Loading...
HomeMy WebLinkAboutPermit 6621 - Val Vue Sewer District - Floor Deck and Walls6621 91-163 val vue sewer district 14816 military road south Permit 6621 - Val Vue Sewer District ..: . . • n. -. Val Vue Sewer .District SETBACKS: N- S - E- W- • 242 -3236 ADDRESS 14816 Military Road South, Seattle, WA PHONE f\ - --.- ZIP- 98188 CONTRACTOR Owner ADDRESS APPROVED FOR ISSUANCE BY: ZIP WA. ST. CONTRACTOR'S LICENSE # DATE: 6 _ 4, ._ EXP. DATE . ARCHITECT Horton Dennis & Associates, Inc. PHONE 822 - 2525 • • 1 . : V -N it i •' year 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: OSprinklers [)x Detectors 0 N/A UTILITY PERMITS REQUIRED? O ye s (through ® No Public works) ZONING: BAR/LAND USE CONDITIONS? 0 Yes Ox No CONDITIONS (other than those noted on or attached to permit/plans) f\ - --.- \ APPROVED FOR ISSUANCE BY: 4' r .. BUILDING d . ; OFFICIAL DATE: 6 _ 4, ._ u I hereby certify that I have read a d examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: -, DATE: 6 -- C — Q PRINT NAME: / ,r i - / COMPANY: 1 4 j /k , �,." , 7) IT T ;ITY OF TUKWILA )ept. of Community Development - Building Division 5300 Southcenter Boulevard, Tukwila WA 98188 206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: SITE ADDRESS ADDRESS USf; :': =LOOR TOTAL (0c) I 14816 Military Rd S 320 Second Avenue South, Kirkland, WA BUILDIW1 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) . FEES . ::DESCRIPTION BUILDING: PERMIT FEE... PLAN CH ECK FEE BUILDING SURCHARGE: OTHER: TOTAL PLAN CHECK NO.: SUITE # DATE ISSUED: AMOUNT:;. :76:00' 91 -163 CERTIFICATE OF OCCUPANCY NO. RCPT # 816'3 8:16:3 PROJECT INFORMATION DATE 4 24 --91 VALUE OF CONSTRUCTION - $ 10,000.00 PROJECTNAME/TENANT Val Vue Sewer District ASSESSOR ACCOUNT # 004100 -0087 TYPE OF 0-New Building • Addition LI Tenant Improvement (commercial) 0 Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof O Remodel (residential) O Other: DESCRIBE WORK TO BE DONE: Installation of the floor deck (extension of existing floor) and non- bearing stud walls. SQUARE FEET OCC, SQUARE LOAD FEET I OCC. LOAD OCC, LOAD SQUARE FEET SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD This permrt ball become null and vain rf the work is no n with 180 days from issuance, ar if the :work rs suspended: or abandoed . for a penod of 180 days from the last ZIP 98033 PERM T NO. CONTACTED �\ 1 Lam 1,�� . DATE READY DATE NOTIFIED (,., ( . q ll1 "- �T "l 4 Y; .... (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 0 3RD NOTIFICATION BY: snit PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) ��• SQUARE >'> FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD DEPARTMENTAL REVIEW "X " in box indicates which departments need to review the project. BUILDING - initial review FIRE V W. PLANNING PUBLIC WORKS 0 OTHER (BUILDING - final review (0 i REVIEW COMPLETED SITE ADDRESS PATE ROUTED) INIT: 5 INIT: (9/5- INIT: INIT: INIT: '1 BUILDING'?ERMIT APPLICATION TRACKING ) L j (0 (i i rtp.r3 RA J FIRE PROTECTION: ( Sprinklers FIRE DEPT. LETTER DATED: 6 / /0/ ZONING: REFERENCE FILE NOS.: UIREM UTILITY PERMITS REQUIRED? Yes PUBLIC WORKS LETTER DATED: TYPE OF COI1 STRUCTIOIT CONSULTANT: Date Sent - Date Approved - Detectors (T N/A INSPECTOR: S BAR/LAND USE CONDITIONS? MINIMUM SETBACKS: N- S- E- I G W- 7O UBC ED TIO (year): 08/17/00 WWI Juucnuertilut ouuluvatu, 1 unvvna vvr+ uo l coo (206) 431 -3670 DESCRIIsTiON AMOUNT RCPT DATE '. BUILDING PERMIT FEE f 17'7 .: C �` ,.., t i.1-�l PLAN CHECK NUMBER _ I .p� PLAN CHECK FEE 1(9 . r30 r . BUILDING SURCHARGE < 0� APPLICATION MUST BE FILLED i OUT. COMPLETE.4Y : OTHER. TOTAL - tGM• 5o SITE ADDRESS SUITE # 14816 Military Road South, Seattle, WA 98188 VALUE OF CONSTRUCTION - $ 10,000.00 PROJECT NAME/TENANT V ( \\ V 0•E_ Q w .k r I) j { 5t. District Garage /Office Remodeling ASSESSOR ACCOUNT # Do Li 100- OO } TYPE OF ❑ New Building U Addition LA Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage ❑ Reroof O Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Installation of the floor deck (extension of exist. floor) and non - bearing stud walls BUILDING USE (office, warehouse, etc.) Construction work inside office /garage bldg. NATURE OF BUSINESS: Public Services - Sewer District WILL THERE BE A CHANGE IN USE? 0 No ❑ Yes If Yes, new building requirements may need tobe met. Please explain: SQUARE FOOTAGE - Building: 2500sf Tenant Space: 2500sf Area of Construction: ±200sf WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? © No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER Val Vue Sewer District PHONE 242 -3236 ADDRESS 14816 Military Road South, Seattle, WA ZIP 98188 CONTRACTOR Work will be done by Sewer Dist. Employees PHONE -- ADDRESS -- ZIP -- WA. ST. CONTRACTOR'S LICENSE # -- EXP. DATE -- ARCHITECT Horton Dennis & Associates, Inc. PHONE 822 -2525 ADDRESS 320 Second Avenue South Kirkland WA ZIP 98033 CITY OF TUKWILA Department of Community Development - Building Division • BUILDIN PERMIT APPLICATION I HER BV;:CERTiFY <TWIAT) I�A RiErAtD Al It EDCAMINEO THIS; APPLICA .. . BE. TRUE:AN© CORRECTANEVI.:A : AU"CHC iiZEC�<TO APPI : OB THIS ER BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME Ter '(y Matelich ADDRESS 14816 Military Road S. SIGNATURE CONTACT PERSON Terry Matelich SAME TO DATE -��/- 97 PHONE 242 -3236 CITY/ZIPKirkland, WA 98188 PHONE 242 -3236 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED 1 -4 - put-gl DATE APPLICATION EXPIRES )0 Oy1WWat COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS Ell Completed building permit application (one for each structure Assessor Aocount Number Two sets (2) of the following: Structural calculations stamped by a Washington. State license engineer D Sails report stamped by a Washington State licensed engineer Topographical survey • Energy calculations stamped by a Washington State licensed engineer or architect :; E. Legal description Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings' :. Structural