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HomeMy WebLinkAboutPermit 4418 - Northwest Seals - Office/WarehouseThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. Northwest Seals 14600 Interurban Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 24 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done New Office /Warehouse Site Address Building Use Property Owner Address Contractor Address PERMIT #w/ F Control # 8574t/ 14600 Interurban Ave. So. Office /Warehouse Northwest Seals, Inc. 309 S. cloverdale, B -8, Seattle, WA MB Construction Co. #223- 01- MBCONC179RG 14734 N.E. 95 St., Redmond, WA Suite # Tenant Northwest Seals Assessors Account # 33C050,-A°40 Phone # 762 -9980 Zip 98073 Phone # 885 -2781 Zip 98073 FOR BUILDING PERMIT ONLY Approved for issuance by.60pil Sq. Ft. Office Storage/ Warehouse Retail Other Occ. Load 1st F1. 2865 3659 B -2 42 2nd FT- 2713 546 B -Z 28 3rd TT Total 5578 4205 B -2 70 Fire Protection: ® Sprinklers J Detectors Zoning Type of Construction V -N Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 385,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #�?�{O Receipt #0899 Receipt # Receipt #� Receipt # Receipt # $1146.00 $ 745.00 $ 16.50 $1907.00 FOR SIGN PERMIT ONLY (] Permanent J Temporary [] Single Face [] Double Face [( Wall Mounted (J Free Standing [] Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK 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 1S COMMENCED. I HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMP IED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR NC THE PRO 21 ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR TTHEE PERFORMANCE OF CONSTRUCTION. Signed_ // l(6) �. Date / 2—,R6 LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER- BUILDER DECLARATION ( ) I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Date Owner (signature) CITY OF TUKWILA. ( Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done New Office /Warehouse Site Address 14600 Interurban Ave. So. Building Use Office /Warehouse Property Owher ' Northwest Seals, Inc. Address 309 S. cloverdale, B -8, Seattle, WA Contractor MB Construction Co. #223- 01- MBCONC179RG Address 14734 N.E. 95 St., Redmond, WA PERMIT # OW Control # r'15-,K/e/ Suite # Tenant Northwest Seals Assessors Account # .13:?/,0540-/6950 Phone # 762 -9980 Zip 980/3 Phone # 885 -2781 Zip 98073 FOR BUILDING PERMIT ONLY Approved For issuance by A6/ Ar2 Sq. Warehouse e Retail Other Occ. Load 1st F : ' 2865 3659 1B -2 42 2nd F . 2713 5461 B -2 28 3rd Fi. Total 5678 4205 BG2 /(.) Fire Protection: ® Sprinklers 0 Detectors Zoning Type of Construction V-M Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 385.000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #2'0 $1146.00 Receipt #0899 $ 745.00 Receipt # $ Receipt #i$() $ 16.50 Receipt # $ Receipt # $ $ 1907.00 F.OR SIGN PERMIT ONLY 0 Permanent j Temporary 0 Single Face J Double Face 0 Wall Mounted [j Free Standing 0 Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK l5 SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE CQMP1.IED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL, THE PROV1 IONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRU T10N OR THE PERFORMANCE OF CONSTRUCTION. Signed �'��'' / ( Y`).�i Date Date �' �• LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER- BUILDER DECLARATION ( ) I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project, Owner (signature) Date CITr OF TUKWILA Building Division 6200 Southcenter Boulevard ,Tukwila, Washington 98188 .w .� + .. o+ rv+ �++ rxbn.✓. Wr. �r14MN : \'JL5FI1;Ptlf11!n!N;!C7:�r ., INSPECr°'.PN RECORD PERMIT # (206) 433 - 1849 -`"`" Date //2 3/s7 7 2.' Type of I 5pection Date Wanted /207 a.m. p.m. Site Address— .� , _ 1,�< I. _ ! •, Requestor«,,\ Special Instructions Project Phone # (z/.. Sea /s Inspection Results /Comments: Ar Inspector 2 ti''1 Date l / /r7 . y?l Y. i+"•.' iVA-r JT.. 7.' tl frM10,42..3 ^cc,,smtnci.c- -...", e.,. »�...........�...•r CITY OF TUKWILA ' Building Division 6200 ,Tukwila,tWashinatonu198188 (206) 433 -049 Type of Inspection Site Address /44cc Requestor b )t, 6 /4i ,G Special Instructions • INSPEC( "'ION RECORD PERMIT # Date 041(LAN! iota ? /g9 Date Wanted ����/� o Project Jew ∎ ■Sa4(.CCU Phone # o — 4040 .3:00 a.m. 3 :0 - Pm - (ale possfaola Inspection Results/Comments: if Inspector 7/"1-4'Al Date /. '2 ��� Mrn rf..w..nbs�.v...awa.wwwr. rwuw�.. ww+. oe+ uw.r r.. aw. vw....... �.. w. ..r.«....w..».....w- ........�w� CITY bF TUKWILA Building Division 62Q0 Southcent.r Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 1), ., �.�._.......,....�............. _...... �_._,..,........_.......,........ n.,.......... ._.........n.,....e,...,vowaaew MYwnseJM.YNrVN;Li11ili15YAW! wliT? Y:C3SV� . Site Address /yl pp auLt Requestor D&«_ Special Instructions INSPECT(:'),N RECORD PERMIT # 47/4/al Date / /%2 %i Date Wanted //1,211/X Project (CA S{6'/S Phone # Inspectionn Results/Comments: ,c!�(PP. Ae-e Inspector Date % /Al /e1/ ItYST to ww:r.erwri+, CITY OF TUKWILA Building Division 6200 Southcenter Boulevard' Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection el) Site Address /&O Requestor Or Special Instructions r INSPETION RECORD PERMIT # Date 'le .14.41.412C �rl7S Date Wanted Project /WA-) Lf71 4'r- • Phone # 9 h0 a. InspQection Results /Comments : ��,� ��.i/ ,,-41 ��� n-� ..�5` [.ovci /�, .•.. �r 0 �1�9rcr1 _r. , o�l{.rr . / ` 0) yee.....te /t �l ��nJ•C.. M' 4 (�X�A4 I rep/ ��i✓UCJ %. ' J ait ' . .///dei .eye.? /C A10 4. � o.e.,.A.1 e - Glle-i, /.r9- tilll..r11 4) /or*, Inspector llr/97,2 xfet--0-7 Date / / / / /,‘ ' CITY OF TUKWILA Building Division 6200 Southcsntor Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 5%c-e'f-YOe V¢, 4/44 Site Address Al 6 0 D X-14 u 'c5 U Requestor Dail INSPECCON RECORD PERMIT # 2q i Date /070/ ir� Date Wanted /� 20/ 76 f Project N Sect /9 Phone # ,U3 -946 Special Instructions a.m. p.m. Inspection Results /Comments: l �cX P Inspector Date /1 /2-0 �� 'CITY OF TUKWILA Building Division. TTukwila,tWashingtonul98188 (206) 433 -1849 { Type of Inspection �'r��� Site Address /9 c3 _L'14 w)/t.tkAitair / (i.P. £, Requestor —,, Special Instructions 16,g) INSPECCION RECORD PERMIT # yzj/ Date /,/?/ Date Wanted /Of / Project �1()), 5 a6-* Phone # ; 4/3 96.O a.m. p.m• Inspection Results /Comments: Q 7 rJ/ c- /0111 71 Inspector Date a/4/76 CITY OF TUKWILA Building Division 6200 Southcenter oulevard Tukwila, Washington 98188 (206) 433 -1845 INSPECTI RECORD /$640' .ZH a evvrd,o, %ie. So 5/4 (41/4 Address Type of Ii'ispect on REQUESTED: ��/ glOOAN0?, 9 � /=2:-44940e x'9 8 x+50. Ddte Time Requested D t /Time of Request Requestor �� q q Special instructions: INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) ?Mai eft j 71 - 4 �� ' _44016,864: CITY OF TUKWILA - BUILDING DEPARTMENT Inspector'(,ln? Date 9/72- Z CITY OF TUKWILA Building Division 6200 Southcenter 8 levard Tukwila, Washington 98188 (206) 433 -1845 INSPECTI'' ;RECORD • Y4 Permit # e-/q/?( /1-.) cd ,L-74,)10/1,1)/At-fi Ae ): jlee Z 0 te )- Address c� Type of Inspection 4-73a-1.472- REQUESTED: )/ , r� A C�� Lb C49n .E, D to ime Requested a ime of Request Re uestor q q Special instructions: Q 01441 .1611 e cL4a( INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) r7+1 t! XpO ,A fL rri1 cG(0 CITY OF TUKWILA - BUILDING DEPARTMENT Inspector eUrt AlmsetiK; '';0;,''01,kifi,,14 Date ////r‘ CITY OF TUKWILA Building Oivlslon 6200 Southcenter oulevard Tukwila, Washington 98188 (206) 433 -1845 4 ,r, � uvdan 4e 50. INSPECTIC 'RECORD.. Permit # VV/S7' 457,a k 4/a // /�uv Address Type of Inspection REQUESTED: /S� 8;'o0 /9,m, 94/6, /T /2.2o /'/ '/ -6 (70-"se' D�(td /Time Requested D/Time of Request Requestor Special instructions: INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) Ai& CITY OF TUKWILA - BUILDING DEPARTMENT 0,3e Inspector ���''1 Date 2/5/1 CITY OF TUKWILA Building Division 6200 Southcenter 8 ilevard Tukwila, Washington 98188 (206) 433 -1845 /4' .Z, Gevv✓ d ak7 "k e. co. INSPECTI ' \ RECORD Permit # 4/4 I' Address lo dloeh y /aeem e 2 Type of Inspection REQUESTED:IJ @ �(o /ffs /!%i _o at /Time Requested D /Time of Request Requestor Special instructions: INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) CITY OF TUKWILA - BUILDING DEPARTMENT Date 0544e CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 ',/ seds. /'V.�h�- ��6�h,4t . Address REQUESTED: cf D t / /Time Requested INSPECTI( RECORD Permit # 7 7eP ype of Inspection t /Time of Request Requestor Special instructions: INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) 6p7t. ,Zel4AA/7 ateduie 7.7;4/24 CITY OF TUKWILA - BUILDING DEPARTMENT Inspector Date 9�a/47'6 Address CITY OF TUKWILA �. Building Dlvislo 6200 Southcenter oulevard Tukwila, Washington .98188 (206) 433 -1845; acv S20-1¢. // INSPECTI( \ RECORD Permit # r /0.1.70 yenta REQUESTED: 4g'zq"�� e 6 I .cam 421,- /0 ; dp pec4.of Inspection c?"-240 —072 -. Date /Time Requested Date /Time of Request Re u stor' Special instructions: INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) f Z 0 t 1V v 41..412 4/. ezet,lim r xte. Afe‘ './.4.1 - DateOrAt CITY OF TUKWILA - BUILDING DEPARTMENT Inspector CITY OF TUKWILA Central Permit System Control No. ?%> - Ge-/ Permit No. FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ;154 Public Works ❑ Fire Dept. ❑ Police ❑ Parks /Recreation Project Name loft !1 1.0cA, ,-:.m� Address I = /()/J(') rYbcf' J)r`,�.it.% (10 c' Type of Permit(s) cl 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. This project is NOT approved by this department; the following corrections are necessary: ( ) . E re") /'1 } ,r'r r I ! �.::' / C )/1. ( ) () () () () () () () ( ( ) ► '?'' ( ) Authorized Signature Date J This project is approved by this department: Authorized Signature Date CPS Form 3 J J rni•' °ak ", . :Pr". 11m',.e,..W'4+L:t:. Y' i AEA7iii1'jx}47�irp�`f!;n byi .<(4:�`( iS I CITY OF TUKWILA Central Permit System Control No. ;1C Permit No. 9 `f /g FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works If Fire Dept. ❑ Police ❑ Parks/Recreation J Project Name 'L/ ,r 5 Sri /s Address /v6670 /L. ,t $ . Type of Permit(s) .�� c ,15�..� /, 4 X6v f e � 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. This project is NOT approved by this department; the following corrections are necessary: () () () () () () () () () () () () Authorized Signature Date J This project is approved by this department: Authorized Signature tc; f c/3 Date CPS Form 3 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433.1800 Gary L. VanDusen, Mayor January 13, 1986 Seafirst Bank P.O. Box F Seattle, WA 98166 Attn: Robert L Peterson, Jr. RE: Letter of Credit - Northwest Seals, Inc. (CN -85 -294) Dear Mr. Peterson: This is to inform you that the storm water drainage improvements for this project have been accomplished per the approved plans, therefore, the Letter of Credit for the amount of $3,000, dated December 26, 1986, may be released. If you should have any questions, please feel free to contact me at 433 -1850. Si nc ely, Ross A. Earnst City Engineer RE /jj City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM TO: Duane Griffin, Building Official FROM: Phil . Fraser, Senior Engineer DATE: 12/24/86 SUBJECT: NW Seals - Sign Off for Public Works Per my field trip with Vern, the landscape irrigation has been signed off. Left from Public Works is additional storm drainage under the Public Storm Drain Permit. I have estimated this work at $3,000, and requested the Contractor to put up a cash assignment for this amount with yourself. I also instructed the Contractor to obtain the cash assignment form from Vern. .I will not be in on Friday. However, with the cash assignment in hand, Public Works has no problem allowing occupancy at this time. oft 0060.150.015 12/08/86 Project Name: WAL-rgwe r gacS City of File No. cK 9S -2.74 IRREVOCABLE LETTER OF CREDIT - SECURITY FOR PERFORMANCE We hereby establish our Irrevocable Letter of Credit in favor of Ciry tint -'i t-Al in the amount of $ 3000, Ae. This Letter of Credit is issued in connection with construction of the project known as Mokrxecticsr Se4(-S re,' SS -24) located at 11.g0Q /nvr we&'J ABC. Sep. TvKw,c.A • to guarantee installation of sr oeM;,•)A —tee. DR4 /AM GC improvements. It is understood that the nature and extent of the improvements is defined by the approved plans and conditions contained in the City of Tukwila File No. CK ST-294. If, in the sole determination of the City Engineer and Planning Director, the above referenced improvements are not completed as required by the approved plans, conditions and applicable City standards at the above location, no later than 0l /f0/8 Pk , this bank agrees to pay to the City of Tukwila the sum of $ 3, 000 aN0 °0.