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HomeMy WebLinkAboutPermit 5511 - Little Deli Mart - Tenant ImprovementCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - 049 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address T.I. PERMIT # 5-5-/( Control # 88 -355 (513) 1pe ER PK. E.* Suite Tenant OFFICE SKARBO FURNITURE Assessors Account # 16705 SOUTHCENTER PKY SEATTLE, WA Contractor COAST AMERICAN #COASTAC142DF Address 500 LANDER ST • SEATTLE FOR BUILDING PERMIT ONLY LITTLE DEl I MART Phone # 575 -373 Zip 98188 Phone # 292 -9192 Zip 98124 Approved for Issuance By: S q • Ft. Office Storarehoage/ use W Retail Other Occ. Load 1st F1. 2nd Fl. 3rd F1. Total Fire Protection: ❑ Sprinklers ❑ Detectors Zoning Type of Construction Fees Date 12/9- sq. ft. @ 1st F1 sq. ft. @ 2nd Fl sq. ft. @ other sq. ft. @ other Total Valuation of Construction Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL . $ . $ $ $ 110,000 675.00 439,00 Receipt #(..,z67 $ Receipt # 6062 $ Receipt # $ Receipt # 6,947 $ Receipt # $ Receipt # $ 3 -50 $ 1,117.50 Special Conditions Add-u_4,4 P(hld.l.f�it� L k e, iQ.71L9 -CG' -G p 1- Ircuf.& CZU2C ref F Cid L 1 sa .1 ti, FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary ❑ Single Face ❑ Double Face ❑ Wall Mounted ❑ Free Standing 0 Other Building face Setbacks: Front Side Square Footage of each sign face Special Conditions Side Rear Total square footage of sign THIS PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS E OF WORK WILL BE COMP ,,� D WITH WHETHER SP LED HEREIN OK NOT. THE GRANTING Of A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR EL THE - / IONS ' ANY OT R STAT ' LOCAL LAW REGULATING CONSTRUCTION O THE PERF NMyiCE OF CONSTRUCTION. Signed_ S / A A :4 .,. 1 % $.4 Date ) % �' — I hereby affirm that l am 2s Contractor (signature)__ LICEN ED CONTRACTORS DECLARATION unf pr•'f:l'�ns o�- Busin`s and Pr't'�ssions Code, and my License is In full fort and ffect. ' Al ,, i . .it Date f Z " � OWNER- BUILDER DECLARATION ( 1 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not ,n'ended or offered for sale. ( 1 1, as owner of the property, Owner (signature)____. am exclusively contracting with licensed contractor's to construct the project. Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 4214 (8'4 -9 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor COAST AMERICAN #COASTAC142DF Address 500 LANDER ST. T.I. AT'IVE' PK. E.Ak Suite enant OFFICE SKARBO FURNITURE 16705 SOUTHCENTER PKY SEATTLE. WA PERMIT # S'S /I Control # 88,355 (513) Assessors Account # SEATTLE FOR BUILDING PERMIT ONLY Approved for Issuance By: S Ft. Sq. • 155E-FT. Office Storage/ Warehouse Retail Other Occ. Load 2nd F1. r. . Total Fire Protection: ❑ Sprinklers [] Detectors Zoning Type of Construction LITTLE DELI MART Phone # 575- '�7'3n Zip 9R188 Phone # 292 -9192 Zip 98124 Fees Date:j ? /- sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. 2nd F1. other other $ $ $ $ Total Valuation of Construction $ 110,000 Bldg. Permit Fee Receipt #(.y47 $ 675.00 Plan Check Fee Receipt # 6062 $ 439.00 Demolition Receipt # $ Surcharges Receipt # (.96,j S 1_5n Other Receipt # S Other Receipt # S TOTAL 5 1,117.50 Special Conditions +1t ft02/ i 00-4 (re- .UAJL1� 2.(,t i 64a0u4 fd - a��at� "cCuf.� i `� a i�,d ,A1 tfi FUR SIGN PERMIT ONLY 0 Permanent [] Temporary 0 Single Face 0 Double Face [J Wall Mounted [] 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 l5 NOT COMMENCED WITHIN 180 DAYS, OR IF ABANOONtU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. E OF WORK WILL BE COMP 2�., 0 WITH WHETHER S' IED HEREIN OR NOT. THE GRANTING OF A PERMIT IONS .!J ANY OT STAT LOCAL LAW REGULATING CONSTRUCTION OR Date , Z Z ED CONTRACTORS DECLARATION scions Code, and my icense Is In full fort and ffect. Date / Z �� __,. .... . 