drawings Mechanical drawings Elevations • Civil drawings: • Landscape plan :; Completed utility permit application (one for entire project)' El Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility submittal requirements. ;RACK STORAGE Completed building permit application J Assessor Account Number Two (2) sets of plans, which include L. Building floor. plan showing • Entire space where racks will be located • Exit doors • Dimensions of all aisles' .. El Tenant space floor plan showing rack storage layout, aisles and exits.: .: NOTE: include dimensions of racks (height, width and length),. Wales and exit ways on plan, • Structural calculations stamped by a Washington State licensed engineer (radio storage W. and over). RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS C Completed building permit application (ono for each structure) Q Legal description E] Assessor Account Number Two sets (2) of working drawings, which ;incl • Site plan ... - (on plan: show closest hyd'lnr lacaekxr • Foundation plan • lncude access to bolding, shooing • Floor plan : width and length of access.) • Roof plan • Building elevations (all views) • Building cross - section • Structural framing plans Washington State Energy Code data Completed utility permit application SUBMITTAL CHECKLIST n Six (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may be combined See unity permit application and checklist for specific submittal requkaments: : Additional topographical and soils information may be required if unique site conditions. LI LI on of : tenant space • Existing and proposed parking •• Landscape plan (if applicable, i.e., change of use Overall building plan • Tenan location Use of adjacent (common wall), tenant !. • •Overall dimensions of buifd(ng o r square footage • Floor rplan of propoged tenant space • Tenant space plan with use of each room labelled;: • Exit doors, egress patterns •.New walls, existing wall, • and walls to be. demolished Construction details • Cross sections showing•wall construction and method o attachment for floor and. ceiling L Structural calculations stamped by a Washington State licensed engineer may be required If structural work is to be done sets) NOTE: 'Nally utility work is to be done,; submit separate utility permit application and plane ANTENNA/SATELUTE DISHES Completed building permit. application Assessor Account Number Two (2) sets of plans, which include REROOF C Completed building permit application (one for each. structure). Assessor Account Number ?; . Narrative describing existing roof, material being removed, and .: materfal.being installed ;NOTE ;A certification letter is required prior to final inspection and sign off of the permit I Site Plan (showing building and of antenna/satellite dish) E Details antenna/satellite dish; and method of attachment Structural calculations stamped by a Washington State licens engineermay be requirod RESIDENTIAL REMODELS :: n Completed building permit application (one for each structure) REROOFS Assessor Account Number Two (2) sets of working drawings, which include:. • • • Site plan • *,Foundation p1 • Floor plan Roof plan • Building elevations (all views • Building cross - section • Structural framing plans: NOTE: if any utility work is to be done provide utility permit application and plans must be submitted. Completed building permit application (one for each structure) Assessor Account Number Narrative describing existing roof, material being removed, and material being installed NOTE: A certification letter is required prior to final Inspection and sign - off of the permit Project: Type of inspection: Address: U �� ,v _ / r .�. Date Called: Special nstructions: Date Wanted: 3 -6` am. m. p Requester: Phone No,: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector Date: ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ro e: \KY--- 4./Alifi ype o npection: I Address:w3 6 NI, 0 _ t : /1 1?-1/ Special Instructions: Date Wanted: i , ....." — I, D /am. E. Requester: I P a f ( LI Phon e No.: 04Z 56, o Approved per applicable codes. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: ,k7 (#7 5_, 4 17 INSPECTION RECORD , Retain a copy with permit PERMIT NOd (206) 431-3670 Corrections required prior to approval. ADMIVAPAM11111111111kilEININE1111 o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PROJECT: I / f AndIDMIIL 4 _ 4 '1 4 10 1 PERMIT NO. 0 I SITE ADDRESS: A r / AIINIMITE DATE CALLED: TYPE OF A I iiirmagramp . DATE WANTED: / ii 71 g - q-q. ( : . I IP SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: 9 , g 1 (e INSPECTION RESULTSICOMMENTS , A i. _ ,...;,--4-4-- 6— - :-A..... .,,........ , /e "..0.A...„ okiXa;-Lii I \ INSPECTOR: e DATE: i r. . .•. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD v 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: ! , , J P j sfl IGf PERMIT NO. CO D'' SITE ADDRESS: I (nice /1I t 1 A a: • DATE CALLED: 7- 2 TYPE OF INSPECTION: DATE WANTED: 7_ 25.4/ I p.m. SPECIAL INSTRUCTIONS: REQUESTER: e rq e PHONE NO.: 2 X 323(0 INSPECTION RESULTS /COMMENTS: 3 . ; -vc....09--- --t. 46 -vt,,,:vc_..A--t;, _ . INSPECTOR: •P DATE: 7r LS-- `t INSPECTION RECORD CITY OF TUKWIL.A Dept. of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwlla Washington 98188 PROJECT: Vol: ' il� , , ► PERMIT NO. , • ,,_, SITE ADDRESS: \ ; k.0 ilia � rtlitro . A I DATE CALLED: DATE WANTED: -- 7 - 1 ; -- ♦ . XL,' ' TYPE OF INSPECTION: • r i, /Ia.. SPECIAL INSTRUCTIONS: REQUESTER: Fr f {' PHONE NO.: 'Z -- D _ , 1 INSPECTION RESULTS /COMMENTS: �� c� INCPP TAR. ("--- ... nero. 7 - 1 A 'ct CITY OF TUKWILA Dept, of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CORRECTION NOTICE The following items are found to be in violation of Ordinance (MSC- and shall be corrected. 1 ti e *i■ 'J C _• P 12-0 tAc w -- /NJ. V (k -c.c.s ter- 2 '4' (cc co n- 1 ,,s-v v -z_, f-c rt is 62,0a— err s, ->�-r �.- s7� c�1.�G�n w►� -�.