°4, Yti P`` F'`'` , upon receipt of written request for such payment. This Irrevocable Letter of Credit shall not expire until released in writing by the City of Tukwila, which release shall be provided upon request when the required improvements have been completed as provided above. B -1"4 z--74-5,. 7- (Bank Name) B dir640 6/9c) �/,!��t,i� 6/9c) Y (To be signed by uthorized representative of lending institution) f�a�.-rf L . PefeySan. /_ NAME (Please print) MAILING ADDRESS 604 F. a,-// je , GW /4 G701 /t ; Date A /f �' yyi TO: PROM: DATII: SUBJECT: .tool City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 12061433 -1800 Gary L. VanDUSen, Mayor MEMORANDUM Finance Department Vernon Umetsu, Planning Department I/Z December 29, 1986 Development Deposit by MB Construction Co. for Northwest Seals Attached'is a check for $500.00 dollars is meant to warranty the emplace - of a dike maintenance road to the City of Tukwila standards and adequate ilandscaping petd ndyapproved 1986. is full. inspected approved deposit this in the correct account. PAY TO THE ORDER OF 4L€ _ Rugutavvic M8 CONSTRUCTION CO. PETTY CASH ACCOUNT P.O. BOX 404, R1DM ONO, WA, 9110730104 1 4794 N.E. NTH W. 911/979/ REDMONO, WAIDANOTON 96073 Ttkott, mn t 194 66 1250 Is 500' co RAINIER NATIONAL BANK Comm.rcld Banking Cont. -MNtro • P.O. Box 30• Seat*, Washington 9•124 C7si (1/1 FOR YyIQ DOLLARS City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1206) 433-1800 Gary L. VanDusen, Mayor Mr. David Kehle David Kehle Architects 1932 1st Ave. - #302 Seattle, Washington - 981010 RE: Northwest Seals - Public Storm Drainage Permit Dear David; Per our field trip to the site on 12/24/86 with Dave Grage of our office, it was noted that the proposed public Catch Basin in the southwest corner of the intersection of Maule Ave. S. and S. 147th Street is not serving the intended function of taking away the drainage from the private properties to the south, but the built up roadway in S. 147th has increased the standing water since construction. Per our discussion, your firm has been requested to provide a remedy in the fdrm of either an,:extension of the public storm system from either Interurban Ave. S. or an extension from the newly constructed public storm system. :.Requested is this plan be-submitted next Monday for Public Works Department review for approval. Also, per our discussion with Ms. Rivero, owner of the property to the south, this plan will be reivewed with the netghborning property to obtain the necessary access to work wtthin their property. Of course if access is denied, then an alternative destgn providing storm drainage to accomodate only that portion of drainage crossing into the public R/W will be allowed. If you have any questions regarding this matter do not hesitate to call me at 433 -1856. Sincey, Ph 1 Fraser Senior Engineer cc. Building Official Planning Director Dave Grage Permit Coordinator. HOME OFFICE P.O BOX 1718 ':OLYMPIA; WA 88507 6ENEPIT. W�G�asQo t.�c d k. fir✓✓.. C't�'.. re s t r..d. t iii } upor� teC�d�tltt�,�, t 724 ! p C s �1 a H E95 4. aptO 0,14'O Re pndV TELEPHONE MEMO RE: /Ve/' J e /$ PERSONSCONTACTED: Tahn 5e/iaier., kde,g, G/aso'e Svdevi.a/eat PERSON CALLING: /Aiefti L'AP�y DATE: 7/ y`�� g'60 /1,' • ,9/ /Pv ,r '' 5/ 91 INFORMATION ITEMS: "ey ,R4-‘47 "fray gee-T- /ems., , r eye-, /4, ek�-s. k di/ .fty See - 7006, ID / a ei:erti (.Lo-1 ,&;1 �a.��% Jt 4 . 70 /1' 47-;ty,r,, ev4_ Q/J9 %le "Ai-C A P u '` ' (�- ���,2 �i` td c �' %lee ; . .dv /.v.. ...t/ ./.!..� ../ .4ealLaJ__figliNOL2Vre.-1" Awe/ trligredriy9e 4ecee,e a 7; fin, f ,6 eet ah•� -JLe 4 ,,,A4A.{)`' c ,ef - et.otoLar d ) I4% i ..rye a /frr 4J4 ,' .� ,114714/7 it City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor August 8, 1986 Mr. David Kehle, Architect 1932 First Avenue Suite 302 Seattle, Washington 98101 RE: New Office / Warehouse Facilities for Northwest Seals New Building Site Address: 14600 Interurban Avenue South Dear Mr. Kehle: The Public Works Department has reviewed site plans SD -1, SD -2 and SD -3 and approved these plans per the following conditions and comments: Prior to obtaining the permits indicated below, approval of the Building Official and Planning Director shall be obtained. Twenty -four hours prior the beginning the work, the contractor shall apply for and obtain the follwing permits: 1. Hauling Permit - Permit Fee $50.00 $2,000.00 bond, certificate of insurance and route map shall be pro- vided at the time of application for this permit. 2. Curb Cut / Access / Sidewalk Permit (Permit Fee $25.00) The concrete apron will be per the City's Standard Plan for concrete apron. This apron is part of the sidewalk system to be turned over the the City. 3. Channelization / Striping / Signing in Public Right -of -Way (Permit Fee $25.00) The City's standard sidewalk and curb and gutter plans shall be used for the construction of the new concrete sidewalk and curb and gutter along South 147th Street from Interurban Avenue South to Maul Avenue. 4. Sanitary Side Sewer - Regular Connection Charge $170.00 Special connection assessment fee is waived by prior structure on the existing lot, assuming original contribution to the development of public mains by prior development. The sanitary side sewer shall go directly into the existing sewer manhole and match invert grade unless an existing stub exists. Pipe bedding under Note 15 on SD -2 shall be changed from Class "F" to Class "A -B ". A cleanout shall be provided in the following locations: at the exit point from the building structure and at all vertical and horizontal bends and junctions. Mr. David Kehle, Architect August 8, 1986 Page 2 5. Water Meter Permit (1" Water Meter Deposit Fee = $1,550.00) (Special connection fees are waived by the original development and the development of additional water mains crossing Interurban Avenue South to be turned over to the City at the time of completion of these mains.) The new water meter address is 14600 Interurban Avenue South. 6. Water Main Extension (Permit Fee $25.00) The public water main shall be constructed in accordance with the "Public Works Water Construction and Development Standards" available at the front desk of the Public Works Department. Jack, tunnel or augering is required under Interurban Avenue South pavement. Cl 52 DIP pipe only is allowed. This pipe shall be encased in toe casing filled with sand or grout and plugged at each end. An additional valve shall be provided just before the sprinkler vault. 7. Storm Drainage (Permit Fee $25.00) Included in this construction shall be the inspection of the private swale systems provided in the property. Per the Planning Department, the swale system, including plantings and trees, are compatible with the operations of the swale system. This permit is issued simultaneously with the City's Flood Zone Control Permits, which has attached to it the DOE flood zone control permit. 8. Flood Zone Control Permit (Permit Fee $50.00) DOE Flood Zone Control Permit shall accompany the application for this permit. The outfall to the Green River (at proposed public system to be turned over to the City) shall also meet the requirements of the Flood Zone Control Permit. The new dike rehabilitation shall be also included under this permit. (The dike trail easement shall be provided directly to the Planning Department as part of the Planning Department's requirements.) 9. Public Storm Drain (Permit Fee $25.00) That portion of the storm drainage system which includes catch basin 2, catch basin 1, the outfall into the Green River and the 12" concrete overflow pipe back to the ditch system on the east side of Interurban Avenue South shall be built in accordance with the City's standards and requirements for turnover as a public facility. Immediately upon construction of this facility, the developer shall apply for turnover of this storm drainage system to the City. 4 . Mr. David Kehle, Architect August 8, 1986 Page 3 10. Fire Loop / Hydrant (Permit Fee $25.00) This permit covers the review of the fire line from the proposed public main to the vault only. A standby charge will be provided on the monthly water bills for the 12" main upon its construction. For review and approval of the vault and the fire system internal to the devewlopment, including the review of the location and type of fire hydrant provided under Note 7 on Plan SD -1, I refer you to the Fire Marshall, Doug Gibbs, at 433 -1859. 11. Landscape Irrigation (Permit Fee $25.00) Landscape irrigation meter permit. Exempt meter address 14600 Interurban Avenue South Four sets of landscape irrigation plans shall be provided to Public Works via the Planning Department Permit Coordinator for review and approval prior to application for the landscape irrigation permit and the sewer exempt water meter permit. The landscape irrigation permit fee is $25.00 and the sewer exempt water meter permit is a no -fee permit, which shall be applied for and accompanies the landscape irrigation permit. For sidewalks, watermains and storm line extensions the following turnover documents are requested by the City immediately after construction and sign - off of the permits: 1. A letter requesting turnover to the City 2. A Bill of Sale 3. A list of materials / costs 4. Signed -off permits 5. As -built plans These documents shall be provided attention to Phil Fraser, Public. Works Department, and provided prior to request for occupancy. If you have any questions please do not hesitate to call me at 433 -1856. Sincerely, /v) Phil Fraser Senior Engineer PF /kjr Enclosures (3) CC: Building Official Tukwila Maintenance Shops Assistant Engineer Vernon Umetsu, Associate Planner Permit Files Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 96101' (206) 624-8150 May 29, 1986 David Kehle, Architect 1932 First Avenue, Suite 302 Seattle, Washington 98101 Regarding: Plan Review 86 -T -05 (Northwest Seals) Dear Mr. Kehle, 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 call if you have any questions. Sincerely, MAHAN & DESALVO eSievut Bridget Smith cc: Norm Bray City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 wigwam MAY 29 1986 CITY OF U7 Taij.A PLANNING DEPT. M alhaci&DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle. Washington 98101 ' (206) 624 -8150 May 29, 1986 �� ►��11j s Thomas Sconzo 919 -124th Avenue NE Bellevue, Washington 98005 Regarding: Plan Review 86 -T -08 (REI) Dear Mr. Sconzo, ENO) MAY 291986 CITY OF TUK LA PLANNING DEPT. We have received plans and calculations on the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code, and the Regulations for Barrier Free Facilities. Our comments follow: Structural 1. Show existing floor framing at the lunchroom /storage room. Show adequacy of increased loads for the storage room and double joists under the new wall. 2. Show roof framing plan over remodeled area. 3. Call out connectors, column to glu -lam. 4. Call out size of existing studs where new 2x6 bearing wall will be located. 5. Call out header over double doors in bearing wall. 6. Provide detail of connections at drop test area. 7. Show footings under bearing walls. 8. Clarify wall at Grid W, does it exist on the second floor? Also clarify wall /guardrail to the east of the 57x11 new deck. Graphically it is shown as a rail, yet it is noted as a wall. Ordinance 1. Additional floor plans are required to show adequate exiting. 2. The sliding door for room 108 is in violation of Section 3304(g). 