1 HEREBY CERTIFY GOVERNING THIS VIOLATE OR Signed_ I hereby affirm that I am 1 is Contractor (signature)_ LICEN .' enedun(� prrA,.nso _ � ' i CONSTRUCTION UR wURK IS ',I,S'ENOED OR ALL PROVISIONS OF LAWS ANU ORDINANCES DUES NOT PRESUME TU GIVE AUTHORITY TO THE PERFj RN.MCE OF CONSTRUCTION. OWNER - BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation. will do the work. and the structure is not •n•?nded or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date ✓" -89 -039 � i�U $.i iit«83i"RiR4z6Af �tMx�ras. u.+... s............,...................,..,.... n ....,.,...w.u.�u,.nev.ner..�w.rc axv+; n:+ tz��s�cu .a.ta.azwu.n.ww.rnwwmalenuly srce.140, s510". •T..:L•u'i;:iUh iii •8;'S:n`�gf:'°.V..l':n4:fit'��: CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPEC ION RECORD PERMIT # Date Aeg-510 Type of Inspecti n F 4 Date Wanted 41/.57/F1 a.m. Site Address - ,4) • ./01,4 2E7 Project 0'1116 D,i% nia.4 Requestor 6 o19 IlMtlae- Phone # 575--07q/ Special Instructions ,/ Inspection Results /Comments: Inspector Date W/P h� /P i citatgrAtie n bAkiAMM LIAtI AINC ast.t 01AVnr� ;�ti%arak4040211dient.thlMy uvkcueumwde gwarow m. + w... w. wva.. aw. warr.vu+ocmnerm:ittivuc'ANIVANW CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions INSPEC p,ON RECORD PERMIT #��� Date 2 ? f7Y// /5,9 Date Wanted c71/ /00 r Project G/ sD Phone #c-%v�� 7/ .m. Inspection Results /Comments: /' // G't= /, l am- e re) Inspector ,;7"-Prj.- Date /f179 CITY OF TUKWILA Building Division Tukwila,t Boulevard (206) 433 -1849 VtV+.l r. t0.lw.VX.HQ4rua.., : :v541,? -.Ar T)itkur+ARM.J..AA3t:.fttffiix .':r: .M'::- INSPECION RECORD PERMIT # / Date 3 -,,,7- 9 / S� Type of Inspection )()QA Date Wanted E - La-y 3 "a`/- I,�°y' p.m. Site Address -3c/'�' /4-L,-14-11-r,,, )%k- . Project l% .).e24 fzziaLA - Requestor d G cj p,t, Phone # 7,- /,sue' 8 q9 Special Instructions Inspection Results /Comments: d� T7' CITY OF TUKWILA Building Division Tukwila,tWashingtonul98188 (206) 433 -1849 Type of Inspection Site Address 1�(.5- Requestor Special Instructions 741/?/(i- INSPE.ION RECORD I3 ere c.✓ PERMIT # Date 3 --o. Date Wanted %GCS_ Project ,yti14 Otei m /A-1' Phone # 41EW ,5` ZS" : 747/ Inspection Results /Comments: d ' ,^ \ \Inspector rM Date •"7/`e,5" CITY Of TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor 3 ys 44>0- ek Special Instructions r'a� // INSPECT[2N RECORD PERMIT # 55- /1 Date '- / G - 85 Date Wanted Fr-C.' p _ /7 -29 a.m. Project 1-,1LLa_ Dom' Phone # Gaf�_ Inspection Results /Comments: t re' (9Pn -1 c2 • a _ „rr t- t. " is /71//ile - Inspector Date 2/2,i/r-7 CITY OF TUKWILA Building Division 6200 Tukwila, tWnshin Boulevard aton98188 (206) 433 -1849 Type of Inspection ?Its? CLQ4»C /I / (•o-m Site Address 1{6^'3 421 -PY Requestor)1 c��r /1ChY Special Instructions C�.4 ` p(1 y(4)t, of I 7r170 tl' V4f. l •10 rl'124 (!P INSPECTION RECORD PERMIT # 557 Date 2 /'/- A Date Wanted ,� �� O 1 Project 1.411,L1> Phone # 6'9a-9f9.2 u� LG 1 • F Inspection Results/Comments: e7 "GOf7 s. P.m, re) // r-C Ake Inspector Date /4 CITY OF TUI&ILA Contrdl No. x5"-- 1 .5•• Central Permit System Permit No. / .