 8G GIIZ 9Z G 47Z ' CZ ZZ IIZ Q 61 8l �Ii {IIIIiIIIIIfIIllil lli�illlfl�ll1Iliilllll�iliil! 11IIIIIIlIIC tI +Illl�l41)1!!�liiflLil0 J144144440 pr �r y 1: r � � r rr' - 44'J: 'I' . Ii1 1 I y'.11111 T 1111 1, I11 ' I. .I i °i.I 11 ,1114. 41111 4 5 6 I 8 9 NOT1 : If the iicrofilsaed document is leas clear than this notice, it is due to the quality of the priginai document. S.CRUSE S.0 USE. G.OULUM A NIRi .x4.1 , 4 ARCHITECTURAL MASTER COL A500 A500 RECEIVED CITY OF TUKWILA APR 2ti1�;� PERMIT CENTER SUEMTL r DETAILS TITLE BUILDING 21 -02 ^.c <: ,r.._.,. _....7.. ... ,.,v- c•.^...� .._... :a•- +Fra- .a-- ,- .- + -•-Z.. .- .ST,+'yc'.r..++.Yy(�krr n...- ..r.- -. _vr..rM,.;+.r... ... - -. _. -.. ...r. .7-7 414i 11111111111111111111111111111111111111111 10 10 1I Mme. 124 G! 9L 5L 1.71 CL ZL LL 01, 6 8 !. ill "i I III ! t411,041 IIIIILlIIII 411I1II I IIIIIIIIII �IIIIlIIII�1III IIi) 7II E Z ww (� 1.011111 InIIIIIII1111fi llllllillllilII llllll1111 D.C. CITY OF TUKWILA APPROVED MAY a 1994 BUtLU DIV$SION 3E &C ENGINEERS • DWG NO. 21- 02 --A500 • CODES AND SPECIFICATIONS A. UNIFORM BUILDING CUDE -1991 EDITION B. AMERICAN NATIONAL STANDARDS INSTITUTE ANSI A58,1 - 1988 REVISION C. AISC MANUAL OF STEEL CONSTRUCTION -- NINTH EDITION D. AWS STRDCTURAI_ WELDING CODE -- ANSI/AWS D1.1-90 E. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) F, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (A I TC) G. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 1991 EDITION DESIGN CRITERIA A. WIND LOAD 1 EXPOSURE C 2. BASIC WIND SPEED = 80 MPH B. SEISMIC LOAD V= Z I C W= TOTAL. LATERAL FORCE AT BASE Rw Z = 0.30 FOR ZONE 3 = 1.0 C = 2.75 Rw = 6 FOR CONCRETE SHEAR WALL SYSTEM C. SNOW LOAD 1• UNIFORM LOAD = 25 PSF MATERIALS A. STRUCTURAL STEEL 1. STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36. 2. FABRICATION AND ERECTION SHALL COMPLY WITH AISC SPECIFICATIONS. S. STRUCTURAL LUMBER 1. ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WIPA STANDARD GRADING RULES FOR WESTERN LUMBER. 2. ALL LUMBER SHALL BE SEASONED WITH A MOISTURE CONTENT NOT TO EXCEED 19 %, 3. ALL BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH A STANDARD CUT WASHER. 4. ALL NEW FRAMING SHALL BE DOUGLAS FIR- LARCH, UNLESS NOTED OTHERWISE. 4x10 SHALL BE DF/12 OR BETTER (Fb =1250 psi) RE:AWN BY APmo D J • DATE SYM J 1 REVISION GENERAL A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. ADEOUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED. ALL PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER. C. LOCATION AND SIZE OF INSERTS, OR HANGERS FOR MECHANICAL EQUIPMENT SHALL BE TAKEN FROM APPROVED VENDOR'S DRAWINGS AND CHECKED WITH THE EQUIPMENT SUPPLIER, D. GENERAL CONTRACTOR SHALL COORDINATE ALL ADDITIONAL OPENINGS, INSERTS AND EMI3EDMENTS SHOWN ON ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, E. DO NOT SCALE. DRAWINGS, F, RE- -CONFIGURE EXISTING STORAGE RACKS USING SAME COMPONENTS FROM THE SAME RACKS. REPLACE THOSE COMPONENTS WH:CH ARE EITHER BENT, DAMAGED OR RUSTED. G. PROVIDE SIGNAGE AT EACH LEVEL CLEARLY INDICATING "2000 LB. MAX DRAWING INDEX DATE S2 S160-5163 S500 S501 STRUCTURAL GENERAL NOTES PARTIAL ROOF FRAMING PLANS MISCELLANEOUS DETAILS STORAGE RACK AND SHELVING CONFIGURATIONS rAC11- 111E.S DEPARTMENT .011..„/1,/ ABBREVIATIONS AT ARCH ARCHITECT E3M REAM C(1\13 B TWEEN BUILDING BUS BOTTOM OF STEEL, BOSOM (WELD SYMBOL) BOT BOTTOM CL CENTER LINE CLR EAR COL CLCOLUMN CONC CONCRETE: CONT CONT 1 NUOUS CP COMPLETE PENETRATION DIA, 0 DIAMETER DE .. DOUGLAS FIR EA . EACH EL ELEVATION EW EACH WAY F tN F !NISI ED FL FLOOR FS FAR SIDE. FT FOOT FTC r00TING LLH LOONG LEG HORIZONTAL LLV LONG LEG VRT1CAL MAX , MAX, I MLJM MFR MANUFACTURER MIN MINIMUM NS NEAR SIDE NIS NOT TO SCALE NO NUMBER OC CN CENTER E... , . OPENING PLATE F REINFORCING, REINFORCE REQUIRED SECT SECTION SEL SELECT SHT SHEET SIM SIMILAR STL STEEL STR STRUCTURAL SYM SYMMETRICAL TOC TOP OF CONCRETE TOS TOP OF STEEL TYP TYPICAL. T/ TOP OF TRB . TOP AND BOTTOM UNO UNLESS NOTED OTHERWISE W/O WITHOUT W/ WITH ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED D( DEPT. DATE. .4,44444.4.444•4•444444/4644* .4444.11.41.4.444414441.4 CITY OF TIUKWIt.A APPROVED MAY 1994 , %Ai BUILD' 3 DIVISION RECEIVED CIT;' OF TUKWILA APR 2 5 PERMIT CENTER DRAWN 1°411 SWY((TLE H.SHA IBAZIAN ANGARAM H.SHAHBAZIAN H WNpNE3a.lAN W..M OR A ADRI 04 1 ' 94 STRUCTURAL MASTER STRUCTURAL GENERAL NOTES LAST REVISION TITLE SHEET BUILDING 21O2 JOB NO. 82 DCA-94052 COL D.C. DWG 21 -- 02--52 13E &c ENGINEERS ea. '1 NOT OF colap Ivd. 94052S1\452S002N • f , . , ,. V II I I i - i ! � I 1 1 1 1 1 1 1 [ 1 1 1 [ 1 1 1 111R 11 11 RI l't 1 ifiW3 4 5 �...�.: _._ .5 w:6 ( ? NtJTE: - If the microfilmed document is Leas clear than this k - notice, it is due to the quality of the original document. r sz 47Z ' CZ ZZ 1Z OZ 61 81 Lt SI Si til Cl. Zt 11 Q. 6 { I 11111111111111?tl 0111111111111�1J ��11If 111,'4 J1111a4a.L111411. 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DATE 60 - 0” QRA-171t70: H .SNAHBAZ IAN taL15----- MAN.2RAM H.SHAHBAZIAN .Rt15- 1H.SHAHBAZIAN —476 afr -,!rr.,;;;;;;/,..;'.;;;;;'" ,; 'rTrLE --- rornmr... '0 ; 1 I ;4- / LEGEND: GENERAL NOTES: 1 . VERIFY ROOF OPENING DIMENSIONS WITH SMPKE VENT SUPPLIER, 2. FOR LOCATIONS AND CURB DETAILS SEE ARCH. DRAWINGS. CONSTRUCTION NOTES: D> INSTALL 4x 10 PURLINS PRIOR TO REMOVAL OF EXISTING 2x4 SUB- PURLINS WITHIN THE SMOKE VENTS. ENSURE POSITIVE BEARING BETWEEN NEW 4x10 AND EXISTING PLYWOOD ROOF SHEATHING TYPICAL. \ J CITY OF TUKWILA APPROVED MAY 1994 BUILDING DIVISION RECEIVED CITY OF TUKW!LA Apr; 2 5 PERMIT CENTER /./ S161 /1-ZZ/4 S162 1- KEY PLAN S163 PARTIAL ROOF FRAMING PLAN — .1—SHEET LAST REASION S160 BUILDING 21-02 STRUCTURAL MASTER ....140.14.4.4.1.10.