3. Open doors in the direction of travel per Section 3304(b). May 29, 1986 Thomas Sconzo Re: 86 -T -08 (REI) Page two , Regulations for. Barrier Free Facilities 1.. Show compliance with Table 33A. Please call if you have any questions. Sincerely, MAHAN & DESALVO Bridget Smith cc: Norm Bray City of Tukwila 6230 Southcenter Blvd Tukwila, Washington 98188 Mahan &Smith,Inc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washingtu.i 98101 (208) 824.8150 (208)624.4488 May 21, 1986 31111 David Kehle, Architect 1932 1st Avenue, Suite 302 Seattle, Washington 98101 Regarding: Plan Review 86- T- 05((Northwest Seals) ) EiNEWID MAY 23 1986 ern, OF TUKWILA PLANNING DEPT. Dear Mr. Kehle, 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. Our comments follow: Structural 1. Steel for footings is called out in calculations as Grade 60. In the structural notes, it is called out as Grade 40. Clarify. Ordinance 1. No comments Regulations for Barrier Free Facilities 1. No comments Washington State Energy Code 1. No comments Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridge Smith cc: Norm Bray City of Tukwila Mahan &Smith,tnc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 96101 (206) 624.8150 (206) 624.4488 May 7, 1986 r -s IJLI l"J O l / L_°J MAY 8 1986 CITY OF TUKV∎ A PLANNING DEPT, David Kehle, Architect 1932 1st Avenue Suite 302 Seattle, Washington 98101 Regarding: Plan Review 86- T- 05` {.Ndrthwest5ear Dear Mr. Kehle, 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 1. Call out the use of reinforcing with Fy 60,000 in the structural notes. Ordinance 1. Clarify compliance with Section 5406(d) for glazing. Regulations for Barrier Free Facilities 1. No comments. Washington State Energy Code 1. Provide OTTV (overall thermal transfer value) calculations. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. T Bridget Smith cc: Norm Bray City of Tukwila CITY OF TUKWILA PERMIT NUMBER "� CONTROL NUMBER CENTRAL PERMIT SYSTEM - ROUTING FORM TO: 0 BLDG. ' PLNG. Q P.W. [[ FIRE 0 POLICE Q P. & R. PROJECT G thWJo t (2'?A ADDRESS /LI4p(() - 41., ,Ilu rb ji&i cwt/ V DATE TRANSMITTED 5-6p -,?Cp ' - -'ONSE REQUESTED BY -- /23-Y(' C.P.S. STAFF COORDINATOR'oy/Y) (/i� Q,,�ClLP� RE' PONSE RECEIVED 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: Q kgwatiet) LA*2)sc,4- -pt,vC, 6P(6- Y. 0 LJ o l G� 7 REee4A..4A-c-732. ee./72--.-o_ortp et--/ Do&j)-C-A.-- ,C.--Li-u-c."---:.61.-e,t,....e ., e.,„e( ..„7,-;--,,e,<1... afraa. . o /10,&„.,_,ee. • 4,0.r.L.:1. cze,, /0 0 re--ct,, 7ze,a,...4.7-, O _---- r t a" K /1.2.42.1/ O. ..41 -- et -ee .4.- ,it...,,,,--&-Ge_eP ..eti.. Gi. ..- ., = ,itt,..2.GA: irk.. -2il O CU .�`G ^44- F'J1.-L/ -4-- a 1 . &� G- 0 Q ..�.. �.. c,,,.- 0 Q 0 D.R.C. REVIEW REQUESTED [] PLAN SUBMITTAL REQUESTED 0 PLAN APPROVED [� PLAN CHECK DATE COMMENTS PREPARED BY C.P.S. FORM 2 TO ,RICHARD HUDSON & ASSOC ;;1NC. Consulting Engineers 1605 12th Avenue Suite 18 SEATTLE, WASHINGTON 98122 (206) 324-6160 lY.... -..Or ..._...IUKJI,L.A_ ('Zoe,..........__ 6O UIHaN I G iC. DATE r /OD NO, PROJECT t.00l,1 ION %KvJI LA ,WN111 ouLamKp .i'`xwi_LR_.... _._........__.tAM .._..._i. gl. g8. THE FOLLOWING WAS NOTED: at _ . AM at ) . �jt 1'j ----4? 1 L� i PLC:,` ;qv*" OPT. 1416 A6 To CAN hM___.I_N.�:.--- t.Nt_ -_ - -- r.__....n1 �.1c.�' t?-Koscu.. -- vJAS._.._._._IK areb_ ... _ uesD-.Yl _,._041'0, c .� 1.14H _ - -, ..._ q16 _ �11 .._ _ _s J PAS .... i unlp 1b Go M PL'Y _ .- _ ..in1._I + r SQUARE FOOTAGE /OCCUPANCY LOAD INFORMATION Control # 02q Tenant t411,0 f(Ri Floor # I USE SQUARE FOOTAGE OCC GROUP OCC LOAD es-WU r2 8(p5 13 -a aq Lucutil at,oi 30 5q i3--z r ?> 13 (Limaii; (ochm, 1saa' occivad TOTAL Floor # r e- Zo-t'U ✓u' USE a ettPu TOTAL (.05R 14 q:2-- SQUARE FOOTAGE OCC GROUP OCC LOAD 51-i CP 027 /3 - � MGEMSIMBISEESEiakni 32 6-q C3 oo-a tic ?) TO. { CASCADE TESTING. LABORATORY, INC. TESTING & INSPECTIOr N / ENGINEEFRS %GEOLOGISTS 12919 N.E. 126r (.. ∎, PLACE HY KIRKLAND, WASHINGTON 98034 (2061823.9800 EVERETT 12061 259-0817 y It.1 � BUILUNK I OE PI. a L4t1 1 g /4.B, Con5i. Co, PO. Qo,x 11611 ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA AL.. SEE FIELD Mc/ Ike REPORT No. ._l1 30342 No. DATE lU -2O/ CERT. NO. gig - G / jnc, . PROJECATI �l6P� weS± Seal LOCATION //�� l4I6'D IJ 1 - t-e ve. . Ave. ` r BLDG. PERMIT NO. 4111 Fi OWNER TEMP y l v.kk.z/kL4 AT AM AT PM WEATHER 5(.41A J ENGINEER !1�� R I4udsc ARCHITECT 0. Ice h /e C.A. 1956 CONTRACTOR ili 6 00,.57' i-Gao WATER TRUCK SAMPLED 0501 TRUCK TICKET No. 532 / TIME SLUMP %AIR UNIT WEIGHT YEILD CEMENT FACTOR TEMP. CONC AIR 1.06 y" 7 C.A. 1956 Sl s� i-Gao WATER 1152_ 1 1- l 1 11 -,--1 TOTAL i I -i L 6 1 (.014i ci_ 5 58cZ1� 11 '''S COMPRESSIVE STRENGTH BATCH DATA FOR 1 CU. YARD DATE MADE DESIGN WEIGHTS 90 MOIST ADJUSTED WEIGHTS CEMENT 5' 7 STRENGTH PSI SET No. FA. /.2 O s 0---2:1 7 C.A. 1956 L'...%\(..5, L3 i-Gao WATER 1152_ 1 1- l 1 11 -,--1 TOTAL i I -i L 6 1 (.014i ci_ CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET No. ,161 '0-20 s 0---2:1 7 6y/2 L'...%\(..5, L3 i-Gao 1152_ 1 1- l 1 11 -,--1 2 V 24S i I -i L 6 1 (.014i ci_ 5 58cZ1� 11 '''S PRODUCERS: CONCRETE S 1 2Ne wa y AEA Z . CV ADMIX CEMENT CAC 12 IE CU. YARDS PLACED DESIGN STRENGTH 300 PLACEMENT AREA & NOTES COPICS TO: 1'Y� ' ✓� " N5 — D K. 1-6D ZLp W -2. INSPECTOR: SIGNED: Suit kyAdzILL 13-F ) , - Tot Did P1a Dern :Stir Oth Oth TOT '-..,,,glq-..`4i.T.',,..',',,,•:',--2.,::'..-:".' - -. .,. : ::',.=:t.,,'..:,4 , /BUILDING ruc ura ...:,:... n: 4 " " . .:Per ..'.fetter dated: :.:''; Z Zoning; EMI1#'( Work to be done) -. -- Site Address C� �.� ►- aY ' Sui e # ,Tenant Gf , w, Q(j)AJ Building Use Property Owner D7,f:Q Assessors Account # (A), 6tLido Phone # 76P4t780 Address j7i11 ,//�� zip cle��g Contractor (/),6 (/),6 �1 C � "7'ZC �'7 Phone �j # 5 ? 7 l Address % (7 3. � q4»7( : 713)Q FOR BUILDING PERMIT ONLY , 6 728-- 9797 Sq. Ft. 1st F1. 2n F1. 3rd F1. Off1ceWarehoui Retail Other' Occ: x711 �P -2 Loads J Total Fire Protection: 1g Sprinklers Type of Construction. ,.V U, Frees sq. ft. @ 1st F1.. f sq. ft. @ 2nd F1. a sq. ft. @ other $ sq. ft. @ other $_ Total Valuation of Construction Bldg. Permit Fee . P..l an ..Check Fee DeMOlition O $urcharge's Other Detectors Othe • Receipt # Receipt #t Receipt #► Receipt # Receipt # r TOTAL ,Receipt #� lr�u�`' fl1Q2,55l) y�'1, 5a $S354' 000 $ '7; a $C2StZ S .. DEPARTMENT TRACKING COMMENTS ruc ura n: u BUILDING on n9 et ac s: , Existing number of parking sta-TTs- PLANNING i Required miler of parking stalls ' ✓ �� .�c,rA _ C a ril 1 r1 nt.� of SM P Nos ('7':6r .% .LC''�a!! e �c 011117/Pr. • er etter gated 1 Approved plan dated ) 4 . , 1 104= r if .' r 5 / f CITY OF TUKWILA Building Divisio 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 , 7q,ot vc6c7q BUILDING PERMIT APPLICATION (Please Print) Control # '3 Vqu Valuation Plan Check Fee Receipt # Describe work to be done G or,a• r�.e�o'- 042 AL rtt w 444:i c c b 1o5 4 tug VAggliocloet Site Address Suite # Tenant Assessors Account # Valuation of Construction 385-7c00.5""-- Building Use 0;4;;,...t. wafr..Q,Lo t' Type of Construction 3E7— 0 Occ. Group 13 —Z.. Grading: Fill cubic yards Cut cubic yards Property Owner N.W. Cj .4.,R f $ I"4.. Phone # 74. 2— 94' 8o Address ?jell 4.6e. G'loU.tvei+t1.� 17k- 8 —8 Zip qe' Applicant 5 4,,. �C. Phone # Address Zip Architect /Engineer pavi•I k..t !. . , Address 1/ 3 2- 1 S ¢- 1Qvla,. • ''''S !I '2.— Phone# 72-e- .9 797 Contractor LJd+ G (IoS.S.• zip .■25,/o1 License # Phone # Address Zip I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. Applicant /Authorized Agent (signature) 42_1) (2,...12412sel Date (print name) A L0. h A y/9 tovLia• Contact Person (please Print) A 1ct.H 4 y r'SfY$A Phone # 72.8 —97 f 7 (8/85) t304(WCQ.out, -2u1 -10 vilcataidt. t /S6 CITY OF TLWILA Central Permit System Control No. e�4' Permit No. titll i! <-1D/ "1-6(q/ Y's FINAL APPROVAL FORM TO: ❑ Building ❑ Planning Public Works ❑ Fire Dept. ❑ Police ❑ Parks/Recreation Project Name u/'1Or f 7`tr, /) Address Moor) 7» 1 rfi,t.r /Y.t.if au a- Type of Permit(s) 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. This project is NOT approved by this department; the following corrections are necessary: ( ) ,; ) 1" . ) / `; / ..r 1 .L. ,I . 11 i -of () Fife. iUl)() Rl.I-- 1- 13:7 -. (v ( ) kkCt o ..1 1 (-)C3 1.1 "l 1 S - 8 (a () QQY-6.l1-)(4 `,r2-//3-86 L1 (tii M/Jrrl E. -f ) - (P () P(I:bliG .5fr)rrn ,,t -i /0 -8 & O '.,U .Jj1 55,5-116-5,& .., () �- :1(<) ,i:)a(a (.t,0 ; (AA./ a ',) I -y)roo 5 9- 6i-O�rr) lJ n , {�{ () ./.20 rC r l (. r.l..f .ti /. t_.v., -)eci 0-pPd. vo ?lie ci ? O '� ( ) 13 )Y) 4 fr (Q.) 19(`'.44q 1elf 6.51)(,/ Authorized Signature Date This project is approved by this department: i 1(1 t Authorized Signature 1 1 Date CPS Form 3 ,1!1' it, till 1 if Imo City of Tukwila Fire Department Gary VanDusen Mayor Building Official City of Tukwila Control #85 -294 Hubert H. Crawley Fire Chief April 28, 1986 Re: Northwest Seals - 6470 South 14 th Street Dear Sir: The attached set of building plans have been reviewed by ,The Fire Prevention Bureau and are acceptable with the ,following concerns: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 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 installedat required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 �1i1l 111.1111`l1Hip.1111111111111 -IIII III I1��.0� 1 iliiil it I lilt( iIIflihfll inil1tll in) till l 144 , f15 IIl1 lill,i liili I City of Tukwila Fire Depcxtmetar Gary VanDusen Mayor 2 Hubert H. Crawley Fire Chief contrasting color with the surro ding ea an shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) 3. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) Local UL Central Station Supervision is required per UFC 10.310. 4. Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) 5. Fire hydrants are required as detailed in City Ordinance #729. 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) 6. 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) 7. Each circuit breaker shall b' 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. 8. 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) (14600 Interurban Avenue South if South 147th Street is vacated) 9. Fire lane designation required per City Ordinance #1110 and Uniform Fire Code Section 10.207. 10. All hydrants'and all surface access roads shall be installed and made serviceable prior to and during the time City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 I 6 a. L'.1- 1111,111 liiI j'l'i'j'i�'i1I!1-( jII II 2i iil it it liil� 11811 it;Ti ti li III IIC IAl iHl IAH 1 1111111111111H 1 i�1[1111' I jt =;1l1tlt1t1t1! t1tl!!!1l1'1' City of Tukwila Fire Dpa eqi rutfb a ,er t Gary VanDusen Mayor Hubert H. Crawley Fire Chief of construction (UFC 10.301) BUILDING DEPARTMENT NOTE. Second exit required from the first floor north office area. Yours truly, OA, The Tukwila Fire Prevention Bureau cc: T.F.D. File slj City of Tukwila Fire Departrm nt, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 21CL / tt 11 :lei hill 1j ltf L ITS it,1; t; rriurittlrn ttlf(tti1(1113111.11ti y I ,:11� *� 13 .� 14 i tiliiiiiii tiiiIMini Iiitf iiii tflf, iifi�itii tiilliill iu,Iuil I r,: ....f:e•.%'+r..sx s .�, �.°3e Yr �-. rr r�'�`:u'''�YS. , • / PROPD'ep NEW 124 4) WATOR MAIN • / ExAGT LOCATION TO VE v ER 11=1 6 PER GrI't op TUKYvlt.A 1 EOG1E OF ExlvrIc+ AePH4LT PAvINGA (APpRoX . ) 11.1E nr r 1 ZONEt, AA • I (LIGIHT INIPU6TSIAL ) N a22' 3>;'" w �-- .�L,aNpgG � � • M�f,c) 1 i� PTOw.M.), Co ter. .4 NOTE: a TENT OF 61RAPE ,4,Nta PILL PM GONSTRUGT;ON Ao,:A NT TO GREEN RIVE1k '.AFC 6994.214 Fj,,614 14vi9 614.eLre-H k/i/De.A2 pr-I Pot2-ro al rzPi /Y eay.� 1-&W IrE \ \ vvid moo ream I Si HD lh"' Zf, P1 74 (4-126.0x. icer,LI'`) i IC ' &S. - I-16V HIprzM Aav c�lr�t�• ��� U' ,NOTE: PUMPS-MR TO 'E MAINTAINEv INotoe wAR E HOUSC AREA. '' TYPE* A 4 .0' pa rfr4 1-4\v GuI.vaz-t r?Oh'i 10 NCa &WIrr />r7F11. i , I rte'' - , t4r7 LLl. _ \t'ITV II r (I'VIAMe%I.I \Y J2 t tM IoM \Vs' /t2 11-rtmueot,1 1 .to 1-11177.444-t. riL it Wzg7 M611-11 (v iI~( Ira -id lit PFQ'ta), p I t'vQ fi21 �1k t.61Z I i6e IA•19 IN G,r %riY166., I1 G>s bU. \/.bI,vI IJCA , ft 4779.1(4 b44f7 / 7( \v rirl bbL. ('rri C -rum/I L-i,b U IeIll t;.rV, '22.coIJ G. G. 122.311 (5 G) ® IZ2.3"1!T Vv, 21.411 _ lCia61 1-2).-6-71 TYPE Ir•/V(1 21 1, V i ,011,11)' 21.5 GA t L) LANI2e. sPING, I REQ - - ---- e T ! G ry.620, /-' �-M 0119 o, r 21 " w 1412 (Te /AA w.m.) /� IS. 14'1 �T4 0 T Ei~T i2 .10 114rfzu1zr 1 ti 1141..11, I I:IG, #N19010C -1 'I ' 41,,w7" IJ" b,G, ain 4" aam -iat2 izerkAi14 cJ I2. 171N C}f7 -bYEI� FN/10c1 EST 0,0 QOM Yi Nc; N •' ' Ur2 I % 1z41r1 r Ue N to ' j' . V 4 i r wtli,14 Oat /2,) rrn CuP /Gu1tari...+ 12Wbu4 ue71'G4U -frr - -j IZ 2NvN -rte kfote bt f' ) i-i 152 Port›; V Gt.