// FINAL APPROVAL FORM TO: 0 Building 0 Public Works 0 Police El Planning la- Fire Dept. 0 Parks/Recreation Project Name • - Address 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. project is NOT approved by this department; the following corrections are necessary: Authorized Signature Date 1 This project is approved by this department: .o' Authorized Signature Date CPS Form 3 1 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER T57/ . 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 3. All mechanical work to be under separate permit. 4. All permits to be posted at job site prior to start of any construction. 5. Any new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. 6. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length, 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free Facility (1886 Edition). 8. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). 9. 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 contractor's responsibility to have a set of plans approved by that agency on the job site. 10. Separate permit required for canopy and sign. • • ii 4 City of Tukwila . 190E FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor December 16, 1988 Fire Department Review Control. Number 88 -355 (513) Re: Little Deli Mart - 345 Andover Park East, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for eneh :3000 sq. Ct. of area. The extinguisher(s) should be • or the "All Purpose" (2A, 10 -B: C) dry chemical type. Travel d..lstance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, 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 rt.. 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) Commercial-type food heat- processing equipment from which grease-laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically shut; off to all equipment; under the hood when the system is actuated. (UFC 10.314) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 2. Exit hardware and marking must meet the requirements or 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 doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3303) (UFC 12.101) 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 12.113a) Exits serving over 50 occupants must be provided. with .illuminated exit signs. 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall f 1. rs t. be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9. 1 ) (UFC 10.307) 4. 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) 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 ,... inaf•n1100. (IT1?C 10,4011 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 3 The following items were discussed with the building department on 12 -9 -88 and with the fire department on 12- 13 -88. These items are now required: 1:) The corridor in the office area shall be one -hour construction. 2.) The door at the west end of the office corridor must be removed or provided with a magnetic hold open activated by smoke detectors. 3.).,A door must be provided between the kitchen and the corridor. 4.) The southwest room is now considered an interview room (not a sign shop). In addition, we suggest that.a fire alarm panel be provided and that the range hood and magnetic hold opens be connected to the panel. We further suggest that the fire alarm system, thus created, be monitered so that you receive the best possible fire protection. Yours truly, The Tukwila Fire Prevention Bureau cc :. T.F.D. file nod t� MILES CONSULTING (20S) 043-0$$5 1502$ B.E. 24TH ST. BELLEVUE, WA. 95005 TO: C ■"C`f \ \c. ui t 10200 Oto -(1 CJEL, T .(L- ca.