� -- t3 CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 / 433-1845 / /! Date fS/ q / / Job Address 14 S)/ lt7 Piia thel -c._. TO ts 1 - € € ie - Ho ao -- ✓L— 2- (=- OUl'..- Signed Building Official /Inspector PROJECT: Inaignai,immws SITE ADDRESS: IMIENITIMalligAlial TYPE OF INSPECTION: • hSMIMINIIIIIIIIIIIIIIII .41 DATE CALLED: DATE WANTED: i SPECIAL INSTRUCTIONS: REQUESTER: IA L PHONE NO.: 7/ i INSPECTION RESULTS/COMMENTS: A I AMej 51-,cca,v-err--- / GeA-k_ 4.A , 1 / '(. - / 7 INSPECTOR: l - - MUM (in-ae CRY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 City of Tukwila Project Name 1 /.E/ Vie ,.. � e .. ,d r ,�. 7 Address / if /l, f•7 / �'� .� 1 /n Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Authorized Signature Date r`4" /-. $ 3 Gary L. VanDusen, Mayor Control No. Permit No. /' - 2 xi CY. FINALAPP.FRM• T.F.D. Form F.P. 85 NORTON DENNIS & ASSOC CTES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033 -6687 (206) 822 -2525 gro JOB No 7/56 k'//? S?W5 z D/s?,e. SHEET NO OF CALCULATED BY L 7I DATE CHECKED BY DATE SCALE /771R 9i RECEIVEp, vITY OF TUKwWIL APR 2 4'991 PERMIT CENTER HORTON DENNIS & ASSO kTES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033-6687 (206) 822 -2525 HD SHEET NO. CALCULATED BY CHECKED BY SCALE ./...o,A4'T ...p.Sciorr©w__ .. 1 /f /t rz OFF E SP/aCE $ ,I( LIG E / is4./I L- EG 11 t / .__.OcpPe _ _ !t!0 N 6 ...sf�*'6-_-�/. (!sLa . _ -, __ Rizl 'E 4 F T/- /E . �<I' /ST /la _ /F1. a ! /4 U/ - yv .rE /2 I. /c __. . .. GG c'TU /Zcf'_ / ..i 'G4.O .N._ ?..__ t/.'. k'l..ti.'' . I S'T4 G_G. _ _.4L .. . 4 _ G i %.. .C..l.- ... ReVa7 /%44 5'.. i0_ E.i c?7. 6' .. I- %s_. ___(.1yza1 ?>... SPPZ A /T E.4)/04,J L OF DATE DATE HORTON DENNIS & ASSOC +TES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033-6687 (206) 822-2525 HD 'r pEs/g/v. .. 0/4. i , ,_• i 1 .. .p4 - ,. ,gT21,/ c 4:6 LcAssevi/Pr/c/ti) 1 t. , 1 , . .e.V..C..S.. ? )4.. ! :... .i... .. . . ...... . , ! i 'DZ: 101 -1- :A4 ..... . - i I i ....1_ f ! i 1 1 - i T i • r • ! f•• , 1 1 i 1 1 1 L .......4_....., 4........!.....:„_....f....4.__.._.___...._i.......______ 1- -,-•• i l• - 1 .../...F.......p_p_..,..).../.7:654).i ./4‘4(.1f.)47........_.._......._._...,.................. 41)6 6 Afrtic37e i ..1/e..4 -1 1/vOr 1 eL//ite A44- ok...t'7-24/csre../.6.17 I I ! .1 ... 1 J. 1 ; ; , !-- .......... , 1 ....„ ...; . , i , ) .1 --1- _g 1/ -1- ,grEf4 PCS T 4 ,e - TS JOB /( 7/56. • SHEET NO, CALCULATED BY CHECKED BY SCALE -4 ' --t- B .. "LI/0g S6 2.)'97 • - • OF DATE DATE 1 ; • / R y/50 /_. qc\o /5./ • 441 ----r- - - ------1.- 1 .- ,3 / r :._ -16-,,,se• .. :(..,fc...z......7.7i..5.-.......s..... .. .. i I 1 , .1... ! I ■ : ' 1 , . , 1, 041= i '20 i _ 1. ,. -1.-- I - ..... ..., /L• • _ _....... L 1 .._ ------ 1 1 r 670.4......".f . ,_. i . / . - t- . „.. „. -i- 5 1 ....._ ... ,. ; /e2 ,..:,.. a. -- le. / 143 A. t— , 0 ------- -p,o - -- - -5' - i — /2.3- .26' 3.:. , 6 It N • /1, 9 • i . r *. PI/ x -A37,2 " /, .4- a.. ,,,,, 0 ,..,._ I ..,_ i _J. / . ,5 _,...• , ! , NV....,._4z./.....5-.. ' I i ,---1,-- 4 EZ4 t . '. -• /0 — a 42 ; --- - 61 -9.--- 9a --- p • 1-- • - - -- -46 1 4'eL! i ...t- 4-..N ' T 9 A ----- - •i , i , y / > 1 A C 37. r HORTON DENNIS & ASSOV .ATES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033-6687 (206) 822-2525 JOB SHEET NO. ; 7OcT CA4CG/ZA' 77(,/{) NO 7/5G (0 1/441 OF CALCULATED BY DATE CHECKED BY DATE SCALE t r= 98 93 c4 .... ; , 4_• -4 . s 1 ; ..... - ;5" •, 1 : cii /crye- .. . . 5 xi L. 1‘ : ,e Ace sPe •11114. rr. I _ • ' J4' • • • t. • 1 / foe! , HORTON DENNIS & ASSOC.ATES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033-6687 (206) 822-2525 HD 1 ' W.7 r,4 1 Ar7. ioe-- A Ft/ JOB No 7/5 6' . TT 1/ I-ILl/U E SE7ArEZ D /ST IZ SHEET NO. OF DATE DATE CALCULATED BY CHECKED BY SCALE ?' r 0 ; (SCE; 23 t'l 1 ) t - i ----- .. - . t -- - - -- — . L.. _ . . .. . i ' ( # • I I , . I i , I ' „ I- • .' i 6 i 7.. ' Dcx/14.41.5' f / ,.',.. - LA eci/ dA i , - L - 7 - • - --- - i• - ••••• ----- j 2/, ..!? 6) ir ... . .1. ....._. . _ „ .. . . _ ..! „. ..e ....[. ..1_ I._ ■ i. ' . . . . . .,„ . _ . 1 I . , _ --1- - — *ill/ r .4.. -- 8 • 4-.9 1 205 j25 —r-- I i 4 i 00e .4. , • T 1 , 4 ,": ,,,- a A ;_. 4,42 ,. 4-- in. 42 75 5 1 ; 1 /17 i i 1 3 r ,.,. 61.3 f ''• .. ....0.e.:__..0_e_.....0. , : 1 „ „ — ---- - -- '' • — - - ..........._,........Pg"...C 41 ..../1........... __. .„_4 „ .7. .a/..4... 1 . i , - i • I. . 'IT ' • ! I i , , „ i 1 ! ... „, . i ;, • • ' - --3- • , ;.... 1 i - 1-- i , - I — - ----- 2, • /4.t-,. , 42o2...9-i i _. Lir 5-1......0, /...6 1 ' = e%:,i39 ...i< g-?$..• ,560.,__ 714 7... —... --- ---- --- • ' - ' - '! -''' •*; ' - '. - - '''' - ' 4-- ! ' ' ..... . - 4? , L5 - I I : • • ) • —1- i 1 i . I ' t i- 4.- -;----. I . , ! i . i , -Def i i i 6/S 6 1. ,64i1H ' 1. 4 12 7Z i 1 . HORTON DENNIS & ASSOC.ATES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033 -6687 (206) 822 -2525 HD wr_L 2�2 l 5 ft 11>^ L 0,Se 3 x 42 r',- Gti,( .y/6 • JOB `VO 7/56.C SHEET NO G - VAL I/UE SC 6-ICE . OF DATE _ DATE CALCULATED BY CHECKED BY SCALE I . NORTON DENNIS & ASSOC , .&TES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033 -6687 (206) 822 -2525 HD JOB / 7/.S6. SHEET NO. 7 CALCULATED BY CHECKED BY /// i./; / GJZ= S6;J OF DATE DATE SCALE ..L- .=.. 3 1,2 r � x� u/004,1 0, e.;✓/ -r v _.. 35 3..s - / a5 �n ; 2 I 1 C , ! i 1 /) ..t___ r' 1 , _....L. ____ _._._ __ __.___ ._ .._ .._..._ __.. _- _L__.- - .._.._ . 4 z. 0 )4i/.... r?41 '4 .k:. 4._ __ C _ 45.._. _D... 4. ....I.. ... . i /,.2 k / MORTON DENNIS & ASSLATES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033-6687 (206) 822 -2525 HD NO 7 /Sr 11 / 1 G /c /6 D /S7 R/Cl' JOB SHEET NO. P OF DATE DATE CALCULATED BY L.FM CHECKED BY SCALE — r — 1 � 1 ff '�L i / irk d .9" � lY/E Q ro croC'U/' , k . / 4_ . . S,I*..CclT_ Ek[S'.LN4'_S 4 4 ' INSTALL NEIYiIF Uz i /QAi r. HO.RTON DENNIS & ASSCCATES, INC. GONSdJLTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033 -6687 (206) 822 -2525 HD JOB No 7/56 • !