-t Fp'6.,• aim • a ac "e7H � Put.' eiCZii`!I Mu, Veatnec2 (t I' *" ) - t,FF' (✓'7CIo"j'II.ICa I2.60' P, •1brEe k4'1714PLIt W ,4 /0 -ro Mb'iGN luJfi1NU ?bv 1=‘7 0601-11r40:7 IIPEN�I -i mAKK \ (1 x01°1.23 ' IKa, G GrTY OF TUi�WI L # 124TUM ) • /y' ■ witsiu IJ 14-11f', • 9 W GIB Ia9 li,li1140GI ZONED c; - 2 (more) 1.2? 4,11-16(...16 -'\V ( C.6gtm2) et k=+iYa G� t-OY nJ r-f•, Ta tom.1- M' �i l,'(1; e -EtaGE +7F EXIST'Gt ASPHALT PAVING (APPROX.) 00\01-6e P-/fiGla. 1/ , To P I r ''1 ' LLW CIz6AE44 NOTES : (GONTINUEr, FROM ,' PXVE RIGHT) () f RPpotecs NEW FIRE e• `fORANT • EXACT LOCATION TO I.E ® *OLIO LINE ✓EPINEe Eta%IE OP EXIOTINGi PAVEMENT . 01 *HAaEr' Al2EAr2 INC'ICiATE NEW PAYING+ . ALL NEW pAVINCi SHALL P7E r?C-SI1NED FOR poorrIVC- 17 AINacIE To AN APPROVEt, *TORM 17fZAINA+GE SYSTEM 1 GOORt71NATEo wrrH ExIsTINcii taw, PROPOSE® sugpAae . wf•teRE Aprowc/Af5LE , NEw pavIMGI To fy! P Tt-IEREtv INTO EXIOTINGI ' LJRFAGES • ( ExAGT Gtrcirl:✓Es3 FOR ALL OFF• :31TE IMPIFOVMM.\ENT6 TO PPE t7ETERMI NED ) . ALL OFF• Sfi E IMPIROVEMENTe `JHASL PEE APPROVEIc, 13Y TAE Grrr OF T.IKWILA ( PLANNI•ii ANL, I°'UVLIG wORfc,b vepl•. a). 10 ''tTE AG0E55 FROM INTERURDAN AvE . 5. (THRoUG+H v0' R.O.W. ) 17S IAN TO PEE 60OI.2 tATEO WITH I°ROP0Et, IMPROVEMENT', PO/K INTERLJIZI ANI AVE. PIcOVISION TG' P E MAIaE 1604 SI!vEWALK, Gules7 ANt2 oluTjER TER CITY APPROVAL. A 'rANVARI ) . G1RAP11.1•1 ANra PRAINAG,E [PER MOTE of Apove 0 AranrrlONAL pAvINr.1 At7iAriENT TO ENTRY DRIVE : DEIGN 'TV PaE GOORDINATEs7 Willi Gf y ( Folic AGGE36 TO ANP DEVELOP/NWT OF PEDESTRIAH TRAIL. TO I .IVEfe.) . GleAtalNi >A,N►v PSAINA.GIE pail MOTE °I Af5OvE • 12 APoITIONAL. PAVft i ALONG+ / WITHIN 5. 141714 STREET R.O.w. PE •'ieiiN 'T17 Da GOORDINATEl7 W ri'F} GIT•' OF 'TUKWIL' ANI7 KtNci G0, REgUI ReMENTS FOR pEI'EeTRIAN TRr 1L / MAINTEN,A,Ne.e ROMP. G1RAtaINGt AN t?KAII.1A616 PER NOTE 01 Af70VE . DETERMINEt7. SCALE 1 "s CO NORTH may .f- .:,4•':t` R RIB Irtie 11T. /. ,i diatimir re"- •• Mt; „ti, LEGAL sc# l tcrION LOTS 211 22, 23 IN P�LOGK A5 PER PLAT REGORcEc IN OF KING GAJNTY ; 51TUATE STATE OF W,45i"1 I.l GITON \ \\;�`ti, CONTOUR EL. 101. i (ExIST'G 100 YR. FL00P EL.) \ \\ \ \\ \(GONTQuR E.L, L1.3 = FuiuR,E 100 �'F.. FLO!'D L. OGATION 'Tv PEE GIITERMINEV) \� \ \NOTE \ \+MATER LINE RIVE}Z LEVEL, EL. 3.0 \\ • \ DFo:!NAGIS TO NEW STORK\ 12KAII-1.441E �a 5. 1H GT . LINE AND RIVES vlee- HAgcie ON PEIc AroLIGAPPLE Vl'ANDAIRve. NOTES : LINE OF 'RIVER ENVIKONMENT ZONE' OETEMM iNer, DY A L►NE 1ANG+ENT To 2 POlt•r ('A fb ) +v MIS M4H. W.M. WHICH I•r7ENT PURTHEIST INTO THE SITE • A 30' EASEMENT 'HALL. f'.78 G0NTAINEc WITHIN THE RIVER EI.V. ZONE Fag GOGNTY RIVER rANiG MAINTENANC' AND 075ERVA 10N. A 14' WIt7 GRAVEL (OR IaETI'r:R) P�TH wrrHlN THE EEME N T S HALL i) R VE A MAINTENANC E �Z AL HgQOL 'G • 1 Y =OCu, YT ) ION A4 . PenESTRIAN PAi((ft i AREA : 2" A6PHALTIG pAViNG+ a/ EX• Tl�ur�Era r.DMG. GuK;6A , ✓ e�uMPER 6't>ir66 • T1'P. PARKU4 4 yT ALL, : 6TAIJ AfR2 x 10I, O' COMPACT . Icv.O' HA, f 12.05' ' x x 1�►. D' * Z. oYERHANs- ING�L0E:7 •!c ;.� EXl6TING erRUcTufse (DAgI4ED LINES) "TV P>>r K EM 0VE D . r'r•E LI6i'4T$NC.r FIxTURC'ra : TYPE 'A' • WALL MW MTL FIALI K?� w/ OFp • SarrE GuT•OPF TYPE lei • WALL mro IHGANDESGENT W/ oF•OITE GLJT•0191 TYPE 'G' • PGLE MT'2 , TL HALIoE W/ ar • 6frE GUT• OPP NOTeS GONTINUEt? LOWER LEFT CONTOUR EL. 1C'.' MEAN HIGH W 'TER MARK+ (M.H.W.M•) C 9 Ho OF HILLMAN'S oEATLE GIARPE N TI?A6T3 VOLUME I I OF FaLATe ON PAGC- 24 , REGORot IN 1'NE GITY OF 'TUKWILA , COUNT'( OF I<IN I E!.IEN ORAL. I N FORMATION T1'PE GF: FACILITY = NEW OFFICE / wAR6f -fOu5E Gorno : bU I LDI NG G©PE(6) ZONING ORtaf NANGE LANG USE Z ON E G■NSTRUOTIOha TYPE() 0G6LIFAN,71 Gr R O LJ P (S) erPRINKLER Idol AREA COMPUTATIONS pINGI ROUND FLOOR WAREHOUSE ROUND FLOOR OFFIGE(S) TAL-mtcOUN0 FLOOR NO FLOOR UNFIN. OFFICE( *) FLOOR OFFi a(o) AREHO1.15E MEZZANINE T'TAL•2 40 FLOOR FILE COPY Gf I understand that the Plan Check approvals are subject to errors and omissions and approval of T plans does no( authorize the vio.3tic:1 cf any 2 adopted code or ordinance. >. s of contractor' copy of approv ; s ac owledg -• . ,� By 9 - T TA NGt tz 1100." K.f ss r WO•‘..¢son Meowel tart Mc CAN HUGHI s w7• SI' Cm VIGINIT'i MAP 6■ALE I /2 ' = I MILE 11 �: 1 �'� 14 - 15 ,IItInI, 111flitfIi 1(III)1 °ri)Itilf tlllIlllf tllililn 11i1111fi11i111�Ili,IIIIhIlI II(i i'iil 11611111 [lil�tlll IIIIIIIIt Illllllt! onion NORTH Permit No PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY _M_,_.t.- SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, OMISSIONS AND INCONSISTENCIES. DATE IN &'BY -S DATE OUT ZW MAHAN & SMITH, INC. <aa�9vtiia Nei ei PILE AREA W4RE IOuSE AREA TOTAL REquIREP TOTAL. PROM oEP STA N t'A R P GaMPAGT HA N I:7 I GA IPPE o IN•i= LAN taee∎A pI N GI : REQUIREI, (SHOWN ) RIVER ENV I RQNMENT ZONE TOTAL LANoeci ,PING IolP02 U P,C TUI<WILA ZONINGt GOOF (101V2) C/-2 (REGI ZONAL RETAIL. I3UINE4b) v• N P+•2 FULLY AREA (*Q. FT.) , cP5P?. -15 2 , 2i'n5. 12 0,523. f0'1 1,150.0 11x ,.0 5440, 0 12541. 0 01,iez. e'-i OF SITE 25.04Q/ UU MBER MAY 29 1986 CITY w,rliF1 PLANNING DEPT 17. 1'2 P. i 271/0/0100 00 = 14 GTA L L4c g 4 *TA LL3 ie 6TALLe CITY OF TUKWfILA. I� �TALLJ APPROVED I , TALL' ', 'TALL�' 1 STALL / Au G 5 1986 a5 NUM) 0,1511.7I.0 es. we/. 2 , 115.0 (o441. u3 ) 121 141. c3 BOLD NG DiV15$ON 10.42'1. (24.12°/o) 24.0It'i° 401.10% TOTAL SITE ARI A 20 1055.0 t 100.0 4 • 4 zoi-1a12 Ad- I OA i-rr 11,1 Pu -1-14 --------------------- pou*Ab-6 PIIL 6toc:t2o.:2.60217;te, cc-To 4 a46.'&1- Fis 12- e Wk., -.4 '9 \-"----C-\------L,1 \ •, ■ \. • 1 - , \ . / ......_................._. ---V. . ; • • 1 . \ - 15 ...9rT ari&wWg:f e;051b KI I \e•-f \ 24) COMPAT0K.g(401,t 6igitove. 1\1, Nor. 4 eAt-ow kIC1 l'aUS gewlaiN Do: ---- 1 Cooisel rober 6TRA,vvoslz 'Mee. Jti,12.24., t?;, 016r2,14.E;50 AS Lrals- A P.-E- .\ ‘212.,,,ATAAAVeiSipretieet.1.19 resezV • \\ • • le00 1 ( UMW SNVIIRONMONT ) I41004 IMPAciT' t-PItoPEKTY fSAP11T L'He TOP OP 61.1 LOW IMA1 eNvirtotoANNT 4.0 ' --MF4C-1-3-144.17-K %NOM IINVIXON/AlliNT N. PIA. TO INTOKUKIlbAN MOLE AVE. tO ' PKOPEKTY 1..114a -Op' .11 0 PIN. PLR. L. it3.5 mlloolm10•1•mnI111411111.18■111.110.11MOMMIn it db. fe r'01 CIFAtolt efour.trr mAihrrelomos ;tom) • pfrf r0024Y11%1AN -MAIL nqUiFISQ) OITE 0140KEL,INe FoKOP,ILE In D - frecarmestormalstregoroaremesor ceALL ILAVATION, gaireIRENC420 giONOH MARK TOr OP ft.K. (*PIKS 'EL.f141.it OM 'TUKWILA 0NruM) LOCA1110 14'7 TN lyr • A ts'rrtaX. tt. WeeT f. Ole LILO AVII. INCH 2. . 100 YR. PLOD!, LINS MINIM) ISLt 10.,1 • —ISAIAH WON WATIR mAKIK WATalt LIND* - • IF Si.; $.0 * vett oPt tiLIPLVIrt 1' , H CM ,1 finlliffltiftt . , , 1-1 , !Otto immil ViliTI 11141111 1111111111 4,a A71---rFi .ST Er I _2-01•16 t7 C". 1 6-1-Aeli-4o124.1 sLIN/Ibbc. oc..--101. keiapLe. N N 12-0AV 6\i' - - _ __arl-le12-S ,.........._ _ \ - _ --', \ \ ' czy 'z s '9 __LA4_3b112,5C,AP 11 C R 1 5VELOINE_QT PThL Jo 4F-1 1\41:,2-16h‘P5 42,17.6 12 (KVA f•-aiith‘ •AVE, RU 5Ru m-Vc,17-eper. i :iipUcT cr.& 3. _ _ ______--__ E1.1 PaT'SUzi-i-A--__-01 ecil-Lesh- ___17-1?%1Al.e15-"rfPriL-.: •6 IX 04 1-1).6:ne.L6T15 51-412.LW (40 . • Al2. L.111.116 UNIE00 co 126 e.mN - - G14, I--rtt 54446 LA-0)J _ _ 1,46- HO QUIOL1UV 1 ati 111c-TA- (500 ccrjtLiEAGTEP.._:NeiZrzpa-rir!r1_Lt;UNel _ ;7. - 12.6,gn4 E.Kpc4E;Glas''TtzlctAlvl 1,PTA). ;COW VI OW NAN/IL Log./ p-mt, tvlaeLs 15Hog.E- pTKIE _ - ,5WA-F-Aag,14_ sUIN/14.4.. smsep twcyl, wILLow_ 11 60 mpfAer 2AW 5eft-12,'T C�m pAcr oPte4 0}--) c 124',Pg )zcsK,sruk.e GC! o 14666TEe. ;%417 Ki I vy MTN OP WASHINGTON OIEGISTER1D 0SCAP A Hi 1, -_11X4KZ Tgasie6 "AI.L.Lri.44111i7----.4.12..E44 'TO -- elL11.61-1 4rrEe.. lothK-zri •s, •pV 1.414pe 44410 Ke.147%.- db'4i5r0IYI Oc;/11t)4 �F t1.0126e gouNP. tiles Pcf‘ grzs ) COWL _41t7 t7erntminia, 4 AA": MoKu:pt.,: L4Krriw61 .6 - ($144kr E 1,45tS 4WD_ P4R.K1 WCri 512,,Eg N 1.4)) 10 SE. -:Przuov -i1,4 4101 12,ivEL V4V1120tih(1E4r 2.01.11E, M 12464.1Itteo WH514 actli.NT or 6irti4 11.161 Am, R9E., PiKreiLIQP 12.1.' AND tiM#4K H46 15g5K1 ktti,LIZ..412 CARL J. TT SCtIt Cortificato 9,83 512a/C04 .0.111.0K1 ',1`441--2" _04-5 e)4.. . le3eIrtb &1?-41.4.1cH .6pEceme,k1 I Y2: p62. rs'ao " C4N1Z. N.1512, II L. C-01..,ITA-N) E 1-11(4.6L 14 Ea. 1 C.1.4L.. CoOt•Tryki 6AL C6Alta 02„ 6-MK e CITY OF TUKWILA APPROVED AUG 5 1986 a AS NOTED 5IVISION N.teloo 6051-11•1 Fop- rEgrliT t z.z '4Nyw\\\ \ \w\,k IM. 1 0 5/A -4 5P1'[I uKL-EP- i 5.E - G R. 0 U N li 261- 1111 E.A. S 2E. PA!UTF_'p .6 x .t« ' 8' e.9. \1•0V7 •r M. \\\ \ NN _. ■ \'�'/ 104 .3 '. 4 y2' 1 2'11- I 1 %Z u • 7 -10170 / 4 -0 0-0172-1=-7—ii-A;77;---A----Tier: / 7- 1072,1 t''r TAI IZ NQ. 2 2E<J'rtQN 'L , 4.A • b. ta u po F VMS tF' t.4•VAATI01-4 --- --f (1)wAQEHOU'E —r- U TAI !Z ( t'/2" d, 'ffL FIPE ILING ts& 4EGT!GN , — — .1 A• b . -- .q "v4 MEZZ ct v- A " 1--T. ra. G0L'6. • ' E !�7 rep. w 4ERF gHPWN 11 1- 4''/4°0\ --- MEZZAHINE FLK. ABOVE y'a' 41•/v. 3p tap $ H "P S►'I '`' "'CC 2 x Ac. AWN/E- -._i Go' F. G. - 1 6;i SHIrPI ` G1 0 g;:: -E 1 N Gt 1 , 20 fC ; 1 i i 111 STDRAG1 Z- (- 1 Coll w/ also _hTlor1 I CO --- A sP4e4Eg SIM GOAAPUT1 \ KO OM T. 6. GAs... NI.0 LUNGH 9.00/A �+ f, ♦ 12bL. 0.0. bgRVIG8 9i11$— T. s. CO- • Lot.. O; m rZI FL 0O R P L,a N �- f .JAM / GAEI% P: J L.tG 1 _ 0 I .11 81_411 421 -I " 13u (11011 V Ref` 13 D. - GOUNTCI�♦ W/OINK 14144- 45/V 11 0 A 1" 131 -4" 4- 96'®VI'1'- 5'4'2 "•514" 4' -02 1011 I i It ZKd 5T•Jp 10 VESTI ULL'. N. 00 4 ' in 1p1 –*t711 4 oto 110 1 1 1 i 7 m T. O.GOL. Cw ,k/EeTIvuI.E MNIS ,C.K. ' GOUNTSX. V r- I 1.! 14T. UP T MATE - - -- �l t1 WILL. GALL Ala A.� WALL • 17'4' 121 -0t1 M.Q. !4. b. X11 1 •ALL -� 4°I'AIR , .r .r g ruurf �;7�I1 �■�3111�'rrrr. 101 , ENTRY ig • A bO VE "g 11 MIN 41• ,4 • T. ¢ 111/2" s 0 - '11/g" 41jq," TOP, EA. RUN 241-011 1341 -q11 LiI 4 ol 1_fvl1 241- 1 211 -ON j 101 A -3 x4y e Ifa�OG. \ ASk VSP SIM 109 AFFIGa • BALES 4 - t:; pwvi d . . TYP. `NH ORE *MOWN 104'11 ,764 /4" 10 1- -13/4" 4 cquAL OIMGEO 411 I AEk 141 - 0 %4" M.O. v1L411 201.0" mew .rr..w.�w1o.�. .<0 . al.t. 6tL.A2'4I1Ge 41- 1.31 -4 t- -E1) IN Dodoef. . NOWtR% aNC,1004U VMILI. 1 44' C', .444 WHICH riei -1 Q134. Sira1 �" 44 2, A:.1. (At-424-16 WHose• v .'f ; AL EED 1Z I1CHg$ Ito IMr -.1..1 oF" M`Ii''115t1 Ft le vMI.t. q giar :.'4'w' G1LA WHICH M1 er ' �R.c,. l' r1P R� # 54 - milli dilri 40111111 HiIIiri l.l!IIIlIII IIIEIII11 ii lllil 51- a SIM. ■ . COL. • OD" 4 EQUAL. orAG85 1 L111166i1 v1 -0 'co i -10" 1 1 -01' 11.44" 4 ♦ \ 0 \Ze % A -to x•x O 43 6", 1/ 7) J /_7 `s -2.7 4- 12. � Sl :/ -at. °> 447 CITY OF TUKWitA APPROVED AUG 5 1986 AS NOTED BUILDING 1v1�," ON—.- 1 1(r7L0 l r Goff 20ra UNFINI£�HEP OFFICE, pAGE 51M. o uA:, IIDELOw - to ">"rup tc 11.• , w, '� i+- r5ut4T�pkJ. T. e. 441,. o, '7L4SCO 41-47t ¶ EEL ry TIZP y,-T"ut7 0. G. f I u _ 8' 611a7WALL dl HALL _ t7PU Z• 4 '!t: 16E4ie Il' ` (i.:ri an ZO Q FIGS \ - \'\ , \- \ 00\• c; CrfR et, przal 2011r.apt 1a triovr cve Gqu,Jy i w• PlV4" 1%4" 42 I -1)° eel um- opA 4i ; 24 I -0 u 2o1,19'.tM 1'- 0 101/4i1 3 E.o.epAose I p,- co 20' -4 -- 101 -1011 HO P L O O Ise L A N I. ALL GLAZING IH9TAL-L A iii D WiI,1P ps um!? O,L 4„y �Y<~`It .ri �� � i?I'°IGLa4UQ4'►4 'C, vim. SUMO, � z• ALA- GLAZ1N -;, Wp-f0e. v �' telDare. r5 w r i I or NS1 � fix. ��Pili1G�4 a WI iH I - 18 QPIGH eS Qps tsit it ti t� v.�, ��I� 'r' WHI MET u . wadi. hill i lllii Iiilhnl iii :1111 Iliif nl Il�lllii ,7w...sj► rtrs; ,n -0u CITY OF TUKW'ILA APPROVED AUG 5 1986 .... j� NJ ,vIJ,Lu ET I T NG DIVISION MEGHA'1I6AL LJHr1 ) • TYPIG14L 3 PLAEQ,�, *URROUND w/ 4 14/10E, GAP WALKWAY. VEKIFI' S1ZE LOCATION w/ t7WGl5. PROVIr'E ADEQUATE GLEAaAt4 ' FROM STRUGT• port. ALL SUPPLY ANC) RETUFN CJLIGT 1 NGi • /-9-• ! a or s TYPICAL 1. - L_ J l LT • LP R•oap'c! ON R IM I P OVER PLY OOP PECKING+ • 4°x Of TIT 1GA1.. vesIFY AN la LOG YLIG raKYLIGIHTO PLAC46 • 17.E I TYPE 1 OKIt=!-3T low PRIOR To core DU LATI O N P1GAL ION UOTI ON . ---- PRE•FINI HEp SH. /ML. ROOF. w/ OTAN !Nu °SEAMS 'TYPICAL HERE 6HOWN CiENEKAL NOTEb 4. TOP GI= PARAPET ELEVATION : t2b.125' A. I'. MIN. 'ARAPET HT. DON'T'• ) 2. ETI- -' INDIO-ATE6 THE VERTICAL DESTANGE (IN PONT) 1$1410M nig TOP 0P PAAAPE T TO 1�E Tory of= AOOP, pE& INGi (pLYwoop) AESSLEME ;gP o pAtca eT ^ 0. 001. 3. ROOa'G4 C,ON•t•IA!/�0K To OR1GK5•r IROOI� 4a ItL+Q!E'� Pork E I'�IVe ta AlNaal'E (� MEGHAN. UNIi'S SKYLI(4 Tl, ROOF A1.GE� HAT'H1 AiiD Atit, o HEAL ROOF PENETRATIONO. 