***••••••• //40.0./rPown.•/■••4 COL A-E/1- 6 E&C ENGINEERS Pra JOB N. 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COL E:- -J/1 -6 DC LAST REVISION SHEET BE&C ENGINEERS S ",1 ` ct YVfJ NO. DCA- 94052 DWG NO. 21--02 --5161 :. ..._... ,,....... - .._... ,• -.:.. _�t..- ». -;;.., .; ....;.:,,»..,.. +,s�....rr r..r..a.:.....k .�•e:��uwG�..fi,: -: .• . -•,+. -:1 : G. ��... y� ;.,�`+r';ri4rs- eG..+riiJ� -4.,.. ^.::K`e!%.:.ryY. Y %. L._ 11 1 1 I 11 I 35'--0 is r1- 4x10 REVISION ,••••••••••••••••••••••••••••••••••••••••■••■•••.,*.n..... REVISION 60'-On ....••■■••••■■•■ • (1W) 4x10 EXIST 4x14 (LINE 6 TO 10) OR 4 16 (ELSEWI4RE) ROOF OPURLI. S 8'-0» O.C. 1 (TYP) L±io$ tt> 41-Cr CLEAR 4'-3 1/Z' 0.C. (TYP) ' 4x10 1 — EXIST ROOF GLUE-OM BEAMS TYPICAL ON COL. 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ENSURE POSITIVE BEARING BETWEEN NEW 4x10 AND EXISTING PLYWOOD ROOF SHEATHING TYPICAL. .V11.001 CITY OF TUKWILA APPROVED MAY " 199 BUILDING DIVISION () (j\ S160 77i72,774-77 - / //,-) ,/,/,//// r) S163 RECEIVED CITY OF TUKWILA , APR t:311 PERMIT CENTER PARTIAL ROOF FRAMING PLAN S161 KEY PLAN 0 H SH HBAZIAN • W .M 0 OR ••••••■••••■• rAn9R1 TITLE BUILDING 21-02 STRUCTURAL MASTER COL A-E/6-11 ■•••■•••••••••••■••■•...........•■•••■••••• DC SE&C ENGINEERS LAST REVISION SHE7 5162 4°9 NO. DCA-94052 COMP NO. DWG NO. 21-02-S162 . . „ - •• ;-"".7...;:s,;;7:"...(2-..,"-,.....;5■S..?, : • `' •'e "'•'1 • ',fr., rt. - 'Y._ .:`: ...... _ .. ; , • . _ . ,, .. - — . , ...... , ..<',., !!:. • • '. •r ,,' ''''. • - .-; • ,' ''''':-.;7• - .. ••••• , ,,,;;• s4 e;,..., - • . ,.', . , ,,, , :•,,,,,.., ',.. 7 ,,,•;., 1:, r• :.....' :''''' ''''''c ..,,7'.. ` /..'7.... 5 : ' e.. '....... le ^ i .4; ....'• , •• • '•,,, • r'''' .." '':... 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';,-',.,.':,;.:;•;7•2;','''''7•5- "'-"...',::_,1".',":'" ':::;.:;",":::::,,"-',•,-...:--.:.. 2 ..• ."'",, ,-. ! .. . „.,',,, •.,,... — , ,; ' .....,';,•;' '''', y. , 6cy—o" 35'4' ACCEPTABILITY 'MS DESIGN AND/OR SPECIFICATION 15 APPROVED APPROVED BY ItEPT. 1 . / 1 ... -! - (q) RAW TY DA E BTRLE SHAH BAZIAN TT— S U CMETT- [ AN ARAM PARTIAL ROOF FRAMING PLAN SHEET TULE LEGEND: GENERAL NOTES: 1. VERIFY ROOF OPENING DIMENSIONS WITH SMPKE VENT SUPPLIER. 2. FOR LOCATIONS AND CURB DETAILS SEE ARCH. DRAWINGS. CONSTRUCTION NOTES: p----->!NSTALL 4x10 PURLINS PRIOR TO REMOVAL OF EXISTING 2x4 SUB-PURLINS WITHIN THE SMOKE VENTS. ENSURE POSITIVE BEARING BETWEEN NEW 4x10 AND EXISTING PLYWOOD ROOF SHEATHING TYPICAL. CITY OF TUKWILA APPROVED MAY 3 1994 A BUILDING DIVISION (") REOEWED CITY OF TUKWILA 61,.4 PERMIT CENTER KEY PLAN 94052S.L 4525 1638 0 .4- o) BE&C ENGINEERS LAST REASON H. SHAHBAZ1AN ci-trar.5— H. SHAH BAZ AN w.c MOOR TPA* I 1111111111111111111111111111111111111111111111)11011111, 2 the quality of the original document. , . . 04.12.94 BUILDING 21-02 S163 JOB NO DCA-94052 DC Dw° NO. 21-02-S163 STRUCTURAL MASTER COL E-J1'6-12 gr,,,t 0-1 ,- 0..../PM.,•••■.14.••■■ 1 Wr EXIST 1/2" PLYWOOD, CUT NEW OPENING FLUSH WITH EDGE OF FRAMING 10d 6" O.C. AROUND OPENING -- S= CTION SCALE: 1 1/2" = 1' -0" 4x10 TIE BEAM NEW 4x10 TIE BEAM WITH SIMPSON "LUS41O" JOIST HANGER (8) -16d Q 4 PU 4x1 x14 G TIE BEAM RL{N • 1/2"O x5 LAG BOLTS 10 O.C. SECURE 3/8" PL TO 4x14 PURLINS SEE 1/S500 FOR PLATE DETAIL S160,S161,S162,S163 2 "tee �,,� --- 9/16 "$ HOLE (TYP) 12' -0" 14 SPACES @ 10" EQUAL 11' --8" FACILITIES DEPARTMENT DETAIL. SCALE: 3" 3/8" COVER PLATE WWW (iTh S500 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED DY DEPT. WITT BAZ IAN SuIVITLE mir- ANGARA1 I-i.SHAHBAZIAN TAI iAH BAZ IAN rrAIXR 42_12111 STRUCTURAL. MASTER COL 2" GENERAL NOTES: CONSTRUCTION NOTES: INSTALL PLATE SYMMETRICALLY ABOUT MID- -SPAN AND ON CENTERLINE OF THE EXISTING 4x14 ROOF PURLINS, PROVIDE PILOT HOLES OF NO LARGER THAN 5/16" DA. FOR INSTALLATION OF 1/2"0 x5 LAG BOLTS. 3. DO NOT PROVIDE COVER PLATES FOR EXISTING 4x16 ROOF PURLINS. CITY OF TUKWILA APPROVED MIXING LDING DiV ION CITY OF TUKWILA APR 2 124 PERMIT CENTER ENGINEERS MISCELLANEOUS DETAILS r ll1li II1111 111ilIIIIILIIIIIIIIIIIIIIIIII IIJIIII UIlljll�f I i IL 'rill 1 lit Ili . .II. " -Y 1. 11 . !!Ii 1 I �,�L±� 11 1 p i,'!1!, lilwii ills !1!li iiiIiiiiiIII III � I I ! Q rn THS INCH. 1 2 r 9 10 11 Mn°Ew0.5 12 1 NOTE: I£ the microfilmed document is Less clear than this BUILDING 21 -02 notice, it is dud to the qusl_itq of the original. document. 06 6Z 8G LZ 9Z 9Z .17Z 1 C'e ZZ LZ O` 61 8L L1 91 G1 ti CL ZL LL QI, 6 8 L 9 s �i C 7 L Ww 0 i I i I II ( ii ii ! I I I I ►t (I�nl IIIIII!IIIIIIIIIIIIu!!i!II!f!I �IIlII'!III!II 1.' 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SCALE: 1/4" = 1'-O» A4 S501 14'4' L.() CONFIG. #8 SCALE: 1/4" = 1' -0" .(1) A4 [5501 -3\AC SCALE: K COW-1G. 1/4" = 1 -0" AWseraZie4C' FACILITIES DEPARTMENT (a 4 / L.: A41S59,1( : .M.** ■■,•■••,•*o■ww. ■■■•■•■• • **.**.raw•Noan■•■••••••■• MI.WWW■ 14' -0" FRONT ONLY REAR ONLY _ _ _REAR Qt1.1j 'RAC< CONFIG. #4 SCALE: 1/4= 1 -0" SHELVING BAYS 0 5)501 S CONFIG._#9 SCALE: 1/4" = V-0" A4 $501 4At RAC< CONHG. 