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HomeMy WebLinkAboutPermit 4394 - Kaiser Gateway Associates - Kaiser 4 - Warehouse ShellCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT New Warehouse Shell 12671 -12699 Gateway Dr Wsa rphousP PERMIT # t'3 q/ Control # 85-010 • Suite # Tenant Kaiser #4 Assessors Account # 000450,8913,0004,0006 -0 Phone # (415) 271 -3488 Zip 94643 Phone # 367 -9393 Zip Inn 1 akPsi dP AvP: , Oakland, CA SST; Construction .SS-(4GC- 0249Il 12r15 1tith AvP , N.F., Seattle, WA FOR BUILDING PERMIT ONLY Approved for issuance by . Sq. • S Ft. Office Storage/ Warehouse Retail Other �Occ. Load AFT. ° 42,246 B -2 2nd Fl. 3rd F1. Total Fire Protection: [}j Sprinklers ❑ Detectors Zoning Type or Construction`C1D- Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 721,031 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #255 $ 1985,00 Receipt # 1256 $- 1290.00 Receipt # $ 1 Receipt #.2 5 ?5 $ 16.50 Receipt # $ Receipt # $ $ 32(11_5f: FOR SIGN PERMIT ONLY 1 ❑ Permanent [] Temporary D Single Face ❑ Double Face ❑ Wall Mounted [I Free Standing [❑ Other Building face Setbacks: Front Square Footage of each sign face Special Conditions Side Side Rear Total square footage of sign THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE 08 ,CANCEL THE . PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. S igned f —G4'l` . ,[ ,r.. �;> �..0 .f!' Date 7— S c. IV �,/`� LICENSE( CONTACTORS DECLARATION 1 hereby affirm that 1 am ljcenas:I un pr" ro V ohs of he Busipe d" rofessions Code, and my license is in full force and effect. Contractor (signatur�A)-r ,- .i–.~� G %r'? r ''` ---- Date OWNER - BUILDER. DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole canpensation, will do the work, ind the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date__ .ri'ela A�roi; rL+. �,•. r. MrxruAYntxarmAM: e• �rL. u�:+. Kx. rrnrw�.-... �...... �o..,.. .....�,,..........�._.........r _ ... CITY dr TUKWILA Building Division 6200 Southc.nter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # Date 51/%2.5177 Type of Inspection Date Wanted a.m. p.m. Site Address /2(07(- /2&99 Project k',? /54:g X54,411 Phone # y3'f Requestor /%J /A6e (5s6) Special Instructions O(hd"). / Inspection Results /Comments: �(dr rJi Ads- WO �oro6 /ehrS and 2e "e`.A1 �s s /74 ea/ c9 6y / `e gild /0/41. Inspector 010 Date 5/257,r7 APPLICATION FOR BUILDING PERMIT a . CITY OF TUKWILA OF CONTROL NUMBER 85-010 JOB ADDRESS p (a / .) Z (p4i Q 11 C U// Interurban Mamie at S. 133rd Street N/Ay1 None at this time :...,:. °:: ". LEGAL DESCRIPTION DATE OF APPL. April 28, 1986 ATTACHED X3 DESCRIPTION OF USE Speculative B -2 Warehouse Occupancy PROPERTY OWNER Kaiser Gateway Associates ADDRESS 300 Lakeside Avenue Oakland, California 94643 PHONE (415) 271 -3488 ENGINEER /ARCHITECT Mackenzie /Saito &.Associates, P.S. ADDRESS 300 - 120th Avenue NE, Bellevue PHONE 451 -1005 CONTRACTOR SSG Corporation ADDRESS 12535 - 15th Avenue NE, Seattle PHONE 367 -9393 AUTHORIZED AGENT Lynn Takeuchi, Architect LICENSE NO. Washington #4328 (Architectural) VALUE OF WORK % V ii 03) FIRE PROTECTION SYSTEM SPRINKLER Yes DETECTOR USE ZONE M-1 TYPE OF CONST VN ADJUSTED VALUE GRADING CUBIC YARDS Refer tocarade /fi11 drawip for details SIZE OF BUILDING 42,842 SIZE OF UNIT WORK TO BE DONE: Construction of a concrete tilt -up warehouse/ 1ST FL. 42,842 2ND FL. office building per accompanying plans and specifications TOTALS I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA• TION AND KNOW THE SAM T E /�RU AND CORF;CT. ��:f1t`� ' * )'ti') _ CI%l1/T!t/ `% 4?) FEES AMT. DATE REC. NO �'�I* REC. BY P.C. EL &701011 ADJ. SIGNATURE Ly `Takeuchi �I��� Mackenzie /Saito & Associates, P.S. B.P. �^,p� I`7o 1, I i1 DEMO. COMPANY DATE April 28. 1986 PHONE . 451 -1005 PTO f( AL" /� CITY USE ONLY USES SO. FT. OCC. OCC. LOAD TOTALS DEPT. APPROVALS SENT CORR. APPR. PLANNING HEALTH PULBIC WORKS FIRE 11,621111657 SPECIAL CONDITIONS PLAN CHECKED BY DATE APPROVED FOR PERMIT BY DATE AirtnOWAVRWO xabMMAWk,t0;tae,wunaaear CITY OF TUKWILA 'Building Division Boulevard (206) 433 -1849 Type of Inspection Site Address /267/ -/„?‘?? Requestor Ma -e SS Special Instructions INSPECT1?4 RECORD PERMIT # 3 g'Y Date /. 77 Date Wanted / /2` 7 Project .6?.1;,. 9( Phone # Inspection Results /Comments: 0% // i , v // .e9, 1J ,n /o-a?-tee; Inspector 1,.„7 Date /�,2-/9 7 • CITY OF TUKWILA 'Building Division 6200 Southcanter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection � � Q Site Add res s /2g 7/ - /2 ( 9 Requestor 717o441 S Special Instructions INSPECTIO ', RECORD PERMIT # 17/3FV Date /� /c9 /W Date Wanted .,6 4'o 4 Project a4 "40,, jV Phone # • Inspection Results /Comments: &tea", (`de, � e ,p- 1. Al '.441.41r. r:% 4r.a." ` If Inspector ed,7 Date / ;341//k ...416:01.tVinYaktMlitimm4gxim4lwxy.711woraaohy. CITY Of TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 r,,..,.,,.<..onw..,•<,rr.., •r •w....•.<.:• < h,... . <w•,r.a.«w,..,.,..iu,..,.,.r.o «... u:, e'... v.,........, ne»<:,: .n.w.<.u•rarrv.w :.ss >rs:yr.,,.r,A INSPECTIO ;,RECORD l/ PERMIT # 7 3 �% Date /7-3 -4, g'00 Type of Inspection 0V 0_2l/L Date Wanted / / -L' �(p Site Address ( "- evavtl y. J/j, Project , ,/, Requestor Phone # Special Instructions /19(1(,/,/ tAdjaaD — Q,�., Gh • 111 • Inspection Results /Comments:: .4-6/4 .Gyc 6/0_..x ` /, /2,1A. rLP -f' lam^' a G62 Gl4, J2 InspectorGLy1 j a ,% Date % 'FeT�n�' %a1E'^..�.NJfd7G:: ff.soht�u:aiax,ur,._ +... • •CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address INSPECTIO ' 4RECORD PERMIT # , rf•4 :.� y,`';� /`7 3 q5 /Q3q Date 1/;,//„e 7 Date Wanted D t ., Project j e t?'_ -j 0,"‘" •,,, • Requestor Phone # Special Instructions 2 >j? e9,1 0 �' ' GP l Inspection f �v Results/Comments: _ ,,v,� - % � ,AiA,e_cri-A4, .41-f ' %S r Inspector ��1�%t�-r i € Date /l) iiiQ�: �r' f7S? Sll YEin' t�Y-0 Pimbk11e8tP91, 1btS�Xt�11i�R�rvrvrsvciawwuwunw. r�.. w. n.... ,...,..V.,..,.,w...,..�.:.... CITY OF TUKWILA B'uildin9 Division Tukwjl,, Boulevard (206) 433 -1849 Type of Inspection Site Address Requestor G INSPECTIO ,4RECORD PERMIT # 4/3)4/ Date 7/007(,0 i<4 jiA/ty-7 04, Special Instructions Date . Wanted 7 /may Project Phone # a.m. p.m. Inspection Results /Comments: aJ. 5"5" Cr 441d,,ri ,re ee-ru -? !;e --c LY . .GC .2 / / Inspector Date 7/X .,CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 C ...... ». »...........- , »........ .,,.....,...,,. e..... Type of Inspection /-o /Aw - v� Site Address ' c c�c�! Requestor C. INSPECTION RECORD PERMIT #1621,5 /$75, //: Q Date Wanted %/ Date Special Instructions a.m. p.m. Project h//Se - Lf#5 ", /S Phone # Inspection Results /Comments: ,/44 402 4 z , t - [At.tl fld7.d - 4.011P � �� 4-1142,, . ' .-moo ✓ VaAl4.1 Inspector Date iC9'�tti Type of CITY OF TUKWILA Building Division Tukkwwila,,tWashinotonul98188 (206) 433 -1849 Inspection /Jn e f / rJ vv. .x,.uww�waw,nw4..{. .l.nsav4va+rnan INSPECTI RECORD PERMIT # `7/3 S / Date 97//25///g6 Date Wanted 97/8 :10 • a.m p.m. Site Address /„2 7/ ,_,a/ Project Requestor c( 55 Phone # Special Instructions Inspection Results /Comments: 14 ,<.:4, ,xA6 fie, ,�,w,.�► �� (771 p t e9. 101-4,-te ( LC�n t a. of - �� UGf�'.r ,�J t ` _764 ,7;;41) a4vi J1Prr� . }1 F tL' .Cl�tt �l�it a;;1 -•4Gf l" - fCP u % crl�t ,LL�O� /�d�'/'�rZe: ri?, -APP K_�v ?� allet- -Cn �iL�2e dcl ' 716.1 C8? (.l y .I pd1 Date / /f /g CITY OF TUKWILA 'Building Division 6200 Tukwila, ,tWashinvtonul98188 (206) 433 -1849 Type of Inspection d2e7 Site Address Requestor '/ INSPECTI *1 RECORD PERMIT # 7 3 (1s Date 9//4476 Date Wanted j/ /:5///r6 Project k/'/st�' df /c0, Phone # Special Instructions Inspection Results /Comments: 40 Aryl, aviAl Tor-.• 41- yeeidec), Inspector 1K4 *1 Date 9 / /s %e CITY OF TUKWILA Building Division 6200 Southcenter Boule: Tukwila, Washington 98188 (206) 433 -1845 Address r,/i REQUESTED: 2,/0'%i/4 0 t Time Requested INSPECTION R IORD Permit # � �y 0Y �01e---64 yy Type of Ifispection Reque o JV Y7e / / Da enime of Request Special instructions: INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) �"'� fr-e �, / // c / . .rXri Q.Y- / /5) /02 ce,tee / -/t.�t1:� ,C ...J . �-�-e 2eti r aho �ff�2 4�'l %- T.A -�'-� /.� 4 C. CITY OF TUKWILA - BUILDING DEPARTMENT 4y�^°� me-7, Inspector Date ��i� " �I.' �7�i' tY' �' kAet ts�4ve6« crra- hww-. ew... w. e.. e.. �.. �.•... u.. �.«....._.,....... �... �w�...........,.».,........«...«. ..._...._....� .............._.. CITY OF TUKWILA Building Division 6200 Southcenter Boule Tukwila, Washington 98188 +� (206) 433 -1845 0'624 /2 69 1/-- /2 6efq Address INSPECTION Rf CORD Permit # 4/3 / Type of I spection REQUESTED: 0* �� 2 % % J �K ?'