-j 3 ATTN : `;3c, W VA 3l 1 G COPY T6 Vr, C3 We are sending you attached ❑ under separate cover via I `A\ LETTER OF TRANSMITTAL Nov s U :S d DATE: '2'7_ b`e.) Job # (?)" — 35� R E : L %Tt\ i(,4- Z. eeo t%a1/11,C�t�1 the following: These re transmitted: ctf For'approval ❑ Approved as submitted ❑ For your use ❑ Not approved Remarks a`-; . (20 J t --zreuP . `-0 '12A ❑ As requested ❑ For review & comment O For filing ❑ For bids due on r\ Cm_c. 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(' (`1 ''?j cr.A '19z 4 Amor C.,Q„C'1f.7Fa L - jazru z z' c x : fLit '�. (aSb 1st\ N1K vrt.A.-C..AN W N-%•? . Qr •moo cam.. S.M...0 o (. . • 47..o► w fr•., ■ tz$ S.c L 1414 "5• V:, '( ,13 T t -kkb.3 fi=t Nfee X% ths+-.L- � 14c*J s7 t -1 Lip --V t$- `.dW\ i nJ t'a p..4 Pke.A-AN "Vo tii-ejo■ o P.Z. 'ta Cr--crCM't C N `-t zo w( -L (UL\S -re, wP•LL... Pire P A ‘` 1 �.o.Jnl� cT i .-? A- C 01 Pet tiJ at) N RrfL' o (%J c=l tet W t'C l Ek P ( -2 (4 l'C COI∎Vs, ;S. (.7 * Vt C-,t. !aa \ Ccati� c'� u- t -e,41.... t. H w 1- PITTSBURGH •TING LABORATORY MI MIA • • GROUP NO, DATE C/1 -28 8 -3 -82• TEST DESCRIPTION MAIN RUJ'L..R /CROSS TEE COMPRESSION FORCE DATA TEST SECTION 13 BY GFB • PROCEDURE PER TEST PROCEDURE CMC NOS MAIN RUNNER CROSS TEE 1850 1854 WITNESSED BY P.T.L DAVID DUNN ISSUE NO. 1 DATE 6/1/82 APPROVED GFB NOTE REVISION REPLACES TEST MAIN RUNNER COMPRESSION L 111 CT TEST FORCE MAIN CROSS RUNNER TEE MR CT CROSS TEE COMPRESSION PAGE 1 OF 1 TEST NO. C1,2,3,4 SHEET 1 OF 1 TEST FORCE PLF AVERAGE LBS. TRIAL 2 3 TOTAL LIN. FT.. PER MR /CT MODE OF FAILURE C1 C3 1850 1854 85 85. 85 255 85 MR .340 'CROSS TEES AT HEADER FAILED 100 100 100 300. 100 CT 200 NOT TESTED TO.FAILURE MAIN RUNNER COMPRESSION TEST FORCE 'MR CT CROSS TEE COMPRESSION TEST FORCE TEST x C2 C4 MAIN RUNNER CROSS TEE TEST.FORCE PLF AVERAGE LBS. TRIAL 2 TOTAL LIN. FT. PER MR CT MODE OF FAILURE 1850 1854 100 100 100 300 100 MR 200 NOT TESTED TO FAILURE 55 55 55 165 55 CT. 220 CROSS TEE FIRE BREAK COLLAPSED • • �;. TEST DESCRIPTION TEST SECTIOI SEE SECTIONS � PTITS8URGH TING LABORATORY t .',`t';" MAIN _''rNER /CROSS TEE TENtAJN TEST DATA _ - = _�„_ ` PAGE 1OTF " ---- _- ---- -- TEST GROUP NO. T/1 -28 DATE 8/3/82 'BY GFB CMC NOS MAIN SEE TEST A B & C RUNNER TESTNO. T -1 A,B,C,D,E, CROSS SEE TEST D E & F TEE PROCEDURE TENSION TEST PROCEDURE WITNESSED BY P.T.L DAVID DUNN �,.- ISSUE NO. 1 DATE 6/25/82 APPROVED GFB NOTE NO. S E C T 0 S SHEET 1 OF REVISION REPLACES �}'� ---r -1 COMPONENT TEST PRESSURE PSI AVER. TEST FORCE LBS. MODE OF FAILURE CAT. NO. TYPE POSITION TRAIL 1 2 • 3 ;TOTAL AVERAGE A 1 2 3 1800 MAIN RUNNER STRAIGHT 41 43 43 1 127 47.3 498.7 COUPLING LOCK TABS BEND BACK UP 63 64 59 , 186 62.0 730.4 21 5° DOWN 53 53 50 156 52.0 612.6 22 : p 5° RIGHT 53 52 49 154 51-1 52.3 60_4.7 616.5 612.5 25 26 1880 5° LEFT 53 53 51 157 AVERAGE B 9 10 1 MAIN RUNNER STRAIGHT 26 27 25 78 26.0 306.3 COUPLING LOCK DENTENTS BEND BACK 5° UP 25 27 25 1 77 25.6 31.6 302.3 373.0 13 14 1850 5° DOWN 32 33 30 95 5° RIGHT 27 29 27 83 27.6 325.9 337.7 17 18 1860 5° LEFT 29 29 28 86 28.6 AVERAGE 329.0 C 5 6 1810 MAIN RUNNER STRAIGHT 59 58 56 173 57.6 679.3 COUPLING LOCK TABS BEND BACK 5° UP 74 70 74 218 72.6 856.0 5° DOWN 71 74 78 223 74.3 875.7 5° RIGHT 65 65 63 193 64,3 757.9 5° LEFT 67 67 67 201 ' 67.0 789.3 791.6 AVERAGE .D 1 1804 CROSS TEE WITH "A" MAR. STRAIGHT 24 24 22 70 23.3 274.5 DEFORMS CROSS TEE TAB AND SLOT 5° UP 23 23 24 70 23.3 274.5 11111111/11TEST 26 1884 5° DOWN 20 22 22 64 21.3 250.9 5° RIGHT 24 13 24 71 23.7 279.2 5° LEFT 24 23 23 70 23.3 274.5 AVERAGE 270.7 E 9 1804 CROSS TEE WITH TEST "B" M.R. STRAIGHT 21 21 21 6 2 .