14 SCALE: 1/4" ACCEPTABILITY TH!S DESIGN ANWOR SPEC1F1CATION 15 APPROVED APPROVED BY DEP1. DATE 6/■■•■•••••■■■••■•••I DH.AQTBNZ IAN ts- RAKARAM H.SHAHBAZ IAN nrcRED H S HAH BAZ IAN APPKIM W :.MQQ R I DATE (174-) A418501 SUBTITLE _.swi____._SHE:LVING BAYS 3' - SHELVING CO\IFIG. 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SCALE: 1/4" = 1'-O» A4 S501 14'4' L.() CONFIG. #8 SCALE: 1/4" = 1' -0" .(1) A4 [5501 -3\AC SCALE: K COW-1G. 1/4" = 1 -0" AWseraZie4C' FACILITIES DEPARTMENT (a 4 / L.: A41S59,1( : .M.** ■■,•■••,•*o■ww. ■■■•■•■• • **.**.raw•Noan■•■••••••■• MI.WWW■ 14' -0" FRONT ONLY REAR ONLY _ _ _REAR Qt1.1j 'RAC< CONFIG. #4 SCALE: 1/4= 1 -0" SHELVING BAYS 0 5)501 S CONFIG._#9 SCALE: 1/4" = V-0" A4 $501 4At RAC< CONHG. 14 SCALE: 1/4" ACCEPTABILITY TH!S DESIGN ANWOR SPEC1F1CATION 15 APPROVED APPROVED BY DEP1. DATE 6/■■•■•••••■■■••■•••I DH.AQTBNZ IAN ts- RAKARAM H.SHAHBAZ IAN nrcRED H S HAH BAZ IAN APPKIM W :.MQQ R I DATE (174-) A418501 SUBTITLE _.swi____._SHE:LVING BAYS 3' - SHELVING CO\IFIG. SCALE: 1/4w-= 1' 0" SHELVING BAYS 0 3'-O" A4 S501 SHELV ING CONFIG.110 (Fa) SCALE: 1/4" = 1'-0" A4 S501 RAC< CONFIG. 115 0-- SCALE: 1/4 0" A4 S501 RECEIVED CITY OF TUKWILA APR 2 5 PERIt4IT CENTER ESE&C ENGINEERS •MEM Der STORAGE RACK AND SHELVING CONFIGURATIONS rrriE BUILDING 21-*02 STRUCTURAL MASTER COL O4.14 r 11111111111111111 111111111111111 111111111111 litt 11111' 0 te THS INCH 1 2 041:3; 4 5 I NOTE: If theatcrofi1ied docusie OC • notice, it is due to the quality 1111111111111116111111111,1111111111111,1111111.111111;j11111H11.1111111H111111)41111101a11,414141,1,1„11y11.1„:1, 63, ; 7'''',;';.;;;;.?;4.,,!4,,.,1!,,,:;,,,,';,„45-1;,.,5•;,;;;;:,.;,';;;!'•,..7.,;•;::::-.'°36:9,.';-;;4`,': 41 91 gl ' - • • „ . „ . „ , „ . • ' - . • • • ..... 7 El I*Orrru**rwrro Irrrrmorurrarrrrirrrrerrorormarrrom-rirrorrilybriewywirrremrwrrmrororrArr.rwurerri. r•rerr von*. Cr LAST REVISION - - SHEET S501 JOB NO DCA-94052 DWG Na 21-02-S501 ••••••■.M10.....). gwro.r.r.rr.roor.rr •••••••■■•■••• ' = • . • - .4 ; - „ , , - ..„ • -- , 4)414441 ,4,1 1 I 1 nt is leaB viea r than this of the original document. 1 1 1 1 1 1 1 1 1 1 10 1111 1111111111111 11 111 1 1' 44'CC IN GERIWY 12. C 1, L. • "" C) 47t et Zt 0 1111111111111■11111111111111111 I1111111941,1111.1)1111111. , - . 44•••--;,•-•-c9'; 4.-;;;'4;;; 1 1,11.1111H11111111111111111111i11111111i1111111111111111111 BOFII\C JEFE\SE & SPACE COUR» 3ULD\C 21 -02 <IT SPACES /41 VOD EAST MARGINAL WAY CORPORATE PARK BUILDING 21 -02 3417 SOUTH 120TH PLACE TUKWILA, WASH\GTO\ 98168 6 AREA MAP 7 -127 FROM DOWNTOWN SEATTLE KING Y CL NT iM 1 IQ 900 99 EXIT 159 EXIT 15e Ex IT 167 599 TUKWILA FROM KENT & AUBURN FROM SEATTLE — TACOMA AIRPORT W;M LIMY PROJECT SITE DEVELOPMENT CENTER AND EAST MARGINAL WAY CORPORATE PARK NO SCALE SITE MAP EAST MARGINAL WAY CORPORATE PARK NO SCALE Int M Fscan CHECKLIST ® BRIEF PROJECT NARRATIVE REMOVAL OF PALLET RACKS AND ADJUSTING SHELVING. . REMOVE AND INSTALL O'BRIEN WALLS. . PROVIDE ELECTRICAL OUTLETS & CONDUITS FOR PHONE AND CABLE. . PROVIDE COMPRESS AIR OUTLET. . NEW LIGHTING AT OFFICE AREAS. ® THESE DRAWINGS CONFORM TO THE 1991 U.B.C., U.F.C., U.P.C., N.E.C. AND THE A. DA. (AS IT RELATES TO THE AREA OF TENANT IMPROVEMENT) AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH city OF TUKWILA ZONING. ® PARTIAL BUILDING FLOOR PLANS SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. 1 ENGINEERING CALCULATIONS (IF APPLICABLE) IN ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 —A IN BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: O 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CML DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL. DESCRIPTION 2 SETS OF WORKING DRAWINGS ® 2. TENANT INPROVEMENTS, 2 COMPLETE SETS ❑ 3. MECHANICAL. 2 COMPLETE SETS ❑ 4. ELECTRICAL, 2 COMPLETE SETS O 5. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS ACCEPTABILITY T?K DENNlNb/OR mu OcP'V I uldwhnd that the Man Cheek q r,:r..'3 ere od eot to MIND rd reams and cp,:,r;,v:l al /Una dea NM When M tee of M edepMd NS O i us. NNIjt N MOSS aft a'��Mw .M* Ns Ba THE NO BB MCI TO .°°o w LA DI N. NO MAY MU AMMONAl RAN K CODE SUMMARY ADDRESS EAST MARGINAL WAY CORPORATE PARK 3417 SOUTH 120TH PLACE BUILDING 21 -02 TUKWILA, WASHINGTON 98168 SITE AREA (TOTAL) 1,720,100 SF (39.48 ACRES) LOCAL AUTHORITY CITY OF TUKWILA LAND USE CODE M—HP CODE REFERENCES 1991 UBC (TUKWILA) 1991 UFC (TUKWILA) ADDITIONS PER CITY OF TUKWILA OCCUPANCY GROUP B -2 NO CHANGE CONSTRUCTION TYPE V —N NO CHANGE) FLOOR AREA (ACTUAL) 64,800 S.F. (IMPROVED AREA ONLY) BUILDING HEIGHT....... ... 29'MAX. (NO CHANGE) CUANT STORIES 1 (NO CHANGE) N FIREPPROTECTTIION SPRINKLERED CHANGE) (ACTUAL 30) M SEPARATIONS.(BUILDING) 2 HR. TYPICAL, SEE SHEET Al FOR ALL AREA SEPARATION WALLS AT THE 21 -03 BUILDING SEISMIC ZONE 3 FIRE ZONE PARKING (TOTAL SITE) 3 (NO CHANGE) LEGAL DESCRIPTION LOTS 1 TO 16, VACATED BLOCK 3 AND LOTS 1 TO 8, VACATED BLOCK 4. IN THE PLAT OF RIVERTON, BEING A REPLAT OF REVERSIDE INTERURBAN TRACTS, RECORDED IN VOLUME 13 OF PLATS, PLAGE 36 IN KING COUNTY WASHINGTON: TOGETHER WITH THE PORTIONS OF 34TH AVENUE SOUTH AND 123RD STREET WHICH ATTACHED TO SAID LOTS BY OPERATION OF LAW; ALSO THAT PORTION OF GOVERNMENT LOT 15, SECTION 10, TOWNSHIP 23 NORTH„ RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (SR 599) WITH THE WESTERLY MARGIN OF EAST MARGINAL WAY IN THE NORTHEAST QUARTER OF SAID SECTION 10; THENCE SOUTH 16' 29' 05' EAST ALONG SAID WESTERLY MARGIN 534.84 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 7W 43' 21 WEST 415.05 FEET THENCE NORTH 87• 30' 37' WEST 726.40 FEET TO THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE SOUTH 01' 48' 3r WEST ALONG SAID WEST LINE TO THE NORTH LINE OF THE AFORESAID PLAT OF RIV RTON; THENCE EASTERLY ALONG SAID NORTH LINE TO A LINE PARALLEL TO AND 820 FEET FROM THE (NEST LINE OF SAID GOVERNMENT LOT 15; THENCE NORTHERLY ALONG SAID PARALLEL LINE 376.01 FEET TO THE NORTHWEST CORNER OF THE TRAVERSO PROPERTY AS DESCRIBED IN DEED RECORDED UNDER FILE NUMBER 5612479; THENCE EASTERLY ALONG THE NORTH LINE OF SAID TRAVERSO P,EOPERTY 474.74 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE POINT OF BEGINNING. 