4. PiNio4 AE.L ROBE= 'I'IOr m001401. UNITE 001 -OR• ' ' , 1 Ft.IRNIBH APPItOvE 51(.11•T 6GIQEEN(9) AS REQ'p. ROOF PLAN 1 /1:01': 1 0' woop 171 • I'10Lt0 LOL vERSP MOLL-OW WOOIa S.G. 0 w00a 0.a w/ ICEI.ITE ''TL SI;GTIO AL ovERHEAp (Irl3UL4TI;D� w/ 6E..LITEtri woos wi KE 46. RECITE MOP ALUM. HOLLOW MIL . etrOREPRONT PIPE RAILINI o ITT _____ -- 1 11 VARIts°s T 4 V+11, as 6,v4" OPMN'GI i'JM. ir(. EA410E• gE3?"X11 WHE HnR • A5 REQ'lP H•M. FRAME • TYP ( RATEP WHEFE; REQ'1% r • $ 4;1 ON r opt I:tetra NIP ati.Noi. 141214 • 4t A• 5 occurrart 4 P.O. • paiwrao ( e4Lor. 141 0 IfV) LINE beyoNt2 • TV'. -1. 1• 1 rtti a t1111 1 i i 11 1 iI 1111ffilll1l ' i rn ll i Iprit I Ill Put l II :oilIls M Iv I ,pLIT K I V Clki■ U • PAINTS 0 (cvLo. 1 1) lI Ag , h 1 i ___ .- IMMMI1WHMMUni A111himlifi Mi -------- IT • p:AGist2 /s/.% Li • PA INTEP (ot.og A' )- r -- WALL. WU N'T'Et7 Fix•UKE • •T•fre ' 1cA..44:v Vt0P., fi.11.t159(Cctki4. 0/•,) Aro?. faLg FIN. Oi 'RAPE I AHT D$. MAIM - ri4 twit ( GOLaPlt - - - &SPAR et int NOI f)r)evilLEr, _ Jit ar) ,i AIN et, (OOLOR ) ALUM. FRAME w/ OIL.AZ Noi • Trs'IcAL t4. *HOPI' rAeOIA w/ OTANPI 1,0.44,■ PRE (00L4R. t2 T 4 g GOPAR eWrialT • oeALec, . S•H t!--earVA • LAN ON PI AO4 WALL /NA• urfret2 LioiHT F1X-rutsE • TYPE 'A ' 41■111.0411. - - --OH. N\TL. r LA514 • P1dHTE2 ( 610Latc ) .tp,zk fravet.ep oft T 01) • AINEt, (COLOR 2') : 0,P L PAPE 'O/AU • PA I ■••7e1P (GOLOR 'A ' r I pi,Acie ar,E • pm t-rre (4.9Lotc't5' NP FLR. f MEZZ. WIPIC. 0 OLOs . GiNP. elm . ON ALUM filgiaMC v/ ft4LJL. OILAz. Noi • TYPiPAL. --OH. MIL.. CANOPY 4. FASCIA v4/ OTANIPI Nei 00/414A0 • PRE • PINIOHEp (OOLOg I PI) ANo T hOFF IT BALEP, EARTH pegisA . l..Ar4PCAPS PeTIL:: ic.-f 0I-1-Ai ko7 ROLL • UP P0Og • pA E (GVLOR. ) 0OUTH B L. EvATIoN - 3 Aey'•"4-/TrAlt.iilfr esitiprzwe. 3 kp 7- A 1•49161)1..., 37t.tiut-ur P.oprioct eNeAt 114-An4frfla.i , ht4Eitt14itai 4 ottauetug.g. Rotrvt v/122:0144 ur 4 4tr p•Lbort L1,14rt cur Vale rve.)ttzuou2e., taio\ww4, rmwr GoLumt.v4 t10 */t4-t- putz2.44 FtV1r12 4.417. 1711'm e9f:e Ott A4■22 41 ■ 41011n. Fkrt -faa,rity Flow etti ?tom isDkA.-ro 4642 rtiftw2 orirt rte„ty, VUele91-'1#0•11 1%), crri -rp Woo 0 • GOILANt..4 h•rVuet. ugriugoiff2 P.e.o wep 7N/N -r kemr2cri,1 IE ("Flifia• 204. oat'w2tfat-7/ kiuer, Gsilm.ar orrice LJ r7 I u Sim 1 U 1--- - 6A46. Otaob •ti/1' omp, Ve•Fr12 ft:* al et/ PIM 0" Ctleoslet. Uot eqa, 01:L. fta/ bt:411120P 1 \------ - vistolpect• 41 wal.4. ' aeoret. ele,.riu..(rim 1 \ / ad,u4uki) #4"ciPtepooturitt7 „... -- etix4L(.4../tope w/mpia. auo 3'040 WI21,FPF-12 W 1L7t ff>gorte., FIL4r04. PAILir•uP VCCT111/..i ---- .44111(4 tst wee, ril>ton4 16ki.M.110141. _ fft...WArrw. 46,10 /74.?r,tiz vp" (ft-cm.ftvoie,) ( 10014101 frrocui.6 ) Ler 10.0 ,ge.J112 4AIL 4 Iftbefokti 12n9e netk iClIr211400t..611c214, rzurt",1417 rkerixi iixLecetea 4 exxr) 4 - tict - "ifietrtel2 y. ND" vi/ FULMIUC.11 I wail/A.1'04401P. tAwt 4$1' OUrt rh":1Lo" 1. ALL Gtutyzu-ici iroT.ALLED IM DoolZ 4- aNcLoo)ra4 rsA #5,ar efY C.70..444 WI-11.H riW-, S1211i040:, GLAZI1-6 \A/I-105 v0V-TICAt- aDeme. R or poor- 01Thriot4 O eo-from elp6re. wiTHIN ie sc) rli-w,t-ipv -Lose2 .54FE-rio f4 Npilr24:;. 5 i4 - z t 1 I I 5. • 5 _ - , „7"- • • r . firtuoth'uiliff Iitt titi 'wino! Weil 1-01111111 mho , . iiuIir ry..soak 3k..p/arl L !I V ATIO N 067 I 111111111111111111 H11111111 11111111111111111 111111 111111111.111111111 1111111 1111111111111111111 f1111.1111 11111111111111111111110111 1111111111MM 111111111 ,IflIuh,II JJI�lflhIuII slimiew Hi mem "HIVIIIII AIM 11111 It en IT • fgAS P ft 0,0E12 GMLJ • PAINTED ccAoLoR 61} ON 111•011•111111.0•11•■••••••■■••••••••■ GMU PAINTED (GOOK 'A' ) -IN. woo WT ELEvATioN4 +Di 1111 1 11 jII illIfil. illugammillmau lilyviiquittriph 1 11 1 1 11 111f 1 1 1 1 101111111114111111111111111011111 • .. r- Pule-up fkor thl ph 1.45H2vera Zoo ktitzel AMO cr ilab\P.-r wiRaStvo 4 Cop 2.11P. tot.14 r152?* a- / IfPg ',14e "%WC)/ \*G. • -I. 4 Robluttee., (320.41. 4 Ottuvr. Or M11 JL MEEL 01;1K. 1 L (417.60 6•40. U2frbt-4 64.oz IttrPfX. CITY OF TUKWILA APPROVED AUG 5 1986 At liuttu BUILDING DIVISION Cam 1,11.t*tixp 4$14 rrialtp frt cella FetaiurAelvvrw 1:410 &Q wat INQuerm.# te,,/m6.6e,,F;t2.111 ofz 41.00/2 tI otoora Avf SIM. TOP OF P.T. It TapoPGMLI P i \.OR RIb!SEt, dLK ILL_ M.O. 4 RIbSEp eLK . D Ft.g . s s EZZ. 4 NP PLR. L GL'G■ 4' N DR r M.O. e,T M.O. C+. FLA. 1 Poor. FTu - -- -SH. MTL. FLh614'G, Crap • FAINT MAX. ,. `. w/ 6TANt'7' ci 9 4MeP (O - 0" O.G. MAX, l'UILT•UP OOF101 (i3•U.A. oveg R 0IG HOU TI5 FLY Wt DatA'G+ tr rfs N t' b. u. R. UP PAR P T 4 o yejs pEraft.). -- 90L412 Vl.c• l 'c4 UNpER Gffitt,NT eTFiP LioaEg PER STRuGT. ✓MU • PAINT COLOR 'A'. —ALUM. FRCgh1E 0/ 1" INSUL. G1L,AZIN4+ SHIM LaULK • TYpioAL. TYPICAL PET'L NO1.TH WALL. WINPowe ; BOTH PL OOrz. . see toLAN1 GLEVATIONIel "CULT. PWCA S . — -+ — -GtYP fib PAINTEp • oV R VARRIER ON 1441!2 INguLSTIot. • '1'YPI <., I L I NT. eI PE ALL t:XT. WA LL..S . 2Nd =LR. r`FCtlM'I w�E�2e OCCURS • SEM '3TRUGT. tPwc, . -- ✓PLlT-PAGED GMU • pAIP.T COLOR 'A' 50LIT• FAGEp1 RIDDED wHElea I•OwN • PAINT COLOR 'P' • SEE eLEVAT!oNs )• 'E STRUGT, away. CONG. PLR. SLAM+ • SEALED (w/ INTC- GIfZ4L COLOR IN SLAV) OVER VAPOR DrARRI ER ON APPKOVED FILL.. RIG I2 INSULATION (GONT.) (y F'EfRIM. Per. C'Ot7E . NOTE : sMOOTH• FAO GMU R30T. 2 GOURc5 • TYPICAL. FINISH ci RApE GONG. FTC+. (cONT) SEE STRUG . DWG1S. EGTI0N TYPICAL. 0 FULL HT GMU • SIMILAR. w/ WINDOW' a NORTH WALL A.5 3/v H ; '- 0'I ( TYPICAL vett.. 1 - 3 ) VARIES • -1 TO" 9HowN FuICREDf FIELD vvgd rY 1 PA I` A PET 11 -0 E GM Li WALL. T!PP'' OF Fe. • TYPIGINL IIA STANn'G+ OEAti; G l0' -O'' O.G. Max . • CAULK ALL PINHQLES 5H. MTL. FlAr+H U GAP PAINT GoL.OR 'G' • GLI{' FRONT SIPE I NAIL w/ Dt1TGHMA N !i K %0(c 51 l9E IAu LK AS !tag I7 • P•T. It. (2 x ) b.u.R. • WiTaNr, up PARAPET *OVER TOP fr- • 00U NTE R F LftI (owNER OPTION ) GMU • PAINT COLOR 'A'. NOTE: Plskto t'ci GAP cm. GMu 90.! FURRED ExT• SIis • esm 2/A-0. (T'rPIGAL ;PET'L ' 4. -e ) 1V4". FIELD VERIFY t•a KA I°ET / c, WOO ' FRAM' G1 ►N 1 A TOP Rif!, EIS r3LK. REMAINING Norge 4 0IMEN5101.40 LAR TO PET'L. 1 /A•la HALF•WALL tv/ FIN. WO. CAP - (2 x4 a I(v" c.o. W/ 2x4 FIAT A'iTAGH E ' 'w G LU !.AM . PLOG•F' ci A5 goer). ) L�ITT• Fi�►GE9 RI6f)tra GMU • PA I I`ri- GOLD R' PP' • 'EE eLEVATION& - - -- -VOVR .T . 4 ON Z ZP. L 2.J OpIE'S(T$� 'G o���D . J W p Vg '(WAGE t MEZ 1.2 HP - -._ _- CANOPY e'EYONp • gee, SEUTiQN t?i RIGHT --p G+ER ref STRUGT• VERIFY GLE,A ANGE REQ'b tsORTO PRlot I NT4LLAIN ; z To • -GMU WING WALL MYOND —�T L 5C-vTIONAL OVEfi H Ra p00R (INSuLigre17) ct, TRACK.. Gi LU LAM WA ON T.S. GOL • OBE 5TRUCT. pwGS • 4x *41. L. w/ WeL.DLD HON 5TUD5 C Z4'IO,G. •COPj'( AGEQ64 orHG. GONG: APRON GI 4U pLK. SIDEWALK. FbeYQNb - SEE SITE PLAN t=I•IeH GRADE z R'�o1' J- I GON. i=Tci* • ess 'TRue-T. am/cis. 5EC/T ION / 6 OVERHEAD 17OQ 4 "STOIRAGIE MEZZANINE' REMAINING NOTES 0 PIMENeloNS DIM! LAS TO PETIL 4/A -5. 2x4 FRAM' Gi • SEE STRUCUT. pm :16. GEPAR SIDING OVER e -tva+ PAPER ON PLY W 17 rte' H - ATN'Gi 3'• 0 I F. O. 9H EATH'Ci TO F P. SHEATH lei CANOPY 4 0 it00 PE A IC PET'L. *HOwN (r w00p FRAN%N i • 31M. G,'Au WALL NOTI P .NW L tI:40: HR IH c V M oN r U it 60!-1 p PAPR YP 5EA TH, FA5G tivr� ERE OGGU•R,3 . SH.M L. "Gu CLIP (GOf4 GLO ge) 1%4'1 STAN P ICi SEAIM e 4" O.G. - CAULK ALL P! N HOLIS9 . MTL. R00F (�4 FA'oGIA ) PAINT, GOLviz Its OvER RooP'G FELT ON 'LYWO SHEATH'Gi • PRE•FAe, (OR buILT -IN pl.AGE) CANOPY FRAMIGs • OEE. WALL SEG "!ONO 4 vi -SUGT. PWGe. 0 __Top op PT - - -- TOP OF GMu --_ TPP r :' I�I bDE�� 12 ANA ie L G Tt�RMEI". ULL. FLOO(t.IPis, oIcOUNp PLR. RIOT. FTGI. EGTIOH isATL. ROOP ACOEfp4. HATGH?YONr• vete' FY Lo&ATI oN -5N I Pi LADDEfi TO ROOF HA•TGN WALL ANO pI Ee ICE YONt, *es 1/A.V. -- -GMU WING WALL f!)EYO•t' REMAINING Name 4 ©IMENSlONg°aIMI LAS ?O PET'L4s 1 4* 2/A•5. rGANQPY 0 CAL.; w4LL. : 014.M71... ROOF FAroGIA • GOLt tZ °I • w/ 'STAN p'GI ' 'EAM5 6 I. •24'1 . OVER !�OF'a FELT 0 pLYWD. PRE. • FAD. wOOP TKL1 0 ?.4'' 0.4. w/ LEI,AERO T* e. • R -ii !Hein_. *SE eTieur. PWG5. NOTE: eMOVTH•PAGst, CiMu• TYP. 6EHINO ALL c NQPIES OIL &LOGI( - -ALUM. FRAME w/ 1 " 1LAZINGI • SHIM GA JLK GONG ORPE W4LK ON APPROVE I? FILL • SLOPE TO PAIN GONG. FTC+ (0) • STRUGT. PW. 6iS. "WILL. AL.L.'I 4 "TORAnE MEZZANINE" w/ CANOPY CANOPY / Ft OOP 0" ti'I•ANCPIG S>rAM KNEE • RIVET 3 PL lc,eS • CAULK ALL PINHOL.ES . TYPICAL. 5H • MTL- TRANS rrION PLAOH'G+ • IP geelo. fit! 1 iii `ifl Fitt i i flu L11�1 `Rlt,i .tom ti_ L ci • c 31 -OIi (P. O. OH BATH 'Gi TO F. O. e+- ISATH' cc ) REMAINING-1 NOTES 4• rOIMeN`alONS DIM! BAR PET' L0 t9 d+ `7 /A • Fa CITY OF TUKWILA APPROVED AUG 5 1986 AbNOIEU BU L "-'` Q DIVI ION �3H•MTL• FLA5H'G w/ DPI R? - EPAE • PAINT C#OLOR 17 • CANOPY FAGIA Tv 00115I '5IT 12x3 60W TRIM (GEDL e) PAINT' COLOR' '. GEPAft Tow SOFFIT • 4EALEp i. .r., y2 1YR+'4r33 _• "°+y4wfi.' +.SF:wr.. .a.e: :. vr.�wiT•!'a:R .'q�+9LEYIY�T >'1.Jt,46'a 1KTiI'a0YAM1 Tt?P dF Got-rf. 'IOP OF TRUE - N � 3' -0" Fk[e Wies. 1c c. ' HTG. l k PIGAL ALL. 034E0. SOT. GAN 1-RU8 I\ elILL Ii TGH bor, 1 PACE 2 i3LK CAN. -- F=RAME -- j :i i- - WINDOW It` T ERMEP. MULL.. REMAINING.' NQTES • PIMNSIONf3 9IMI LAbR. TO PST'Le I.3 /A•g. - -GILL' LW EsEAM SEE SrRUGT. PwovV . oAt-I0IPY(V wp. FEE WA L•Lra 1'(PI(L WHE1cE SHOWN UNLE 'G ROMP • SH. MTL. te,OOF FACIA - -. w/ '=r 4 Ni ' A $EAM9 v 24" O.G. • OYER OQF G ELT 'P PLYwt'. f21.1 TH'A . PtiVAE (, 24 "0.0. - (INGL. FA 'Af'Er G/e otAR T 0 G o Ft) rr K -t1 INtiULaTiON SEE aT7CUGT.Ih/S. P'LOGK'GI (DE'TW• TNU SS OR G4NT.) -HALF • WALL Nw/ e{accvwt7. crop . (2x4 c Ilv O.v. / 2x4 FIAT ATrA0NEt7 TO teat.. FL1e.JS7. • SOLIc' t�{..OGK'G AS ftEQ't,) . -GLU L.AM 4'R. DRAGS • SEE 'TRUGT. PWGi '. - - - -__ -WALL (4*IOPIES f3EYoNt". t1t�4!� aIDIN(` QYEtk PAPER ON PLYw17. hHEAT+t'GI • FL 'G+ Ara REOP. - rreicAl ALL WOOD BA■E", WALL'. - - - - -Gi L U - LAM f AM (bEAR'Gt ON GMU WING WALLS) • SEE STRLI6T. tJWG1'S. - -GANOPY NOTES SIMILAR V APwE F-,XGEPT WOO U I LT I N PLACE A ROU N c, GILD LAM F2M . ._ ----C \U WING+ WALL DEYoNt7 -4x 12 FLAT (CONY) 9Ee vngue,r. -2 x Lo Pie-AM' G a J PI O.G. W/ pATr INSULATION (YAMS a,RRIER ON INTEKIO Ir ) . (,TYP. ALL. Ft2AMEWnu.4 ------ - -GONG. FLOOR SIAM • °>EALEP • OVER VAPOR DARRIER ON Apptzvveo FILL. (RECE• F6It. QU4RRY TILE wHegE SHowN) . t MAIRTH I6ER:A (LANt?f-- .Y.ApEI:) 1•EYONP. d' P>aT. FTU. SECTION / & MAIN ENTPY W/ GANOrI E5 3/o"= 1 -oN (TYPIOAL PET'L5 1 • °j) I�IJI • If tU • PAINT GOLD 'A o/Yi\p' wtEKS 5} OW SEE STRLJQT. DWGC+>� 2116 AL- tl LA i li1i Mr7 ITErWm GONG. °'loowALK ON APpROVEta FILL• SLOPE TO DRAIN . RIGIIP 1N9uL,A7I0N (ONT.) . PERIM. PER '.ODE . P44.5 doNG. FTGI(5) - 9EE STRUGT. PWclS. 'fl' f >Ca.•PAINTEJ• 0 2 x FURR G u/ Utxl ALL CORNER'' 4 ENDS • INSiL�E FAGS OF GMU SH AR WALL -EGGIE OF HAROWP SILL 4PURR , Cerr.f c7., TRIM e*L.ow. 0•461 'E PAGE OP GONG. 9rEM WALL • raEE °'TRUGT. i?w41s • GILL) LAM t3EaM5 AP,OVE aEE $TRUGT GwG10. TYPICAL WHERE SHOWN. *411 'x'4" nrsrl i/.1 /Y, v 14 .11 vl O N ' Top OF FT tt TOP aF GMU__ 9 • • i w I i 1 X•,9 SIM. 111-0" F.0.4, ro H 0R '>aD1 ". G•44.17TRUS MEZZ . •tc. FLR. } r.:AN. TRUSS LL. • T. o. GONG. REMAINING" NOTES 0 DIMEt1510NS ''IMt L4 .rQ PET' L. 1 /A -e.o. GANOp`( NOTES SIMI L41s TO IPET'L 3/A • 5 . -FIN. FLR'Gi OVER PART. 60. UNoeR • L«AY /A5NT ON Pal/W12. r*GK.'Ct •OIVT0 • SEE STRLC,T. PWGS. 'TYPIG'AL FURRIGI : GEtDA}Z SI p N G OYEIzl a4LI7G4 . paf'EIZ ON PLYwa.OHEATH ON '2 x 4 FLAT a 24 " 0. G. ON GMU INT: GYP bK� • PPINTEp • OVER 2x4' F L.4T 24 Q. f%. ON GMU - RIC.tI® IN✓ULTION e' -rw STUN w/ VAPOR P'ARRIEIZ oN I4rEfttpR 31 DE . GANG. r'TEM WA L.L. (GO ) • 74.41m‹.-- Nee VA1fi E5 • esE. RUCT.12WCie. WA'rrR PeaoFEp P6002A -150 FoorING ()FAIR w/ note. GLOYN 'NfU4PPINc IN Wg6•to G"2AVE.L., u iu- (mac. PP- 4tFl"I4' TIE INT.. o/roP-- 1 DI'AIH NC, F e ir• FTCI. fifth SEGTIQN / e. GMLJ SHEAR, WALLS AUJTTLavt -og - QV"' / ,L.u7 eqA61<c! • CAULK a / 3 REMAIN INGf NOTE�a 4• DIMENSIONS IM1 L . •Tv IPET' L 4/A-0. 4 x I/4 T, 5. COL. SEE STRU0r. PWaS. ALUM. FRAME w/ 1" INSUL. GiL Z'o+ • SHIM G•ULK4 --- e;M.MTL. GLO0,URE • PAINT GOLOR'A' KaRF 114W G LJ • CAULK NOTE : 414.MTL. F14.•914'G OVER GHAMt EREt7 EDGE (f GONG. 0TEM WALL NO; SHOWN FOR GLARIT�( 5t_E PailLe !to * 1: 51-I A.1. TYPI GA L ALL PET'Le THIS S�tEET. •,J ' MI5 p W i Gi WALL 31Ia I' -v 'rYPl haBT'LG 4 -'7 ) IF COINER F WALL LINES XTBNoet, ). OVE KA i.L esLP4f DIM'b TD Tt -Ilta P1. OPEN'G PWM. 1/411 13/44 1 3/4,f 41/8" 311 -41/V" -EARTH e' M ( LAN t�.