/,q t/z/ sE?t<oe U/Sre /C'T SHEET NO. OF CALCULATED BY LF/-I DATE CHECKED BY DATE SCALE -ICI ILt 4 - 11(X - - 1-1f d/uS� Qi r�= .� .5 _L$ .G._. 3 ,1 4'- (F/ -/`') ,F (CUGC/M TS! 3(3 "11666 Fd ,e1/2-'Q LG-r HORTON DENNIS & ASSOCATES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033 -6687 (206) 822-2525 No 7�; , 20 sca/ !/�[.I/ ' E,e J)JSr /c / SHEET NO /0 JOB CALCULATED BY CHECKED BY SCALE ,LF0 • OF DATE DATE HORTON DENNIS & ASSOCATES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033.6687 (206) 822-2525 HD JOB No 71 CO kiq 6 YOE %C tte D)sr,e'cr SHEET NO II OF DATE DATE CALCULATED BY LF� CHECKED BY SCALE HORTON DENNIS & ASScLATES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033-6687 (206) 822-2525 HD 1 5 ...........4x. -. -. �... .., Ekisri vG ccovEe OF STUD WALL DETAi KITS JOB 4/0 7/5 6 , I/ <IL `Us S& U. 6K Odsr /e'Cl_____ SHEET NO. ___.._!P2- - _.....__ -. - Or CALCULATED BY BY DAT E CHECKED BY ___ DATE _ _ SCALE x 4 /Gc'p PCS," f/OLDOWN ry/'E..17'.04,1 7. S / /`/PSO^✓ (CSC' is /Al ) 3/ / O EAPAs /O4) • T0L7 EV-5 41 02x 1 OrTQ / 5A L L r /A G 5 �� CO/VC,•S'LAL PA) • • . • i/C D G 4OHA) - 3,4se CC/vA//5C7 - 7o ,/ HORTON DENNIS & ASS .RTES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033-6687 (206) 822 -2525 tro JOB No 7(56, , VAL SUE SE.L'EII OJ r12ICr SHEET NO. 13 OF DATE DATE CALCULATED BY CHECKED BY SCALE • ! 1 -Otirs(DE 5LD6 4 • /1 —4 -- I i ; : . • . . . ; ' 1 , . . 7 -- , -4 ---,- ; ' i I ! 1 1 . i ; 1 I ! , ! . ! i . ...... ; t • .-- . . ! • ! ! 1 1 -1--; I , . i 'i • IF/itI.D 1/E,t/n I I 1 I t I ' It 1 1 1 i ' 1 • t 1 1 t 1 I I 1 1 _ t i I ' • I s 1 1 I 1 1 I 1 1 _ + t I I— i I i 1 , ),AISI,O.E FAC' i , • •-• ---- ('01-,C111 ; 1---- I 1 1 i ! • I , . = I 1 . 1 ' t i_. •,, ; _ ! / Ail FLAP., (14411'EDIrolBe 1 i ! ; • • / 7 - MO 2 ? 5 / 6 "Gfrthi 1180 lAks/de GL I / i . 6,k/21,pot, ,85•411f 4C60 i./ I 1/4/s104 e9F bsce 1 , /f!. 2 IFICOT cIbM ble_ = 1/ V I ; ;I-p, , ;/2.7/60:1e4) . I iff eer..4512-16--Arr-t- , • vale. 5/5"IPLA/c)00 i n °: • 1 i I 1 1 1 . -4 -4 , t a • I I 1 { L I ,;• 1 - --47:-k4W-& ' i 0te.C> • 'I L I t- t • • t t I - f t i I 7- I _4 _4,.______,........ 4....__ ____I • __4 t ! ! I ! i i ! 1 • - ... . i __ • , , _,. I _ : ,•, r i , ! ; 1 1 1 ± ! I 7 . ; 7 • L i .... i _ .1___ ;___. . i 1 I. __ 1 , 1 ...._4 ! ,..1. . . . c . 40P : 117/03/Aa .. _;,._ .. i i I 1 ! I - :.' i :1 1 T i II I i i i : : i I 4... ....- . r xl=iii --;- , I , = pelii ..q I Li , f 1 i 1 1 I : i i I. IT—, --t T- . , .: . , . J I . • : i : SECT! 0 /■..1) t , • 1 I • i q 1 ' ! if , ; . , 1 1 ___ i ____...,_ — i , 1. 1 , • 1 11 / 1 ..1_,C671th/Q_J 4.3i• I hAA,LGEes :JO/sr Al : t STut) • .1•0A41... . : . L91. !,80.4/e0 (eop, Aces) 2k4i•BOTT Pt:A rc • - • (11411- E0 TO Bil` - • - GOC).E) Ca O 0 > > -I -I RI m 0 - 4 0 171 0 Z 0z z, C QO - Cl) Z 9 04, ko. 6 M Z (n M m CI) HORTON DENNIS & ASSOC.ATES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033-6687 (206) 822 -2525 Fro JOB NO 7/56 SHEET NO. /5 OF BY 2- i' DATE CHECKED BY DATE SCALE fi q 1/6 TI CAC J e"t^LY/fl U (F,9C 'pr ,c3t4// 4/1'r 'O "-i L.. HORTON DENNIS & ASSC .ATES, INC. r ru∎IsI II TIN(a FN(,INFFR4 320 Second Ave. South Kirkland, WA 98033 -6687 (206) 822 -2525 Fro JOB NO 7/5G. 1/ALI/6 /4F G(;t.(', D /srf CALCULATED BY CHECKED BY SCALE DATE DATE F li ; •F iSrivG - '..Coa.ur /rV. CcONti/' 77QA, s {MEGA /2; As 6/5 "jt;p of .10 &rs • r'-/f) 7 roc. of 6 - /.2 86/011 • W /.'..v�rh,L,G' r^ (.,1 , ,A,{ GG' / 7H I ' ' A �� e .,, "Z1)/ BOopirt.5 I /Ln IrC' -- r • I a , t i � t k ETA Q - Q fr /N I e q ri J ,y� is 1 r I t —__ __-- : t 1 �i o :. __ _ . a. l .� t ___ L. 1 Gasp �c� /cTN, /rZJEr� G I %, ____ ' s2 k t � - �� 2 � LAG _J -, oofx -- - --- 6 � � � / � �4 ALL - _ _20 Ap C � } -To— UC _ _ , f Sr '� / �� � •. Ui� 5/8 G f /2 vMa r • , ,... -. -__4 __ 1 _ __ _. -___ __,.._._ _..- t___�_.___, , _... ____ ___ j ' _____ ___ ____ _-___. _ __ I i . -... .. .. , � Z .. .i .... i _.. .. ._.. i HORTON DENNIS & .ATES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033-6687 (206) 822 -2525 HD JOB No 7/56 , c 1/A L I "o SCR, F, "K 2 /ST SHEET NO. / 7 OF -_ CALCULATED BY CHECKED BY SCALE DATE DATE HORTON DENNIS & ASSOC.ATES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033-6687 (206) 822-2525 HD 1 2 ,10_ g*e. iJOTE gTD X4L )Ini E7 IST11■1 GTIZT -A- If-I Oti _ I _.A.J.L..oi_ • i I . ...,_ zi-Ay5r4vc,s Barr ) ( e 4 r0 L. r4i JOB /1/0 756 -) I/AL I'VE 2.. SHEET NO. OF CALCULATED BY LLfL1 DATE CHECKED BY DATE SCALE t. ,-9..x.9.--roP-p• bev.re ;- -- - --- ' - ----' - t c -i-• - t•- - ' ' • • • - 1 -- -L-5 / 16 KP-S1 60 fez) ; .. ..._ .4- ■ i I . i 1 - . 41 L "/ OfX4 i i 1..... 1 i -.1.. -f ! i r ,.: f . .; -,-. 1 1 ii . 1 , 1 1 ----;-.9. rrr. 411.SrAIG 1-; 1-Em TOD i f-- ETA IL , • T8 ..q4137. .1.-N. ..1*761/7.:"...,L,_.....,.,......... _. • .i ..._ r , i 1 ...... , , ,-- ..,....__,•••• .1 . 1 i ; [-- 1 I I 1 4 --- -1- - - - - -1 - ---- - - -I, ---- , , - + 1 ;; • _..1._ • Llf_oe_ ... e 1 E4, 4),c30 4 . 1 . , -- -- ---t- - ;---t----- , , i . 1 . . ; '• 1 - ---I--- i ; 1 I . ; i — 1 i ' -1-5*--. HORTON DENNIS & ASS■.ATES, INC. ( ONSUI_TING ENGINEERS 320 Second Ave. South Kirkland, WA 98033 -6687 (206) 822 -2525 JOB /1/o 7/56 1A.44 U/ D/ s/72. SHEET NO OF CALCULATED BY r DATE CHECKED BY DATE SCALE HORTON DENNIS & ASSOI .RTES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033 -6687 (206) 822 -2525 GENERAL NOTES: 1. ALL DIMENSIONS SHOWN ON THIS DRAWING HAS TO BE FIELD VERIFY BY CONTRACTOR PRIOR CONSTRUCTION WORK WILL START. 2. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. STRUCTURAL NOTES: 1. CODE REOUIREMENTS: 4. CONCRETE: JOB_ No 715 ) 1/A/ -eve s6 i16,e b/sr e/cr SHEET NO > OF CALCULATED BY GFM DATE __ CHECKED BY _ DATE SCALE ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, 1988 EDITION. IN ADDITION, ALL CONCRETE DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI STANDARD 318 -83 AND ALL STRUCTURAL STEEL DESIGN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 8TH EDITION OF THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." 