/7 , /'i. e /Time Requested D 1.64K e Time of Request Reque or Special instructions: INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) l�� �7 je- ' ez e 6 e ,,?( /0-6v,Lei -,(2,6.74-11 ,evd, 4fre_44,41 2t4.-7-e4 ,A0-6(.1 crn Ai .4"6 CITY OF TUKWILA - BUILDING DEPARTMENT Inspector ,10,4 Date /12i9e Address CITY OF TUKWILA Building Division 6200 Southcenter,Boule Tukwila, Washington 98188 (206) 433 -1845 de! f y7 Jam' REQUESTED: INSPECTION R CORD Permit # .3 yr Type of Inspe ion Date /Time Requested Date /Time of Request Requestor Special instructions: INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) / /9.6 --/ -� 444 C' , S — /, 424r0414i) ,6 4.6116i4.<_ CITY OF TUKWILA - BUILDING DEPARTMENT Inspector Date . 97S/r6 R70'-8i 5ZSC31iiklG� .7it?'Jl'.!RfWMw�vrtrnwra m�a..K..nn..r..�......- ........ �....... • CITY OF TUKWILA Building Division 6200 Southcenter Boule Tukwila, Washington 98188 (206) 433 -1846 to %/ /2Cc ?9 L 26t!A )4 �r Address „tom REQUESTED: Y:30447 teePot ime Requested e/ ime INSPECTION rrzCORD Permit # y3 9c/ )e6=, Type of Inspection of Request Requestor Special instructions: INSPECTION (details of actual inspection): • / REMARKS (results, descrepancies, etc.) es i .'t ., Ju1e,,, '7/ c -¢ r Lb;c..e/toVids1 46L,L,)) fl ern .e.ffee-0 '&1_46 lerfr &An, /e't4rediA ..e0ty4y 6:404./4404, ..feltitt #049/ CITY OF TUKWILA - BUILDING DEPARTMENT 5 reoYA” ,c4.~ Inspector ;4%40/ �G� Date 2//02 ,7vTar? 7^,rf-r- �q �tT—�'';:�w, i».j�Y".^ :•t!",�y i�. "''*+�t4�i4a^ ^ „s,:cu,'3 :,i CITY OF TUKVIILA Central Permit System r4:y.'71' , , �I Gvntrol No. ,5- 010 Permit No. W C LJ FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works IX Fire Dept. ❑ Police El Parks/Recreation r Project Name KR \c Address i h x'11- la6c,c( Type of Permit(s) L) <, D • This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. is NOT approved by this department; the following corrections are necessary: t(r Authorized Signature Date This project is approved by this department: r-- Authorized Signature Date CPS Form 3 LEGAL tnESCRIPTION PARCEL A: All that portion of the Cyrus C. Lewis Donation Claim No. 37, lying in Sections 10 and 15, Township 23 North, Range 4 East W.M., in King County, Washington, described as follows: Beginning at a point on the Northeasterly margin of the Puget Sound Power & Light Company right of way, said point being North 22'20'26" West from the quarter corner between Sections 14 and 15, a distance of 1,722.57 feet based on the North Zone Lambert Grid System for the State of Washington, said point being also the Southwest corner of that certain tract of land conveyed to Frank Menaglia and Vittorie Demarcki, as recorded in Volume 1513 of Deeds, page 13, in King County Recording No. 2693164; thence North 48'13'44" West along said Northeasterly margin 1,770.27 feet to the point of beginning; thence North 41'46'16" East 179.27 feet; thence North 81'30'14" West 45.00 feet; thence South 28'05'42" West 159.11 feet to the true point of beginning. :.t '1'il 1 PARCEL B: A non - exclusive easement for ingress and egress in and across the following described property: A strip of land, 20.0 feet in width as measured at right angles to and lying Southerly of a line described as follows: Beginning at a point on the Northeasterly margin of the Puget Sound Power & Light Co. right -of -way, North 22'20'26" West, from the quarter corner between Sections 14 and 15, a distance of 1,722.57 feet based on the North Zone Lambert Grid System for the State of Washington, said point of beginning being also the S.W. corner of that certain tract of land conveyed to Frank Menaglia and Vittorie Demarcki as recorded in Volume 1513 of Deeds, page 131, records of the Auditor of King County, Washington, under Recording No. 2693164, September 15, 1931; thence North 48'13'44" West along said Northeasterly margin 1,570.27 feet; thence North 41'46'16" East 310.54 feet; thence North 8.29'46" East 20.0 feet to the true point of beginning of the above mentioned description line; thence along said description line, North 81•30'14" West 595.37 feet to the Northeasterly margin of the Puget Sound Power & Light Co. right -of -way; TOGETHER WITH a strip of land 16.0 feet in width extending from the most Westerly corner of the above described easement, Northwesterly along the Northeasterly margin of the Puget Sound Power & Light Co. right -of -way a distance of 190.0 feet, more or less, to a road crossing said right -of -way being known as 42nd Avenue South. EXCEPT any portion which may lie within Parcel A. Situate in the City of Tukwila, County of King, State of Washington. Sy. Ft' 1st FT. 2nd F r. F Tota Bldg P1 an Deno Surc Othe Attie .IOTA on:ing:.. �° SE xistin.g:`rn squired nunmber of otter dated i;'. Approved' plan 'dated Work to be done '7 /X.24.1 Site )%?Pecil ieV94/7:26 lafte.# Tenant ka/6"...12,1 5.00- Building Use 1,00-41-natrat Assessors Account # Property Owner kadaW 662.4419.42, ii.vO/24_) Phone #22D:n222n11._ z p qQ/006/5 Address 6300 Lak.beiiPii, )10_,L14,41 Contractor 0`.;44 0,146,Yn/ietie-K.,"7-fr(71'4`FL-. 'Phone # 3&793Q3 -- Address /5 —' —Av.& / 7-1-)4 Zip FOR BUILDING PERMIT ONLY LAIrAl Sq. Ft. ... Ofrice JeiWIgillii01111110011111 Storage/ arehous Retail WArliiiIINIIIIallil Other Occ. Load 1st Fl. 2nd F . 3rd F . PIIIIIIIPER41111111 IIIIIIMIRMIMUNIIP51111 1111,0111611d111111/11111 ANIIIIIIIIIP311 ,_ III 111611111111 11111 I Total rire Protection:ASprinklers ID Detectors rype of Construction sq. ft. sq. ft. sq. ft. sq. ft. Total Valuation Bldg. Permit Fe Receipt # Plan Check Fe eceipt #/2541 Demolition Receipt # Surcharges Receipt # Other Receipt f----- Other Fees @ , 1st Fl @ 2nd Fl other other of Construction • • s $701,03/ s F6, 00 ,ntigEro $3,261/.50 TOTAL TRACKING ,Receipt # DEPARTMENT:: I DA OUT BUILDING', •40- Int: COMMENTS Structure& In: Out: RECEIVED, F IE am 1.0 iin(WILA FIRE PREVENTION .BUREA J PLANNING r' ID Int: Int: er letter dated: on ng: via et ac s: • 4.:- , ______ Existing num er of Tarking sta Required number of parking stalls 6/ 2 PUBLIC ; v WORKS Int: Per letter dated Approved plan datif OTHER Li-A-8(p Int: RE: PERSON CONTACTED: PERSON CALLING: GATE: INFORMATION ITEMS: TELEP :. ell A/ -'•� ice_ � /L MEMO Kx1_, 1 79MI Ed re /Cee-S -S 44.54e, 474:€_i oK7 bj /r/?i/7s Fo--e. Q L�'1�S Gary VanDusen Mayor City of Tukwila Fire Deportment Building Official City of Tukwila Control #85 -101 Hubert H. Crawley Fire Chief 5, 1986 Re: Gateway Building #4 - 12671 -12699 Interurban Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B :C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1 and UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ".. (UFC 12.114a & 12.114b) City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 Gary VanDusen . City of Tukwila Mayor Fire Departmeme. Fi b rt H.Crawl" 3. If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire extinguishing systems, smoke - removal systems, fire protection and fire separations are required per Uniform Fire Code - Article 81. 4. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) This office is to be contacted to witness flushing of underground piping and 200 psi pressure tests on all sprinkler system piping. (NFPA 13, 1 -10.2) 5. Local UL Central Station Supervision is required per UFC 10.310. 6. Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 7. Fire hydrants are required as detailed in City Ordinance #729. S. Protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #729) 9. Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life - saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.209) 10. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98186 (206) 575 -4404 Hubert H. Crawley Fire Chief 11.. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 12., Fire lane designation required per City Ordinance #1110 and. Uniform Fire Code Section 10.207. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. File slj. City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (208) 824 -8150 July 23, 1986 1 Norm Bray City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Regarding: Plan Review 86 -T-07 (Kaiser Gateway Corporation euildingf`v#M, #5, & #6) Dear Mr. Bray, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code. All our comments have been answered satisfactorily. Please note remarks on Sheets A2 & Al2 dealing with buildings 114 & 115. The word "sprinklered" will need to be added to the second set of drawings you have already received. Please call if you have any questions. Sincerely, MAHAN & DESALVO r • Bridget Smith cc: Ed Breen MacKenzie /Saito Architects 300 -120th Avenue NE Building 113, Suite 233 Bellevue, Washington 98005 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 July 17, 1986 MacKenzie /Saito & Associates 300 -120th Avenue NE Building 3, Suite 233 Bellevue, Washington 98005 Regarding: Plan Review 86 -T -07 (Kaiser Gateway eu3ld {ng�'4� & 5) Dear Mr. Breen, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Some of the drawings have been redmarked by Ali of MacKenzie /Saito. Our comments have been answered satisfactorily for Building 4 & 5 only. Building 6 is still under review. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Norm Bray City of Tukwila RECEIVED CITY OF 1UKWILA Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 July 17, 1986 1 MacKenzie /Saito & Associates 300 -120th Avenue NE Building 3, Suite 233 Bellevue, Washington 98005 Regarding: Plan Review 86 -T -07 (Kaiser Gateway, Build' & 5) Dear Mr. Breen, se OF We have received additional information on the proposed project and have reviewed it with compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, Regulations for Barrier Free and the Washington State Energy Code. Our comments follow: Structural 1. A -4 & A -14 call for 4 - %5 continuous chord tie north and south faces. Panel elevation notes calls for 4 - %6. Detail 20/6 calls for 4 - %6's between Grids 5 -11 and 5 & 12 buildings 4 & 5 respectively. Clarify. 2. Type 1 connector still has inadequate welds. 3. Welds have not been changed to 1/4" as called out in your letter of July 14th. Ordinance 1. No comments Regulations for Barrier Free Facilities 1. Tenants will be response for compliance with Regulations for Barrier Free Facilities when submitting tenant improvement plans prior to occupancy. July 17, 1986 MacKenzie /Saito & Associates Re: 86 -6 -07 Page two Washington State Energy 1. Comments of our July 3rd letter have not been addressed. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith. cc: Norm Bray City of Tukwila CITY OF TUKWILA r. PERMIT NUMBER CENTRAL PERMIT SYSTEM - ROUTING FORM 1Lb-eAit TO: [] BLDG. J PLNG. Q P.W. Asj FIRE Q POLICE 0 P. & R. PROJECT Ko ke { 1#4-(p vLO ADDRESS (k k x2 , DATE TRANSMITTED - 3D -8(a E REQUESTED BY -11.'860 C.P.S. STAFF COORDINATOR Vn6') \Jtc4 I" RES ONSE RECEIVED CONTROL NUMBER ?5-0/0 PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: 0 alWa) ti 944 vac) Gircall 166 C04 G L01 G )J' Q 'Huck, caiaA and u- -s . Q Q Q Q 0 Q /(IG (oa6i, tai s wi(/ Cot- v1�2�rSr� / e{ .S Q �� Q l3 /d5� Q CI 0 0 0 PERCEIVED TION BUREAU /41 ;-e. 41E; R. — e-1:771 ce, D.R.C. REVIEW REQUESTED (J PLAN SUBMITTAL REQUESTED 0 PLAN APPROVED J PLAN CHECK DATE 711 3 COMMENTS PREPARED BY C.P.S. FORM 2 MACKENZIE /SAITO &'Ai..00IATES, P.S. 300 120TH AVENUE NORTHEAST • BUILDING 3, SUITE 233 BELLEVUE, WASHINGTON 98005 • (206) 451 -1005 Date: To: Attention: Project Name: Please find attached: Number of copies: 1 set REMARKS: Copy to: Signed: June 19, 1986 ILETTERT:jF Ir2MSRITTMLL City of Tukwila Project Number 386089 6200 Southcenter Boulevard Tukwila, Washington Becky Kent Kaiser Gateway Phase II _ shop drawings plans _ samples - specifications - copy of letter _ change order — details - calculations NMI I. JUN t9 1986 CITY OF 1 UI7WLA PLANNING DEPT. Description: Prints, Details and Summary of Revision 4 • _ For your use X. For your review X_ For approval _ As requested 011, en(i(ota- Koi d ,6a6 P aut Li/1 k pia,eu t,def4) vem-, 6,e,„,/rbi? Fd Rreen /mvl Mailed _X__ Delivered 6/19 _ To be picked up It enclosures taro not 44 noted, kindly notify us et once, ' Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 6248150 June 11, 1986 L_TT Frank Heffernan MacKenzie /Saito & Associates 300 - 120th Avenue NE Building 3, Suite 233 Bellevue, Washington 98005 I_,1 5 f r JUN ,. ,. 1986 I _ '.. CITY OF 1 UKWILA PLANNING DEPT. Regarding: Plan Review 86 -T -07 (Kaiser Gateway Corporate Center Phase II I,Buil'd inW#4 & 6) Dear Mr. Heffernan, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, and the Washington State Energy Code. Regulations for Barrier Free Facilities will be reviewed when tenant improvements plans are submitted. Our comments follow: Structural 1. Chord reinforcing is called out as grade 60. Specify grade used at welded connection between panels. If grade 60 is used at the connection, provide welding requirements. 2. Call out thickness of panels 7 & 8 building #6. 3. Reinforcing used in legs of storefront panels does not match the calculations. 4. Show location of chord connection between panels on north & south elevations buildings 114 & 1i6. 5. Call out chord steel for the east and west faces of buildings 114 & 116. 6. Type 1 connector shows an inadequate weld. Refer to Table 27 -E -1. Ordinance 1. Comments from our May 21st letter have not been addressed at this time. June,nll, 1986" Re: 86 -T =07 (Kaiser Gateway) Page two Washington State Energy Code 1.. We:have not received.OTTV (overall thermal transfer' value) calculations at this time. Please call if you have any questions. Sincerely, MAHAN & DESALVO . Bridget Smith cc: Norm Bray City of Tukwila ' KAISER` GATEWAY! PHASE II: SUMMARY OF REVISION NO. 4 DATED JUNE 10, 1986 GENERAL: Building No. 5 has become Building No. 6. Building No. 6 has become Building No. 5. All drawings and notes dated June 10, 1986 are current. Buildings areas have been updated as follows: 42,246 S.F. Building No. 5: 45,102 S.F. Building No. 6: 41,010 S.F. Total: 128,358 S.F. SPECIFICATIONS: Section 07200 - Insulation. Page 15, Line 12, 1 -1/2 wide plastic banding or wire at 2' -0" Section 07500 - Membrane Roofing. Roof Membrane: Owens- Corning fiberglass specification 31 NC UL rated Class B system or approved. Section 07600 - Flashing. Omit "prefinished ". Details affected by Revision 4. 11 /SD Note regarding vault size. 13 /SD Bend plate at retaining wall. 16 /C Remove col. line. 23/C Notes regarding reinforcing. 22/C Clarification of framing. 27/C Building 6. 28/C Building 6. 29/C Building 6. 30 /C Building 6. 31 /C Building 6. 32/C Building 6. 33/C Building 6. 34/C Building 6. 35/C Building 6. 36/C Building 6. 37/C Building 6. 38.1/C Field Weld. 39/C Building 4 Footing Detail. 40 /C Soffit at spandrel panel. 1 /RF Adjust building numbers. 3 /RF Adjust building numbers. 5 /RF Clarification of grid location. 9 /RF 2 embedded plates. 18 /RF New beam connection detail. 22 /RF Skewed purlin connection. 23 /RF Beam connection at A, 10. 24 /RF Beam connection at A, 10. 25 /RF Beam connection at A, 10. 26 /RF Beam connection at 14, 15. 5 WP Flashing at top plate. 1 /DW Storefront details. 5 /DW Storefront return. 6 /DW Outside 90° storefront detail. 7 /DW Inside 45° storefront detail. 8 /DW Outside 45° storefront detail. 9/OW Storefront at typical gridline. Panels affected by Revision 4. Building #4 Panels No. 2, 4, 10. Building #5, adjust building numbers, all panels. Panels No. 1, 2, 7. Building #6, adjust building numbers, all panels. Panels No. 1, 2, 9. Drawings affected by Revision 4. T -1 Title Sheet Building numbers change. SD -1 Title Sheet. Area of building change. SD -2 Building numbers change. Sidewalks are 5' -0" wide except where noted. Parking has been adjusted to bring number of compact spaces to 30 %. Truck doors adjacent to dock high doors shall be future as noted. SD -4 Drainage pipe runs clarified as noted. A -1 New 39/C detail keyed. A -2 Future truck doors. Electrical room location. Storefront details keyed. A -3 Simpson SA -36 at 8' -0" o.c. added at gridline 2 and 14. Keynote numbers 12, 13 and 14 clarified to read "sets ". Omit keynote #15. Roof hatch relocated. Top of beam at topplate clarified. Additional notes on roof nailing schedule. Cricket skylights to drain. A -4 Future truck doors located. A -5 Roof slope adjusted. A -6 Columns at grid line 14 eliminated. A -7 Columns at grid line 14 eliminated. A -8 Columns at grid line 14 eliminated. Cricket skylights to drain. New beam sizes at grid line 14. Simpson SA -36 at grid line 2, 14, and 17. New details at A, 10. A -9 Building number. A -10 Building number. Soffit dimension clarification. A -11 Building number. A -12 Building number. Relocate electrical room and future truck doors. A -13 Simpson SA -36 at grid line 2 and 15. Omit keynote #15. Relocate roof hatch. Top of beam at top pl. clarified. Additional note on nailing schedule. Cricket skylights to drain. Building number. A -14 Future truck door locations. Delete panel type 10. Building number. A -15 Soffit dimension clarified. Roof slope clarified. Building number. • i.'ahan &Smith,Inc. CONSULTING ENGINEERS 1411 'Fourth Avenue Blop. Seattle. Washington 98101 (2061 624.815C (206) 624.4488 May 21, 1986 MacKenzie /Saito & Associates 300 120th Avenue NE Building 3, Suite 233 Bellevue, Washington 98005 Regarding: Plan Review 86 -T -07 Kaiser Gatewa Corporate "'& Center Phase I1 Buildings * #6) .' /// Dear Mr. Heffernan, _I WO r��AY ;� � 1986 CITY OF TU,(WILA PLANNING DEPT, We have received plans and calculations for the proposed project and have reviewed them for compliance with Chapters 5 through 33' of the 1982 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow: Structural Buildings 114 & 116 1. Provide signed engineers stamp on drawings, detail book and structural notes. 