�GAi'Et,) - E)cTfgUt7E12 GONG GURU (GQMI' ) ASI°HALTIG PAVING" SE. c SITE PLAN GANOF`''I E5 GONG. fnTG1(5) 'FE STRUc% -r. DWq S. _01 REMAINING' NOTES 4 DIMENSIONS 9IMl LAK u TO PET' LS 1 2 /A•to. o N M ZZ. o 2 INO FLA. to 0 =0 SEGTIUN /0 OFFICE WALLe w/ GiLAZINti Nkt*10pIE5 RaMAINING NOTES DIMENSION°, 9IMI LAK 1"0 DET'LS 40.5 /A•&'• ••••■..■ VOID SpAGE 1 REMAINING" NOiEF 0 DIMENSIONS SIMILAR. TO PET'L,. 4 /A -CP • 21 T1:)GGOL.OR ! • OVER -QL DL.OGK• • GAUL S. 4•x 4x I/4 TO. G✓L.. /PE vrtt¢UGT. GwG9. °oi--- LPP.INE Q Q eIplhja{{i. � �vf�r3RAG s SHW ON pot REFERENCE (s, ONLY . 3 MU • PAINT DOLOR 'A' •01V, WHERE St•towN) • SEE STRUGrr. PwGry NOTE : CILU L,nM Si-AR' i AREA 0 GMU PER STRUVr. DWGS. k \\ Nora 1'HtGI�EN GONG. 'rEM WALL Ae REte t? park oTRU G~r, t W :i t, , JAMC, f G' T. S.GPL. G' ea. e. f>LtZi.GfiiZNER� � (0\ J)41M��G' iM'TERMeD.'j.�.GOL'9 0 EAS R • 1 111iI1 11!1,', II I;� 1111 11 ji 1 1 (, Il 4 tl t ii i nH 11114 1111 ire {rrtt 11111111114111111 ' i flnktil ri; rIIII till�llll Illlllitl rlillllli WALL. •JAM Pte / c WI NS+ WALL 6 N. M. It,LOGI. �0 CITY of TUKWIiA APPROVED AU G 5 1986 AG+ WED r3D1C G tit V SIGN - ..ti.G.�. Y••.sw• -.44 .4 f? �'�^. ,;<. aY• Y• z' �* v,..... �'. sa;. dnc„ k• �• t' zr. nrcrw? :'.x�,..e•�dX37:?�Y'".C6Y�!'woP 7ts ---1 REMAINING NOTE 0. DIMENSIONS i/NAILAR TO DETIL 4/A•'1. 4- '\ ,,, \ \ \\ \ \ \-s , \ - \ _ \ \ \ \ \ \ \ \ . • \ a- \ \ \ \ \ \ \ \ \ \ OpENt DIM. pAlt.rr COLOR 'A' et'P. AGAJOT. TILE -2 k 4 IN• FLJP4R'G, lV ftia+112 INSULATION ct• vApoic PAICIt 1E fc. -ALUM. PRNAV.: 1" NOLA., 44LAZ lei • ewm 4 ,AuLK - --------------MYP. ev. • PAINT • ArL, apcia 15 eNo 4:. !+ 642KNEfr. i I i r - •2 0 -"I- I II 'lb, Ve ___14 III -111 WINDOW 9 C'/'\U (rre!eiAl. ALL PsTAIL.,@ Two OHEET). - WALL. LINO V,MYGi••I0 4- V2 " trn. - - -----------WOOP I i-1AC, / Wt.LIPOW 10 GAN.I0pY GAN0pY TRUSS 1.00/JR.E x 40 OLootc.loi ( ▪ '1"Kus OR GONT.) REMAIN ING+ NOTES *.• DIMENSIONS 91MI LAP. PET'L. 1/A.1. '-----PAR T OOPF IT 'EA Le - vErrr ge401,4 \ \ "‘„ \ \ \ \, \ s I \ \ Wit-400W C/AAL) (2 NC, FLA.) Id 511.1. FLAsNIci - -1. 0, FACE OF GOI4e,. 0TM WALL -FLARIG+L TRIM t551.09W EIPME OF i-tadtPwp. *ILL 1 1 1 t-- 1 1 1 111 I I I I I I LI .JAnnt> wiNvow 1:-",usKet2 GnAu REAtAiNING NoTES14- 17IMENclioN5 51MI LAM ro 14k.7. .44 4.1' \A/7 /.4 " 70.• wv. • LALAL.g. OIM . KE4mAINING+ NerrE6 PIAKEN610(46 TP 'ET- 1 0,-7 4. 1 1 /A-7. TSIM DEyoNo M. OPL• PiM. INT. HA P pe.T'L 2/4•7. - RE/4LIT'S AVVE PAM 1A • ExT• AL.U/A. G•LAZ'Go EpTOP45 NOW KMANAIN1NA NCPTE PI/AENOION MI-A TO PET'L. 1 0 C/A-1. ALUM POOS (4/ IWOUL G*LAZI Gi - WOOP TRIM • pAkisrr COLOR PAC.S OF GONG. vTEIA WALL MOW FLAtetilel ---1 -Frosfre PP, # TRIM 1,0L.Ow 4'& sixis 1441ARtawn. 'ILL 01M. •K‘MAININGI NOTES DIMENSIONS 5imiLAR To PE Tri- 1V/A-7. ,/ VIZ 5,11.117. "01,11.1.41.11•111140101111•1111101111. PVEZ Ert.i LP' ILIA. WINO:VW WOO FghtME WALL. \ em. EAIA IN IN4 NOTES - t,IANEN SI ON 5 ENO il.Al2.• ro vrri- twA-70/A. :Lij: Got-IG AL.L.- r V/ArETC Pfrft./wF- / 40%.1.14• ,/ bfr_A;r. /[EA.TH 5;5.)em *11-1.0 WINPOw ow Ce0r4 *Tem wALL 'MU ON G01.4. wALL. ';;;^;,•"";;".. "4:ei",7141:7;*;',■:?, :;;• OPEhi's DIM . OPEN'ci pm. 211 •opef-fIci IM. JA/\ N15 l'OIZEFRONT POOR * 10i + #102 KetAAININci NOTE DIMENSIONS 01/AILAR. TO CPET'l... /A•1. •■■••••••••■••••1111011NOMME -THREAroHoLp 155.,„cw NOTE : wiNvow TO w11.400w JA/iAr •I/V■• 0 CD • a fJ IJ 11 01M. --- r /Us/1:S, 144.// / 1" R.J17L-11..., INTERMEDIATE 1-101z MULL.10•1 ''IM. M INSUL. •5051-1' c2-roggreottr cbt.K.K- ALUrt.REAF- 11-16111/. '111Y (ALA e26 AL1111. Doog. /7--"' MIL. IHRthi-IOLP EXFAMIoN JONI v Cat:. IDEW4A1.4. ; ! . ; I ; I 1 I o QSQfr1T # 0 *. F. t:700K MTh jn-uij Aiiittrithi 4041 . c1.4 04111111 161114 I kigi 01M. \ \ \ . . . . \ . \ \ .. \ \, .. . ,, , ... .... -t i4 11 1 11 11 1 1 11 11 11 11 . 1 j 11 1 11 11 1 11_11 .1 I 1 I 4 JAneNe 3 FKAME wALL. MLJ (.0'HEAtik WALL) • OMOOTH FAGEP e.e. PA It 01 PI NG+ ON E/1,041. PA r'Sic OVErk pLY\A/0 *HEATH'A ON 2x 4 ExT. gemmt4INci NQT 4••• PIMENSION '1/\(V LAX T(2 11PET'L. 1/A-1. --W019(;) TRIM AtitOVO WI N 00W FRAME AP,OVE - LL. 0 TRIM A OOVE -PLYWP A FFAM'Gi GAN. TU00 VERT. ENV,ER 5EE. ETICUGT. t-Ow WINIPowe \ 1 ..... R EMAIN ON N G* OTES 40 PIMENSION $,IMILAIk 112 PET' L. (//A1 . 41101111111111110•••■•■■•••■ 1- -OW . M71-. PIK? •• Ihrr GOLOR ' A ' GAU 53/41 yo 11 V Y-3/41- FIN Flog - 1...1 • PAINT GOLOR 'A' - - -GYP 60. • PAINT • ON 60T. Or• tLJ 05E *MGT. 2 / A•S. t. -01-1 vrAtp, • PAINT GIPLOR 'A' • (AL-T: I‘EIRF OMU ). --pvE 0). c:vog (1NoUt..4 yy RELtTgo TRAGg. PAINT POOR GOLOS pl• I N6TALL peg. ffips. wEATHEK-05..AL ALL. AltOut-41:, H.M. FRAME • FP-AIRT c'LO K 'A' aligour 1F RECe1:7) H./A.P0Oft • PAINT 6,OLO1 'A' H. VI" '... reE.h---01..7 -EXP1A.u4-7‘..1 PIL �VERIF'rSINEC4.R. w HaAp o/H417O0g. ^,--- ---41----- . . -7- ,.., . \ . - PAINT - VAPOK PAR• fz4110- 1W*Ui.... FURRIA --0YerzwH7. pooK 4 TitArc -r-a•rL C. '0 • PANT • 0- 0ILL' AAA 0 -4 H t200f. PsVg..21-15.17 pra,z. .17‘rni-P EAL.- x 3" /- w/ v/Et...vav NEL.54!'w P. G. WT. POOR. bOT OPENVI SIL(- * 1Q4) KemAtiviNel Nor e5 4 vimEr410N6 90m LAR 17, 14/A• 7. GAUL- gEmAINING1 NOT5.5 C7' E is1 5 i at,r4 45 6 IAA i +-AK To PET'L 1/A- -t 1101.1.111•4111M11.1011110111111111.10.■.11•■••••■111•01.1ff CITY OF TUKWILA APPROVED AUG 5 1986 AS NUIED SUIL-bwrairtio7--- -- " ■•,1 - 45.7A V- (1■.Jel Pvrt. FL- 741, F to'L-Y.W7 7171 JAM!? APJ. TO MAIN V41"Pr' 20 .1,4015 6 MAIN eNT' a.G if - i,� x C•v. WU, GAP 'Z. x IS, _ WD. bAh 114615 4)111-(PE. x calr. O. �o-rH cADO, 'rrtp' 1&"0.C., 2x4' P?1.0(4-1H6t - -- 0 T1fPei X GYP. DD. bo'f H i1 a hiDFh 1-)11)D', WD. 1A1- 1MAIL) 5404t; 1 .. I - 5n .Iii s--., 4 'bI:G,Q 2,x( DLOG .4-1 6 II, I 0.0. PIPE RAIL. 'dux 411x q i P ENT PLATF•► Nee.: (JNb AU. W61.05 '5110011i 1114 PIP (2uPPORT 2 - r4 LAGG 0,014? eA, 5uPPOR`1 GouMTEr- SINK- 4- PLUG r I�yl v 2i�1x�1 WD. 6uproeT w/ - 1 H01.41E0 Zx IZ frziNC,gl: 4 2,x1' NAlaD To gorH ylp5s NoTcHED 2x 12 hfRINGIER- (D ou5LE) w/ 2x60 HAILEP To SIDE Mto 1, -r.5' remx are. A. hIt4 J Sr AIR I - F'LAH 4 1-0 6usPENpOD GEIWNG I n X GYP &o.. 18A GDRPEi oveg. iN 1/4Kf. BQ 1/4P taw A.Y o P :I- z IZGI4 •c _ 1 WD, HANDRAIL. DOTH SIDffra,WPFOKfc7 e 4'4) ac. PRw10E 61411Z. TREAD, WRAPPLD w/ caRPer _► - .J NOrcHED 2,•k I2. Z �iNS II rIa. oat . PLaH ABo .CoN(,. 6LA B Ix 12. WD. 514RT 50ARD (1.oP OF HANDR.1t- - s-- 15114' LAG, EDLT V)e 41)Ix :1 PLA-1'E 81i CHU FUR.r..ED 4" TYPE K G-fN. 5D. OVetz. r LAT Z�'}' G 2�'�1 D.G. H0•r6i•IED 7.4c12- h'fi21NGER w/ 2x 1, hTIFFEi`IER 130TH ' IDE6 Ho'rG1ED DOU13L . 2 »12 5'fRINGE2 w/ 2,x(, I-1A11.ED TO ' IDE SE.. b- b Viet LAG 1501.1 S „L 5"01161 3xLx� . _._ ---- -- 2 x 12 �- -2.x12, PIPS RAIL- SUPpoRT p j `r- 5II TYPE r GYP. D. 60TH 'IDES 2.x6 . IV O.L. IiI4 PIPE. HANDRAIL W/ 6UPPO(.15 e. 41-00.G. MIN. pRovve llACKING 1--BE 2XGG� IG�OG. i vJ� ' 77'pE X G,YP. BD. 55TH 5IDE5 1 0,KIRr boar.° 510NG1:Ia.. �II TYPE x Grp• 6p. cov -Hex. SEA25, IPI151•I FLOsti 1.12;11v:0-0' 1-10'fbHE-D 2Al2 'a'fPJNGt:R w/ 2x4. 541FFrJt bo'fri SIDFS riarc 1 D Dou'&.E 2 x I � Vgitgcite.l; w/ ZX(o Si11FF 1E� . 2,.x l.- yKIR1 PSG. BOTH 5iDee3 1114 t'IPt.` SurPoRrf er(P..) P. L�N I -I PLYWD. tiTAIR TREAD W/ R.0313ER 'LEADS pSEES ---c 1 14 PI P HANDRAIL w/ SUPpoprih HIM ) PKOYIDE RAGIrdhK --� 2)(12- 6KIR1 ap. 60114 5IDE5 _-- a 81 TYPE X 4YF' I6D. N oT� : , &Lug 4. 9c w' PLYWD, .1AD6 TO iNGER /7-67.L.. 5 E LoW / q TR.AD IO ,, L 71 I Ole 1 STAIR *3 PLAN 9'r12EApS N IO ' = 71.100 38 41i_ai 1.0 0.0. PIPP HANDRAIL. 4 VE 214c tlL. 6uPPoCI's . II PLYwD. 9TA1{z 1' LD 2 x 1 2, c'KuzT eo. 130TH 40es -� �YZi1 HI6+H WALL w/ WD. cAP Pita, c i4 1.4-61 PL'PHl D 7 si1 4Yp. BD rypa x zXlZG I10110.� 4x4 WD. _POST #14., `j, rr� 1 ♦,A iitj ' lr ii fl i>lii ii i t iT n 3r If 11 I'fil "",r .:P { ijo : GLti is 4- OCIZEW PL1'WD. 'TREADS 'i'0 611z11-14112.s .91; :"tge.o.,% s s .:.:G •C�`1rW+} a CITY OF TUKWILA PPPOVED AUG 5 1986 _ As NOTED BUILDING DWI, 10 PAItyr 7-01' 'to" vileiterC- -rrlW L. PIyr SPAF' 7th ". x ''G► :GbVECP. H "E r vI IYI, r3ASE (1y&44 5l�JTH . 1,A./E ":-.VA TIP .!' OME J Slt�iliL" 2 wL!5" 1- [kJ r F LOS ICE T ' PPVI L,5 VAT TFWEL_ 17"4 k.14 Flo -dltt wer,y nTAw /5IC.7 v- PA l R.I -r S 'LT; t - sensmei.e.sr -- -':!p-r LvNA %,\/ %KI"L1 5.1;" I'v. y1 -tEL= 'I-;k J 7/LC.t7 G3rtAGCC.`I'.` CITY OF TIUKWILA APPROVED AUG 5 1986 '1As MILD BUILDING DIVISION ISION vs '..t +■;.w.rmiw.....1( moei190.00W1MMI M.. m✓n)R sill!! ; i I 1 II + +i Hi) 1 IIIIIIr ij1111111 �in•sT .:hit .tti $'y' .Y� �[lllll� illlIRO !l1 AO 111101111111111111a11611 ti'iilviit 01.11.411 1111 1111 1111 tin II III! i 1 .. . .4 " s III 6x 6 POST PER PLAN SI M PSON P566 POST ERASE W /12 -I6 NAILS SALANC E PER SECTION H -8 SECTION E- SCALE : 3/4" = ILO" DETAIL a y4 v4"It. 1,,i/2-5/8 "C1) KWIK BOLTS (EMBED 5 MIN',) .._•__.,__a_ T.S. COL. PER PLAN DETAIL 2' -8 7" 7/8' FACE OF CONC. STEM NALL CONC. STEM WALL (SEE. DETAIL p.a. DETAIL aa. 6 REINF. PER DETAIL act COL. Ems. EQ. SIaE e REINF. PER FTG SCHEDULE a SECTION A- SCALE- .3/4": ILO" 4fr;is w~fm, err. DEPTH PER FTG SCHEDULE 1 201..0 to ...A. 2'- 2 A Z _201.U• 2' 511 AIQov op NINGa 1L -o If � n 20- 4 (MAX.) 5I CONC. SLAB W/6 x6 - WI.4 /WI,4 N.W.M. TOP OF SLP.� AT ELEV. 23.3' IS REF. D/' \TUM LO' -O "�, I'-4" CONT FTG F4.5 FA O., IO "T ICKENED SLP.S u F4,0, Gora'C. COL., COL,- d @12 "% VERT. OARS # 5 @ I2 " %. HORIZ. BARS FD I3-6 SIM. rr, F45 FACE. OF SIDING 11 @ I2. " %. VERT. 4. HOR12, BARS 3 "CLR I" WIDE CONC. STEM WALL w/ CMU ABOVE FFCE OF CONC. STEM NALL 1/b 4 (12 f-- *30 TIES @I2 "% 4 - # L, Io " DETAIL eta I'- 4 "C.M,U, NALL REINF. PER. WALL ELEVATION VOA Z I' -4 a" FOu N DAT I o N PLAN 4 DOWELS TO MATCH ' VERT. REINF. VER3. REINF. TO MATCH SCALE : Ya 1' -6" NOTES I) 15DTTO1-1 OF ALL EXTERIOR FOOTINGS 5HALL _BE 11 -Co'' M I N I M LI I*1 BELOW LOWEST ADJACENT ' GRADE. 2) FII■I5HED SLAPS ELEVATIONS 23.31 15 REFERE.IJCE' DATUM 3) ELEVATION SHOWN THUS: ( ' - 11) INDICATE BOTTOM OF FOOTING ELEVATION SELO1V REFERENCE PATUM4 - #S @ 121I% 8 11CONC. STEM WALL 4 5 C 12" % VERT. 131, (MATCH C.M,U. VERT. REINF) SIZE 4 REINF. PER FTC, SCHEDULE SECTION 13-1 SCALE: 3/4" It_On (PER PLAN) w ! • . s _1 lb]SIZE 4 REINF. PER FTG SCHEDULE. SECTION C -I orsossaillitatearawarsissretstaftssamssosiory SCALE: 8/4'151' -0" 3" CLR DEPTH PER FTC, SCHEDULE 5 "CONC. SLAG W /6x6- WI.4 /1/41.4. M. I0 FRAMI NG PER ARCH. III 10" • SECTION D -1 SGAL E.: 3/411= II�OIi 1'Illi11 �I IiI I tIllllii;iIl i lilli11III115II T I IIIIIII,1 ir' i11I1 1111111 IIIIfIIIlII�! lill >�I� {�irn IiIiClili lniIi;i (" II!(i Illilnil I�il�iull slillill Iilllnli�l 11 iii I o'-o" 2-44 CONT. (TYP) SOINT LOCATION PER PLAN (20'- 0" % MAX. Y2 "(1 x 3' -O" PLAIN BAR e 24"% (CREASE ONE END) CONSTRUCTION TICNT (C.I) 3-OINT LOCATION PER PLAN (20'=O" % MAX.) 1 "x %8" SAWN JOI NT, TROWELED JOINT, OR ZIP STRIP PLASTIC JOINT OR EQUAL. CITY' OF. TUKWILA APPROVED AUG 5 1986 AS NOTED BuittINd I IVI ION SHRINKAGE TOINT' (5.:s) ter TEL (206) 324:6160 RICHARD ` HUDSON & ASSOCIATES, INC. CONSULTING,; ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 ♦ do .1J"- tV.tfy's •N.14�e5`F5'S!�. m C�'n.ia• - ••. «..•.iw"'iiyii6F Vr.44 Foo-r i WG SCHEDULE. MARK SIZE. F,E1NFORCE.HENT F4.O 4-O" x 41-0" x o' -10" 3 - #.5 E, J F45 ► eV-Co" k 4'-Co" x 0'- Id' 4 ,.:. # 5 E.W. F5.0 51-0" )4 51-0 "xOI -11" 5 - *5 E.W. F<o. 5 lo'- C•'' x (e)"- Co'' x 11- 2'' 7 - 4i 5 EW. FA 24'-O' "x 61- 0" x 2` -O" *Ca@ GH% L. TOP 4 60T. 4 5 @ 12." % S. 1±i, TOP 4i 60T, F6 3�1 O` k 51-011v 21 -Q" "% Co I? a G LL.V. TOP OP 13QT. 4# 5 @ "% 6.W, -TOP 6 50T. FG 151-0° x 4I' 01' x Z I.O,i # 5 @ G "O% LW TOP s 50T *5 G 122% SW, 1OI'4150T. FD 131-0" x 51-On . I '- 6" 5 6" % L;W. TOP EOT, *5 @ I2 "% s TOP C eOT, FE 1 R '- 0," x 41-0"x I' - 6" 14 5 @ 6" % L. V4 TOP 4 I:50T, 4 5 12" % S, W, TOP w SOT, III 6x 6 POST PER PLAN SI M PSON P566 POST ERASE W /12 -I6 NAILS SALANC E PER SECTION H -8 SECTION E- SCALE : 3/4" = ILO" DETAIL a y4 v4"It. 1,,i/2-5/8 "C1) KWIK BOLTS (EMBED 5 MIN',) .._•__.,__a_ T.S. COL. PER PLAN DETAIL 2' -8 7" 7/8' FACE OF CONC. STEM NALL CONC. STEM WALL (SEE. DETAIL p.a. DETAIL aa. 6 REINF. PER DETAIL act COL. Ems. EQ. SIaE e REINF. PER FTG SCHEDULE a SECTION A- SCALE- .3/4": ILO" 4fr;is w~fm, err. DEPTH PER FTG SCHEDULE 1 201..0 to ...A. 2'- 2 A Z _201.U• 2' 511 AIQov op NINGa 1L -o If � n 20- 4 (MAX.) 5I CONC. SLAB W/6 x6 - WI.4 /WI,4 N.W.M. TOP OF SLP.