2. DESIGN LOADS: IN ADDITION TO THE DEAD LOAD OF THE STRUCTURE, THE FOLLOWING WERE USED FOR DESIGN: LIVE LOAD: OFFICES 50 PSF DEAD LOAD: PARTITION 20 PSF NO WIND AND EARTHQUAKE WERE INCLUDED IN CALCULATION. 3. FOUNDATION: FOUNDATIONS SHALL BE SPREAD FOOTING. DEPTH AND MINIMUM AREA OF FOOTINGS WAS CALCULATED ON BASE SOIL BEARING PRESSURE 2000 PST PER UBC 88 TABLE 29B. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF CHAPTER 26 OF THE 1988 UBC. STRUCTURAL CONCRETE SHALL ATTAIN A MINIMUM 28 -DAY COMPRESSIVE STRENGTH AS SHOWN: FOOTINGS 3000 PSI SLAB ON GRADE 3000 PSI 5. REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40(FY - 40,000 PSI). HORTON DENNIS & ASSOCI..TES, INC. CONSULTING ENGINEERS 320 Second Ave. South Kirkland, WA 98033 -6687 (206) 822 -2525 HD 8. WELDING: 9. WOOD FRAMING: JOB SHEET NO. CALCULATED BY CHECKED BY No 7/56 ii ai. .1;4:; 11 ; 1 : .0 J /�, r 'r P/ I DATE DATE SCALE 6. CONCRETE PROTECTION FOR REINFORCEMENT: THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING: FOUNDATION BOTTOM: 3" 7. STRUCTURAL STEEL: STRUCTURAL STEEL, INCLUDING PLATES, ANGLES AND MISCELLANEOUS SHAPES SHALL CONFORM TO ASTM A36, FY = 36,000 PSI. STEEL TUBING SHALL CONFORM TO ASTM A53, FY = 46,000 PSI. BOLTS SHALL CONFORM TO ASTM A 307. ALL WELDING SHALL BE IN ACCORDANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY AN WABO CERTIFIED WELDER. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLB STANDARD GRADING AND DRESSING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION, FURNISH TO THE FOLLOWING MINIMUM STANDARDS. FLOOR JOIST: HEM -FIR #2 WOOD BEAMS: DOUGLAS FIR -LARCH #1 WOOD POST: HEM -FIR STANDARD 10. NAILING: MINIMUM NAILING SCHEDULE SHALL BE AS SHOWN ON TABLE NO. 25 -Q UBC 88. 11. DETAILS: ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE 1988 UNIFORM BUILDING CODE AND MANUFACTURER INSTRUCTIONS. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR. VALVUE SEWER DIST _IDl i Project Jo.: 9107 -09 �� 1 LUG 2 z 1991 Modif _ Date: 08/12/91 Source: Unspecified r Sample #3 d "fO 0 1557, Method 0 TEST RESULTS MATERIAL DESCRIPTION Optimum moisture =7.8 % Maximum dry density -133.0 pcf brown sandy silty with gravel PROCTOR TEST REPORT lAn r M M N N . Sad '44csuap , jo - ZAV for Sp.G. - 2 70 4.1. h. 1• _ _ 310 2 5 5 7 5 10 12.5 15 17.5 Water content, % POINT NO. 1 2 3 4 6 WM + WS 24.67 25.30 25.77 26.02 25.78 WM 0.00 0.00 0.00 0.00 0.00 WW 500.00 500.00 500.00 500.00 500.00' WD 482.00 475.00 466.00 463.00 456.00 WET DEN. 126.7 135.1 141.3 144.7 141.5 MOISTURE 3.7 5.3 7.3 8.0 9.6 ORY DEN 122.1 128.3 131.7 134.0 129.0 Remarks: 1-3/4 15% -3/4 + #4 m 21% - #4 - 64% TESTED BY Tui CHECKED BY a e T� � .,.,_,__ • r 12919 N.E. 126th PLACE KIRKLAND. WASHINGTON, 98034 v sD . C ?' . i'utt.b0 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION /ENGINEERS /GEOLOGISTS (206)223 -9800 (ocoa) SEATTLE (206)525 -670D EVERETT (205)259 -0817 VALVUE SEWER DISTRICT Date: 08/26/91 Project No.: 9107 -09 Source: Native Modified Proctor, ASTM D 1557, Method D TEST RESULTS MATERIAL DESCRIPTION Optimum moisture -6.3 % Maximum dry density -136.5 pcf PROCTOR TEST REPORT 41{11 to o in 0 cr, d 3d '44tsuap AJo ZAV for SP.G. 2.70 . seo 4 5 6 7 a 9 10 Water content, % POINT NO. 1 2 3 WM + WS 25.40 26.00 25.91 ( . WM 0.00 0.00 0.00 WW 500.00 500.00 500.00 ; ' f WO 479.00 472.00 464.00 j E {Ui, ;; ; 799j WET DEN. 136.4 144.4 143.2 L ( ., ; ..A MOISTURE 4.4 5.9 7.8 -_ .. .. 1". . J DRY DEN 130.7 136.3 132.9 Remarks: +3/4 - 14.0% —3/4 +4 - 10.7% - #4 - 75.3% TESTED BY CHECKED BY B B 12919 N.E. 126th PLACE KIRKLAND, WASHINGTON, 98034 V S� IC.c9 Tw1Lr 1 K.131 Tr'�' L CASCADE TESTING LABORATORY. INC. TESTING G INSPECTION /ENGINEERS /GEOLOGISTS (206)823 -9600 SEATTLE (2061523-6700 EVERETT (2061259 -0817 Location Elevation Wet Density PCF ( / / / / ` ii. ? 0< Pa') -2 /3q."") y .. /.'fY.'e... S— /.3s. s-- Moisture Content ... / 4 )'. , , , 5 5 . c i /e 6 /c. 8 Dry Density PCF . ./1/1 •, (. 302 7 1,7-2. f ..11 .4.( /lc .0 Proctor Value .. /.34.. o... / 39.O / 3 Y. ° . . /3y•.0... / 341, 0 Compaction — % .\ 1 5 qc.0 q z t o.(p $(ol Location Elevation Wet Density - PCF Moisture Content Dry Density - RCF Proctor Value 6 / 3-2 3 • ./ � 7 3 /3 .0 .... - 7 , , / (• 5 G. Y s� 07 ' o /3`>t -o 9'5.4 p / 907. b '' 1 /. 57 3 ' /36 q 17, (n /3).5"" i //• 5- I 3 . 3 /, tit �... , q 1 ') ..... , !: 1 !4; t AUG 2 , . 1 Compaction — % q5 DATE "/ ( V CERT. NO. �'G'7- 07 PROJECT Ver /Iive. ,. /i) ( 4 " 5/ LOCATION C / "" 4 S / 7 Sf BLDG. PERMIT NO. OWNER WEATHER G4C1 V TEMP AT AT AM PM ENGINEER ARCHITECT CONTRACTOR TO: CASCADE TESTING LABORATORY. INC. TESTING & INSPECTION / ENGINEERS /GEOLOGISTS 12919 NE 126• — PLACE KIRKLAI -O, wA51•wGTON 98034 69CRETT /6/f/6 /, /__ f/e oa 12061823.9800 12061 259.0017 ATTN: AS REQUESTED BY: THE FOLLOWING WAS NOT 42l d do45, 753& or hezek i a/ r,/ /� 1 1 C7G(14, Gv , e l `L2 •i>°e'7` /0 6 ,fr4e'1-0l C✓Qre 7:674 -d ✓XetAbe Uytep .10 o,t arc ,r v c,,L 7Q s. Net SC ne APROVED COPIES TO' V +a'L+ ‘C..61 k PREVIOUS REPORT NO. INSPECTOR: Ca FIELD REPOR U - 2- N:I2 5350 aC J' TL•001 American Print • Kent, WA • 854.9550 Part 1 CITY OF TUKWILA 6200 SOUT1!CENT! R BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -163: Val Vue Sewer District 14816 Military Rd S PHONE 11 (2061433.1800 Gary L. VanDnsrn, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME P jT OF j THE APPROVED UV PLANS UNDER TUKWILA BUILDING PERMIT NUMBER IID . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 3. All mechanical work shall be under separate permit through the City of Tukwila. 4. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 5 All structural concrete to be special inspected (Sec. 306, UBC). 6. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 7. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 8. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 10. Notify the City. of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. Val Vue Sewer District Page 2 11. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED x 1 Footings 431 -3670 X 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 x 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 R 10 Wail Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 CiTY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 14816 Military Rd S BUILDI1tG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Val Vue Sewer District CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVER INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. ofl,,,,00 PLAN REVIEW COiVI Eta i S Plan Check No.: "i I - 1(D Project: Vat. REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). ® All mechanical work shall be under separate permit through the City of Tukwila. 0 All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. O When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department Inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. ;4k: 1. Footings . Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney X 7. Framing 8. Insulation 9. Suspended Ceiling X 10. Wall Board Fastening 11. 12. 13. X 14. Fire Final 15. Planning Final 16. Public Works Final X 17. Building Final PLAN REVIEW COiVI Eta i S Plan Check No.: "i I - 1(D Project: Vat. REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). ® All mechanical work shall be under separate permit through the City of Tukwila. 0 All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. O When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department Inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. ;4k: Dear Sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -163 (512) Gary L. VanDusen, Mayor May 16, 1991 Re: Val Vue Sewer District - 14816 Military Road South The attached ,set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) 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 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) 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) (UFC 10.301) 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit doors shall be openable from the inside without . the use of a Key or any special knowledge or effort. (UFC 12.104b) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. An approved fire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 5. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Anv overlooked hazardous nnnditinn anti /nr vinlafinn of thc. CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * DATE 5 - I PROJECT NAME VAL Uf l.G 0 r r le Er aA+✓ti1'40 �Te&.■t, fJG�- ADDRESS I ( -4 t Wi 1 L-. A , CONTACT PERSON '1 i_,2 1 C L._t L' t 4 PHONE N tr Z1Z J�Z r ARCHITECT OR ENGINEER y PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER ? I , 6p3 TYPE OF REVISION: C ")hip . t &� ,��� -�� - -7 -7/ SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and dat6 r6visi9hs. SUBMITTED TO: © tom j k t,- fl I CT 17 OF RECEIVED rITY OF TUKWILA MAY 1 4 1991 PERMIT CENTER City a Tukwila PLANNING DEPARTMENT L E T T E R 0 F 6200 Southcenter Boulevard T R A N S M I T T A L Tukwila, Washington 98188 (206) 433 -1849 TO ADDRESS ATTENTION WE ARE SENDING YOU THE FOLLOWING Lj Attached [[ Under separate cover A ' COPIES (23 /P4.LTRANS) DESCRIPTION leidiata leezta;ed 147/07 cll DATE REGARDING T go — w•ffr..1...P►7 THESE ARE TRANSMITTED fJ For approval . .For review and comment LI For your use and information Q As requested Q Other CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: VAL Vile - E 1)161R61- — IG . AZemoos.. ADDRESS: 14 81(0 1 ; 61 DATE TRANSMITTED: 7, THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. ITEM PLAN CHECK NUMBER PLAN CHEC ADDITIONAL INFO , ATION REQUEST c11—I(o3 GI COMMENT 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 I--14k. FIB. StSTIOE C7GGUpANNCtt 6EpAATIOO4 16 teeS0112ED ZETLOE.E.14 TNE. opscis USE +Ate Tie. eAtebkie LE. TOE - Fc $W) Mot0t4 cal mT 4 of 4 - De t4or I t.totc:.os,Te. A COMpd. E.ii>okeasittotsi Tx.CAr6C 12E065 /75PAGe plA.N Tn Mp -k "(1415 6e.prosozOti �. ON �. 6E-aaructaN (Flee, oPa�o) PREPARED BY: 06 e Cice DATE: DATE RESPONSE RECEIVED: CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: VAL \/U C s � '0161P-GT _ OF RE.MODeL. ADDRESS: I4SL64 NIiLrTIi' 'Ike, S. DATE: / OCCUPANCY GROUP Z F GE I &AftzliCoe. TYPE OF CONSTRUCTION yl LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS . x.161-1 e)cir Gret 1.S 5 GEl� c K. Pi TibN (*rice = ti %OQ = 2- _ cco PaMTS I Oise Ex - r ° L K , 2(07�� f�> =-�; ; '`-� > 2`fin : - QPIAN eFFic-0 1130OL toregiklizE f5reriAes110tAs ea). L17 ( Nisub O tc — z, < 1C) . exte Ex T 2E&P. 44. ExiT\ 4G 4") Motas‹t eNtepolt . DETAILED REQUIREMENTS OCCUPANCY . UAL @ 1M OE GQt.t7 - Aa c - WE TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51-10, W.A.C. NOTES -Et,)' u) OF F ST1t4C% 13 e 6140(.435 4t- 4gr'` -IS moo, mAttA se C11 ( As A V Cp1`1STI2UCnON CeAsso oADN PtWXQ) Ar12EA exisTiW41 4 occc?( NCti) PREPARED BY: et-6 9 w5 .D Us,cp 6 koeic 'I 13E E L P a,_ c)Fsce.-3pAc.E. FOR use - el MAIi,1 1 ,U t GARAIDS ..— PLAN REVIEW S Com a 5 PLAN CHECK NUMBER 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 IgTFLtL 2 vAPFt.e, 1 (2 D 4 cNc.L not NCB. QDDtTict4 1tITAL. 4c7()4 c DATE: i , _z.a‘2 (w/7T _ 0- 2_4vii 4 4 DISTRICT GARAGE / OFFICE REMODELING DESIGNED Lc •A DRAWN T MIL CNE7r(fO_ 1' S SSVMQOI R E V I S I O N APPRO:'ED Consulting Engineers K I R K L A N D , * A S H H I N G T O N LIST OF DRAWINGS VAL VUE SEWER DISTRICT 1 COVER SHEET 2 FOUNDATION & FRAMING PLAN 3 - 4 DETAILS • IIIIII � 1 I 1 1 1 � 1 1 1 I 1 1 � I I ' 1 1 � 1 I 1 1 1 1 � 1 1 1 1 3 � 1 j I 1 I I � I I I I I I I I I I I I I I I I I I I I I I I 1 11 �1j� IlII�IIII � IIII 30' No.18 fb<":' :'r "'" g w�T II IIIIII IIIIIII! • LEGAL DESCRIPTION - VAL VUE SEWER DISTRICT - 14816 MILITARY ROAD SOUTH SEATTLE, WASHINGTON EXCEPT THE EAST 166 FEET THEREOF. 