$ 24 .4 DEFORMS CROSS TEE TAB AND SLOT 5° UP 22 21 22 65 21.7 255.6 14 1874 50 DOWN 20 19 , 21 60 20.0 235.6 5° RIGHT 20 21 20 61 20.3 239.2 18 1884 5° LEFT 20 20 21 61 20.3 239.2 AVERAGE 243.4 F 5 1804 CROSS TEE WITH TEST "C" M.R. STRAIGHT 28 27 27 82 27.3 321.6 DEFO CROSS RMS TAB AND SLOT 1 5° UP 25 25 26 7i 25.3 291,0 306.3 _30.9...8_._ 5° DOWN __21_____a__, .5.........U......27........./.9......._26.3. 26 27 26 27 78 __26.0 .. 81 26_t ° RIGHT 5° LEFT AVERAGE •_3.14„,x_„ 310.0 CRnss TFFS 04 AIIFIFn HAVING THE SAME SECTIONAL AND END CHARACTERISTICS AS THE • tt PfTTSOURGH TESTING LABORATORY TEST DESCRIPTION ' `" `"" """ SEE SECTIONS S . • t ': ' _.. ` . MAIN R FR /CROSS TEE TENS I TEST DATA _ _ ■ ■ ' PAGE 2 OF 2 4 11.:_ =w __.._ .� ^ = TEST GROUP NO. T/1 -28 DATE 8/3/82 8Y GFB CMC NOS. MAIN RUNNER TEST NO. T -1 G,H,I,J,K,L CROSS SEE TEST G - L TEE PROCEDURE TENSION TEST PROCEDURE NO. 1 DATE 6/25/82 APPROVED, GFB NOTE _, NO. S E T I 0 5 WITNESSED BY P.T.L DAVID DUNN - c^" ' ""'-' �� ISSUE SHEET 1 OF REVISION REPLACES COMPONENT TEST PRESSURE PSI AVER. TEST FORCE LBS. MODE OF FAILURE CAT. NO.. TYPE POSITION TRAIL 1 2 f 3 TOTAL AVERAGE G 2 1814 1854 CROSS TEE WITH TEST nA" M.R. STRAIGHT 26 26 25 . 77 25._6 22.6 301.5 266./ . DEFORMS CROSS TEE TAB AND SLOTS 5° UP 23 23 22 . 68 21 5° DOWN 28 25 28 1 81 27.0 318.0 5° RIGHT 26 28 25 79 26.3 309.8 25 1864 5° LEFT 25 26 27 78 26.0 306.3 AVERAGE 300.3 H 10 1814 CROSS TEE WITH TEST "B" M.R. STRAIGHT 23 24 26 1 73 24.3 286.6 DEFORMS CROSS TEE TAB AND SLOTS 5° UP 20 21 22 63 21.0 247.4 13 1854 5° DOWN 23 20 20 63 21.0 247.4 5° RIGHT 22 24 23 69 23.0 270.9 17 1864 5° LEFT 25 23 24 72 24.0 282.7 AVERAGE 267.0 I 6 1814 1802" 2 18" 18662" CROSS TEE WITH TEST "C" M.R STRAIGHT 27 26 27 80 26.6 313.3 DEFORMS CROSS TEE TAB AND SLOTS 5° UP 23 22 24 69 23.0 270.9 5° DOWN 27 28 26 81 27.0 318.0 5° RIGHT 28 - 29 2.8 85 28.3 333.4 5° LEFT 27 28 26 81 .27.0 318.0 AVERAGE 310.7 J • 3 1824 1822:1 CROSS TEE WITH TEST "A" M.R. STRAIGHT 26 26 25 77 25.6 301.5 DEFORMS CROSS TEE TAB AND SLOTS 5° UP 23 23 22 68 22.6 266.2 5° DOWN 28 25 28 81 27.0 318.0 5° RIGHT 26 28 25 _79 , 26.3 78 26.0 309.8 306.3 50 LEFT 25 26 27 AVERAGE 300.3 K 11 1824 1822:: CROSS TEE WITH TEST "B" M.R. STRAIGHT 23 24 26 73 24.3 286.6 DEFORMS CROSS TEE TAB AN SLOTS 5° UP 20 21 22 63 21.0 247.4 5° DOWN 23 20 20 63 21.0 247.4 270.9 5° RIGHT 22 24 23 69 23.0 5° LEFT 25 23 24 72 24.0 282,7 AVERAGE 267.0 L 7 1824 1822" CROSS TEE WITH TEST "C" M.R. STRAIGHT 27 26 27 80 26.6 313.3 DEFORMS CROSS TEE TAB AND SLOTS 5° UP 23 27 22 28 24 26 69 23.0 81 27.0 270.9 318.0 5° DOWN 5° RIGHT 28 -21_ . 29 _21_ 28 „•,•• 25 .13.5......_1A...3. .. 81 __ 3 3�4.•_ 318i.Q.__ 310.7 _ 5° LEFT AVERAGE _j7.0 CROSS TEES QUALIFIED HAVING THE SAME SECTIONAL AND END CHARACTERISTICS AS THE PITTSBURGH TING LABORATORY OIMIMI 1%. Yea _▪ cur. rw • MAYO MAD OMMOMIOMM. ap. TEST DESCRIPTION MA, •RUNNER . VERTICAL LOAD DATA N w $- GROUP NO. L/ 1 -28 DATE 8/3/82 -8Y GFB PROCEDURE PER TEST DESCRIPTION CMC NOS MAIN RUNNER CROSS 1854,1874 TEE 1850 WITNESSED BY P.T.L. DAVID DUNN t C. NO. ISSUE 1 DATE 7/9/82 APPROVED GFB NOTE REVISION REPLACES_, TEST DESIGN MODULE 24" X 48" "'S' " PATTERN $tai atLIWN 13,14,15,16 PAGE 1 OF • 2 T1$$850 0. L1 SHEET --1- O L1 T R A 12' BEAM/ 4' SPAN - CONTINUOUS SPAN WITH UNIFORM LOAD, 12" O.C. STARTING 6 ".FROM,REST END SUPPORTS. HANGER WIRE SUPPORTS 48" O.C. WITH LATERAL BRACING (CROSS TEES) " 24 " O.C. zz L THK. WT. a- 1 .0152 E w 2 .014E F 3 .0145 L. 10 20 30 40 42 1414 46 48 omm 50 .037 .063 .087 .114 . 120 . 127 .133 . 136 .035 .058 .085 .125 .132 .140 .147 .154 .028 .053 .089 .122 .126 . 