� AT ELEV. 23.3' IS REF. D/' \TUM LO' -O "�, I'-4" CONT FTG F4.5 FA O., IO "T ICKENED SLP.S u F4,0, Gora'C. COL., COL,- d @12 "% VERT. OARS # 5 @ I2 " %. HORIZ. BARS FD I3-6 SIM. rr, F45 FACE. OF SIDING 11 @ I2. " %. VERT. 4. HOR12, BARS 3 "CLR I" WIDE CONC. STEM WALL w/ CMU ABOVE FFCE OF CONC. STEM NALL 1/b 4 (12 f-- *30 TIES @I2 "% 4 - # L, Io " DETAIL eta I'- 4 "C.M,U, NALL REINF. PER. WALL ELEVATION VOA Z I' -4 a" FOu N DAT I o N PLAN 4 DOWELS TO MATCH ' VERT. REINF. VER3. REINF. TO MATCH SCALE : Ya 1' -6" NOTES I) 15DTTO1-1 OF ALL EXTERIOR FOOTINGS 5HALL _BE 11 -Co'' M I N I M LI I*1 BELOW LOWEST ADJACENT ' GRADE. 2) FII■I5HED SLAPS ELEVATIONS 23.31 15 REFERE.IJCE' DATUM 3) ELEVATION SHOWN THUS: ( ' - 11) INDICATE BOTTOM OF FOOTING ELEVATION SELO1V REFERENCE PATUM4 - #S @ 121I% 8 11CONC. STEM WALL 4 5 C 12" % VERT. 131, (MATCH C.M,U. VERT. REINF) SIZE 4 REINF. PER FTC, SCHEDULE SECTION 13-1 SCALE: 3/4" It_On (PER PLAN) w ! • . s _1 lb]SIZE 4 REINF. PER FTG SCHEDULE. SECTION C -I orsossaillitatearawarsissretstaftssamssosiory SCALE: 8/4'151' -0" 3" CLR DEPTH PER FTC, SCHEDULE 5 "CONC. SLAG W /6x6- WI.4 /1/41.4. M. I0 FRAMI NG PER ARCH. III 10" • SECTION D -1 SGAL E.: 3/411= II�OIi 1'Illi11 �I IiI I tIllllii;iIl i lilli11III115II T I IIIIIII,1 ir' i11I1 1111111 IIIIfIIIlII�! lill >�I� {�irn IiIiClili lniIi;i (" II!(i Illilnil I�il�iull slillill Iilllnli�l 11 iii I o'-o" 2-44 CONT. (TYP) SOINT LOCATION PER PLAN (20'- 0" % MAX. Y2 "(1 x 3' -O" PLAIN BAR e 24"% (CREASE ONE END) CONSTRUCTION TICNT (C.I) 3-OINT LOCATION PER PLAN (20'=O" % MAX.) 1 "x %8" SAWN JOI NT, TROWELED JOINT, OR ZIP STRIP PLASTIC JOINT OR EQUAL. CITY' OF. TUKWILA APPROVED AUG 5 1986 AS NOTED BuittINd I IVI ION SHRINKAGE TOINT' (5.:s) ter TEL (206) 324:6160 RICHARD ` HUDSON & ASSOCIATES, INC. CONSULTING,; ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 ♦ do .1J"- tV.tfy's •N.14�e5`F5'S!�. m C�'n.ia• - ••. «..•.iw"'iiyii6F Vr.44 2 Y.6 SL KG TRUSS - - - - - -- PER PLAN ------ 5/4"T. L; G. PLYWD 2 -2x.6 TOP, 2x6 @ 24-" % 2 -2x6 SIMPSON MST37 STRAP 4xI2 1A/SIMPSON U414 HNGR 2 -IOd @ 6 "% TJI TRUSS PER ' PLAN WNW SKEWED HNGR Nes - GLES PER PLAN '-- - -2x4x 1' -8" EA. SIDE N /12 -16d NAILS (2 -16d @ 3" k) 6 x6 POST SECTION A -2 SCALE : 3/4" = 1'- GL5 PER PLAN SECTION B -2 SCALE.; 3/4"= I' -O" 4 x 12 LEDGER W/ V4 "Cl) A.6. a 8" (SEE DETAIL A -4) 2 x u f3LKG 16d @6 8 "C.M,U. WALL SECTION C -2 SCALE: 314" r ILo" SECTION D-2 SCALE % 5/4"r-11-0" WALL PER ARCH, 2t6ELKG 2 -2 x 6 TOP I 6 *10 p ,F. 4 2 SIMPSON ' HHU414 HNGR THIS ENO •'4 "T. G. PLYI4 D TRUSS PER PLAN SECTION E-2 SEAL E. s 6/4'I = I on 7:65° 2 K12 CRAW L NAIL TO LEDGER W10- 16 d NAILS F -S TTL I /c I3 -5 c3 /4x I9 %2 GLE:, 61/4) D -2 63/4 x K V GI 13 5 R -7 3/4 "T4 G PLYWOOD w/ I IOcd @ 6 "% EDG.S 4 10" % FIELD (T'(P) --J --+= 24" TJL € 24"%. 4E- (4 x 254GL13 I M -5 cco J 14p T7I /SS G,,24',4, t% i o 20" TJ L a 2415t F -2 4 4 K 4 2x12 DRAG aTRUT J82I2 HNGR TFIIS ENO 4,I4`@ 241s% wf SIMPSON HW414 (SKEWED @ OUE 14 D) M- 5 4 x12. L r.DGE.R 5y8 , IBGLB CYai) J3 4.)4 12 LEDGER 1 1 P7 G -7 H -4 M -4 4x12 Hv D ME 14'T '3 e t 10 SIMPSON H14412 SKEWED HNGR B -4 OPR N -LCW to 5%8x21 'n 4x12 D.P11 W8x12.G E -4 D13L TRUSS "I M- GLs +sl'e ") HI H LOW OR 8 LON H -7 i TJI =G 2 4 ° 4 -7 4x12 LE 14/3 -'4 G ER 3 - - 5 L-7 LPG 4,66 LEDGER 7 +46) • 34 T. 0 G. PLYWD 2 "..6 BLK.G ,26- I I" 241-0" 241-' 134'- 1 6 1 - 1011 27.5 1 6 x 10 D.F. #2 EM SIMPSON EPC6b -16 6x6`D.F,4t 2 POST • i SECTION F -2 SCALE.: 9/4. dn AG 24" 9c... I!II i 1l liiI 1111.iiii I'�illi li !Hipp Ii !;!i !Ij1 �!1111115!IIIII!II!I!It I ,, 3�'n. ' r111�tII 8 I1111�I1 6 litrll i l il�lt MEZZANINE. FRAMING PLAN SCALE', 18g = 11 -0" NoTESI I) TOP OF MEZZAtNIINE FLOOR FRAHING (6OTToH r PLYWOOD) "15'12!;- 4*'4'Af3OVE REFERENCE. PATUM. 2.) NAIL 4 GLUE FLOOR PLYWOOD 3) MAXIMUM LENGTH OF TOT' 'S : 10 TJI/ 35 -- 8' -0" 14" JI/ 35 -- 12'-O" 18" TJI/.,35 16'.0" 20" TJI/ 35x- 2©' -O'' X-X CO* CITY OF TIikWIIA APPROVED AUG 5 1986 7? AS tltUlE0 of IVf IS N""" TEL (206) 324 -6160 RICHARD HUDSON 8c ASSOCIATES,`' INC CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 14 P?:•15 IIIIIIIII IlllItlll 1 :Ceuy�Y'ti9it ky" SHEATHING PER PLAN GLI) PER PLAN DETAIL i 34 Mc. It. EA. SIDE w /3 /4tlo M.4. — 7/3 x G x 1 -Co BRG jt., w/2 - #5 x 2' -6" VERT / Gam" GA. 8" CM U WALL 15EYONU w V —8" CML! WALL_ SECTION SCALE : V4" = 1' - O" 5 " '-1 !4 %d' w/ 3 -15/8"0:1) x 5 "LAGS DETAIL f Arairmilm Amy I' -6• IO" 3"(3 3' II 3/4", G "x 24" e ROOF W "xCc "n 2' -0 GME1Z. SECT w /55 x 'LLG" VERT. II GLi5 PER SI'CMU WALL i°LAI.1 GROUT SOLID SECTION F-7 SCALE : 4" II-O".. FACE OF C.M.U. PER PLAN 1'16" BM I" CLR 9'8 "x8 "x 10rt. IJt /2 -45 2' ^J"VErT. e 5 "GA. 4 2- 45,12 =O" HORIE, C,M.U. WALL ---/ V4 "It_ EA, SIDE. N/ I - Y4 "() M SECTION L -7 Scp•L..s • v4:1, i' -o" SAL. PER SECT. E - 5 2= # 5 NORM.. GL6 PER PLAN GL5 PER PLAN w/ SIMPSOkJ HHLI216, -2TF HAIJGER --- %' 0.3.15. m4," (t EA, SIDE. w/ z1/4" SIMPSON STI2 STRAP GLP) PER PLAN 5/8" PIRG ri —T.6, COLU M N PER PLAN SECTION 5-7 SCALE: 3/4" = I' -O'' SIMPSON MST 37 STRAP 3 /4hT 4 G, PLYND 2 x 4 FLAT BLIC3 (2.13AYS ONLY) TRUSS PER PLAN GL- -. PER PLAN SECT ION G -7 SCALE : 3/4 ".I' -0" GL13 PER PLAN NH 3.25 HNGR SECTION M -7 SCALE. : 3/411_ ILO" GLf3 PER FLAW ---- ft EA. 510E w/ 3 /q" q5 M. PS. TYP > 94(0v T S. COLUfr N PER FLAK! DETAIL c %i." 0,5,15, w %'� /4'�E- A�SIC3E -GL5 PEK FLAW (SKEWED) L3RG (C.. GLS PER PLAN SECTION C -7 SCALE : 5/4" = 0-0" GL PER PLAN %2II ft EA, SIDE. W/4 • %4 "c1 M. 6. SECTION H-7 SCALE : 5/44 II- O. . /4 • f3M PER PLAN 6 N PROVIDE SHORING /4" I EA. SIDE 1^1/2- 3/4 "ck M. B. !2" y11111111/11111 1111111/111111 III 3, �I %2' %2 "x12 "x I' -3 "It W/4 - s /8 "(11) KWI K BOLTS (5" MINIMUM EMe,ED ENT) DETAI L SECTION SCALE : 3/4" I;I 111IIII11Ii11111i 0" N -7 •.. wg1�IMli 2 IOd &I °/c. a' Gi1U u/ALL 5I0ING FACE OF PEA ARCH. PLYWOOP -1 CM U WALL PER PLAI,J DLTAIL / c .� - I/." PLYWIJ ' 4 GMU PAR PLAN l 2 x4 e 24"k 13E`(0 N D 34" It. EA. SIDE - w/ 3/4" H. 6. x 6 x O'- f3' EjRG f. w /2- *5 x 21-6" VERY. e 2 " GA. 4 - *5x HORIZ. SECTIOfJ b -7 SCALE: 34" = I' -OI' \, U314 HNGR e EA. END SECTION LT-7 SCALE : 3/4" = I' -01. 3/4" T. G, PLYIAD TRUSS PER PLAN 2X6 @24 "% NALL PER ARCH. 2- IOd @ Fa" % I6d @6 "% 2-2x6 TOP It ----- ---12" C D X PLYND NAILED W /IOd @ 6 "q� EDGES, 12 "% HELD. SECT1ON P -7 SCALE: 3/4" II= 0" IOcI ®4" %. 5/4" -f 4 G PLYWOOD 4Ltitiifr LEDGER TRU5 JOIST PER PLAID 1/2." CD)( PLYWOOD NAILED w /IOd @ 6 "% EDGES 4 I2 "% FIELD T. S . COL. PER PLAN "TIZ,US :FOIST, PER rLAN 2x4 CON Z ) ( ( a 2.41"%., BALANCE PER M -5 SECTlOiJ E -7 SCALE : 3/4" = Lb PER PLAN 3/I6 "12 EA. SIDE VI /I- 5/4 "� M.B. 5/8" 5RG ft. %2 GUSSET f2 SECTION K -7 SCALE. :3 /4 " =I'O 2 -IOd @ ice" 3/4" T. 4 G. PLYW D 2 x12 +TOI ST PER PLAN - SIMPSON LU212 SECTION R -7 SCALE. 3 /4 "+t II -O" HNGR 2x12 LEDGER x N/ 5.16 d NAIL... e EA.. STUD CITY OF TUKWILA 44_ oPLIME D AUG 5 1986 AS NOTED BUILD G DIVISION TEL. (206) 324 -6160 RICHARD HUDSON c ASSOCIA2ES, ` INC.. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE':` 18 SEATTLE, WASHINGTON 98122 I 0111'611i-to i it ulllilll li,t�i111 )i � .. O : 11 : ": 1 v 13 - , .14 . {.: 15 Iillllil )I11itM IYIIII111 I111i1111 Illlh111 Iilllllll,l1111111111 S4 111 e' F. OND E3Ni W/2 - #4 48 "% 8 "C.NI.U. WALL SEE WALL ELEVATION FOR REINFORCEMENT itIGIP IN-ISOLA-T. I ON SEE ARCH. 4 n1 @24 "94 / 7- 5"CONC. SLP$ 3'CLR SECTION A SCALE: 3/4 " I'- *4 ;" DOWELS To MATCH VERT. REINF 2 - 11'5 CONT. SIDING PER ARCH. y211 PLYWD 2 x 4 FLAT--- 44 12 "%E.W. EA. FACE /MATCH VERT STL. (W/C.M.U. VERT REN 1\IF. I I'ICONNC . STEM WALL 2 "CLR DEPTH PER FTG SCHEbUL.E c, KU. WALL. REINF. PER. WALL ELEVATION PI �U IN SU L. SEE ARCH . #4. DOWL 5 "CON C, SLAB O'- O" c,, 24" 1 3 "CL.R r- tiff SIZE 4 REINF. PER F1T SCHE.DULE. SECTION D -8 SCALE : 3/4 "= I'- O n 6' T.S.CAL. PER FLAN 7/ COL. 2.1-8" q" STEM \PALL --•\ V 34" F- uv/ 2.- 5i " O K'VIK BOLTS" (EMBER 5" MI►•i.) 4 - *5 VERT. L -- W/03 Eel LIE5 eI2 "% - - *5 a 12" X HORI2, . �,1, -, tom, (r 4 eI ROWEL e 24 7 c 5 "CONC. SLAB DEPTH PER FIG SCW _4_,L1: :i4iREIN•IF PER FTG. SCH 5ECT I O 4 G --8 SCALE 4/4" = 1t-on MGM, INSUL.. ♦i • C.M.U. WALL EEYON C2 RIGIP INSULATION SEE ARCH. PER ARCH,— / / i • I - *4 CONT. 1'- #4 n' `.24 "1G DOWELS 5'' CONC. SLAL IS Z 0 EsALANCE PER SECTION A-8 SECTION (3-5 SCALE.• 3/4 " = ILO" 8 BOND BM W/2 -44 @.48 "%. 8 "C.M.U. WALL SEE WALL ELEV. FOR REINF. FA'..E OF C,M,U 4 STOREFRONT FACE OF CONC., STEM WAD. st 2,_ a„ 8" C.M.U. WALL. c SEC. C -8404, WINDOW PER ARCH. ,81/2" WALI. W/ 5 e 12 " % NORM, 4. #5e12 "%.veRT.� E.„ 44 Ni 24" %. DOWELS —5' CON(. SLAB (MATCH WITH VERT. G.M.U. REINF eC -8A (PER PLAN) PER ARCH. -\ 2 "CLR DEPTH PEK FTC SCHEDU LE O %2" Cpx PLYvIP (JAIL w/1041 C (4."6* ELMS 4 12, "% Flax) Ioit.5"X 4L@ 24 "% E RI4I2 INSUIr.. SEE ARCH. '411-111-6" @ 24" %. (,ROUT AFTER COL. DOWELS INSTALLATION 3/4" LEVELING GROUT TS. COL. PER PLAN S "CLR 2:- 5" — - ------ R161112 IN U-AT I ON SEE ARCH . SECTION C-5 C -8A (ALE % E/4" = I ,- -- 5"CNNC. SLAB 3 "CLR $it E. REINF. PER FTG SCHEDULE SECTION E. -6 SCALE : 3 /11- " = I'- o" -'Lxfs DF.'2 IL' v4/ /2 "SZ 24''% ----- 5" cows, SLAB =11.1== � '\ CONY. (PENS FLAN) to /-4t4 C':Olol T: 5EC.TiO J N -8 SCALE, 41". (PER PLAN) �, 411 rt N /4 -5/8 "c KWIK ,OLTs (EMBED 5 "'M IN.) SIDE >� REINF, PER 5" CON C. SLAB+ Q,, OBI FIG SCHEDULE SECTION F- 8 SCALE : 3/4 "m 11- 0 " a - $''CL.R. DEPTH PER FTG SCN EDULE SONRY: HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO UBC STANDARD 24-4 AND ASTM STANDARD C90 -70, GRADE N. DESIGN f'm *'1350 psi, f'm .e 1500 psi AT SOLID GROUT WALLS. MORTAR SHALL BE TYPE S, f'm L" 1800 PSI AT 28 DAYS. MORTAR PARTS BY VOLUME EQUAL 1 PART PORTLAND CEMENT, 4/4 -- 1/2 PARTS LIME PUTTY AND DAMP LOOSE AGGREGATE NOT LESS THAN 2-1/4 NOR MORE THAN 3 TIMES''THE SUM OF THE VOLUME OF THE CEMENT AND LIME. IF PLASTIC TYPE CEMENT IS USED, LIME PUTTY NOT. TO EXCEED ONE - TENTH VOLUME OF CEMENT. GROUT STRENGTH 2000 PSI AT 28 DAYS. GROUT PARTS BY VOLUME EQUAL 1 PART PORTLAND CEMENT, MAXIMUM ONE -TENTH PARTS LIME PUTTY, 2 w 3 PARTS SAND, AND MAXIMUM 2 PARTS PEA GRAVEL. GROUT ALL CAVITIES COET*INING REINFORCEMENT IN LIFTS NOT TO EX ED 4' - 0 ". LAP REINFORCEMENT 40 BAR DIAMETERS. SEE BELOW FOR INSPECTIONS. R TION SOIL ENGINEER TO TAKE COMPACTION TESTS WITHIN BUILDING AREA'AND IN PARKING LOT IN ALL FILL AREAS. COMPACTION TO BE AS REQUIRED BY SOILS REPORT. FOUNDATION i SOILS ENGINEER TO INSPECT FOUNDATION EXCAVATIONS PRIOR TO POURING FOOTINGS , AN INDTPENDENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT CONCRETE, REBAR, , AND MASONRY AS FOLLOWS. MASONRY - THE INSPECTOR IS -TO INSPECT REBAR PLACEMENT AND TAKE THREE GROUT AND MORTAR SAMPLES THE FIRST THREE CONSECUTIVE DAYS OF MASONRY CONSTRUCTION AND EACH THIRD DAY THEREAFTER AND PRIOR. TO GROUTING TOP LIFT OF WALL. 'TEST OPSCIMENS AT -7' AND 28 DAYS_ . HOLD THIRD CYLINDER FOR FURTHER TESTING, IP REQUIRED. CONCRETE - INSPECT REBAR PLACEMENT PRIOR TO POURING. TAKE 3 CYLINDERS FOR EACH CONCRETE POOR. CYLINDERS TO BE TESTED AT 7, AND 28 DAYS. HOLD 3RD CYLINDER FOR FURTHER TESTIING, IF REQUIRED. COMMA OMUNG.M4STRUCIF100 THE CONTRACTOR SHALL PROVIDE ADEQUATB 8HORLIMG, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR. TO ,COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO: ALL FIELD :CHANGES.: SEE ARCHITECTURAL DRAWINGS FOR AIL FLOOR AND WALL OPENXN4 DIMENSIONS AND LOCATIONS, FLOOR AND '-WALL•• PINISH1ES,..,ETC. 1,S *+xa, ...,n,:. .. z oyH a{t",3r '" t S. #+:�3:b±. . .:. ;:: ,..n s ; . ";u�WKir.'�ria':r.a♦`a.;-:: -s. - r >:, ^.; ... -. " _. - '.�..a:b +µid 111111 51 IIII1III1II161 �Sa E CORE: UHLFORM .SUZLDING <: 'DE, 1982, IE POOL, ............. ..... . .•. 25 POE G(i F•�l.},i • ♦ • -'.. ♦ � w .. • 1 .,. ;ZQll1 j Ifx1 NBZtiNNINR OFFICE ELt)Olt.... , 50:` PS.- PLUS 20 PSF tIP'.'1RTI MEESANI$1E STORAGE, 'FLOOR...125A PSF NDAT G ' UNDA N D.EsIGN PER REPORT 1E -•2720 RY EARTH CONSULTANTS, INC. ALL FOUNDATION WORK PER THIS REPORT. ALLOWABLE SOIL BEARING 2000 PSF PPR REPORT. ALL EXTERIOR FOOTINGS TO 8$ A MINIMUM OF 10 INCHES BELOW LOWEST ADJA- CENT GRADE. 801LE ENGINEER TO INBPPCT AND APPROVE FOUNDATION EXCAVATIONS. PRIOR TO POURING. ALL FOOTINGS AND SLABS SHALL BEAR Q4 COMPACTED STRUCTURAL FILL IN ACCORDANCE I TH TOE $OII,$ RB>PQRT, MPH ZONE, EXPOSURE "R" 1 LOAD CONCRETE $ c 00 psi FOR FOOTINGS f' c v 2500 psi FOR ALL SLABS ON GRADE f' c as 3000 psi FOR CONCRETE STEM WALLS MAXIMUM SLUMP * 44 ° PLUS OR MINUS 1 MINIMUM 5 SACKS CEMENT PER YARD ALL CONCRETE MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UIBC AND ACI CODE 318.77. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDG818 UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFO CING T . LA Lg A D S 88 $ LDED REINFORCING SHALL EE GRADE 40 (fy • 40,000 psi; fs s 20,000 psi). OTHER REINFORCING STEEL SHALL CONFORM TO ASTM A615 -76a, GRADE 40 (fy 40,000 psi: fs 20,000 psi). LAP COiNTINUQUB REINFORCING BARS 36 BAR DIAMETERS IN CONCRETE, 40 BAR DIAMETER$. IN MASONRY, 1' -7" MX W1UM UNLE$S NOTED OTHERWISE. CORNER BARS (1' -7" BEND) HILL SE PROVIDED FOR ALL SORIZONTAI REIN- FORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE CI .iNUAL OF.STA 'A •D P (TIC OF DETAILING R;INFORCED CONCRETE TRUCTU E =. LDE. WIR ABRIC TO COMM! AS AN A'. WEJ.DEp' ' D T10- =HALL CONFORM TO ASTM A -108 (fy m 55,..QOQ. . L )_.. ._ cM v XcLL, t ��o Na ���NlEgEWEA y 4 L _ p_ COVER. TO MAIN REINFORCEMENT TO BE: FOOTINGS .3 INCHES FORMED SURFACES WM — WEATHER FACE ..:..........1 -1/2 I• NCBBS INTERIOR PACE' 3/4 INCHES EARTH FACB • .. • . 2 I• NCIJE$ W LD D REBAR LDED RR OAR REINFORCING; FOR WELDIN : TO BE GRADE 40. USE FRESH E70 LOW HYDROGEN ELECTRODES, TO WELD CONFORM TO PROCEDURES OF MIS D1.4 -79, E .ST RECOMMENDEQ.PRACTICES I FORCING : REINFORCING TO BE WELDED ! FALL NOT .HAVE. .. _..._ _ 354. ALL WELDS TO BE BY CERTIFIED WELDERS. f• . MISCELLA SOUS STFB : TUBE COiJUMNS SHALL CONFORM TO ABTM A500, GRADE B (fy * 46,000 psi). M.ISCELL- ANEOUS STEEL SHALL CONFORMITO ASTM A-36 (fy - 30,000 psi) . WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS PILLET MINIMUM. ALL WELDS TO BE BY CERTIFIED WELDERS. SSE FRESH 060 . RLECTRODEB. SUBMIT SHOP OR10117f S TQ Ji C1 *,ITECT FOR A '5160 OilU i AElt Ci►TION as *MISCELLANEOUS STEEL. MISCELLANEOUS STEEL HANGERS TO SE SIMPSON OR APPROVER EQUAL. „NAIL:ALL`HOLES. WITH NAILS AS SPECIFIED BY MANDFACTURER` UNLE$S SHOWiI ' OTHERWISE ON DRAWINGS. . 'MACHINE BOWS TO BE A -307; ANCHOR BOLTS ;INTO CONCRETE MAY 8E "XWIK;BOLTS "., MPARA BOLTS", OR APPROVED EQUAL. MINIMUM EMBEDP1>ilNT PSR UBC TABLE 26 -G.: F•AMING L -ER* . X 6 STIFF'NBRS .............. 4 X PURLING... 2 X 6 STUDS.. 2 X 6 BOTTOM PLATE FOR STUD WALLS 2 X 4 CANOPY MEMBERS EXCEPT. YERTZCAL MEMBERS H.F. 12 PER PLAN E.F. 12 (REPETITIVE). .D.P. 12 .H.F. 12 (REPETITIVE) AS NOTED ON SECTIONS LUMBER NOT NOTED TO SE D.F. 12 ' OR, BETTER. ALL GRADES SHALL CONFORM TO PA RADI � ES FOR W ST RN LUMBE 1979 EDITION. ALL BOLTS HEAD' AND 'N ITS ' B -fi R' ' "AGAINST WOOD c ALL BE PROVIDED WITH STANDARD CUT' WASHERS. ALL WOOD ; IN CONTACT." WITH CONCRETE ' OR MASONRY - SHb L BE PRESSURE TREATED. MAXIMUM MOISTURE CONTENT '19% 'AT INSTALLATTION; FOR, ALL LUMBER. £b a 1150 .Rai ..fb .. 1150, psi fa*625 psi . b . 1.:1350 psi GLU - LAMINATED WOOD MEMBERS: GLU - LAMINATED WOOD ROOF BEAMS, KIDS'DRIED, INDUSTRIAL APPEARANCE. STRESS'GRADE COMBINATION 24V' -V4 (fb - 2400 .psi; fv *:165, psi), AT SIMPLE SPAN .ROOF BEAMS- STRESS GRADE COMB/NATION 24F -V8 AT CANTILEVERED.BEAMS (fb = 2400'psi;'fv = 16.5 psi). GLU- LAMINATED WOOD FLOOR BEAMS, KILN DRIED, INDUSTRIAL APPEARANCE,. STRESS GRADE 24F- V4.(fb » 2400`psi; fv * 165 psi). GLU --LAMS MUST BE`OBTAINED FROM AN APPROVED FABRICATOR. SUBMIT SfOi' 'DRAWINGS TO ARCHITECT PRIOR 'TO' FABRICATION. ORIENTED STR ND BOA DS: ROOF SBATHI G.......•.1 /2" PELICAN STURDI -'WOOD PANELS.... INDEX 32/16 ALL ORIENTED STRAND BOARD SHALL CONFORM TO ICBO REPORT No. 4255 FOR PELICAN STURDI -WOOD PANELS- PLYWOOD: ; 'EOOR SHEATHING........3 /4" T & G W /EXTERIOR GLUE...INDEX 48/24 ALL PLYWOOD SHALL CONFORMED U,S. PRODUCT STANDARD P.S. 1« -74,' NAILING SHALL BE AS INDICATED ON PLAN. CONTRACTOR IS TO CALL THE ENGINEER FOR 'INSPECTION OP ROOF AND FLOOR DIAPHRAGMS PRIOR TO COVERING. TRUSSES: TRUSSES ARE TO BE METAL PLATE CONNECTED WOOD TRUSSES, FABRICATED IN'ACCORDANCE WITH OBC STANDARD No. 25 -17, PART V. TRUSS FABRICATOR TO PROVIDE ALL REQUIRED' BRIDGING AND BLOCKING, BOTHI' PERMANENT AND ERECTION. SHOP DRAWXNGS,� STAMPED 'BY • A LICENSED WASHINGTON ENGINEER, ARE TO BE SUBMITTED TO THE.ARCH1TECT PRIOR TO FABRICATION. DESIGN CRITERIA SHALL MEET OR EXCEED THE FOLLOWING: OFFICE FLOOR TRUSSES LOADING --- TOP CHORD, 50 PSF L.L. PLUS 33 PSF D.L. ;BOTTOM CHORD5 FEET D..L. STORAGE FLOOR TRUSSES LOADING MOOR TRUSSES..... .DEFLECTION —0 ««M ..r TOP CHORD 125 PSP L.1 PLUS 13 PSF. D.L. BOTTOM CHORD5 PEP' LIVE LOAD.... .. L/400 TOTAL LOAD L/360 TR S8 U• LIERB NOTE: TH RUE: .t ?IGURA IONS, INCLUDING DEPTHS AND MEMBER SIZES, SHOWN ON THE DRAWINGS INDICATE THE DESIRED TRUSS CONFIGURATION AND ARE TO BE COMPLIED WITH WHEREVER POSSIBLE. IF A TRUSS .MANUFACTURER IS UNABLE TO MEET THE LOAD REQUIREM*NTE $11► I>FI `UIi DING DNVNSION WITH THE TRUSS' CONFIGURATION' INDICATED, HE IS *. BU8NIT NOTICE TO THAT AFFECT. TO TH8` ARCHITECT R TO `'SUSS 1TTXt L. (200) 324.6160 A COST PROPOSAL OR BID. trig :: OW= =DSO ASSOCIATES, DM. CONSULTING ENGINEERS 16.05 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 li I 4' -O" GIZOuT --. 1 I I SOLID AESOVE OPENING $" BOND EiM W/ 2 - #4 HORN. e 48" % GROUT SOLID BETWEEN OPENINGS 3 - # 5 EA. FA Ck` @16 "% (6 TOTAL,.) 2 -4S EA. FACE L >3p EA, SIDE OF OPENING 3 - #5 EA, FACE @.!6 "% (6 TOTAL) 2 - #5 EA. FACE G 8 " /.. EA. SIDE OF OPENING 6M SEAT` PER C -6 E5M SE PER C- - 3 "BOND SM N/2 - 45 Halm. • 2 O" -Q 2 - #4 ra-TO MATCH ALL HORI2. REINF. 5 @ 32"X. VERT. 8" BOND BM 1 N/ 2. -1 5 11 ORI E. CMU WALL rGROU T SOLID GROUT 50L1 D c IJORTI-I ELEVATION F-111=14 cl.1 LI WALL @ WEST ELEVATIOIJ AMEN NalliiigaiiiREiir-a • ANGLE. vAkies / (SEE FOUNDATION FLAN) 411 HORN, REINF, (TYP.) PER ELEVATIONS #5 VERT. @ CORNER CELL GROUT SOLID TYPICAL CORNER DETLL CAULK (TYP,) PVC WATER STOP GROUT END CELL %2" / SOLID EA. SIDE OF JOINT •/ #5 VERT. EXPANSION J'OIN`I' __ _ . _-+ SEE PLAN FOR LOCATION NOTE t CONTINUE BOND IBM . ROOF FLOOR 4, TOP aF WALL THROUGH MINT. STOP ALL OTHER BOND BM% @ EP SIDE OF 3OI NT C.M.U. EXPANSION IOINY 1 11 BM SEAT PER D-3 3 - #6 EA. FACE @.a"o /`' 3 - 45 EA. FACE. (Ea TOTAL) L ," BOND 6M N/2 - 45 HORI. 41 -0" ~G ROUT SOLID 4 -$15 @ 8" a /c. EA. FACE. C.M.U. FIN WALL EllE1011111-1-5" MIN TYPICAL STEEL PLACEMENT DETAILFO R TWO LAYER VERTICAL REIN. 45 VERT. GROUT SOLID 44 CORNER e,ARS TO MATCH ALL HORIL. REINF. 8 "BOND 5M W/ 2 - #4 HORIa. @.48 "% 0 8" bow) BM w/ 2 - 1=5 NogI2, fr 345 EA, FACE /..@IE,''1c ( (z,TOTAL) X28' -O ")1 3-#5 EA„ FACE @ 16" %. (6 TOTAL) 45 10, TO HATCH ALL VERT RI~INF LAP 2'- Is MN, w /ALL REItiJF.— mcniumenummu BM SEAT PER A -r7 0 E® 4 -'-•.. 8M SEAT PER L- 9' BM SEAT PER ' L-i ' #5 E.F. (I IN EA . CELL) 2 - #5 @ 8"X C;.M.U. FIN NALL_ 5ETINIEEN GRIDS ® 4® \* IPA to 44* Nli '\'t vimiLtrikw_AP--massr Imo itcaminsiN I/ 3 - #5 EA. FACE. (6 TOTAL) r' GROUT SOLID gM SEAT PER M -6 8t1 BOND E5M W/ 2 -45 MDRIz. 2- 45E.F.- t — 8" eOND BM W/2-44 HORIB. e489%. %G I~jM SEAT ' .PER E -5 `-- 4' -04 SOU17 �...0�1 - GROUT 45 Ea. FACE Id "7c. CM L! VA LL SOUTH ELEVATIO4 B ET »./f.Eh4 GRIDS 0 4 —n >ammenamia BM SEAT PER A-7 - I 45 E.F. (I IN EA :CELL) 6 -45 @8 "% C.M.U. FIN WALL... @GR!D® HORI2. REINF (TYP,) PER ELEVATION • 45 IN EA. END CE L GROUT SOLID 2 - #4 ", o^ TO MATCH ALL HORIa. REINF. CORNER DETP.IL @ GRID HORN. REINF. (T'YP.) PER ELEVATION C.M.0 CONNECT 1ON @ GRID $' POND BM W/ 2 - #4 HORN. @ ROOF 4 MEez. LEVEL. NORT f3M SEAT PER F -7. BM SEAT PER M -6 3 5eIF, "% EA, FACE BM SEAT 'PER F -7 6M SEAT PER E -5 5 -415E.F 'Q 81i v/G (10 TOTAL) 91B ®Elre1111eml13113 m®HMI /11■ iii.--, I � 1v. Oil 2 - #5 EA. FACE 25' -t ' @ROOF T BM SEAT PER N-6 3 -45 EA. FACE @ 8 "1Y, (6 TOTAL) — I - #5 EA. FACE CON T. I2'-4-4 @ MEZ2.•T 1; 3M SEAT PER .T-5 3 - 45 EA. FACE @ 8'1% (6 TOTAL) ' H—SEE C.M.U. WALL i BELOW . ((BETWEEN LI GRIDS �3,1 4 BM SEAT PER M -k:, 0' -d CM LI \/ALL, @ SOUTH ELEVATION GRIDS E 4 GROUT SOLID C.M.U. NOTES I) PROVIDE *5 VERTICAL AS INDICATED IN ELEVATIONS AT ENDS OF HALLS 2 (4 - TSEA OTAL) FACw @ P' %CONT• AT EACH SIDE OF ALL OF 2 #5 E. FACE @8 "9c 2) PROVIDE. HORIzONTAL 'REINF. AS SHOWN 4TOTAL IN ELEVATIONS, 2 - #4 C� 48" %. MINIMu 2 - #5 ABOVE. , E3ELO14 ,L\LL OPENINGS EXTENDED 2' -O' MINTIMUM SEY'OND OPENING. 3) FOR ONE LAYER VERTICAL STEEL PLACE BARS AT CENTER JF C.M.U. FOR Tk O LAYERS PLACE GARS AT LEAST 5" FROM FACE OF C.M.U, SEE. DETAIL. (4 TOTAL) BM SEAT PER E -5 2 -45 EA, FACE @ 8"/G (4 TOTAL) • I I� ■•■•••■■•■■..., CMU SHEAR WALL @ EAST ELEVATION GROUT SOLID 45 VERT._ BARS (TYP.) CELLS GROUT SOLD 28' -0 "s, 8" bow-) 5m W/ 2 -44 HORIe, @ 48" Yo o'-oh -EAST CORNER WALL, Eievr1oN @GRIDS! i Ins: t 1 III ;l!IIIIII Ijlllliu i)I I Ili • '';t a..S�.'^G k.':iAYli3jJ�"+�.x.�sr C4. . 'ly "�,•� t Y+�'2.. TJ is 3, CITY OF TUKWILA APPROVED AUG 5 1986 AS NOTED BU !0 M a DIVISION TEL. (206) 324-6160 RICK -HUPSON do ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE, 18 ,. SEATTLE, WASHIN(,TON 98122 ` I 1 IXII LEI W 8M SEAT ` 4 PER F -5 71 ill P4" 4 12' -4%'' �, _ c . - (a) It I I I F-111=14 cl.1 LI WALL @ WEST ELEVATIOIJ AMEN NalliiigaiiiREiir-a • ANGLE. vAkies / (SEE FOUNDATION FLAN) 411 HORN, REINF, (TYP.) PER ELEVATIONS #5 VERT. @ CORNER CELL GROUT SOLID TYPICAL CORNER DETLL CAULK (TYP,) PVC WATER STOP GROUT END CELL %2" / SOLID EA. SIDE OF JOINT •/ #5 VERT. EXPANSION J'OIN`I' __ _ . _-+ SEE PLAN FOR LOCATION NOTE t CONTINUE BOND IBM . ROOF FLOOR 4, TOP aF WALL THROUGH MINT. STOP ALL OTHER BOND BM% @ EP SIDE OF 3OI NT C.M.U. EXPANSION IOINY 1 11 BM SEAT PER D-3 3 - #6 EA. FACE @.a"o /`' 3 - 45 EA. FACE. (Ea TOTAL) L ," BOND 6M N/2 - 45 HORI. 41 -0" ~G ROUT SOLID 4 -$15 @ 8" a /c. EA. FACE. C.M.U. FIN WALL EllE1011111-1-5" MIN TYPICAL STEEL PLACEMENT DETAILFO R TWO LAYER VERTICAL REIN. 45 VERT. GROUT SOLID 44 CORNER e,ARS TO MATCH ALL HORIL. REINF. 8 "BOND 5M W/ 2 - #4 HORIa. @.48 "% 0 8" bow) BM w/ 2 - 1=5 NogI2, fr 345 EA, FACE /..@IE,''1c ( (z,TOTAL) X28' -O ")1 3-#5 EA„ FACE @ 16" %. (6 TOTAL) 45 10, TO HATCH ALL VERT RI~INF LAP 2'- Is MN, w /ALL REItiJF.— mcniumenummu BM SEAT PER A -r7 0 E® 4 -'-•.. 8M SEAT PER L- 9' BM SEAT PER ' L-i ' #5 E.F. (I IN EA . CELL) 2 - #5 @ 8"X C;.M.U. FIN NALL_ 5ETINIEEN GRIDS ® 4® \* IPA to 44* Nli '\'t vimiLtrikw_AP--massr Imo itcaminsiN I/ 3 - #5 EA. FACE. (6 TOTAL) r' GROUT SOLID gM SEAT PER M -6 8t1 BOND E5M W/ 2 -45 MDRIz. 2- 45E.F.- t — 8" eOND BM W/2-44 HORIB. e489%. %G I~jM SEAT ' .PER E -5 `-- 4' -04 SOU17 �...0�1 - GROUT 45 Ea. FACE Id "7c. CM L! VA LL SOUTH ELEVATIO4 B ET »./f.Eh4 GRIDS 0 4 —n >ammenamia BM SEAT PER A-7 - I 45 E.F. (I IN EA :CELL) 6 -45 @8 "% C.M.U. FIN WALL... @GR!D® HORI2. REINF (TYP,) PER ELEVATION • 45 IN EA. END CE L GROUT SOLID 2 - #4 ", o^ TO MATCH ALL HORIa. REINF. CORNER DETP.IL @ GRID HORN. REINF. (T'YP.) PER ELEVATION C.M.0 CONNECT 1ON @ GRID $' POND BM W/ 2 - #4 HORN. @ ROOF 4 MEez. LEVEL. NORT f3M SEAT PER F -7. BM SEAT PER M -6 3 5eIF, "% EA, FACE BM SEAT 'PER F -7 6M SEAT PER E -5 5 -415E.F 'Q 81i v/G (10 TOTAL) 91B ®Elre1111eml13113 m®HMI /11■ iii.--, I � 1v. Oil 2 - #5 EA. FACE 25' -t ' @ROOF T BM SEAT PER N-6 3 -45 EA. FACE @ 8 "1Y, (6 TOTAL) — I - #5 EA. FACE CON T. I2'-4-4 @ MEZ2.•T 1; 3M SEAT PER .T-5 3 - 45 EA. FACE @ 8'1% (6 TOTAL) ' H—SEE C.M.U. WALL i BELOW . ((BETWEEN LI GRIDS �3,1 4 BM SEAT PER M -k:, 0' -d CM LI \/ALL, @ SOUTH ELEVATION GRIDS E 4 GROUT SOLID C.M.U. NOTES I) PROVIDE *5 VERTICAL AS INDICATED IN ELEVATIONS AT ENDS OF HALLS 2 (4 - TSEA OTAL) FACw @ P' %CONT• AT EACH SIDE OF ALL OF 2 #5 E. FACE @8 "9c 2) PROVIDE. HORIzONTAL 'REINF. AS SHOWN 4TOTAL IN ELEVATIONS, 2 - #4 C� 48" %. MINIMu 2 - #5 ABOVE. , E3ELO14 ,L\LL OPENINGS EXTENDED 2' -O' MINTIMUM SEY'OND OPENING. 3) FOR ONE LAYER VERTICAL STEEL PLACE BARS AT CENTER JF C.M.U. FOR Tk O LAYERS PLACE GARS AT LEAST 5" FROM FACE OF C.M.U, SEE. DETAIL. (4 TOTAL) BM SEAT PER E -5 2 -45 EA, FACE @ 8"/G (4 TOTAL) • I I� ■•■•••■■•■■..., CMU SHEAR WALL @ EAST ELEVATION GROUT SOLID 45 VERT._ BARS (TYP.) CELLS GROUT SOLD 28' -0 "s, 8" bow-) 5m W/ 2 -44 HORIe, @ 48" Yo o'-oh -EAST CORNER WALL, Eievr1oN @GRIDS! i Ins: t 1 III ;l!IIIIII Ijlllliu i)I I Ili • '';t a..S�.'^G k.':iAYli3jJ�"+�.x.�sr C4. . 'ly "�,•� t Y+�'2.. TJ is 3, CITY OF TUKWILA APPROVED AUG 5 1986 AS NOTED BU !0 M a DIVISION TEL. (206) 324-6160 RICK -HUPSON do ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE, 18 ,. SEATTLE, WASHIN(,TON 98122