7100.01' 254.02' PLOT PLAN DkLE : I " : 7 0 ' • 0 - SEA- TAC AIRPORT VICINITY MAP &.i!!E : I" = 2 O% 0" THE SOUTH 60 FEET OF THE WEST 106 FEET OF THE EAST 166 FEET OF LOT 4, BLOCK 2, FIRST ADDITION TO ADAMS HOME TRACTS AS RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON. TOGETHER WITH THE SOUTH 60 FEET OF LOT 4 IN BLOCK 2 OF FIRST ADDITION TO ADAMS HOME TRACTS AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 50 RECORDS OF KING COUNTY, WASHINGTON. RECEIVED CITY OF TI IK'.NILA MAY 1it 1991 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED Mi NM, By V .� VAL VUE SEWER DISTRICT OFFICE P� F• MAT `• • �� of wes G , /kg.: Lieu- 'p°'•s /STER \,��' m 1 K' FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's opy of approved plans acknowledged. i Date 7 6 / / . 6 <! Permit No CITY OF TUKWILA APPROVED ,J UI 6 1991 A' BUILD! G DIVISION F..LEcrt•z CAL ME4tcL VAL VUE OFFICE BUILbING DISTRICT GARAGE I OFFICE REMODEL COVER SHEET ED •.• 1 I MAA .D_.___ SYMBOL R E V I S I O N , SY APPROVED DATE ��� sosom 4 DESIGN DRAWN CHECK r L Ca 0 T OI. CONNECT IOU DT NAN - 6EAZING 5T UD WAIL 'u; 4 "I 14` W/ ROOF - _ 5TLUCTUPE SEE DETAIL %, SHEET S -3 W ,. 0 „ OUTSIDE FACE DT BUILDING 3'Y l° EXISTING INNS FDt DETAIL OF STUD WALL — ABOVE 2 "d FLOC?, SEE DETAIL I ON 514EET 4 20' -0" 2 "xID' (a1 IL" D.C.. FLOOR JOIST 5" CONE. SLAG ON GLADE EL. TOP OF Y" PACTICLE HALO- MATCH W/ EXIST. FLOOC V -0" FOUNDATION PLAN SCALE: y" =1'4" EL. ±0.0 (TOP OF CONC. SLAB) SECOND FLOOR FRAMING PLAN SCALE /" = P 1 3' -0" ( SAW -CUT EXISTING 5 CONC. SLAB AND INSTALL FOUNDATION AS SHOWN ON DETAIL I ON SHEET 5 -3 5 ' -5 ., (FIELD VERITY) 3' -O" j TxID" 0 Ito" O.C. FLOOR 1OIS15 FAL TYPICAL CONNECTION T5 3x3 -- MTh 6" •L 17' 6EATtl SEE DETAIL : 2 ) SHEET S -3 TYPICAL NOTSLD I RL BRACING y1" R00 Wf THREAD FOP. TUCNBUCTIE ( BELOW FOIST COVE LED BY SUSPENDED CEILING) Consulting Engin.ers K I R K L A N D , SW A S H I N G I O N FR TYPICAL CONNECTION TS 3.3 WITH To "x12" CANTILEVERED BEAT 1 SEE DETAIL 3, SHEET S3 IA" EXISTING 2" X 4" STUD WALL (LEINSTALL ALL ELECT?Jt L BOXES - FACE Of EXISTING STUD WALL 2"%.10" .1DIST LOCATED TOP -- Of ET,ISTIW' STUD WALL FDR lo' x I2' BEAM AND 4x4 WOOD — POST CONNECTION SEE DETAIL D, SHEET S-3. NOTE: FOR FLOOR PLAN DT THE NEW OFFICE SPACE SEE SHEET S•4 Horton Dennis ' Associates, Inc. �� I!Il�llli Illllilii illlllill Iltl�llll IIIIIIIII ill�llllllliillllll lll!�IIII Ill�llllllilllllli CONNECT NEW 4x4 WDDD POST w/ EXISTIMG STUDS i~o) CANER. OP EXIST;NG STUD BEAPJNG WALL. USE Z- 4' $ BOLTS W/ NUT L WASHER, (TIP' E. MID- HEI • HT) USE HOLD INN (SIMPSON HD5A OR SIM ) FOL CDNNECTION WITH EXIST. CONC. SLAB (4 "$ EXPANSION 6Di.T) - SEE DETAIL 4 ON SHEET 5.3 �+ IIIIIIII IIIII IIIIIIIII II II IIIIIII IIIII�IIIIIII�I I I I I I I I I I I I I I I IIIIIIIIII +,III IIIIIIIIIIIIII +I 1 2 i 3j 14 5 6l No.18 Ig< w C 11 11 1111 VAL VUE SEWER DISTRICT 14816 MILITARY ROAD SOUTH SEATTLE, WASHINGTON APPROVED GENERAL NOTES: I . ALL DIMENSIONS SHOWN ON THIS DRAWING HAS TO BE FIELD VERIFY BY CONTRACTOR PRIOR CONSTRUCTION WORK WILL START. DRAWINGS INDICATE GENERAL AND TYPICAL_ DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR . CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. STRUCTURAL NOTES: 1 CODE REQUIREMENTS: ALL DESIGN AND CONSTRUC'T'ION SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, 1988 EDITION. IN ADDITION, ALL CONCRETE DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WPI'H ACI STANDARD 318 -83 AND ALL STRUCTURAL STEEL .DESIGN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 8TH EDITION OF THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." 2. DESIGN LOADS: IN ADDITION TO THE DEAL) LOAD OF THE STRUCTURE, THE FOLLOWING WERE USED FOR DESIGN: LIVE LOAD: OFFICES 50 PSF DEAD LOAD: PARTITION 20 PSF NO WIND AND EARTHQUAKE WERE INCLUDED IN CALCULATION. 3. FOUNDATION: FOUNDATIONS SHALL BE SPREAD FOOTING. DEPTH AND MINIMUM AREA OF FOOTINGS WAS CALCULATED ON BASE SOIL BEARING PRESSURE 2000 PST PER UBC 88 TABLE 29B. 4. CONCRETE: CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF CHAPTER 26 OF THE 1988 UBC. STRUCTURAL CONCRETE SHALL ATTAIN A MINIMUM 28 -DAY COMPRESSIVE STRENGTH AS SHOWN: FOOTINGS 3000 PSI SLAB ON GRADE 3000 PSI 5. REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40(FY - 40,000 PSI). 6. CONCRETE PROTECTION FOR REINFORCEMENT: THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING: FOUNDATION BOTTOM: 3" 7. STRUCTURAL STEEL: STRUCTURAL STEEL INCLUDING PLATES, ANGLES AND MISCELLANEOUS SHAPES SHALL CONFORM TO ASTM A36, FY = 36,000 PSI, STEEL TUBING SHALL CONFORM TO ASTM A53, FY = 46,000 PSI. BOLTS SHALL CONFORM TO ASTM A 307. 8. WELDING: ALL WELDING SHALL BE IN ACCORDANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY AN WABO CERTIFIED WELDER. 9. WOOD FRAMING: F FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLB STANDARD GRADING AND DRESSING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION, FURNISH TO THE FOLLOWING MINIMUM STANDARDS. FLOOR JOIST: HEM -FIR #2 WOOD BEAMS: DOUGLAS FIR -LARCH #1 WOOD POST: HEM -FIR STANDARD 10. NAILING: MINIMUM NAILING SCHEDULE SHALL BE AS SHOWN ON TABLE NO. 25 -Q UBC 88. 11. DETAILS: ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE 1988 UNIFORM BUILDING CODE AND MANUFACTURER INSTRUCTIONS. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR. _ 3/ 3'2." r-0" SCALE DATE S. NO RECEIVED CITY OF TI IKVVILA MAY 1 1991 PERMIT CENTER CITY OF TUKWILA APPROVED ,J U d5& 6 1991 RI HIDING DIVISION DISTRICT GARAGE / OFFICE REMODEL VAL VUE OFFICE: BUILDING FOUNDATION PLAN, FRAMING PLAN JOS No. - 1151o.OQ SHEET NO. OF f SG 10" U. WAY / iT - (EXISTING SLAB) /4 J_ IS 3 x 3 x' 6 W/ %i" x °Y , O' -°)" ---- WELDED TD COLUMN DULL 2 HOLES 1 "$ x 4" DEEP FILL W( NON- SHRINK GLUT £.. INSEP.T 2t• 4 3" 4 "01. (D" LONG 11.6, (1. t o' D) ROUGHENED SURFACE POE - bETTEft CONNECTION DESIGNED DRAWN - � (D'x IV WOOD BEAM A\ SYMBOL. 3" TYP....[ FACE Of EXIST. 