2. Provide soils report. Call out soil bearing pressure used in the general notes. 3. Show adequacy of panels where they are eccentrically loaded by glu -lams. 4. Provide adequate chord steel in panels and show panel connection details to take chord forces. Designate grades of steel used. 5. Panel elevation "2" in detail book, Section A -A doesn't show same reinforcing. 6. Call out thickness of all tilt up panels. 7. Call out extension of bars that surround openings. 8. Design legs of north elevation panels (building 114) and legs of south elevation panel (building 116) to take combined bending and axial loading. 9. Interior footings are inadequate to take column loads. 10. General notes, specifications and drawings don't match for roof diaphragm material used. 11. Clarify diaphragm nailing on drawing, building 116. 12. General notes call for mezzanine, where is this on the plans? 13. Building 116, designations on elevations do not correspond to panels in detail book. Provide panel 10 elevation. Ordinance Building 114 & 1/6 1. Call out occupancy and type of construction on the drawings. 2. If the building is B2, 4N- sprinklered, there is a violation of Section 505. 3. There appears to be an exiting violation. Refer to Section 3303(a) and (c). 4. Tenants will be responsible for submitting tenant improvement plans, showing compliance with the UBC, prior to occupancy. Regulations for Barrier Free Facilities 1. Tenants will be responsible for submitting tenant improvement plans, showing compliance with regulations for barrier free facilities, prior to occupancy. Washington State Energy Code 1. Provide OTTV (overall thermal transfer value) calculations. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridget Smith cc: Norm Bray City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Mahan &Smith,lnc. MACKENZIE/SAIII . ASSOCIATES, P.S. ARCHITEC1 o - PLANNERS 300 120TH AVENUE NORTHEAST • BUILDING 3, SUITE 233 BELLEVUE, WASHINGTON 98005 • (206) 451 -1005 April 24, 1986 City of Tukwila Building Department 6200 Southcenter Boulevard Tukwila, Washington 98188 Attention: Becky Kent Re: Kaiser Development Corp. Phase II Canopy for Bridging Landscape Area Between Buildings #4 and #5 MSA Job No. 386089 Dear Becky: Per our telephone conversations of the past few days, enclosed please find a sketch (plan view) of the canopy proposal envisioned for our Phase II Kaiser project. Our intent in bridging this area between buildings would be to provide an exterior eating and seating area open on the two sides which are not defined by the walls of Buildings 4 and 5. (If,in the City's analysis, holding the canopy structure away from the walls of Buildings 4 and 5 has a major impact on code /ordinance considerations, this is also a possibility). Should you have any questions on this proposed canopy covering, please contact me at 451 -1005. Thank you for your review.. Frank. Heffernan Project Manager mv1 enclosures 6 Jl— Ih to HUM *5 -1 ( ■ �rI�LTJt - GrrecL fr N1E [41 -nt. &L -A'LIN ovtts vrar.l 4 0 /4 IMP\ OMR I OM I MEM ise A.61.41= Nowa ei2 ;-lOPY 1 -Asr GAG 44.11I-1& Or-ipSfi tUII.DII -J • 0 Printed APR 24 1986 MACKENZIE /SAITO e: ASSOCIATES. P.S. CITY OF TUKWILA Control # CENTRAL PERMIT SYSTEM - INFORMA( 1 TRANSMISSION REQUEST FORM ( rmit /File # PROJECT <q/1,5e.1� 2V. Co- ADDRESS `i3(2..-tweeh STAFF REVIEWER BELOW ARE COMMENTS THAT NEED TO BE TRANSMITTED TO THE APPLICANT /DEVELOPER. Ga it o e..!:) CIS Ve..+- (S C04,514 C71C--e4Q a T C A) use t I le- F-1 An 6: e r t CLA -- �S Q r-v n. KA-e. r ■ro-i-ec,4 1 o 5 1(`� Q v, t ►� e� a 0 D 0 , . 0 0 0 0 0 0 0 0 0 Y z�E 0 El CPS Tech please contact applicant /developer L, I contacted applicant /developer (name) on (date) 0 Please follow -up with me on my concerns by (date) CPS FOLLOW -UP [� Contacted applicant /developer by phone in writing on (date) Distributed copy of letter to file #s: Comments Instructions: Transmit copy of completed form with any correspondence to.staff. person and appropriate files. c 0 O 1/ Ammo \ 1 MEMO I .....mi IN liEvy segos Wren NIE• 1 E GIN r tUI1.170J& 1 o�G-rt LJNJ0. Gr•JopY 1- .,+Nr7 e, f IN UN0SI'• 0 Printed APR 2 4 1986 MACKENZIE /SAITO C ASSOCIATES, P.S. CITY OF TUKWILA .CENTRAL PERMIT SYSTEM - INFORMA PROJECT STAFF REVIEWER TRANSMISSION REQUEST FORM ADDRESS Control # ,•mi t /File # BELOW ARE COMMENTS THAT NEED TO BE TRANSMITTED TO THE APPLICANT /DEVELOPER. 0 o o (-///..?„. of. %..,L, ... A 6e- / fi....., ' ,,,(:/,e,.4,- /96' i , ` ,e:C. CI.4 . 6 ; ' 4;''') ' el) 74' , l- ec` l' ff. r O V11140 1(:// /1/7 A: ' .. /_,107,e:.01;:a/llt'e .. ❑ i2tZ/. A.14 0 , /2'1,14/1y ,4,,...,(.."1,_ Q /7 IA j ;1 A 1 , .; (.1.: ? i ❑ /, Yal. kr[. ✓ � +^ n...w , 4,. a c J . O (.. / O . 4J6/7 i b/j liriltr; (9 • 0 ❑ Ay` . it wo'v .'e,a 4,, 1:1 A, .(1-c(70,/ / Avol/ ;;" El /1/-4K/ ❑ CPS Tech please contact applicant /developer I contacted applicant /developer (] Please follow -up with me on my concerns by (date) (name) on (date) CPS FOLLOW -UP C Contacted applicant /developer by phone in writing on (date) Distributed copy of letter to file #s: Comments Instructions: Transmit copy of completed form with any correspondence to staff person and appropriate files. • Mitigation measures EPIC 258 -85 1. Accomodation of the future potential extension of 45th Ave. S. across the southeasterly 55 -foot portion of the property if and when the extension is included in the City's adopted 6 -year transportation and improvement plan. 2. Signalization and rechannelization on SR 181 in the vicinitylof S. 133rd St. per traffic engineering reports. f /107. 3. Rechannelization on SR 181 to allow the eft and right turns in and out at the secondary access per traffic engineering reports. 4. Construction o e internal acces 10o a d utility corridor to City standards. ' 5. Dedication of a public trail easement along the riverfront dike. 6. Building, utility and street foundations being constructed per requirements of geotechnical and hydrological engineering reports. 7. Utility crossings will accommodate METRO sewer and effluent transfer system and Seattle City Light requirements. 8. Washington State Department of Transportation limited access restrictions being removed. 9. Storm drainage system will discharge into the Duwamish River per applicable State, County and City requirements. 10. Provision of right -of -way for the new access points from the project onto SR 181. 11. Provision of necessary right -of -way in SR 181, if needed, to accommodate signalization and channelization per traffic engineering reports. MACKENZIE /SAI*.I & ASSOCIATES, P.S. ARCHITECTS - PLANNERS 300 120TH AVENUE NORTHEAST • BUILDING 3, SUITE 233 BELLEVUE, WASHINGTON 98005 • (206) 451 -1005 September 4, 1986 City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Attention: Duane Griffin Re: Kaiser Gateway II Building 4, 5, and 6 Job No. 386089 Dear Sir: 178IL6VW/1, . , fSEP •5 198b Cil'Y o K'WILAy PLANNING DEPT. We request approval of the following adjustments to the permitted drawings in your files. 1. Trash enclosures will be moved to a less conspicuous location on the inside of the truck docks. See Drawing SD -2. 2. As per City of Tulwila request truck doors have been removed from 45° angle areas on Building 4 and 5. 3. Please find enclosed details of roof access ladders conforming to W.I.S.H.A. standards. 