132 .137 .141 3 TR. TOTAL .100 .174 .261 .361 .378 .399 .417 .431 AVER. DEFL. .033 . 058 .087 .120 .126 .133 .139 .144 F A L R F INTERPOLATION DEFL.= SPAN /360 = .133" WT. 44.0 LBS. PER FT. FAILURE LOAD 1/ SAFETY FACTOR OF 2 = 50/2 = 25.0 LBS. PER FT. 2/ SAFETY FACTOR OF 3 = 50/3 16.6 LBS. PER FT. L1 END SPAN T R A L THK. WT. 12' BEAM/ 4' SPAN - CONTINUOUS SPAN WITH UNIFORM LOAD 12" O.C. STARTING 6" FROM REST END SUPPORTS. HANGER WIRE SUPPORTS 48" O.C. WITH LATERAL BRACING (CROSS TEES) 24 " O.C. 10 20 30 40 42 44 46 48 50 1 .0152 D 2 F 3 .0145 L. .0148 .052 .126 .200 .278 .295 .316 .355 N.R. .079. .137 .208 .276 .299 .308 .328 .347 .061 .124 .190 .266 .287 .318 N.R. N.R. 3 TR. TOTAL AVER. DEFL. .192 .064 INTERPOLATION . 387 .598 .820 .881 . 942 .683 .347 .129 .199 .273 .294 .314 .338 .347 F A L U R F DEFL = SPAN /360 = .133 WT. 20.4 LBS. PER FT.. FAILURE LOAD 1/ SAFETY FACTOR OF 2 = 50/2 = 25.0 LBS. PER FT. 2/ SAFETY FACTOR OF 3 = 50/3 = 16.6 LBS. PER FT. L1 T R A z I THK. WT. a 1 .0152 0 v► 2 .0151 F w L. 4' BEAM/ 4' SPAN - WITH UNIFORM LOAD 12" O.C. STARTING 6" FROM REST END SUPPORTS AT 48" O.C. WITH LATERAL BRACING (CROSS TEES) 24" O.C. J a. z 3 .0149 5 10 12 13 15 20 25 30 35 40 50 .051 .103 .124 .135 .157 .210 .264 .318 .373 .462 .052 .107 .130 .139 .164 . 223 .280 . 348 .410 .482 .052 .104 .125 .136 . 157 3 TR. TOTAL .155 . 314 .379 .410 .478 'fl AVER. DEFL. .052 .105 .128 .137 .159 .214 .647 . 216 .280 .824 .275. .342 1.008 .336 .407 1.190 .397 .474 1.418 .473 INTERPOLATION DEFL = SPAN /360 = .133 WT. 12 6 LBS. PER FT. FAILURE LOAD 1/ SAFETY FACTOR OF 2 = 50/2 = 25.0 _ LBS. PER FT. 0/ CA=r;TY PAC T o f1F 1 = 50/3 = 16.6 LBS. PER FT. F A L U R F PITTSBURGH TE.. r1NG LABORATORY r.11 wr. •.w.nr MV IcoI vcd..nlr 1 1v v MAIM t� 1UNNER s. VERT I C441 . LOAD DATA 3,14,15,16 PAGE 2 OF TEST NO. 1850 L2 SHEET tn w 1- GROUP NO. DATE L/ 1 -28 8/3/82 PROCEDURE BY GFB PER TEST PROCEDURE CMC NOS. TEST WITNESSED BY P.T.L. DAVID DUNN DESIGN MODULE ISSUE MAIN RUNNER CROSS TEE NO. 1 1850 1854,1874 DATE APPROVED NOTE 7/9/82 GFB REVISION REPLACES 24" X 48" •" H•" PATTERN L2 ' R A zz L THK. N 1 .0156 Ix 2 .0154 1_ 3 .0155 3 TR. v AVER. 12' BEAM/ 41 SPAN - CONTINUOUS SPAN WITH UNIFORM LOAD, 12" O.C. STARTING 6" FROM. REST END SUPPORTS. HANGER WIRE SUPPORTS 48" O.C. WITH LATERAL BRACING (CROSS TEES) 48 " O.C. WT. 10 20 30 40 42 44 46 48 1 50 52 E F L. .005 .020 .032 TOTAL DEFL. .057 .018 .037 .045 .100 . 063 .085 . 097 .245 .110 .139 .160 .409 .110 .154 .173 .473 .125 .170 .190 .485 . 141 .189 .212 .542 .170 .209 .241 .620 .215 FAIL FAIL FAIL .019 .033 .082 .136 .146 . 162 .181 .207 FAIL 50 A L U R E INTERPOLATION DEFL.= SPAN /360 = .133" WT. 39.4 LBS. PER FT. FAILURE LOAD 1/ SAFETY FACTOR OF 2 = 50/2 = 25.0 LBS. PER FT. 2/ SAFETY FACTOR OF 3 = 50/3 16.6 LBS. PER FT. L2 R I A 12' BEAM/ 4' SPAN - CONTINUOUS SPAN WITH UNIFORM LOAD 12" O.C. STARTING 6" FROM REST END SUPPORTS. HANGER WIRE SUPPORTS 48" O.C. WITH LATERAL BRACING (CROSS TEES) 48 " O.C. z 1 a a cn 2 THK. WT. 10 20 30 40 42 44 46 48 50 z 3 .015: L. tIJ 3 TR. TOTAL AVER. DEFL. .066 . 06 .196 .065 .119 .175 .236 .377 .126 INTERPOLATION .188 .246 •.549 .730 . 183 .243 .250 . 264 . 282 .300 FAIL .771 . 814 . 861 .257 .271 .287 .308 FAIL FO A I L R DEFL.= SPAN /360 = .133 WT.21.2 LBS. PER FT. FAILURE LOAD 1/ SAFETY FACTOR OF 2 = 50/2 = 25.0 LBS. PER FT. 2/ SAFETY FACTOR OF 3 = 50/3 = 16.6 LBS. PER FT. L2 T R A z .L a 1 a, (n 2 W' J 3 3 TR. TOTAL in AVER. DEFL. INTERPOLATION FAILURE LOAD 12' BEAM/ 4' SPAN - WITH UNIFORM LOAD 12" O.C. STARTING 6" FROM REST END SUPPORTS AT 48" O.C. NO LATERAL BRACING (CROSS TEES) '- O.C. THK. .0153 .0152 .0152 WT. D E F L. 5 .051 .065 10 12 . 