5TUD WALL " 1 BALT 14 NUT L WASHER. FOE CONNECTION_ OF 4x4 POST TD EXIST. STUD WALL 11 Z ' J. I/ E (m - �f 1 ,1-- z - °► / II $ HOLES FOE. $ BOLTS Wj NUTS E. WASHEIL TS 315A, w/ R %x or% o' -°l" MELDED TO COLUMN *4 a IV EACH WAY SAWCUT EXISTING 'SLAb INSTALL / NEN FOUNDATION L REINSTALL SLAB A SHE - _L SECTION SCALE: 1't I'-0" 4x 4 WOOD POST WOOD POST 4 x 4 AND WOOD BEAM CONNECTION DETAIL SCALE: 1"=1'-0" %4 V _ I. 6 " 4- ( !.I I I I I I L_ EXISTINL• FOOTING EXISTING T. COLUMN 3 - 4 BOTTOM EACH WAY Yz' lo" LONG A.B. (t 10E0.111TLD) Q BEAM E. COLUMN Z %" (FROM FACE OF EXIST. COLUMN -- TO C OF NEW IS 311) s - 'tun ! HOLE FOE Y. Co" A.B. -- EXISTING SLAB ON GARDE t In DULL 4 HOLES 11 A 4" DEEP FILL WI NON - SH`ZINK. GENT AHD INSET ' L - 4 BAP ' II -9" 11 /i" 0 fcx WOOD bE AM C70 OUTSIDE F1KE _ II DE BLDG. f C MUST BE FIELD � 11" VELIFIED STANDARD JOIST t HINGE>E. ( ft COLUMR1 ( TYPICAL BEAMS — COLUMN CONNECTION DETAIL SCALE: I" : 1'- D" EXIST. COLUMN - T — ' ti l� : c=st_ -ate (my! y2 -' "a x 5" LONG LAG BOLTS (EACH BEAM) PLAN SCALE: 14" I' - D" 2 - r� - 1r'" II INSIDE FACE OF EXIST. `I II I� COLUMN 2 "x4" PLATE (NAILED TO BEAM) E., 11 II II II II --11--- �_ VIA' t IV 0.C. STUD WALL COVEY WI GYPSUM 13091.1) INSIDE FACE ONLY lo" xli" WOOD BEAM FLUSH 14 INSIDE FACE OF COLUMN 4• %," Ili HOLES FOR ,''$ BUTS WI NUT F WASHER — G` 112" WOOD BEAM _TS 3x31L Wj 0-SHAPE Y4" a. WELDED TO COLUMN -- L fox 4."1.4" - (a" LONG (4" VERTICAL) CONNECTED W TO COLUMN V 4 - �4" $ BOLTS LE M MAO REVISION APPROVED 3/'11 EL. ± `).tole (MATLGI 7,.- El. FLOC) (Z) %" G'(PSU11 BOARDS TYPE 'X (CEILING) EXISTING 2 "x4" STUD WALL --- OPEN SPACE — SECTION SCALE! 1".11'-D" I t E 11II IIII IIII�IIII 2" $ BOLT 10" It VC WOOD BEAM FACE OF (BEAM IS IN LINE w/ fOCE OF EXIST. COLUMN) rill)" FLOOD. JOIST 0 lb" Consulting Engineers • KIRK L AND, \WASH INGTON t COLUMN E. BEAM 5 �., Horton Dennis CC Associates, Inc. IIIIIIIIIIIIII I IIIISIII111II 1 I1 1111 i I tI i ili1I ii fIfi) iII!III�IIII IIII�IIII rx4" (a lb" O.C. STUD WALL 5/ G'(P5UM BOARD , TYPE 'X' — (6l7TII FACES) 2 "1.4" BOTTOM )'RATE (NAILED 10 BEAM) — 1,"x 12" WOOD BERM EL. IAA EL. B.tO - STAMDARD JOIST HANGER OF COLUMN 1' -le" 1. le" Alt" WOOD ICE AM 4 %6" 0 HOLES TM y1" $ • BOLTS 141 NUT L WASHER. T5 3i. 3 x 3 /1e Wf U -SNRPE 1 4" St WELDED TD COLUMN • TYPICAL CANTILEVERED BEAM — COLUMN CONNECTION PAETICLE BOARD UNDEILLAIMENT OVER_ 5 4,' PLYWOOD L 4"x4 " " CONNECTED TO EXIST. COLUMN W/ - 4- 5 /B "0 BOLTS DRILL 2- HOLES FOR -" -x 5" LONG LAG BOLT (2 REND EDR EACH SUPPORT) IIIIIIIIIIIiI'IIIIIIII 'I'I'II 3 I 4 51 I 6 9 � 8 Z mgt IIIIIIIIII ►.III�1I11IIIIhIIItIIIIh !IiIIIIIII D+ DETAIL SCALE l" =1'-O" ( 4" _ EXISTING COLUMN at CONNECTION SIMILAR. RS ON i° to S -2 -TOP OF JOISTS HAS II TO MEET TOY OF (ox 11" BEAM I al b PLAN SCALE; Ir=1' -11' d II SECTION GUILE: W"--11 VAL . VUE SEWER DISTRICT 14816 MILITARY ROAD SOUTH SEATTLE, WASHINGTON (o "x12" WOOD BEAM CONNECTED TO USE WITH 2 -y ")S x 5" LONG LAG BOLTS D _--- -- b" x 12" WOOD BEAM • DRILL 4 HOLES I b' • L S �- -- L COLUMN FO° 4 - BOLTS WI NUT E. IJASHFI' - -- EXIST 1NG COLUMN. Of COLUT''1N K BEAM 2" x.10" DOUBLE JOIST A PPR O VE D DATE SUSPENDED CEILING (HANG TO EXIST. P_'ODF STEUCTUP_E) 'L 4"i 4 ` 4. V- 4" LONG 14 4- '4," l HOLES FOR 5 1 t " $ BOLTS oCA« DETAIL WOOD COLUMN — BASE CONNECTION EXIST. METAL_ ROD FING P. R. NO. EXIST INL COMER OE STUD WALL Vi..12" WOOD BEAM u a L U EXIST. COLUMN 4 HDLDDOWN TYPE ITD5A SIMPSi1N (OR SIM ) -%° i .. 3" LAG BOLT EXIST. 't- PURLIN STACIE 0 24" D.C. -- 2" x4" GJ IV D.C. 51111) WALL GYPSUM BOWED (BOTH FACES) 3 4" $ EXPANSION BOLT EXISTING 2 *4 BOTTOM It. EXISTING 5" CONCRETE SLAG ON GRADE -- 1 YL" 0 DOITS WI NUT !!� L WASHEL (DRILL a 4I." HOLES IU EXIST. 1.- PLIRLINS) /�. Zt ID" JOIST -- - 416" (ti HOLE FOR 2-Y2" 0 BOLTS 12 >L' $ LAG BOLT SECTION SCALE'. 1r .1s-1)" VAL VUE OFFICE BUILDING DISTRICT GARAGE I OFFICE REMODEL DETAILS CITY OF TUKWILA APPROVED J U 6 1991 Ij B ILDI G DIVISION RECEIVED CITY OP TlIKWILA MAY 14 1991 PERMITCENTER - EXIST CORM t "xil" (n) Iv 0.C. STUD WALL L \O. • BEA211\1 ) cn r co ioa 4 z0• •0" ^. OF5tGE L;+7L• LoD'- Lo' MD Fl.. FF. EL. T°I.0 L.F.M . T. M.K. CHECKED {l-0_J. DESIGNED DRAWN SYMVOL REVISED PER CITY OF TUKWILA COMMENTS R E V I S I O N RkB RDS 11 'V APPROVED 5/I5 /9( SECOND FLOOR -- NEW OFFICE PLAN FLOOR PLAN SLAIL 1/21":1'-0" —Z 4" GO Ita' O.C. STUD WALL ( NON • 1SEAKIM ) �ll GAS - --2"x 4" OIL" O.C. STUD WALL (NON EEARINLO MST. COLUMN DOWN 15 THREAD Q 10'8.' i 7' /v" I II ■ e-c eAa9 1-q) Consulting Engineers 1!' LI L± 1 FIELD VIVIFY fUT5IDE FACE OF SUILD1106 NEW OfflLE Kt:M:Ln AKU 3'- 811 X7' LOPENIN(s 1 [XISTIM #__ STUD WAIL . . �� DOOR . Dennis '' Associates, Inc. VAL VUE SEWER DISTRICT 14816 MILITARY ROAD SOUTH SEATTLE, WASHINGTON KIRK LAND, 1/ASH INGTON IIIIIIIIIIIIIII IIIIIIiIiiuIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIiIIII�IIIIIII 8 L IJ • 8 E Z lug `�..- II11�1111 1111t 1111>1 j 1 III IIIIII IIIl�IIII Illl�illl IIII�IIII IIIIIIIII Illihill illi iiiilllll1iill Illl1llli lili1lill IIII{illl aes�� vs. • APPROVED ovmmmwm I /7" 0 BOLT 24" wl NOT t WASNEX. 1121 &\r (Z 24" wI NUT t WIkg -111Z. NOTE: LOMIJECT NEW 511)D WALL WITH E1115T. GI1LT A5 SHOWN INSTALL BOLT5 W Mat. DA „ 11°i11. / 6 1 II SCA*.R O0 L r 1 TYPICAL STUD WALL DETAIL 4 "1. 4" ■000 F�hT a aaL1tl) RECEIVED CITY OF TI IKWILA M fY 1 it 199 PERMIT CENTER NEVI 2 "x 10" O IV' O.C. RDQL _)O15 2" X 4" ® IL" ().C 5TIID WALL EX{5T. 0;1T (Jr Z" x 4" Tr PLATE -z t 4" tt IL" O.C. 5T11D WALL Z" x 4 • 1501TOM PLATE - EX15T. (ALT [MID HEI (BHT) 4 •TOY PLATE - _. - _ 1 " x IZ" WOOD SEAM Oft 2" i 10" EYIUELE GIST 5 R" WNW BOARD " x 9 • • (ATOM RATE NEW 5TUD UTALL 21.4" llJi' O C i ELEVATION J F o,< M� 0/,‘e r ••'�ff:1STEkE�•� �k�: �� Ofixj' • : "oNA E-t 2 2•'04" TOP PLATE ?- - 9 ADD 1 ULH EXIST . STUD / EMI. TDP ant E1,1ST\N(s 2."1. tr O ? WILL MAN VAL VUE OFFICE BUILDING DISTRICT. GARAGE I OFFICE REMODE SECOND FLOOR OFFICE PLAN `OPEN 5PACE CITY OF TUKWILA APPROVED J U 6 1991 40 ■ NEW LOUMIJ ' T5 V' '5" BUILD NG DIVISION �NEJN littIOATION FOIL T9 3'x3 JOS NO.