04 12.94 COVER SHEET arPgrigimA APR 2 5 1994 ran tl n.t MAC ■N NO BUILDING 21 -02 ARCHITECTURAL. MASTER COL D.0 AO a N0. DCA -94052 9w-t 21 -02 -AO e7 • Ma SYMBOL LEGEND MATERIAL SYMBOLS ABBREVIATIONS GENERAL NOTES CONSTRUCTION TYPES es-A1 Wr-0 xx 1 xx • qr DIMENSION 0 FEO- I1 z • a • BUILDING AND WALL SECTIONS DETAIL REFERENCE TO DETAIL PLAN ROOM NUMBER DOOR NUMBER WALL TYPE GRID GRID BUBBLE AND CENTERLINE CONSTRUCTION ABOVE OR BELOW BEYOND OR BEHIND DIMENSION LINE FLAG NOTE FOR SPECIFIC CONSTRUCTION DIRECTION GENERAL. NOTE FOR NON- SPECIFIC INFORMATION DOOR - NEW DOOR - REMOVED /RELOCATED 2'- 0"x4' -O" SUSPENDED CEILING GRID GYPSUM WALLBOARD CEILING FIRE EXTINGUISHER HOSE RACK AND CABINET SMOKE VENT SUPPLY AIR DIFFUSER RETURN AIR GRILLE FIRE SPRINKLER HEAD HIGH INTENSITY DISCHARGE LIGHT FIXTURE FLOURESCENT FIXTURE (RECESSED, SURFACE) EXIT SIGN EMERGENCY LIGHT MOM EARTH, DIRT h'i.r',, 1111111 i.l 11 111 11 Itild1W0,444h40 s e t de //,'/ / //. AWLS, ntwano sn a �v1 STONE, GRAVEL, POROUS FILL BRICK, COMMON CERAMIC TILE CONCRETE: CAST -IN- PLACE, PRECAST INSULATION: BATT, LOOSE, FILL BLANKET INSULATION: RIGID ALUMINUM BRASS, BRONZE, COPPER METAL, STEEL, IRON PLASTER: SAND, CEMENT, GROUT PLASTER: GYPSUM WALL BOARD WOOD: FINISH WOW: ROUGH WOOD: INTERRUPTED BLOCKING PLYWOOD: SMALL SCALE PLYWOOD: LARGE SCALE WALL TYPE: CONCRETE WALL TYPE: CONCRETE MASONRY UNIT (CMU) WALL TYPE: STEEL STUD WALL TYPE: WOOD STUD WALL TYPE: EXISTING WALL TYPE: REMOVAL WALL TYPE: PARTITION (5' -0' HIGH) WALL TYPE: GLASS qtf 016 AB AFF AGG AL ALT ANCH AAPPROX AVM BBwN BOTO C8 CC CEM CF CJ CL CLR COL COMP CONC CONN CONST COOT CONTR CTSK CY ATND ANCHOR BOLT ADJACENT ABOVE FINISHED FLOOR AGGREGATE ALUMINUM ALTERNATE ANCHOR, ANCHORAGE AMERICAN PLYWOOD ASSOCIATION APPROVED APPROXIMATE AMERICAN SOCIETY OF TESTING MATERIALS BETWEEN BUILDING BLOCKING BOTTOM CHANNEL CATCH BASIN CENTER TO CENTER CEMENT CUBIC FEET CONTROL JOINT CENTER LINE CLEAR(ANCE) COLUMN COMPRESS(ED) (ION) CONCRETE CONNECTION CONSTRUCTION CONTINUOUS, CONTINUE CONTRACTOR) COUNTERSUNK CUBIC YARD(S) 0 DIAMETER DBL DOUBLE DEMOL DEMOLISH, DEMOLITION DEP DEPRESSED DIAG DIM DL DN DS DWG EA E EB EF EJ EL E0EV EW EXG EXP EXT FAS FF FF FGR FH FIN FND FOC FOF FOIC FO FT FIG FUT GA GALV GC GI GR GT DIAGONAL DIMENSION DEAD LOAD DOWN DOWNSPOUT DRAWING EAST (COORDINATE) EACH EXPANSION BOLT EACH FACE EXPANSION JOINT ELEVATION ELEVATION EQUAL EACH WAY EXISTING EXPOSED EXTERIOR FASTEN(ER) FACTORY FINISH FINISHED FLOOR FINISH GRADE FIRE HYDRANT FINISH(ED) FOUNDATION FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FINISHED OPENING FOOT FOOTING FUTURE GAGE GALVANIZED GENERAL CONTRACTOR GALVANIZED IRON GRADE GROUT HDNR HARDENER HDWD HARDWOOD HG HIGH GRADE HOR HORIZONTAL HS HIGH STRENGTH HT HEIGHT ID INSIDE DIAMETER ID INSIDE DIMENSION IF INSIDE FACE IN INCH INCL INCLUDED(0) (ING) JT JOINT K KIP(S) KO KNOCK OUT LB LEN LF u LWR MATL MBR MET MFR MIN MISC MT NF NIC NO. NOM PITS OA OC D OF OPG OPP PAR PCC PCF PERF PERIM PL PNL PREST PRF PSF PSI PT PVC PWD R R REF REINF REQ REV RH RO SQ SECT SECT SF SHT SIM SQ 5T STD STL STR SYM SYS TSB T&G TC TEMP THK T0C TOL TOS TS TYP UBC UL UON UPR VB VERT W W W �W WMff LAG BOLT LENGTH LINEAL FEET LIVE LOAD LOWER MAXIMUM MACHINE BOLT MEMBER METAL MANUFACTURE(R) MINIMUM MISCELLANEOUS MOUNT(ED) (ING) NORTH (COORDINATE) NEAR FACE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER(S) OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE PARALLEL PRECAST CONCRETE POUNDS PER CUBIC FOOT PERFORATE(D) PERIMETER PLATE PANEL PRESTRESS(ED) PREFORMED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT POLYVINYL CHLORIDE PIPE PLYWOOD RADIUS (CURVATURE) RISER REFERENCE REFER TO REINFORCED) (ING) REQUIRED) ((ING) REVISION(S), REVISED RIGHT HAND ROUGH OPENING SQUARE SOUTH (COORDINATE) SECTION SQUARE FEET SHEET SIMILAR SQUARE STRUCTURAL TEE STANDARD STEEL STRUCTURAL SYMMETRY,SYMMETRICAL SYSTEM TOP AND BOTTOM TONGUE AND GROOVE TOP OF CURB ELEVATION TEMPORARY THICK(NESS) TOP OF CONCRETE TOLERANCE TOP OF STEEL STRUCTURAL TUBE TYPICAL UNIFORM BUILDING CODE UNDERWRITERS' LABEL UNLESS OTHERWISE NOTED UPPER VAPOR BARRIER VERTICAL WEST (COORDINATE) WIDE FLANGE WIDTH, WIDE WITH WITHOUT WELDED WIRE FABRIC 1. OBT111N MECHANICAL At ELECTRICAL CONSTRUCTION PERMITS FROM CITY OF TUKWILA PRIOR TO COMMENCING CONSTRUCTION. 2. NOTIFY CONSTRUCTION MANAGER SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH BOEING GENERAL CONSTRUCTION UNIT THROUGH THE CONSTRUCTION MANAGER REGARDING STAGING AREAS AND OTHER RELATED ACTIVITIES OCCURING IN THE 21 -03 BUILDING. 4. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE CONSTRUCTION MANAGER. S. CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE WORK OF OTHER TRADES. DISCREPANCIES ON DRAWINGS OR IN SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. 6. WORK SHALL CONFORM WITH APPLICABLE CODES AND REGULATIONS. 7. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION MANAGER FOR CONSTRUCTION AREA AND SECURITY REGULATIONS. 8. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 9. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF MASONRY AND /OR CONCRETE WALLS, METAL STUDS, AND TO THE CENTERLINE OF COLUMNS, UNLESS OTHERWISE NOTED. 10. PARTITIONS SHALL RUN FULL HEIGHT, FROM FLOOR TO STRUCTURE ABOVE, UNLESS SHOWN OR NOTED OTHERWISE. 11. PLANS WHICH APPEAR AS BACKGROUNDS ON CML, STRUCTURAL, PLUMBING, HVAC, ELECTRICAL DRAWINGS ETC., ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 12. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF ARCHITECTURAL, STRUCTURAL, MECHANICAL $ ELECTRICAL WORK. ARCHITECTURAL, STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS SHALL BE REFERRED TO IN DETAIL FOR COORDINATION OF SPECIFIC REQUIREMENTS. 13. CONTRACTOR SHALL REPAIR DAMAGED SURFACES AND CORRECT CONDITIONS CAUSED BY DEMOLITION TO MATCH SURROUNDING FINISHED CONDITIONS OR AS INDICATED ON THESE DRAWINGS. 14. REPETATIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 15. ASBESTOS NOTIFICATION A GOOD -FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS - CONTAINING MATERIAL WAS DISCOVERED WITHIN THE BUILDING 155' 2STO TYPE V- HR 2 HR AREA SPRINKLERED �- SEPARATION WALLS SPRI 180' _ -4•- 951_4.1 11,400 SF 2 STORY 1 TYPE V -1 HR NKLERED 1 STORY TYPE V -1 HR SPRINKLERED 321400 SF 16.020 SF 2 HR AREA SEPARATION WALLS T BUILDING 21 -01 5,200 SF 2 STORY -J TYPE V -1 HR SPRINKLERED 1 STORY TYPE V -N SPRINKLERED 321400 SF 1 STORY TYPE V -N SPRINKLERED 32,400 SF 2 HR AREA SEPARATION WALLS 1 STORY TYPE V -1 HR SPRINKLERED BUILDING 21 -03 48,060 SF 4 HR AREA SEPARATION WALL BUILDING 21 -04 1 & 2 STORY TYPE I -F.R. SPRINKLERED BUILDING 21 -05 173,200 SF SITE PLAN SCALE NO SCALE CITY Of APPROVED MAY _ a9+ aerirlau APR 2 5 1994 Pla n one Sad FACT TES DEPARTMENT IN: 11 HITFERCED ACCEPTABILITY srca n N1D oR MMOKO r OVA. an KEY SHEET AMON H&C SNSNSSR• Piet 0412.94 BUILDING 21 -02 ARCHITECTURAL MASTER D.C. Al of a Na DCA -94052 Tf�iTNe. a a 21 -02 -A1 ....r. INDEX OF DRAWINGS 111iNQl ,. DRAWING NO. SHEET N0. DRAWING TITLE REV DATE ARCHITECTURAL .T -AO AO COVER SHEET 'QRIG 04.12.94 04.1 ,p4 04.1)2 94 04.12.94 i 1 ,r -A1 Al KEY SHEET ORIG. 7 • -A2 A2 INDEX OF DRAWINGS ORIG 1 1 •' A • A3R COMPOSITE FLOOR PLAN - REMOVAL ORIG kA t 1 -Q2 ORIG -A4 A4 COMPOSITE FLOOR PLAN 04.12.94 21- 02 -1A10 1A10 PARTIAL FLOOR PLAN ORIG 04.12.94 21- 02 -1A11 , 1A11 PARTIAL FLOOR PLAN ORIG 04.12.94 21- 02 -1Al2 1Al2 PARTIAL FLOOR PLAN ORIG 04.12.94 21- 02 -1A13 1A13 PARTIAL FLOOR PLAN ORIG 04.12.94 ,• 21- 02 -A500 A500 DETAILS ORIG 04.12.94 - r• CIVIL /STRUCTURAL 21 -02 -S2 S2 GENERAL STRUCTURAL NOTES ORIG 04.12.94 • 21 -02 -5160 S160 PARTIAL ROOF FRAMING PLAN ORIG 04.12.94 • 21-02-S161 S161 PARTIAL ROOF FRAMING PLAN ORIG 04.12.94 • 21 -02 -5162 S162 PARTIAL ROOF FRAMING PLAN ORIG 04.12.94 * 21-02 -5163 S163 PARTIAL ROOF FRAMING PLAN ORIG 04.12.94 • 21 -02 -5500 S500 MISCELLANEOUS DETAILS ORIG 04.12.94 • 21- 02 -S501 S501 STORAGE RACK AND SHELVING CONFIGURATIONS ORIG 04.12.94 ectlie 0 4)4 INCLUDE IN SET INDEX OF DRAWINGS DRAWING P40. SHEET N0. MECHANICAL DRAWING TITLE REV DATE 1 • - 4 INDEX OF DRAWINGS I INCLUDED SET DRAWING N0. SHEET N0. DRAWING TITLE REV DATE ELECTRICAL 0- -4 --• IS$UE LEGENQ VET ISSUED REVIOUSLY ISSUED, NOT IN THIS I$$UE THIS ISSUE s PROJECT, NOT YET ISSUED FOR CURRENT PROJECT NOT REWIRED FOR CURRENT PROJECT 1-Fres NOT FOR CONSTRUCTION FOR REFERENCE ONLY ORIG ORIGINAL ISSUE FOR CONSTRUCTION OR FOR PERMIT A DRAWING REVISION - SEE SPECIFIC DRAWING FOR NATURE OF REVISION CITY T+ PPPROVED «vi nMi mm APR 2 5 1994 Plan pMpp n FM I S DEPARTMENT ACCEPTABILITY ruromoms "'°/OR »nov[O N OPT. an INDEX OF DRAWINGS LAP AMON w as ■ NOM■I N$ tram rut BUILDING 21 -02 D.0 A2 almo. lora DCA -94052 a °"0 N0 21 -02 -A2 35' -0' nan— iaafliii ilia ia ii�.i-'i>iS- iardfi'iLiiiiW 3- 1333Sfl iiili'iG 333-3 33 3 3 3 37lW%3 33Siii■ -33- 3it3333at 33333 •0''d' 60' —O' 6O' -0' EXISTING OQQR AgoNLIVQg N1 215' -0" XI ING DOOR EXISTING DOOR ( N4 (y• 1 y• I .i■ / V• / • / �• 1� +•I� /I` ■I�' x•111 b". :111, •ItI •1.111 ininnnnmmP1 OYYYYYYY nnnnnnnn YYYYYYYY SA DOLLY STAGING AREA BULK STORAGE STAGING AREA 32' -0"t 1A10 10' -0" TRANSPORTATION AISLE 4 1 • 11 10' -0" Bc14-0104 10 -Oat 33 s == =asr : =3 ids- 3e'aiic =x • M 6 • M 1 r 5 ic 5 5 5 g 4 a MRSA TYPICAL is 33 3 as -_Tw- ors - - ai-is 3i 32' -0"t t 3 EXISTING 2 HR SEPARATION WALL EXISTING 3 HR RATED COILING METAL DOOR a I 41 i 3-G■is §e 0 0 83 0 08 W oa 88 g ri CQ ei cd N,I \ M LI ' • 12' -0"t (UNO) \\T/ .\ CO N EXISTING 1 1/2 HR RATED DOOR tar:=cst — == s-= -s = —= -if et =s= = =2:En- FLOOR PLAN SCALE: 1 /r= 11 -0" r 32' -0't LEGEND: FOR LEGEND SYMBOLS SEE SHEET Al. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET A1. CONSTRUCTION NOTES: ©PROVIDE SMOKE VENT AT LOCATION SHOWN. COORDINATE PLACEMENT OF SMOKE VENT WITH NEW AND EXISTING FRAMING. SEE SHEET S160. PROVIDE SMOKE CURTAIN AT LOCATION SHOWN. REMOUNT BOLLARDS AND GUIDE ANGLES, BOLT 0 NEW LOCATION W NEW 1/2" 0 EXPANSION ANCHORS W/ 3 1/ IMBED AT ALL EXISTING HOLES. CITr tuKD NANA APPROVE A (J /% 1A10 j 1A11 tAl2 0 1A13 M EM KEY PLAN O M OP TUKWILA SCALE: NONE APR 2 5 1994 POW an '0sfl FACILITIES DEPARTMENT 1 2867 tMCHI EC /Il" ACCEPTABILII/TgqY�� DESIGN SPEC�iCAT 5 SM$l vED APMOVCD w DEP. DATE 04.12.64 sunmc PARTIAL FLOOR PLAN BUILDING 21 -02 ARCHITECTURAL MASTER COL A -E/1 -6 D.C. Uit IRVNON 4 0 0 m IIIUOC SNS* SING Viet OPOT 1A10 a a "°' DCA -64052 21- 02 -1A10 w M. e EXISTING DOOR 1 2- 1 L- 1A11 ars 9 9 V .fp1.K 318Y1 Y w s 1t71 1M 1 A500 w a 1 00' -0' 1 16' -0"t (UNO1 M a e 9 5 5 5 5 5 5 a 5 5 5 5 sanararnma 5 C N 5c11-1 - 0104 g 5 l t1 5 % 5 1 5 g 5 1i 5 ii N N g u ctJi sg 5 1g c 5 w 5 5 i2 5 s N � t V1 FLOOR PLAN SCALE: 1/8"- 1' —O" 60' -D' 35' -O' EXISTING DOOR TABLE Mixt EXISTING 2 HR RATED SEPARATION EXISTING 3 HR RATED COILING METAL DOOR EXISTING 1 1/2 HR RATED DOOR IOsao FACILITIES DEPARTMENT EXISTING DOOR TABLE 45'X120' 5 5 5 5 w N r7 V' tarl NI LEGEND: FOR LEGEND SYMBOLS SEE SHEET A1. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET Al. CONSTRUCTION NOTES: PROVIDE SMOKE VENT AT LOCATION SHOWN. COORDINATE PLACEMENT OF SMOKE VENT WITH NEW AND EXISTING FRAMING. SEE SHEET S160. PROVIDE SMOKE CURTAIN AT LOCATION SHOWN. 'REMOUNT BOLLARDS AND GUIDE ANGLES, BOLT 0 NEW LOCATION W/ NEW 1 /2" 0 EXPANSION ANCHORS W/ 3 1/2" IMBED AT ALL EXISTING HOLES. 1A10 1Al2 CRYfA APR 2 5 1994 PST COM PARTIAL FLOOR PLAN CITY IUD NA ‚rAm1At t 7 / 1A13 0 KEY PLAN XkC: NONE int Poem nae INnt11$ BUILDING 21 -02 ARCHITECTURAL MASTER COL E -J /1 -0 D.0 1A11 a it DCA -94052 'el�tae. livr ma 21- 02 -IA11 M 1 1 N a 9 N missummaimfmmemmimi mit-rr 9 M • 9 Witir M a 9 cles-1 M 6 a i s• 1 s M M 2 N $ N 6 • N 6 s 1 10' —d_� • 6 • M 6 f I • 10' -C' 2 a i 9 M s 1C 5 aw • M 5 10'4 1Al2 �rl !— N 6 liEmie 6 9 s i • M 6 M 6 Trwsr 1M 2 • N 5 2 9 9 M 2 M 1 9 1 1L 1E e 1E M 1 • N a N 5 0 6 • 5 • 5 60' -0' 5 5 5 5 • N 14411171111MMMWSMONMIN 9 • 9 N • 9 s 10' -0* 5 5 5 5 5 5 5 E i 5 9 s 9 3 • 6 M s L Bc114-0104 s <S1) EXISTING DOOR 10' -0- 5 5 5 5 5 5 60' -7 a 5 9 a --"a 2 Ara tiaae afUnilifiadiawtni a nn en tWni= 6 6 32' -O' 0, 1 • LuulLALLAJ � PCA OFFICE Rh SI 32 Alt • 5 1 • min • ea Oa IIMEM 1 4- Ii■pir IMP 1 9 'Z • 1 2 s 1 M 6 9 $ 2 1 9 STORAGE 9 Y a 9L-. • • EXISTING 2 HR SEPARIW ON WALL s --t 47WWWW IPOP ICNOY1 oat Nam 1 NI 1 • EXISTING 1 112 K RATED DOOR FLOOR PLAN SCALE: 1 fa'= 1' -0' - 1'l 4tJ -c • 6 9 1 9 1- 12' —O't (UNO) r .�i�,�i�. 4 I f M IlFbnInUratiThe M 6 1— 6 9 • 1 1 • M 1 M N 9 1 ransom, 9 X— M 6 2- • 90 N ONO ( S3) EXISTING DOOR (S4> EXISTING DOOR 9 LEGEND; FOR LEGEND SYMBOLS SEE SHEET Al . GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET Al. CONSTRUCTION NOTES: PROVIDE SMOKE VENT AT LOCATION SHOWN. COORDINATE PLACEMENT OF SMOKE VENT WITH NEW AND EXISTING FRAMING. SEE SHEET 5160. PROVIDE SMOKE CURTAIN AT LOCATION SHOWN. REMOUNT APPROXIMATELY 35 L.F. OF OBRIEN WALL AT LOCATION SHOWN. REUSE OBRIEN WALL REMOVED DURING DEMOLITION. © PROVIDE HOLLOW METAL DOOR, HOLLOW METAL DOOR FRAME AND HARDWARE COMPLETE. DOOR, DOOR FRAME AND HARDWARE BY PARTITION MANUFACTURER (3'- 0"x7' —C'x1 3/4'). CRT OF TUKWILA APPROVED nA APR 2 5 1994 rwn OINVON KEY PLAN SCALE: NONE w PANTIES DEPARTMENT f ACCEPTABILITY DS M CKI M aArioEo PARTIAL FLOOR PLAN IS AMNON MAC INSINUIN$ WEIL as1 BUILDING 21 -02 ARCHITECTURAL MASTER COL A- E/6-11 O.C. 1Al2 a„a DCA -94052 Wit 21- 02 -1Al2 W-e 60' -0 EXISTING DOOR sqq o1M 215' - 5 5 5 5 5 5 • g • Ip 1g 5 Ig 5 Irk S 5 1w 5 5 5 7 5 a 5 ; 5 a 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0) c 5 S0' -0' EXISTING 2 HR SEPARATION WALL 5 ..J 5 5 5 5 5 5 N N 5 5 5 5 N 5 N WC N N N • INCOMING DOLLY STAGING AREA N c N N c N c N c N 35' -0" 6 < S6 EXISTING DOOR J( S7 EXISTING FLOOR PLAN SCALE: 1/C= 1' -0" ;,. F� 5 DEPARTMENT <S8 > EXISTING DOOR `sr ict n CO t4 N ,BX,t ,BX,t ,BX,t in,* 318V1 318V1 318V1 318V1 TABLE TABLE TABLE TABLE 4'X8' 4'X8' 4'X8' 4'X8' O�D li S9) EXISTING DOC ACCEPTABILITY NIS COON IPECIFICAION 5 hICVED QA WORK AREA N 10 1 101 10 1 J YiY�idii! ICABICABI R -; LEGEND: FOR LEGEND SYMBOLS SEE SHEET A1. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET Al. CONSTRICTION NOTES: PROVIDE SMOKE VENT AT LOCATION SHOWN. COORDINATE PLACEMENT OF SMOKE VENT WITH NEW AND EXISTING FRAMING. SEE SHEET S160. PROVIDE SMOKE CURTAIN AT LOCATION SHOWN. CITY OF TUIIWILA APPROVED rE/ O o"a "' m ° TUCwaA APR 2 5 1994 Pan' oOnMR 1A10 1A11 1A11 4, 1A1133 �j/ %VW I 11 KEY PLAN SG LE: NONE NIX INIISIIII PARTIAL FLOOR PLAN I NIMMIN PUT BUILDING 21 -02 ARCHITECTURAL MASTER COL E- J/€1-11 D.0 1A13 J°' DCA -94052 ,sw,oa or OW PM 21- 02 -1A13 CW104.13.94/11 :10 SMOKE VENT CURB SCALE: 3 "- 1 ' -0" SMOKE VENT, CURB, COUNTERFLASHING INSULATION, BACKER ROD AND SEALANT IN VENT MANUFACTURER FASTENED TO DECK AT 16" O.C. WOOD SPACER BLOCKING TO COMPENSATE FOR ROOF SLOPE 4" PRESSURE TREATED CANT CAP SHEET AND BASE SHEET PLYWOOD DECK 3/13"x7" 3 1/2" L /AG SCREWSR(EAST( AND WEST) H) FRAMING (SEE DETAIL C THIS SHEET) 1A10,11,11,13 Bcti4 o Gq 1 b to SMOKE CURTAIN AT GLU -LAM SCALE. 