112 .137 .130 .157 13 .149 . 171 14 .161 . 186 15 .173 . 201 16 17 .185 .197 . 217 .245 18 .211 FAIL . 056 .120 .147 . 159 .174 .187 . 206 .224 FAIL .172 057 .362 . 441 .479 .521 .561 .608 .666 FAIL . 121 .147 . 160 . 174 . 187 .203 'FAIL 18 F A 1 L U R DEFL = SPAN /360 = .133 WT 10.9 tLBS. PER FT. 1/ C.,FETY FACTOR OF 2 = 18/2 9.0 LBS. PER FT. 2/ SAFETY FACTOR OF 3 = 18/3 = 6.0 LBS. PER FT. �tV ,� ' PITTSBURGH 'TING LABORATORY`" Mr ,•/l11 NW • TEST.DESCRIPTION TEST SECTION 13, 21 CRS • TEE VERTICH`L LOAD. DATA ..r. __.w..."..._.. - - - PAGE 1 OF_L_- Om. GO w ~ , GROUP NO. L /1 -28 DATE 8/3/82 BY GFB CMC NOS. MAIN 1850, 1870 RUNNER ' TE T O L3 & L4 CROSS 1854 TEE PROCEDURE PER TEST DESCRIPTION NO. OATE APPROVED NOTE SHEET 1 OF_..1 WIITTNESSED BY P.T.L. �\ •DAVID DUNK '�`, ISSUE 1 7/2/82 GFB REVISION REPLACES_ TEST DESIGN MODULE 24" X 48" " S " PATTERN L3 'LE SPAN T 4' BEAM / 4' SPAN - WITH UNIFORM LOAD 12" O.C. STARTING 6" FROM REST END R SUPPORTS AT 48 " O.C. I NO LATERAL BRACING (CROSS TEES) __ " O.C. A L THK. WT. 5 10 12 14 16 18 20 22 24 1 .0144 2 F L. .047 .097 .122 .150 .181 .202 .224 .251 A 2 .0142 .052 .101 .125 .155 .186 .202 .226 .263 I 3 .0142 .049 .104 .128 .156 .183 .212 .243 .277 U 3 TR. TOTAL .148 .302 .375 .461 .550 .616 .693 .791 E E AVER. DEFL. .049 .101 .125 .154 .183 .205 .231 .269 INTERPOLATION DEFLECTION = SPAN / 360 = .133 INCH. = 12.5 LBS. PER FT. FAILURE LOAD SAFETY FACTOR OF 2 = 24/2 = 12.0 LBS. PER FT. 3 = 24/3 _ 8.0 TEST DESIGN MODULE 24" X 48" " H " PATTERN L4 . 1 SIMPLE SPAN T R AWITH L 4' BEAM / 4' SPAN - WITH UNIFORM LATERAL LOAD 12" O.C. STARTING BRACING (CROSS TEES) 6" FROM REST END 24 " O.C. SUPPORTS AT 48 " O.C. THK.[WT. 5 10 11 12 13 14 15 20 25 30 • 40 1 .0151 E. F L• .048 .097 .109 .115 .125 .132 .144 .198 .248 .307 F A I U R E 2 .0151 .0152 .042 .095 .105 .116 .128 .134 .145 .194 .241 .298 3 .042 .094 .103 .112 .121 .130 .140 .197 .249 .305 3 TR. TOTAL .132 .286 .317 .343 .374 .396 .429 .589 .738 .910 AVER. DEFL. .044 .Q95 .106 .114 .125 .132 .143 .196 .246 •303 INTERPOLATION DEFLECTION = SPAN / 360 = .133 INCH. = 14.1 LBS. PER FT. FAILURE LOAD 2 = 40/2 = 20.0 SAFETY FACTOR OF 3 = 40/3 _ 13.3 LBS. PER FT. TEST z a. v) J T R I A L THK. WT. 1 D F A 1 I UUL E 2 E F - 3 L. E in 3 TR. TOTA AVER. DEFL • INTERPOLATION DEFLECTION = SPAN / 360 = .133 INCH. = LBS. PER FT. FAILURE SAFETY FACTOR OF 3 = LBS. PER FT. (, i ! •t ORDINANCE COGLIANCE - PLAN CHECK PROJECT: L ITVLa DEL t 1-4A.- t NG -45 Poa cxT» /E2 T3.RK Sheetlot Date: 12-9-83 *65-'365 The following corrections and /or clarifications are required to complete the plan review. t. •1Z R 1J 171z Es 949D rrtaNA L AND 1t4- troiz.. M t N Cti. S Cr' _00 Pc4kar le -n4PS (z.) Wc-t-3- U.os,e %0(009.. ` PLWAiEo . C.--'00bE&DeoT Cowivo Q.s . . A CCU) PA4 Loao v0 dop_elooz. Co tSra.oGT to i u) LL-4) 4 ask tit tic, Mows` t� - +2 , •� 19e9, -a305(.9 65ue. t4UO>4U�D D►') 1 — R RATED CaAR10012_ Cot-ISTRirdTtON 1,0012, it CAIV0OP. MUST at=. R.S.4.40Jet ase fur o“ MIco idoLD Oio�N W/ SMOKE vet'ecA -o i 1<vCGA.mN 6 tact Sirbp Couivkar $E ?Aar c GmtmoQ. ''Sc tSTE M *1(2-656. 33°541'. cL)$tivc, 4'4-) '")/()- P-e1.0x2.4A4c -.4e) -24,62.6 lactitA • Cit of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard - -Tukwila, Washington 98188 (206) 433 -1849 TO: 17011 M1Ls M .% CoNsuc -TINCt 1682 65. ?41. 