4. As per Owner's request lapped, non - welded chord reinforcing shall be #5 bars, Grade 60. Welded chord ties at panel connections will be #6 bars of Grade 40. Please see enclosed elevations and calculations demonstrating the adequacy of this reinforcing. Also enclosed please find test reports by Otto Ronenau. Please direct any questions which may arise to Mr. Ali Kia at our office. Tha dward Breen cc: All Kia Lynn Takeuchi mvl gatewsay corporate center phase ii kaiser gateway associates mackenzie saito ssg corporation 7t2•i N 1 o) CO i f G,are.uPlY i i _ 1/1840,8 _ Nos _ _a! BUILDING NUMBER FOUR MINIMUM CLEAR HEIGHT 16'--0" AREA: '42,246 sq,ft. i 1 w cy BUILD ING NUMBER Ave: MINIMUM CLEAR HEIGHT 16' -0" AREA: 45,102 sq.ft. 1 -5 / 1 VICINITY MAP 1-5 \ RA ' 1)\9.5 L :148.55 x7113\30 J 1 ____ olDIpIIIgIIImIniIIIIIip1, 111► Imlllflllivlll1111111ioIl1ioIIllIIIIlillilllui111111llilll ilillllililils!11111111111111111 ill( IIIIIIIIIIIiIIIUII IIilllllllillll,lliilil i IIIIIIIIIIIIIII{ IIIIIIIIIIIHIIIIII,! IIIlIllllll111111111111ll !IIIIIlll111111111111111I j `, BUILDING NUMBER= MINIMUM CLEAR HEIGHT 16. -0" AREA:. 41.,01.0 sq.ft, A \. IM MO! ' I111111111111111111111111IIII N 41°46'16a 505,00 /0176/ f / .27/ uldy S)! -4'1/e 1 i r z co CV i 1 i 1 1 LEGAL DESCRIPTION: • PARCEL A: All that portion of the Cyrus C. Lewis Donation Claim No. 37, lying in Sections 10 and 15, Township 23 Worth, Mange 4 Naet W.:9., in King County, Washington, described as follows: Beginning at a point on the Northeasterly margin of the Puget Sound Power i Light Company right of way, said point being North 22'20'26" West from the quarter corner between Sections 14 and 15, a distance of 1,7a3.57 feet based on the North .Zone Lambert Grid System for the State of Washington, said point being also the Southwest corner of that certain tract of land conveyed to Frank Nenaglia and Vittorio Demarcki, as recorded in Volume 1513 of Deeds, page 13, in King County Recording No. 2693164; thence North 48'13'44" West along said Northeasterly margin 1;770.27 feet to the point of beginning; thence North 41'46'16" East 179.27 feet; thence North 81'30'14" West 45.00 feet; thence South 28'05'42" West 159.11 feet to the true point of beginning. PARCEL B: A non - exclusive easement for ingress and egress in and across t s following described property: A strip of land, 21).0 feet in width as measured at right angles to and lying Southerly of a line described as follows: • Deginrni:rq at a point on the Northeasterly margin of the Puget Sound rower 6 Light Co. right -of -way, North 22'201'26" West, from the quarter corner between Sections 14 and 15, a distance of 1,722.57 feet based on the North Zone LamLert Grid System for the State of Washington, said point of beginning being glee the S.W. corner .t that certain tract of land conveyed to Frank Nenaglia and Vittorio Dee+r_rcki as recorded in Volume 1513 of Deeds, page 121, records of the Auditor of King County, Washington, under Recording No. 2693164, September .`.5, 1931; thence Nort:1 48'13'44" West along said Northeasterly margin 1,570.27 Feet; thence: North 41'46'16" Mast 310.54 feet: thence North 82'46 "-test 20.0 feet to the true point of beginning of the above mentioned description line; thenc..: along ceid description line, North $1'30'14" Neat 595.37 feet to the Northeasterly margin of the Puget Sound Power 6 Light Co. right -ef -way: T' GE':HEP WITH strip of land 16.0 feet in width extending from the most Westerly corner of the above described easement, Northwesterly along the Northeasterly margin of the Puget Sound Power i Light Co. right -of -way a distance of 190.0 feet, more or less, to a road crossing said right -of -way being known as 42nd Avenue South. EXCEPT any portion which may lie within Parcel A. Situate in the City of Tukwila, County of King, State of Washington. LEGEND 11111111111111111111111111111118111111111 AREA OF CONSTRUCTION PHASE TWO EXISTING BU I L D I N G • BUILDING PHASE TWO —CENTERLINE ---- — CENTER LINE OF ROADWAY -- UTILITY EASEMENT 10' -0" PLAT DIVISION LINE CITY Of TUKWILA APPROVED UL 2 91986 rl� BUILD NG DIV SION —PROPERTY PROPERTY LINE REVISIONS £c . 5.21, A\ 6'10436 RAD : 119,5 LS: 90 °00'00" L: 187.71 Iji11�1lili� ill ,1111111111 +1 111111111111 11111111111114 111I111111111G 1111,J111111111 G 1 2 I ( No.18 8;e7:7^.=-7..- —T- 9T I 11 II t'i 1i 111 I:I i 11 11I .1► 111 11 II I I• illi iif 6 ill { II I 8 I I III II i I L II IIIIII(I 9 it II 5 IIIII1IIIt IIIIIIII [III . II w111i 1 1111111� {1{ A PLAN NORTH LIMIT OF PHASE 11 DEVELOPMENT SCALE 1 ": 30 IHESE ORAWiNGS ARE THE PROPERTY OF VACKEN2IE•SAITO 8 ASSOCIATES. PC /M. SA) AND ARE NOT 10 OE USED OR REPRO. pMConOWRITTENN PERMISSION OF MSA THE argossolw SHEET SD1 z j • F \ • \ 1 \ \ BUILDING +4 U7 1 f 49.5 13\ 30 11 lit s -d -C =� 1 PGq�p`lo�Jl 1 I 1 1 1 (-2& G -' -' 180' -01 4— t- N 41 °48`118" . _ mss. 00 RAD.: 119.5 A: 90000'00" L; 487.71 2 PLAN NORTH AREA OF WORK KEY PLAN 002 PHASE 2 SITE DATA BUILDING 4 AREA BUILDING 5 AREA BUILDING 6 AREA TOTAL PARKING STANDARD COMPACT HANDICAP % SPACES COMPACT SITE COVERAGE LANDSCAPE AREA KEYNOTES 42,246 S.F. 46,102 41.010 S.F. 297 OPACES PACES AstitimiltOMINMIllot 91 SPACES A 8 SPACES V 30S 38% 1. CENTERLINE OF DRIVE 2 EXTRUDED CONC. CURB PER DETAIL 3. PAINTED STRIPING 4. TRASH ENCLOSURE 5. 5' -O" CONC. SIDEWALK 6. HANDICAP PARKING STALL 7. DRIVEWAY CURB CUT - SEE DETAIL 2" ASPHALT PAVING LIMIT 8. 9. 3" ASPHALT PAVING......... 10 . NO PARKING FIRE LANE. LEGEND 6 KEYNOTE SHORT PLAT DIVISION LINE UTILITY EASEMENT 10` -0" IIMINws.1 ■111 r -ismaing BUILDING FOOTPRINT ® DOCK HIGH DOOR n DRIVE-IN DOOR 81111111111111111 EXISTING BUILDING ks rj,l•(•ut . `'ri*ucK w I1(C W( &-PW 111C4 prmi ooy • 10 I • RECEIVED CITY OF TUKWILA 2 9 1986 BUILDING DEPT, PHASE 2 SITE LAYOUT PLAN SCALE 1 30`-Ug IMP . 25 50 100 200 Printed JUL 2 9 1986 MAC pC ASSOCIATES, P.S. & ASS DATE:' �11901 DRAWN BY TG /EB/VZ /FH CHECKED BY: LT FN f 1111 11111111111 ;1111i11i1ili2 �i 1i1i111ili1ilr1 li1:Ii i =iii 4 i i1ili1ili5 IIIIi II1 No. t8 �.,.f.... .. SF'' 6 tai f'II II i 8 L 9 3 i ' E s Z W)I �11111111111111111.11111111111 447,4. 1 \ 1 \ — SAN. SEWER. LA E. 8.83 J I.�. IZ" STUB @ 0.2°7o SA-m. 5EWaR LAT, I.E, t. 6," @ 2.. O °7o fr,)C1571N(� C. f \ A I Oi 3= \ I.E. APPRDX. I.• O c 01e. 14)e2% 1 / 1 1 1. •▪ 148.55 13k30 ■ 11 21M 14.78 1, E. 11,51 a - l4lu$a11lal111111 UUIIlI. IeUIIIIuIIIIIIiIIIIellaeemoIuII IIIu osioIaaaaao IM 4,51 1L. 1.00 i ST 4:01-0" otr 12- 47 aaa .aiQII SION VINO R I..4811.saalrl*.uedl.I.ISaMISS01 I. o - 4\ ekIST, 81 171 ra. [..wt.. • ,IQ 2� 1.1 TYP \ % G,o, / GI� 2% - e, sa MO 6111e•MI MIMI BEIM NM= — ■ OM Min =WM MUM --- Mope al,aa - — . e11911ow' 11111•11101 WENN Min= — KIM 14.1C? 11422 14,c8 --J 1 5110,73 ,. _ \, •SageeUeaaallaBISIUI. 0811IIIpap.wORESISal11I.IOSOOO Ya MOMOIII /. RIM 14,43 I,., o1.rr ; 6'11 1 1 1 / 1o1%2i1/ +637‘."!% • 4_ 1 1 1 I L N 41 °46`;16" , 51 .90 A 11 I I I I I II I I Il11 IIII1IIIIIIIII 2 • RAD, :119.5 Q: 90 °00`00" L: 187.71 • 1111111111111 111IIIII111I14l 111I1I 111115 111111111111114 Tie ?9 e7r7S77 1 ((IIIIIiIIIIIIIIIIilll� IIIIIIIII IlIIIIlII 1lIIIIIIIillll i ,IIIIIIIIIIill�llll IIIIIiIII I li I rlT I 11111 !III t 111111111111III 1111lllll 111ll1;11 VIII I II PLAN NORTH a 0 W a an U .,1111 rn> C •r Q) er X 0) S.. L 4°..4° } • t.0 M � \ \ — • — d 0) IA y MMEMEMMEWO T mirwommmom KEY PLAN_ _ . LEGEND 1 L AREA OF WORK NO SCAE 7"iuIIIIeuusl STM IpepellpeeeeIP vrninnnnriumvinrrninurn III MOM es Ss MI _:MIIIM 11r11•1 I4a w11,s w DW ■ fea ea rw er. a I.i.•Iara04 FW sommemmismo E em.ueeerr•• emeassimoee G ea■...+r..aas+ 11e.aa.�sllr F trt�...aRw B TIMITIMINIENENITIN 4" 0 () Existing 0 Existing Storm Sewer Line (Call Out Size) 141.11P t)145.. t LINE Sanitary Sewer Line (Call Out Size) Water Line (Call Out Size) II Sprinkler Main ( li Size) Electrical Line Gas Line Fire Line (Call Out Size) Telephone Line Building Interconnects (Communications) Call Out Size © New New 0 D.S. Q F.D. F.D.C. I.E. (IN) 100.0 I.E. (OUT) 95.0 100.0 100.0 • 100.0 T/ Curb 1100.0 Rim Pipe Sleeve Manhole MVO. Catch Basin re-; 15 5p Y4UL1 I I V 7 Cleanout Downspout Fire Department Connection ids r`'- 1�/ P�RGY?G� I�UaC,. 4 Floor Drain • Invert Elevations New Spot Grade Existing Grade Spot Elevation at T. Curb (Existing) Rim Elevation New SITE UTILITIES PLAN• 0 . 25 50 • CITY OF TUKWILA APPROVED JUL 2 91986 eg Bi)ILD N DI t 1 N CO SCALE 1 : ariminnomminalmemminamina 100 200 DATE: tr DRAWN BY TG /ES /VZ /F 1 REVISIONS rPIESE DRAWINGS ARE THE f!∎O ERTY Of WACxE147;E,SAITO • A11StX�A �'!�C. N' SA) AND AIIE NOT TO 4E UOEO MAN RIO 1W�MT� PERMISSION Oi W$* TTaE SHEET ••• • gg! NZa Y • UQ cto f KEYNOTES 0-1 ENOT - WIDTH DEPTH REINFORCING (L) REINFORCING (W) REMARKS 4) * . _ -Ioil IY'�1?Y -9L-I LJi�i focyT'IIi4 N1ata K oT I ‘..) 'ter. 61.50 01.-# ( 6 ) 4P 5 x 4I 1. EDGE OF SLAB 2. CENTERLlift: OF FOOTING. 3. CONS1n°'C;TION JOINT e t 2& -d' D.G. �s. CONTROL JOINTS e t 2d--d 0.c_, 5. 4" CONCRETE SLAB REINFORCED WITH 6x6x2.9x2.9 W.W.M. 6. FILLER STRIP AT BUILDING PERIMETER. W /W.W.M. CONT. THROUGH JOINT (12' MIN. LAP). 