1 "- 1'- ROOF DECK GLU -LAM BEAM BOTTOM OF JOISTS BEYOND ATTACH END CLOSURE WITH #12 1" HWH METAL SCREWS AT 18" O.C. L 2 -5 /0" X 2- 5.,/6" x 14 GA. VERTICAL • 6' -0" O.C. ATTACH TO GLU -LAM WITH �14 HEX HEAD SCREWS • 18" O.C. 30 GA. CORRUGATED METAL SIDING - CORRUGATIONS VERTICAL WITH FOAM CLOSURE AT TOP, PROVIDE /12 -14x1" SELF - DRILLING FASTENER AT 18" O.C. 1114x7/8" LAP SELF- DRILLER AT it O.C. ATTACH END CLOSURE WITH #12 1" HWH METAL SCREWS AT 18" O.C. END CLOSURES tv boo 18 GA. O 7 _ 1A10,11,12,13 A500 EXIST 1/2" PLYWOOD, CUT NEW OPENING FLUSH WITH EDGE OF FRAMING 10d • 6" O.C. AROUND OPENING NEW 4x10 WITH SIMPSON "LUS410" JOIST HANGER (8) -16d • HEADER AND (6) -16d • JOIST EXIST 6x16 ROOF PURLIN SECTION AT OPENING SCALE: 1 1/2" • 1, -0" CITY OF TIMWNA APPROVED an turn A APR 2 5 1994 marromnin AMON r SYM WICKS Son's FACILITIES DEPARTMENT ACCEPTABILITY PECIFTATION irPRa c Sv OWL DAYS SSTS MAIMItt DETAILS 04.12!4 BUILDINO 21-02 ARCHITECTURAL MASTER COL D.C. A500 anit DtA -1452 e11�w 21- 02 -A600 Oft • a s :,,'4';». A. UNIFORM BUILDING CODE -1991 EDITION B. AMERICAN NATIONAL STANDARDS INSTITUTE ANSI A58.1 — 1988 REVISION C, AISC MANUAL OF STEEL CONSTRUCTION — NINTH EDITION D. AWS STRUCTURAL WELDING CODE — ANSI /AWS D1.1 -90 E. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) F. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) G. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOS) 1991 EDITION DESIGN CRITERIA A. WIND LOAD 1. EXPOSURE C 2. BASIC WIND SPEED = 80 MPH B. SEISMIC LOAD V = ZIC W = TOTAL LATERAL FORCE AT BASE Rw Z = 0.30 FOR ZONE 3 I = 1.0 C = 2.75 Rw = 6 FOR CONCRETE SHEAR WALL SYSTEM C. SNOW LOAD 1. UNIFORM LOAD = 25 PSF MATERIALS A. STRUCTURAL STEEL 1. STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36. 2, FABRICATION AND ERECTION SHALL COMPLY WITH AISC SPECIFICATIONS. B. STRUCTURAL LUMBER 1. ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER. 2. ALL LUMBER SHALL BE SEASONED WITH A MOISTURE CONTENT NOT TO EXCEED 19%. 3. ALL BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH A STANDARD CUT WASHER. 4. ALL NEW FRAMING SHALL BE DOUGLAS FIR — LARCH, UNLESS NOTED OTHERWISE, 4x10 SHALL BE DF /2 OR BETTER (Fb =1250 psi) bcigeo c4 GENERAL A, CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED. ALL PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER. LOCATION AND SIZE OF INSERTS, OR HANGERS FOR MECHANICAL EQUIPMENT SHALL BE TAKEN FROM APPROVED VENDOR'S DRAWINGS AND CHECKED WITH THE EQUIPMENT SUPPLIER. GENERAL CONTRACTOR SHALL COORDINATE ALL ADDITIONAL OPENINGS, INSERTS AND EMBEDMENTS SHOWN ON ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. DO NOT SCALE DRAWINGS. RE— CONFIGURE EXISTING STORAGE RACKS USING SAME COMPONENTS FROM THE SAME RACKS. REPLACE THOSE COMPONENTS WHICH ARE EITHER BENT, DAMAGED OR RUSTED. G. PROVIDE SIGNAGE AT EACH LEVEL CLEARLY INDICATING "2000 LB MAX ". DRAWING INDEX S2 5160 —S163 S500 S501 STRUCTURAL GENERAL NOTES PARTIAL ROOF FRAMING PLANS MISCELLANEOUS DETAILS STORAGE RACK AND SHELVING CONFIGURATIONS ABBREVIATIONS • AT ARCH ARCHITECT BM BEAM BTWN BETWEEN BLDG BUILDING BOS , BOTTOM OF STEEL, BOSOM (WELD SYMBOL) BOT BOTTOM CL CENTER LINE CLR ,........ CLEAR COL .. COLUMN CONC ... .. CONCRETE CONT .. CONTINUOUS CP COMPLETE PENETRATION DIA, 0 DIAMETER DF DOUGLAS FIR EA ... EACH EL ... ELEVATION EW EACH WAY FIN .... ,... FINISHED FL FLOOR FS .... .... FAR SIDE FT FOOT FTC ,... .... FOOTING LLH LONG LEG HORIZONTAL LLV LONG LEG VRTICAL MAX MAXIMUM MFR MANUFACTURER M I N .. ... MINIMUM NS ... . . NEAR SIDE NTS NOT TO SCALE NO . NUMBER OC ON CENTER OPNG OPENING PL PLATE REINF ., REINFORCING, REINFORCE RECD REQUIRED SECT SECTION SEL ... ..... SELECT SHT ... ..,.. SHEET SIM SIMILAR STL STEEL STR STRUCTURAL SYM SYMMETRICAL TOC TOP OF CONCRETE TOS ... ..... TOP OF STEEL TYP .. .... TYPICAL T/ TOP OF T&B TOP AND BOTTOM UNO UNLESS NOTED OTHERWISE W/O .. WITHOUT W/ . WITH 4 /K, /,y CITY OF MIA APPROVED =IP T1ttA APR 15 1994 Lan CUMIN •nc IIlNSNiIRS SYM REVISION r some FACILITIES DEPARTMENT ■ ACCEPTABILITY 4 SPWRCAD 9 W IS °R o APPROVED NY ocPr. oAtt STRUCTURAL GENERAL NOTES flint LAST RMMON BUILDING 21 -02 STRUCTURAL MASTER COL D.0 S2 an N0. DCA- 94052 Wit 21 -02 -S2 R 35' -0' F- { - I 4x10 bcitieoltq e0' -0" EXIST 4x14 (LINE OR 4116 (ELSEWH PURU S 0 8' -O" {TYP) gLi 00, EXIST OOF GLUE - M BEAMS TYPICA1, ON COL. L E 2 TO 6 4' -O' CLE 4' -3 1/2" (') ac. t TO 6) RE) ROOF O.C. (TYP) PARTIAL ROOF FRAMING PLAN 1 EXIST1 2x4 ROOF eUB- PURLINS I 0 24r ON CENTERS (TYP) 4x1 0 4x 10 SCALE: 1/8" - 1' -0' Sw *PROM Sara° FACILITIES DEPARTMENT tip tI'PI 0.0.4 414 ;; S N. c kg-. • ;.., ,V If - - - -- ACCEPTABILITY NS ONION A:4U SPECIFICATION II •fl 4 D rt. MIT 4x 10 n to Irl to rigt n N 4 LEGEND: GENERAL NOTES: 1. VERIFY ROOF OPENING DIMENSIONS WITH SMPKE VENT SUPPLIER. 2. FOR LOCATIONS AND CURB DETAILS SEE ARCH. DRAWINGS. CONSTRUCTION NOTES: INSTALL 4x10 PURLINS PRIOR TO REMOVAL OF EXISTING 2x4 SUB- PURLINS WITHIN THE SMOKE VENTS, ENSURE POSITIVE BEARING BETWEEN NEW 4x10 AND EXISTING PLYWOOD ROOF SHEATHING TYPICAL. CM' TUIIp LA ontilirsau APR 2 5 1994 me p PARTIAL ROOF FRAMING PLAN KEY PLAN UST AMNON sate /NUIIINS Inn -t BUILDING 21 -02 STRUCTURIL MASTER COL A -E /1 -e DC 5180 Ira DCA -04052 21- 02 -S100 #IrQJ0 S162 S161 S163 ontilirsau APR 2 5 1994 me p PARTIAL ROOF FRAMING PLAN KEY PLAN UST AMNON sate /NUIIINS Inn -t BUILDING 21 -02 STRUCTURIL MASTER COL A -E /1 -e DC 5180 Ira DCA -04052 21- 02 -S100 ■ —E} EXIST ROOF GLUE- L BEAMS TYPICAL ON COL. LIN 2 TO 6 I Bc14-0101 EB 1 W I KT`t 4' -0' CLEA 4�, 1/2. O.C. t EXIST 4x14 (LINE 2 10 6) OR 4x16 (ELSEWHERED ROOF PURLINS 0 6' -0" 0.4 (TYP) EXIST 2x4 ROOF SUB- PURLINB 0 2g ON CENTERS (TYP) I I I 60J -0' PARTIAL ROOF FRAMING PLAN SCALE; 1 /B' = 1. -0' 4 ti119 YM Iry rostra FACILITIES DEPARTMENT V 1 r 351-0' ACCEPTABILITY NS AND °,a 014 o APPROMED it 011M. LEGEND; GENERAL NOTES: 1. VERIFY ROOF OPENING DIMENSIONS WITH SMPKE VENT SUPPLIER. 