7. THICKENED SLAB EDGE POUR. 8. CONCRETE RETAINING WALL. 9. SANITARY SEWER LINE 4" DIAMETER CAST IRON. ^f; VIN BY: . TG/EB/VZ1PJ t . 'IIIIIilrlllll ,I' III' I' IIIIZ' ll` ilil3llil' 114II1 'IIIII�III'Sl'`�,IIIiIIIlIf6J No.18 ••• 241 -7" ,c,51 • 'c'tt oes 0 0 ---+;u Op cd_uMIJ T r, 0 0 0 ro) ;24.89 • S.F. 2950 2950 3146 3196 3196 3196 3196 3196 3196 3146 2950 244349. 0 0 0 0 0 • -0' L LEGEND - gir21.114 GvIJL< PAL A. rrP BUILDING #q. FLOOR PLAN 42,246 S.F. 1e.. 1 ! 1 50 • ';r Q '�t1 S)' . . <J 4 KEYNOTES 1. CENTERLINE OF COLUMN. 2. EDGE OF SLAB. 3. LINE OF PANEL ABOVE. 4. DOWNSPOUT 4" x 6 ". 5. 3° x 7° DOOR. 6. ELECTRICAL ROOM. VRIF SI2'/!--. 7. 9° x 10° OVERHEAD DOOR (TYP. AT DOCK HIGH DOORS). 8. 10° x 12° OVERHEAD DOOR (TYP. AT DRIVE -IN DOORS). 9. 4" CONCRETE SLAB REINFORCED WITH 'QM 2.9X2.9 W.W.M. 10. 51 pI� M LTG R STA f4Ua.r2p 1;113. C-OL.0 MrJ 11. TRASH DUMPSTER LOCATION. 12. CENTERLINE OF PANEL JOINT. 13. TYPICAL L1114041.1 HOU -101-1 PA SG -II•6 31 -4 4. Tv 4 14. CONCRETE RETAINING WALL. 15. IDx Levi TELEPHONE EQUIPMENT ROOM. GENERAL NOTES 1. BUILDING TO BE GROUP B DIVISION 2 OCCUPANCY 2. CONSTRUCTION TO BE TYPE III -N 3. EXIT DOORS FOR OFFICE AREA TO BE LOCATED IN CQMPLIArCE WITH CODE REQUIREMENTS DURING TENANT IMPROVEMENT PHASE OF CONSTRUCTION 4. TENANTS WILL BE RESPONSIBLE FOR SUBMITTING TENANT IMPROVEMENT PLANS SHOWING COMPLIANCE WITH THE U.B.C. AND REGULATIONS FOR BARRIER FREE FACILITIES PRIOR TO OCCUPANCY. 5. TENANTS SHALL PROVIDE OTTV PRIOR TO OCCUPANCY. 11. 4/- CO // k5 G .e/e, CITY OF TUKWILA APPROVED JUL 291986 As NOTED BUILD 1I IiI1 �I��Ii �I�I�ITI I1I� I�IT11114111 I ll lll III I�I III IIIIIII N0.18 e,...•.<.7 f i lll(10 I1l. il�llE ll i il ll�lll? lllll1 I II II illl 8111111111 IL II I1IIII 9 I Iililf l 5 II I IlIl Il I 11 111C 4 7, IIW) 1 II IIIIIII /64-6-a' T, 24-7” 15t1. otr 311 n To 11M, 19' -5" 1Yl", e G Q fecule _l9 0- z n1 a \V 0 5 "4 rIPe. c t.ut44 1 0 TYP 'or 0E- L Pc:le - �..gyill To1=—N �..� -42_1 l /. -r;o. �e I11c1I1 111 f dLar� 1= -o -' iamor/m'i" BUILDING #4 ROOF FRAMING PLAN -5f0 0 ReLiIo1\l kkr; s uers: ;'L1 � a CII dfc..i FZoM 1'0t - •-rd 10,-0 ` GI Lf3 i 1/16 ": R 4.'14 ifl 3q4 ROOD N�� INS SCHEDULE @ 114T le1012 FiZoNal I N Ca M I b . / sue . ilz reitIta7s, ID1� T � USA e C d r LY G;, e IorbevR M M � , .. . e 21.64: -I gtk eA ri I LEI I[71.i IIL z e i3 °4.. 6. PAO e L f tXi es , 6=1 6 ,211 sTAA C &0 e, Pt.12.1HertK .e7F-1 I� KEYNOTES 1. BUILT UP ROOFING. 2. 1/2" ORIENTED STRAND BOARD AS MANUFACTURED BY PELICAN SPRUCE MILLS. (STRONG AXIS ORIENTATION OF BD. IN 4' DIRECTION) . 3. 2 x 4 DOUGLAS FIR #1 SUBPURLINS AT 2°- 0 " :ON.CENTER WITH F24N HANGERS. 4. SKEWED PURLIN HANGER. 5. 4 x 16 DODUGLAS FIR #1 DENSE PURLINS AT 8' -0.' ON CENTER WITH HB416 END (UNLESS NOTED OTHERWISE). 6. SCUPPER AND DOWNSPOUT LOCATIONS. 7. ELECTRICAL ROOM ROOF HATCH LOCATION. 8. SIMPSON HC7 -7 HINGE CONNECTION. 9. NOT USED 10. 4 x 16 DOUGLAS FIR #1 W/ HB416 HANGERS EA. END 11. DRAG STRUT PURLIN LINE. 12. (2) SIMPSON HD12f i5 13. (2) SIMPSON HD9. 1" 14. (1i SIMPSON NO 16. 2 x 4 BLOCKING AT 8' -0" ON CENTER (TYPCIAL). 17. BEGIN PURLIN SPACING 8' -Q" ON CENTER FROM THIS WALL. 18. 4° x 8' SMOKE VENTS - 1$ TOTAL 19. LINE OF WINDOW WALL SYSTEM BELOW. 26.. SIMPSON SA *SS A #` 8r,,Sw O.G•At GRIDbINES 2 AND 14 410 SF (TYP, ) HANGERS EACH LEGEND • 4 • CITY OF TUKWILA APPROVED JUL 2 9 1986 AS NUM "dir 1 4 oft, z<4 b,., fi, >az ui 11.4 S *at 40 Cr ill 0 0 U :•::Flo p ; "rya i °t LHyI'� O f O tr > i4a,e , 0 '} ; tliVAI tt N4 t /i f Yi 'iD11Ma.,w •.24 DAIFE'i DRAWN BY- , TWEBIVZ /FH CHECKED BY: LT FH,. REVISIONS: LD.1. i' . 5.1. „ -- L.4\G0\./ ay 10.86) %s r.,,Et,1 1,14I,8f+ 1 niE °� w�r; t .. M� RAM , . SHEET • 1 •' yk .. lia6 lIIIIIIIjIIIIIII !IIIIIIIIIIII II 11 2 91 ITI CI lili 1iii IlIII1111 I 1 1 IIIIl11IiIiiII IIIIIII II I III IIIII III I 3I I i T 111IIIIII IS1111111 IIIIIIIII�IIIIliiii III 11 1.11 IIIIIII 1 11 6J III IIIIII� 5; No.t9 M...- E i I! IIIIIIIIIIIII!I111 IlilllllIl I ! uiiGm1uuliui1uu - ' " . ti H 111 .- - 1"1 - F;-t NORTU ELEVATnN r.L'L.. r --1 1/ 16 ":1'- 0 �l J –L 1.11.11andeii: t -J -1-1 1_ - - ..4 0 6 .00 eexr T� rE. ►Je.4- c kle e6L. RTES) 1� 1 11 NM r-1 - -' •- - --• �,_ `? 11101011 LIVEra Ft- gH sill t. _I_ L., 1 1 L_.1 •— -I 1 Furu2G 1 4IN —I —I- –r --"� -. w IO 13 H —- SOUTH ELEVATION 111 6". 6 4- - - -1 r - -1 i J 1'21 1'°l PH, EAST ELEVATION, iirr 1G - Re-' 38,2/:_ n \,$T ELEVATION 1/16":1'-6114; t<!p 164VIEMcse...."\\ C " = I--- -b G r -- L. 10 o�} i l i,i1 il ,l ili 1 l lIlI .. 111 1 111 i 111ilil ilili3 1il1�1L 1 1 11il9 ili till ili T l►l ig 11 111 111 11 111 1) 6 IIIIIi�II Z w3I S II i I t 11 i lll11111 IS IIIIIIII III I I I I.1 I iII il�lllll II �1 KEYNOTES 1. CONCREW PANELS- PAINTED. 2. •-• • — 8313AI4) 3. ALUMINUM WINDOW SYSTEM W /INSULATED GLASS. 4. REVEAL IN CONCRETE, 3/4" (SEE DETAILS THIS SHEET). 5. SCUPPER AND DOWNSPOUT, PAINT TO MATCH BUILDING OR. 6. 10° x 12° OVERHEAD DOOR, PAINTED TO MATCH BUILQING COLOR. 7. 9° x 10° OVERHEAD DOOR, PAINTED TO MATCH BUILDING COLOR. 8. HOLLOW METAL PERSONNEL DOOR, PAINTED TO MATCH BUILDING COLOR. 9. DOCK BUMPERS. 10. STEEL CORNER GUARD, PAINT TO MATCH BUILDING COLOR. 11. SHEET METAL FLASHING /GRAVEL STOP. 12. ROOF LINE, 43. FUTURE TRUCK DOOR GENERAL NOTES LEGEND 0-1 te-e-Yt-lart GfiLID L IIJe., �NE� T';��• 044 1-14140 I% • ) O _ ; Z cc 0 U.i 1 1 . c Z W ..�.: Z 1- ZL) a°cl zw LI.J LL z� 0 co < ES 4tc EvEl 3 (i) 4:c Es )•-• w 41-ti cc i2c9 �o BUILDING #.4 ELEVATION CITY OF TUKWILA • APPROVED JUL2 91986 1$ 4 MAD BUILD . IViSb DATE: ' MAY ttisee DRAWN BY: TG /EB /VZ /FH CHECKED BY: LT FH REVISIONS: Tuck poccc, THESE DRAWINGS ARE THE PROPERTY OF MACKENZIEISAITO i As$OC /ATES. P.C. ((MI SA) ANO ARE NOT TO BE USED OR REPRO- DUCED WRI� PERM SS$ON O'S M SA THE PRIOR SHEET • • • L _ i L _ 4 E. _ 1 BUILDING LATITUDINAL SECTION 4,-69 6,4"Ni f i l-►t -oot62 Tor SCALE 1/16w : 1' -0" ELJIL,T -Ur r.exy-,1--ice tu 2 Ai 0 11111116.. P J PG'R BIZ i r1;44 ;trirL46 ,-J ror i z eC p C,01,-)C T IL.T-U �1Au- rA4.a> L. y • W / 3' T/4,, yJ N it-Ufx, �I U.G. F !7 411 CVOLP � 2 F,SP -I rp� fz 1,4/6 K2. IK211 �. L-4.lM. IVOf • 15U -1 1.. s 4' cr,U) 1- �GN6DUV6 rr, '; Zafr). r dH WALL SECTION AT DOCK DOOR SCALE 3/8' : 1'--0 3q4 BUILDING LONGITUDINAL SECTION 4, "- cors-111- ia236, TAP ft-- } IL-T• ur reviPiIJe- evUPNPUf. -tNJ 24.4 f .iu'J&- rim*-}. fit= r{ r'I}NG' ?i,., .tom re. „ h17.1Y'7 it I I'11Ii r� l r 6,„t.0 - ..A{''1 F3 , t"I G r-�- - r,' /2' ma-u ' 4,01,14 ro,a7a I P AL, �C'� PG'T� �t.� -� fir✓ I✓ L - VA-11O`7. z, P- ,a,Rv1of2. , ';- -rP,ca„ t.1 p-L.A.- a•' 4-1Ci*P 5t9f.6 4' Rei Jr' w e-,Lah w1' 6x10, 2.1x2.°1 l,J. l.J. M rll )JIMUM 21 o L_ rx'1 RJ6- r `(c�r1v ` GL SIZE; .A+-}D rkESIN1ft2est.,06- v rcx-,rI I.JIf ‘96 r %I✓ %^.1( eidt WALL SECTION AT DRIVE -IN DOOR SCALE 3/8r : SCALE 1/16' : 1' -0° 111111/1 1ll1 1 1I1 }111112 }1}III}1111I1 31111111 111111111I11111I111g1I T 11111}11 14 J No,18 �i e"7:-77.1-7.- 1 g ,l` u Wi ��} I Ij Iilliiii il!III Illt�lllllllll�IIII Itlll I III ;:Mi £ III lli ! IIIIII1111111 I IIIIS IIIIII T i S 11.11111111 IIII�BII • KEYNOTES 2. 3. 4. 5. 6. 7. 8. 9. -U. GLU -LAM BEAM. REFER TO FRAMING PLAN FOR BEAM SIZE. 4" x 16" DF #1 PURLIN 8' -0" O.C. 2" x 4" DF 11 SUB - PURLIN 2' -0" O.C. CLASS "B" BUILT -UP ROOFING. 4 PLY\ MINERAL CAP. 1/2" ORIENtEO STRAND BOARD ROOF SH4THING. 8" DIA. STANDARD STEEL PIPE COLUMN. 4" CONCRETE SLAB REINFORCED W/6x6x2.9x2.9 W.W.M. , 6" FREE DRAINING GRANULAR FILL. CONCRETE TILT -UP PANEL 51/2'' 5' -0" CONCRETE FILLER STRIP. 11. 4' x 8' SKYLIGHT FIELD VERIFY LOCATION. 12. CONSTRUCTION JOINT. 13. CONCRETE FOOTING. REFER TO FOOTING SCHEDULE FOR FOOTING SIZE. 14. W'NDOW WALL. 15. 'URNED DOWN SLAB EDGE. ror- ' I ZEei �Jt ›PL L-10 2 -4 1✓Rat'II � &L-U- •r1 18T-Aril M.,464.1 row 4,IZ5. r i /�,� TI ` Y� i ld ice► 1i. ;•JAI• raft. 7eTaL , h ail G,./a7i" ' r1� I- • �.9 .4,rty.+ -IMF ►.JiUrPOkJ c'iIII∎1Ul"aGTUK fE 4 ;2's'►Jro,' e-17 C1-1: W / 6x62 /2-9)(29 ---- y0 WALL SECTION AT ENTRY Mr19,) e EL:e7, SCALE 3/8W : i • 0 w w 1- • CITY OF TUKWII.A APPROVED JUL 294186 NOIED DATE: MAY 1,1 DRAWN BY: TG /EB /VZ /FH CHECKED BY: LTFH REVISIONS 1 pay, •a,,igG, 6 37'1y'8, THESE OnAvANOS ARE THE PROPERTY OF MACKENZIEf3AITO ♦ ASSOCIATES. P C _ oU) CAEND D I N ANY NUMBR E ESECO T OWRH H ROR WRITTEN PERMISSION OF MESA rS i dana • NOTES 1. Finish subgradc to be 6 inches below final finish grade. Verify with Owner's representative. 2. Scarify to a depth of 3 inches and remove all roots, rocks, debris and vegetative matter larger than 3 inches in any dimension. Obtain approval from Owner's representative of scarified subgrade prior to topsoil place- ment. 3. Provide 6 -inch depth topsoil in groundcover /shrub planting areas. Finish grade shall be top of walks and curbs. Sete specifications. 4. The plants as located on the plans are schematic and may be adjusted to actual field conditions. The Contractor shall not install any plant as shown on plans when, through field inspection or installation, a conflict with existing elements is apparent. 5. All utilities and structures (above or underground) locations as shown are approximate; verify prior to excavation. See specifications. OCV \ti $ e details in specificatidns for deciduous tree, evergreen tree, shrub and groundcover planting. See •ecification -s-Lor planting procedures. 8. Mulch - shru• • oundcove! p.lanting areas with 2 -inch depth Steerco mulch. BALLET) AND BURLAP PLANT 4610,1 af01011I1Wilik/l! 11flro• d o6"~ PLACE FERTILIZER TABLETS 3 " -6" FROM OUTER EDGE OF ROOTBALL. ONE 4 GRAM TABLET PER 12" OF SHRUB HEIGHT FINISH GRADE CONTAINER PL aP —. - ..— 4141 ____.__ TEMPORARY WATER BASIN. 5" BERM FOR FIRST. 34ONTHS AFTER INSTALLATION r MULCH LAYER AFTER SETTLEMENT (MULCH TYPE PER SPECS.) 1'- FINISH GRADE BACKFILL w /APPROVED TOPSOIL (SEE SPEC.) SCARIFY SIDES OF HOLES BACKFILL, COMPACTTO 85% RELATIVE DENSITY. (MIX PER SPEC.) CONTAINER PLANTS, SCORE ROOT BALL Y," DEEP . TEMPORARY WATER BASIN.3a" BERM / FOR 3 MONTHS AFTER INSTALLATION ILIU11i11 11111111!1N11U /1 /r• •'11H 18'"i:181_17t 1 ►1�181<1fD ANT �llll o' '. . , • dl �.� 2" MULCH LAYER AFTER SETTLEMENT (MULCH TYPE PER SPECS.) SCARIFY SIDES OF HOLES BACKFILL, COMPACT TO 85% RELATIVE DENSITY (MIX PER SPEC.) Shrub Planting Detail N. 1 RA 1f.,%.5 L :148.55 v71 13\30 T co Z ■ I 1 Building #6 !—Woe' Ni%G,I ij ON kc i111l6'._ . + ¶M-411 M Ws-1.C) 1'41 ly t�l�h l vL4'L!N!� nLa►•, b4-40 co 0 N I R�. :1 �,.r!�!�AII�iI►r_"�irliMll.. �1,,�.Jr_ � IN% 1. • ■ r�'w w a .Iri w ty" taw r► rr � ■S `�11: +rwr�rvC �r�i 4410."v0rM10041 " 4141 !_•y 1tIM1011 14 \. SCa/ 54y / / 1 / i r 20 1 N 41 °45`16" 505.00 .• 41.1.1. t RAD.: 119.54: 90 °00`00" L: 187.71 STATE OF VVAS1'!NGTON P. GISTERCD SCAP Ai • RAN CERTTIFI GLAIR A NO 233 L9G II�I'IIIIII!IIII I�IIIIIIIIIIiII I�I�I,III�IIIII Illllllll'Il►Il Ilillllll�llfll 1111111111111 14 ll I 2 3I 4 5 Noe e.:..• ..-.. aT 6L ET I IT I 6 S IL 9 9 F E ,a Z wri i 1I�I !IIIIii1iiiili`liiiiii�iiii� PLAN NORTH PLANT LIST WINDOW GLAZING • GRADE FLUSH W /TOP OF CONC SLAB. CONC. Sin c.) PLAN VIEW LINE HEADERBOARD WITH OUTSIDE EDGE1OF CONC. WALL PANEL ABOVE. 3' -O" 3" DEPTH SAP WASHED ROUND RIVER ROCK. UNIFORN COLOR AND TEXTURE. 4x6 HEADERBOARD TREATED WITH AC2A CHEMONITE WOOD PRESSURE TREATMENT APPL1 CAT ION .(gt npQ•r040 tAval,•) Headerboard Detail (2) 2x2 WOODSTAKES 1112 GALV, WIRE DOUBLE: STRAND TWISTED Y," GARDENHOSE TREE TIES 2x2 WOODSTAKES 2 PER TREE EQUALLY SPACED \11.-- TEMPORARY WATER BASIN, 4" BEAM FOR 3 MONTHS AFTER INSTALLATION, 2" MULCH LAYER AFTER SETTLEMENT (MULCH TYPE PER SPECS.) STRIP BURLAP & TIES BACK I3 FROM BALL CROWN e tie PLANTING BED AREA OR SODDED LA I L 14 5r44L6 llosi:Teo W /Acze. cmemoNI"T?- v.tcov, pK ssuR1< r aI- irJir •sert.ICnARON. (_ 0. appaoveo P•a JAL . ) 7tza IE •WrAV IS MINIMUM bf of 11." '►' b FD4'--,A1:-u•1G. elzctrIV. ( -- WIND DIRECTION, TREE WRAP UP TO BRANCH STRUCTURE I 3' -0" 1 MIN. 6" 1.111011 ■t1N1It Ullllltlt° •I tt r. BACKFILL, COMPACT TO 85% RELATIVE DENSITY (MIX PER SPEC.) +h^ EXISTING SUBGRADE UNDISTURBED OR COMPACTED TO 90% RELATIVE DENSITY PLACE FERTILIZER TABLETS 3 " -6" FROM. -'" OUTER. EDGE OF ROOTBALL. ONE 21- GRAM TABLET PER W' OF CALIPER. Deciduous Tree Planting Detail +)y1 33111 AO 114 Sa11£1Z F1N:SH GRADE SET TREE 2" ABOVE - FINISHED GRADE SCARIFY SIDES OF HOLE DRIVE STAKES MINIMUM 12" INTO BEARING GROUND` EXCAVATE TREE PIT WITH VERTICAL SIDES MIN. 12" WIDER THAN DIAMETER OF ROOTBALL tirt4. o FASTEN STAKES AT APPROXIMATELY HALF HEIGHT OF le TREE WITH 120 GAUGE GALVANIZED WIRE AND NEW RUBBER GARDEN HOSE TEMPORARY WATER BASIN. FORM 6" SAUCER FOR 'WATERING FOR 3 MONTHS AFTER INSTALLATION, uan. Symbol TWO 2" ,x .2"x 10" _DOUGLAS FIR STAKE -- SECURE MINIMUM OF 12 INCHES INTO BEARING GROUND 0 700 •r1r•�Pl•dih•w4`YN.AfrN /1V l'� III WI STRIP BURLAP & TIES BACK 1/3 FROM BALL CROWN EXCAVATE TREE PIT WITH VERTICAL SIDES MIN. 17. WIDER THAN DIAMETER OF ROOTBALL , 2" MULCH LAYER AFTER SETTLEMENT (MULCH TYPE PER SPECS.) FINISH GRADE BACKFILL ,COMPACTED TO 85% RELATIVE DENSITY (MIX PER SPEC.) EXISTING SUBGRADE, UNDISTURBED OR COMPACTED TO 90% RELATIVE DENSITY • SCARIFY SIDES OF HOLES o MINIMUM 12 INCHES PREPARED TOPSOIL 0 ConiferoUs Tree Planting Detail Botanical Name Larke Evergreen Trees 20 CV 1 Pinus contorta Deciduous Street Trees 24 5T 1 Shrubs Acer rubrum 5 1 Calluna vulgaris " mediterranean white" • S 2 Calluna vulgaris "tib" • 5 3 Calluna ulgaris "vivelli' 73 5 4 Laurustinus viburnum 192 5 5 Prunus Iaurocerasus "Otto luyken" 92 5 6 Rhododendron unique 201 5 7 Rhododedron 'i "blue biotee - P3M" r Groundcovcr • • G I I3earberry cotoneaster G 2 Sodded lawn Common Name Shore pine Red maple Heather mediterranean white Heather tib Heather vivelli Viburnum tinus • Otto luyken laurel Unique rhododendron Blue /violet - P3M rhododendron Cotoneaster dammeri Size 6'- 3' ht. 215" cal. 1 gal. 1 gal. 1 gal. 13" - 20" ht. 20" - 24" ht. 24" - 26" ht. 24" - 26" ht. 1 gal. *Contractor shall determine plant material quantities; landscape architect to verify quantities Note: on center with triangular spacing PHASE 2 PLANTING PLAN 0 25 50 • Condition 4 13 & 13, lull branching B&B 24" O.C.A. 24" O.Q.A. 24"40.C.A. 4' O.C. /cc ntalner 4' O.C. /container & 8, budded 3' O.C. /B & B, budded 36" O.C.A. • • Z (9 CCw O O w 1- z co w wQ U w0 206 • 0 a Z w cc • Ww w 0 ~� oo cc W�Q� 1— <C) r- cv 2 J�� wco SCALE 100 200 LANDSCAPE PLANS PREPARED BY WILSEY AND HAM (205)454'3250 : 30r_0" KAISER DEVELOPMENT CO. OAKLAND CALIFORNIA 0 LANDSCAPE PLANTING PLAN i DATE: DRAWN BY: CHECKED BY: REVISIONS: THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE/SAITO & ASSOCIATES, P.G. (M' SA) ANO ARE NOT TO BE USED OR REPRO• PRIOR WRIT EN PERMISSION OF M SIAH THE SHEET OF JOB14O. 386089 ST ITV rrr=1,01•,a-•r.u.r•n∎ •- ti 1 \ odAAAA A GALV. So• ELL -.—. GALV NIPPLE GALV. NIPPLE -4 PVC MAINLINE -4 TEE (BUSH As AE0'0) _ AUTO. VALVE 1 : t im bl' 1 1 /.. ffN15N GRADE S•-- W • 0 u PVC MALE IRON -74'1° PIPE ADAPTER • GALV. UNION r--- PVC LATERAL PLASTIC VALVE ' - -- eox 1 t- 6" MIN. 3/4" 0 WASHED GRAVEL mM.w OWL: ALL GALV. FITTINGS TO OE PAINTED W/ CARBON- ELASTIC PAINT. SEE SPECS. AUTOMATIC VALVE ASSEMBLY NO SCALE O \ 1 g _ 1'3.+1 Mfr. atrAPA Lofib t o $PNnKU h^- ---- -- 1 /2'X/o" 4u. MPPL 1111111 1113 110 (- --(2)Y1' 4o 'bT• %1_Ir (c,' Ap.,.. %) yz" =b®o lova HIPri.F • ors raz. vt•i L. Tr- �'tihL.• I►)rt�. • [-AVM IDP E & t7 - Al l wer.-piErinekTtc. No spr y /2// _ • /5H /B, /28 6o' 04 /2H I8H 2 /0 N ISH (34 154 13LpCk 4! ceX1S-r,) N M 10 LI;) 15E7 H 1' /. " 1514 Cr2 • - 1514 w v d- '44 2.0Q r- 1.3 11.5.1- 1oq t” _ I'' 1' /4 1514 IGH ISH 1561 3 150- • IV 3 /G" 100 <1514 ISH ' '1 u ,' $ ,, 15H I5H. 2a? lIm fve 12H 1$H • 5P� 12e) o 2oct 1 1~D.G�� :�01. -/ 4'R7 YPr'i�'J "L - `� �F. Gl•.>�� 1 H•l7F "I'"AI L.- 2.0 H JG !al + •...r 154 544' —" I N 41 °46' 116" 505.00 1 L ! I I i• ► 1 i� i I i I! ±e1+ ' Ise i) III Oa tSN \�I 814 18�tb \ -c-> _ r'- i514 r / 2� ;5 1213 l3: ,2H • / / / / / RA ' .1 ),9.5 L :148.55 13 71 1 1 • co z co Q N 13\ 30 IgH l •/ / 11 1 1 1 / � #Iw1t.S r)P>Q f`) Ryf•+� 4.54i'irb 45fT' Y' -Plwl_ EAFA 1 "HIP My rVG go° h I � rye. L.A1L'J'V►L•. • w� "►-1 ►v'�ac�1� W 4.7 51-mA'(4 oN ?LA MF-IF'U IS 1-1I4.1H -jor . HOZ-ZI.Z fr■H1 A1RG I!-I�►cA�" , 20 pi, 5 od 5 mil ; SAY`-, • NI v "LZt .. P - , SO P '`) I T'2r -o 5-7o Hr .415/-51" AHP -5-7)1F, x-)!"FkA`(,'GoP51 P,e\(N to W-7 'A -Gj� Ar DMA'f'K. 1 -P 1D C.0F`17.OL- \/AL\/F C%L 240 f Vc- MA! '`•1 .. i t'1 Pi GL. (CO O pvG 1-AT `.. LIMF ;.I1°'IMCI �Llr�YE -" u1711D -- A•/1r1/01 (by aT+' `-7> ,+ "\g -rj.t. N• 4 o T� �t ><) x7T! 1-16 f'F'/a:. F4 71 ON A`1- 11✓i."'f -, Gtr -! r- t 's I L- Lrru ; Nr-cv ) tv- J H e..)1 f',z) 1 hC. , o~rf'F,o L. ,K. • 1- W I , IZ..I✓ ('..S'( i''1 7'i.`) OF 0Dr'1 f:71:1-15 7 Al P, I Pt) �?� AT- /21' 0. UIGK GLOUT't-ri VA LYE 111 Gu --!- A'-f- r'!�r • T `i O 'flOHA L- : G' }4A'-71 - 1 � 15t h , 1 E '2 �) CAN f'.� `w't ty •- I7- i2 I t-1 1'tcw- 'I ' - 1'0/ I 1 E. 'L AU)< I Lc. PN`(W R G"--; 7-1=0/--1 v !_-L 12,.. TO VA ;.- ' E., v' -5 - P. -5 A 1-1-ra ! 1= ./AL•E 11x.06,-J1 't 1 h. 3 1"P-o11,..• W i 1 e. T© Fury \/A V-40 . -rais \ I riAT 1 !N VALV 13aD>( 4 . r l o v I t: I Y 2 ' . J ( F° U1-T4 1~ VA L-W-7= i H I O"QS''AMEm.p VALE/!