2. FOR LOCATIONS AND CURB DETAILS SEE ARCH. DRAWINGS. H 1D ZIP I I N k 5 CONSTRUCTION NOTES: INSTALL 4x10 PURLINS PRIOR TO REMOVAL OF EXISTING 2x4 SUB - PURLINS WITHIN THE SMOKE VENTS. ENSURE POSITIVE BEARING BETWEEN NEW 4x10 AND EXISTING PLYWOOD ROOF SHEATHING TYPICAL. CRP Of DTINI *A MAY 1•1 11V t Y ' S160 ; ,S161� O S162 S163 covarviulognA APR Y 5 1994 ea mein PARTIAL ROOF FRAMING PLAN KEY PLAN O MAC IINO0iIN0 LW COMM 04.12.94 BUILDING 21 -02 STRUCTURAL MASTER COL E -J/1 -6 S181 w DCA -94032 a DM ND' 21 -02 -Silt 35' -0' 60' -0' 1 ;3q4 oi&q • (TYP 5162 5500 EXIST 4x14 (LINE TO 10) OR 416 (ELSEWH RE) ROOF PURLIIfIS • 8' -0' 0.C. (TYP) 4' -0" CLEAR 4' -3 1/2' O.C. (TYP) EXIST ROOF GLUE - TYPICA4 ON COL. I. 1 Wd BEAMS NE 6 TO 10 4x10 60' -0' I �- EXIST' 2x4 ROOF UB- PURLIN • 2g ON CENTE S (TYP) 1 Efr I i 1 1 i1 11 1 I I 1 1 1 1 1 1 1 PARTIAL ROOF FRAMING PLAN SCALE: 1/8" • 1' -O' MOWN RYAN m ra raW/7 FACILITIES DEPARTMENT 60' -0" ACCEPTABILITY MS OEM T AN rime POMPOM K OLRT. OM1t b' it &Griefs LEGEND: 1. GENERAL NOTES: VERIFY ROOF OPENING DIMENSIONS WITH SMPKE VENT 2. SUPPLIER. FOR LOCATIONS AND CURB DETAILS SEE ARCH. DRAWINGS. CONSTRUCTION NOTES; INSTALL 4x10 PURLINS PRIOR TO REMOVAL. OF EXISTING 2x4 SUB - PURLINS WITHIN THE SMOKE VENTS. ENSURE POSITIVE BEARING BETWEEN NEW 4x10 AND EXISTING PLYWOOD ROOF SHEATHING TYPICAL. CITY OF APPPROVED MIOVVID CITY OR TUMVILA APR 2 S 1S 4 POINT OSUMI KEY PLAN O PARTIAL ROOF FRAMING PLAN uss aYINcN MSC a4SINuNS $4 BUILDING 21 -02 STRUCTURAL MASTER COL A- E/6 -11 3182 3011 Ns DCA-94052 DC '1111111. or -n- 21 -02 -5162 60' -0" 1 60' -0, I I TYP ( ) 5163 5500 W H1 EXIST ROOF GL4-LAM, BEAM TYPICAL ON COL, LINE '6 TO 110 ' I 13 (Nab 0-1 EXIST 4x14 (UNE 6 l0 10) OR 4x16 (ELSEWHER ROOF PURLINS 0 6' -0" 0.. (TYP) �- 4' -O' CLEAR ' 4'-3 1/2" O.C. 60' -0' EXIST 2x4 ROOF UB- PURLIN 0 2 ON CENTS S (TYP) PARTIAL ROOF FRAMING PLAN SCALE: 1/V = 1' -0" I MEMNON Sw POMPON Sr oosawo FACILITIES DEPARTMENT n Z 35' -Of' ■ 'o N ACCEPTABILIITYY� SPECIFICATION wlo/011 APPROVIO n DATE LEGEND; GENERAL NOTES: 1. VERIFY ROOF OPENING DIMENSIONS WITH SMPKE VENT SUPPLIER. 2. FOR LOCATIONS AND CURB DETAILS SEE ARCH. DRAWINGS. CONSTRUCTION NOTES: © INSTALL 4x10 PURLINS PRIOR TO REMOVAL OF EXISTING 2x4 SUB - PURLINS WITHIN THE SMOKE VENTS. ENSURE POSITIVE BEARING BETWEEN NEW 4x10 AND EXISTING PLYWOOD ROOF SHEATHING TYPICAL. CRY(( OF TUDIRA Y 't S160 S161 S162 4 MOCONOD OfFY OF TUKWILA APR 2 5 1994 raw aOnwR NET PLAN wrens PARTIAL ROOF FRAMING PLAN UPST RENOWN NRC INGRAINS ITn oat Tu BUILDING 21 -02 STRUCTURAL MASTER COL E- J/6 -12 DC scr 3783 or 70M. ocA -94052 WW-- °�0 Nd' 21 -02 -5163 o EXIST 1/2" PLYWOOD, CUT NEW OPENING FLUSH WITH EDGE OF FRAMING 1Od • 6' O.C. MOUND OPENING 4x10 TIE BEAM SECTION SCALE: 1 1/2" = 1' -0" NEW 4x10 TIE BEAM WITH SIMPSON "LUS410" JOIST HANGER (8) -16d 0 4x14 PURLIN (6) -16d 0 4x10 TIE BEAM 1/2"0x5' LAG BOLTS • 10' O.C. SECURE 3/8' PL TO 4x14 PURLINS SEE 1/5500 FOR PLATE DETAIL 5160,5161,5162,51 3 5500 $q4-014 e .r 12' -0" 14 SPACES • 10" EQUAL 11' -r 9/16"0 HOLE (TYP) 3/8' COVER PLATE DETAIL SCALE 3' - 1' -0' n seal s FACILITIES DEPARTMENT ffir /Pt n 5500 er.11.3, /f ACCEPTABILITY Tim OESOI �s"Owio�o sponcras vs COT. an a+. GENERAL NOTES: CONSTRUCTION NOTES: D INSTALL PLATE SYMMETRICALLY ABOUT MID -SPAN AND ON CENTERLINE OF THE EXISTING 4x14 ROOF PURLINS. © PROVIDE PILOT HOLES OF NO LARGER THAN 5/16" DIA. FOR INSTALLATION OF 1 /211x5 LAG BOLTS. 3. DO NOT PROVIDE COVER PLATES FOR EXISTING 4x16 t ROOF PURLINS. MISCELLANEOUS DETAILS CITY OF TUKWILA SID arAlmau APR 2 5 1994 POW CUMIN LAST MMUS NiC OnOMasa 1RSa o i 04.12.94 BUILDING 2142 STRUCTURAL MASTER COL D.0 S500 war- 21 -02 -3500 14' -d a --- L t a i RACK CONFIG. #1 SCALE: 1/4" • 1' -0" En a a 1 T Er -qt 14' -0° REAR QNVY REAR QNLY REAR QNjY RIA¢tQNLY A4 S501 RACK CONFIG. #6 SCALE: 1/4" = 1 -0" A4 5501 RACK CONFIG. # 1 1 SCALE: 1/4" = 1 -0" rrh A4 S501 !V 14' -0" C _REPILSZILY RACK CONFIG. _#2 SCALE: 1/4" a 1 —0" T p. ? 1 Kt 14' -0" IMP a A4 55001 a C_ _REAR QNLY 1 a 1 C _REAR QNLY RACK CONFIG. #7 SCALE: 1/4" a 1 —d we- 14' -0" -a 441 A4 S501 a a a a a a RACK CONFIG. #12 SCALE: 1/4' = 1 -0" A41S501 I- 4 a a— 14' -O" ----Sy a a a a a In eV RACK CONFIG. #3 SCALE: 1/4" a 1 -0" ONI 14' -d Or —S A4 S501 a a a a a a RACK CONFIG. #8 SCALE: 1/4" = 1' -0" C-- 14' -d REAR ONLY 1 A4 S501 --3- -t v Cof 2 et a a a 1 REAR ONLY a REAR ONLY 2 a REAR ONLY RACK CONFIG. #13 4 SCALE: 1/4. = 1 -0" A4 S59 410./1 at - .P. Ca• ! a a - 14' -0" —, FRONT ONLY C .REAB—ANLY RACK CONFIG. #4 SCALE: 1/4' • 1 -0" $ • gut o>' SHELVING BAYS 0 3' -0" A4 5 1 4 E SHELVING CONFIG. #9 SCALE: 1/4' = 1' -0" I 14' -d a- i A4 S501 a a a a RACK CONFIG. #14 SCALE: 1/4" a 1 -0" n Irrlrortn Cr" ii111111 ��MIPP:n1111.111 fl_ V'�� I��I flt r■ ■ ' / to DATE iosfvc FACILRIES DEPARTMENT •,..:1 r •a ;-; . 9t ... ACCEPTABILITY WSW p��1CAION 4 V[o AMMO r oar. DATE 12.94 sunl= f (1 1 1! .IH {‘VING BAYS O 3' -0' SHELVING CONFIG. #5 SCALE: 1/4" - 1' -0" SHELVING BAYS 0 3' -0" A4 S501 SHELVING CONFIG. # 10 SCALE: 1/4" a 1' -0" f- 14' -d A4 S501 r a 3 C C —: REAR ONLY REAR ONLY RACK CONFIG. #15 SCALE: 1/4' a 1 -Cr STORAGE RACK AND SHELVING CONFIGURATIONS A4 S501 Ilrf Pn 4 awfl APR 2 5 i994 Pine Gear BOAC INGINIIIINS VC MOWN BUILDING 21 -02 STRUCTURAL MASTER COL DC S501 a a DCA-94052 21 -02 -5801 _ ■o.