✓ 50)< fir✓ j' CFI' 'SLE�•V� 5- Gor1TN#Ac7-01t . -st- .t...�.. 1-oc a.-t - p.x►- 5-�►~i�� Ai- A`-) 1 coN ry r ry ay./ • ,SKIr-11 1 I-1' ?U ptF_. 'SGH Gt,u L 1 r-iLi OF- P J I LP 1 t•1-, I 2 55(STFJ1 'Doe.") M0' GO t`1 LI T 1-// Sc-1-a-T) ULIriW OF !3vIt..T tH[> 4,5,6 (.° `3Y`. j M 1 - INI ')U12 1f2NV !',r-4 ?�`�' -r 5D -55 I✓x lh ' 1 H LM 1 �2'' Vp.t�ye. (517 -e. TO VEf;1�!L'D v2' i71 Z)uv (5IiE f'a - V�`�tPI 1' \/A1.,`,/e•_- 1-10 Ga +cl- 1_ -4717 . Haw rP• -h.CiiA W /GIAG+� rO -2 i '0- Y -,<1. I IT r T __. K L ,� - -�- -- \ \ 1 A RAD. : 119.5,A: 90 °00'00" L: 187.71 [11111111111111 11111111111111 111I111I111i1�I111111111111MI1I111I11111�1I11111111 l 1 J No.18 .l.,c-iar c.-.. i EI i ii T 6 8 G 9 3 V E .�, Z Wei ' l 1 I 1 1111111;111 I1 IIII II► II111 ►illlllllllilllllllllfllll I,11�1 II . I I I►IIIIIIIIIIIII IIII I.I1i1111�1111�II 11111111111111111 :� 1,111111 III I PLAN NORTH ��.. 5..X v)r. rYC., MA1 ii 1121' CQUIc..4/–.C.C-up LIt-161 VA�.w cotes. WILT 1z1246,porl .,-XV-ST1r1 1 1 outt)L- ckfec- -- (51ZG b 'Dr✓DuoT M I t S>✓i`�v rxl�,T�. F31._1:-.4.47 .1 e. 2 I P.g16./A "1GrI 1t-I -rte T ,Ii- N, �>v 10 10 i 60.) PHASE 2 IRRIGATION PLAN SCALE 1ff: 30-0° 0 . 25 50 100 • 200 ^ 2011 0 U) 0 W 1 0 (f) Z L1-I Q z NU oS3, O WW?m Q so' 06 � I d c+)mm.1 .N O co< 4:to >-`31 . aQ 0 3 LANDSCAPE IRRIGATION PLAN DATE: 162//6/8(0. DRAWN BY: CHECKED BY REVISIONS: THESE ORAWINGS ARE THE PROPERTY OF SA) AND ARE NOT O DE ASSOCIATES. D O REPRO• PROR WR TTEN PERMISSION OF M'SA THE SHEET OF - JOB NO. 386089 • • ROOF NAILING SCHEDULE 0. u Rd Gam. Cay ex... ALL ,L. E. ANC, Sol e• a! CAC -, ►L reg P'4Tr- K,,k M f J( )441 -115e -As, Lk -2'e, rs< c -z., 2 b O ` 1.4,cmEl E 6^: pc t--) -i- e !2 G-1 R.17 ',-.41-4e- 10 t„) -� e... c•_ 1 D, a 4...I. -L., Pr -7,4...F4 e.-...t.4.7c. c„:=0 ".,,,....;r2 la 11 n G , A.'..r 1�"rip-`jvL-:--,t,-1-.1%., �?-1-1,---./- r--; -i 1 c-IC'IpL1H KEYNOTE8 64-7\ i m LEGEND Mill111111111111111111 1111 \m. 'EL %ow& El mumuni 11111 INEIPE KEYNOTES 1. CONCRETE P '-AINTtU. 2. CONTINUOUS SIGNBAND 3. ALUMINUM WINDOW: SYSTEM W/INSULATED GLASS. 4. REVEAL. IN CONCRETE,'.3/4" (SEE DETAILS T HIS SHEET ). 5. SCUPPER AND UOWkSP01Ji, PAINT TO MATCH •BUILDING 11. SHEET METAL'FLASHING/GRAVEL STOP. 12. ROOF LINE. •' 4;1- 1J'r t?T dit i I 1 BUILDING LONGITUDINAL. SECTION A•10 SCALE 1 / 16' : 1'-0v 1. GLU-LAM BEAM. REFER TO FRAMING . 14. W:NDOW WALL. 15. •,'URNED DOWN SLAB EDGE. 13uiLr Jr C �-INcr JP,PJF4.-0.1 1" 4tr..A1I►-L-r Gr�.tJ - 1 ;ata N1 i JG- rl. 64.1 1191C 0,1 7502 0,1 mix-up cowe,. f'io!'k 7Ta++s, rv-+"- L. ,4•Tior.,10, SCALE $18 SCALE41< g 1�'+0 BUILDING NUMBER F( ,Fnt+v MINIMUM . CLEAR HEIGHT : 16'--p" AREA: '42.246 'sq.ft; BUILDING NUMBEBI� MINIMUM CLEAR HEIGHT 1S' -O" AREA: 41t,010 .sq,ft, BUILDING NUMBER` FI MINIMUM CLEAR HEIGHT AREA 11: 454 102 "sq.ft. DESCRIPTION: portion of the Cyrus C. Y fl;:tlll?jllt J 3i r r 1 ,�.. R ..��� QQ *0'.. :: r e :cnSq OOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOOOOO :BUI'LDING 4 AREA BUILDING '5 AREA BUILDING 6 AREA • TOTAL PARKING STANDARD COMPACT HANDICAP % SPACES COMPACT SITE COVERAGE LANDSCAPE AREA tiv4 $, '' , , , • VI • 4 • • • ti for SAW. QQSaaE.W E �i1 SEWER. L ` 8. E!! 2-. ♦J •70 4 / • t. • • tt .1+ • iFal.h'Ma('.�A r • t Yv . 3 196 3196 2950 295p 1 248, S.F. rifroge. 1'Ru�i<PooF ,KEYNOTES GENERAL NOTES 1. CENTERLINE OF COLUMN. 2. EDGE OF SLAB. 3. LINE OF PANEL ABOVE. 4. DOWNSPOUT 4" x 6". 5. 3° x 7° DOOR. 6. ELECTRICAL ROOM. Ve•.RtFY 7. 9° x 10° OVERHEAD DOOR (TYP. AT DOCK HIGH DOORS). 8. 10* x 12° OVERHEAD DOOR (TYP. AT DRIVE-IN DOORS). 9. 4" CONCRETE SLAB REINFORCED WITH 'BX€ 2.9X2.9 W.W.M. 10. Tit DLA fr1 TCR STANDARD Pial, ce,L.UN1iJ 11. TRASH DUMPSTER LOCATION. 12. CENTERLINE OF PANEL JOINT. 13. TYPICAL I4I14441~1 MLILL.IC$ SPAU04i 3'--4. TO 4 14. CONCRETE RETAINING WALL. 15. Idx Zvi TELEPHONE EQUIPMENT ROOM. 1. BUILDING TO BE GROUP 8 DIVISION 2 OCCUPANCY 2. CONSTRUCTION TO BE TYPE !II - N SPkD 3. EXIT DOORS FOR OFFICE AREA TO BE LOCATED IN COMPLIAFCE EQRENDUG NT IMPVE OF CONSTRUTION 4. WITH TENANTSCODEver: :3UIE EMRESPONSTS IBLE RINFORTENASUOMITTiNG ROEMTENANTNTPHASE IMPROVEMENT PLANS SHOWING COMPLIANCE WITH THE U.B.C. AND REGULATIONS FOR RARRIER FREE FACILITIES PRIOR TO OCCUPANCY. S. TENANTS SHALL PROVIDE OTTV PRIOR TO OCCUPANCY. • . r +:r..r..\.+uSON +...r.-v++.w:w.ue-rn,'u.w�w 1 11 MINIUM NOR. H E�JA TIO .,.._._. • S/ 16":1'-p41 Al (- - r1.'1GL•051.1*_ N t S/ s I SOUTH ELEVATION 1'V 10 L-. 1/16"W-0" 141 • • re 01.1 E�►S�T ELEVAT!O 1/16":1'-0 ()) R :5811 4... maisemosemstrs ,r (6,> • > rJ_L� 1-- — 1 4)4 44417 Di P iron L , (s. g..E; ZklE. rit1MS) - c V ( � 1 T.L — J-- _ - _ ,.__ .._ _J ._ ••• _. J rz WELST ELEVA J r .y io ELL i; 1 Io 1 r-J—I. .. 1_L� ... .... .� L.--.. o, N. Y <t> .-r. _..1 -122 eoNN--'-- vp... -,�-j' lam) Trr: 1 . 12 • • • • r — —. • J. • • LI ...Jl 1 L —J KEYNOTES 1. colcaeg PANELS PAINTED. 2. C�INJO S 3. ALUMINUM WINDOW SYSTEM W/INSULATED "GLASS. 4. REVEAL IN CONCRETE, 3/4° (SEE DETAILS THIS SHEET). 5. SCUPPER AND DOWNSPOUT, PAINT TO MATCH BUILDING 6. 10° x 12° OVERHEAD DOOR, PAINTED TO MATCH BUiLQING •w- • .Jfl11 'i " • 4 .61l-I>>1..i Al ij KEYNOTES 1. CENTERLINE OF COLUMN. 2. EDGE OF SLAB. 3. LINE OF PANEL ABOVE. 4. DOWNSPOUT 4" x 6". 5. 3° x 7° DOOR. 6. ELECTRICAL ROOM. 7. 9° x 10° OVERHEAD DOOR (TYP. AT DOCK HIGH DOORS). 8. 10° x 12° OVERHEAD DOOR (TYP. AT DRIVE-IN DOORS). 9. 4" CONCRETE 'SLAB REINFORCED WITH 2.9 x 2.9 W.W.M. 10. COLUMN T.S. T6K6Ixa'fb oR 6o1C,STC7 PIPE GaLuM 4 11. TRASH DINE OF LOCATION. 12. CENTERLINE OF PANEL JOINT. 1251 'SP, • . • • - • ' • • ••:;••••.:,:. • • • ' • ene PAN] eot. Aftx,v • • ENGT WIDTH DEPTH REINFORCING (L) REINFORCING (W)-- REMARKS 4 69- III- (5)*5x "5-4 u (4,)qt 5 )< 6 1 1 9 (1,/_)** 5 x (...)-9. . ,.. ei,_75.,.,„i_4 <,5)1t., 15 g a...14 • cg- Frli ro €.2F -LIN 1 . 5te- 1 4) C714ti-5x41-t) ..., , 51-41- 5 -•-.• ' le- 5')',4 41-1-43)" ,Amummworamm.k rom•••••••• .. %. ••• r•P•••••• 11144••••••••• AM • 44.4.....1.040.0•••••11161 VIIMMIONYMININI, 5. 4" CONCRETE SLAB REINFORCED WiTH OX6 2.9X2.9 _ 6. FILLER STRIP AT BUILDING PERIMETER*1W.W.M.ONT; THROUGH, JOINT. 8. CONCRETE RETAINING WALL. 9. ,SANITARY SEWER LINE 4" DIAMETER CAST IRON. '11434$ (3) *4, CONT.; agf?-01.411,151E:E., 1461 -Le -44.46' • " 3196 2710 , 2647 7`Tt�ica. Ao12 1J a(...0.1 PLAN NORTH 1. BUILDING TO BE GROUP B DIVISION 2 OCCUPANCY 2. CONSTRUCTION TOIBE TYPE III -N St.)la1. CENTERLINE OF COLUMN. 3. EXIT WXII TH FOR OFFICE AREA TO BE LOCATED IN COMPLIAr'CE 2 . EDGE OF SLAB. T DOORS CODE REQUIREMENTS DURING TENANT IMPROVEMENT PHASE 3. LINE OF PANEL ABOVE. OF CONSTRUCTION 4. TENANTS WILL BE RESPONSIBLE FOR, SUBMITTING TENANT 4. DOWNSPOUT 4" x 6". IMPROVEMENT PLANS SHOWING COMPLIANCE WITH THE U.B.C. AND • 5. 3° x 7° DOOR. REGULATIONS FOR BARRIER FREE FACILITIES PRIOR TO OCCUPANCY. 6. ELECTRICAL ROOM. 7. 9° x 10° OVERHEAD DOOR (T?P. AT DOCK HIGH DOORS). b• ' TENANT SHALL PROVIDE O.T.T,V. PRIOR TO OCCUPANCY 8. 10° x 12" OVERHEAD DOOR (TYP. AT DRIVE-IN DOORS), 9. 4" CONCRETE SLAB REINFORCED WITH 2.9 x 2.9 W.W.M. 6. ALL EXTERIOR WALL FURRING TO BE NON-COMBUSTABLE. 10. COLUMN T.S. 11. TRASH DUNPSTER LOCATION. 12. CENTERLINE OF PANEL JOINT. 13. COLUMN T.S. 14. CONCRETE RETAINING WALL. ,4 13.' $14 'TELEPHONE EQUIPMENT ROOM. 441:::::. . *AMC* yiMi�itlY.nMYOMM\Y qu0.41, Yi1i' ;li ;I t�j'jf�fl'�lI�IIIfilijiflf Si ; 6 ' 1. BUILT UP ROOFING. 2. 1/2" ORIENTED STRAND BOARD AS MANUFACTURED BY PELICAN SPRUCE MILLS.W/ STRONG 3. 2 x 4 DOUGLAS FIR #1 SUBPURLINS AT 2'-0" ON CENTER WITH F24N HANGERS. DIRECTION 4. SKEWED PURL IN HANGER. 5. 4 x 16 DODUSLAS FIR #1 DENSE PURLINS AT 8'-0" ON CENTERWITH HBd END (UNLESS NOTED OTHERWISE). ld HANGERS EACH 6. SCUPPER AND DOWNSPOUT LOCATIONS. 7. ELECTRICAL ROOM ROOF HATCH LOCATION. 8. SIMPSONAC7-7 NINGE CONNECTION. hY • MWS 9. NOT USED 10. 4 x 16 DOUGLAS FIR #1. 11. DRAG STRUT PURL IN LINE. 12. (2) SETS OF, SIMP8QN HD 12 SETS OF sidpeotsi;:.HO 14. 4X i 2- S °' TRUT W! (23 ROWS -OF 8a AT ° 8" O.Cd `�a.,� 15.4 xy _....._ t1.rt,ti i ��._..... 16. 2 x 4 BLOCKING AT 8'-0" ON CENTER (TYPCIAL) 17. BEGIN PURLIN SPACING 8'-Q" ON CENTER FROM THIS WALL. 18. 4' x 8' SMOKE VENTS - 1 4 TOTAL 448 19. LINE OF WINDOW W _ ... , _ . _...... w .,. '.. ___. M_ ALL SYSTEM BELOW 8+8I ilk' 4r.. ' tidy •hfv....^ '.r' IIY4Vr✓h ..r.�.:.w N+I �4.....w ../ SF ('f YP. • '' '; " • ••,..; • • • • • • • • • • eeoee • OUTDOOR PLAZA i Valley & Mt Rainier J .jam\^I� � p'- rh�NiA V.,*y�;l..�V����'►.t� ` �./`1,ti1 Master Plan 0744. VICINITY .MAP PROPOSED OFFICE ZCn ooO rev V J9 4 • lb