61,6EJ13 , WA ci800a FROM : Of 13. EDIc o DATE: 177 NOv ea PROJ /PERMIT NO: 35 SUBJECT: 1...1 rrL.,e. 4.1 MA I iJG• WE ARE SENDING YOU THE FOLLOWING: XAttached [I Under separate cover COPIES DESCRIPTION THESE ARE TRANSMITTED /RETURNED: J For your approval. gFor review and comment [[ For your use and information For corrections /revisions I 17:AN gEVtEu) Comwtetr(5 J As requested (l Other: COMMENTS: GE. .P.5015-td 4f iD 6ti8t'tl t 'TWO C-c ' ©� iLA 1?.€_01,--ktrrk:75- } oce; c� . PLEASE: [( Resubmit for approval (23 /P4.LTRANS) 0 Return corrected prints (LR 12/29/87) • ORDINANCE COMPLIANCE - PLAN CHECK PROJECT: , LITTLE D L% MAtz1 1 NC. . 345 aRK �. • • Sheeti_of Date: 11-11-12A -s55 The following corrections and /or clarifications are required to complete the plan review, ►QEA • Ica 4 “,G. R:ESTRDOM AqE 5e tRA,Ti -� tOOtv1,1D 0.kic4 F x IT 114 Rotes} vtSE • otS • MpuA W 1" 1.�, g,G. Sec. 3305 �. 1\14) 2 . ) -FP-LAME Co v.bies = o F 'SALEE Cot, Tt�lls -{r A&tkAc t LJAIh �e-- 401 ?op-to1N of LTG L cf + ? �Oovit€ - T2i1- OF tDA11 Ott AMTS . . - e.t U C W L\ C.� owtre- -- MN'f 15 &t t 72) E ''coM '*ALL corvlpG uo c 511(6‘) o F c4 E 5 t -10 W Ac LOA 6TATe l kE . "eutse... -FLAW AG REQtit ?JED .To 1LET RMS - ��t�, " IL✓ o� LATEvislASFAcAW e .- R)F-CA 4.1 REOIELO tZ_ct_8 , C., ORDINANCE COMPLIANCE CHECKLIST Sheet 1 OF Project: WTI-Le "Dv.:-.Lt MaQ-T, tNG. File # -FSE X46 ANs2OV FR Pty ors 1,5.4 -1ARr 2. 2.- -914,1Z 1. OCCUPANCY GROUP: TD-Z. A \I,. g•cp ., 4 1-2 OFPPGE 2. TYPE OF CONSTRUCTION: Vi.i t .PRkIJKt.5 a c' eKtsTLi 0G. 3. LOCATION ON PROPERTY: N.G. 4. BLDG.HT./ NO of STORIES: `�.J,G. ©4 . -roc �.1 5. FLOOR AREA: " fit t�1A Z ZC�. ti:' 1 0E =�\C . 1w7OS 4 aFFtcE 1 PTO : sALes Fcepoe. El ccm F \ D � cK x� -�c�1. z. +--�- ca2t��C�� 6. OCCUPANT LOAD: 'TOTirL. 1 "7 t�1tr u — —53 DETAILED REQUIREMENTS: erOccupancy Type of Construction eExitinghTQA,,LQA_ > GO ••• 'a"tnio EX11 -5 i1 '1LNA airy IMZ:'L�ic Z +�iSr� %'Li.�� =.i]:1�63��ii An". Cc)12,1z, (D0 Q, "ROES %'(o't "peual -er "I2.S • IS N ot - " `-F -s'Q cm VAT-- 9.._._ Y Engineering Regs. & Reqmts. Note LAT. beAc11..19 ® ompliance w/ W.S.E.C.. Nied. Compliance w/ Chapter 51 -10 W.A.C. K. NOTES: BAST ?Er cvt L\sTEo k 4141 "F , CLARIFIED 11. Ito ti a,15 •■ ► • "4f5 P ' ' f.C. ' L er.r4116f4A .3* !Mali ' M; Viglr4 �:L;A. G111f.i:t'!11tiL' .. v 9U/IIMIiktf:L�/irl aZ011l1..Zeia:4AMI'!!.., CITY OF TUKWILA 7 � � Bu110ng D1v151on '' � .' TukM1lag,tMash eirBoulevard BU( NG PERMIT APPLI( 7N Control # R$355" o8n4998188 Site Address T5--• %11% Dd er P1( e, Suite# Floor# C Project Name /Tenant h ri le De (/ 67/0 l(' T HOC Valuation of Construction i ip oort2 Assessors Account# Property Owner . A ,y r Phone (5-23--,-37_, Address /6.6 S. • &-Z.,42 ,4/? z Axle"' zip Applicant , C) /. (- / A 1 - e /9 :Ire 2ys2 F/2-2-- Address /— n/L'cie- f» Sr 5e g Zip qy — >/ t5()a Architect /En ineer Phone ) ) R•- © 5 g - /12 //e S ,�%%I% Address /...C;75 2..W/ -• Zip D t'• J", �f- p 9 0 b .j 7 Contractor A„ 4, J./ . „, _� _ ,,,, License# 6' :.z,r % Phone 572 -7`y Address 60 /--;,G v flI .S•T Zip i` g'j Z y Class of Work: ❑ New ❑ Addition Tenant Improvement Remodel (residential) 4eroof ❑ Demolition/ Interior D-mol iti' [� tther� A A Descri • - work to be done ,> / ,,„ �.�'� �, f ..._..... / %/ ./.1I to i!i'.�. /L� , , Ad 7 Jo )1. di :4_,SIPM, ,ae 404 # /.■41."..HIPPYPIZInirei-ILqiiri.r, ....,,, 40 At/ MI ,,,/_ . OF Type of Const. (UBC) /scc. Group / (UBC) .41,-.11 Square footage of ent/ .uilding / S :u.r- footage of tenant space 1 1 Building Us: „ /, . • ,/� Ak';' , j' . „ „„ Irf % e there be a change of use? Yes ( to If yes, describe change of //, including squ. a footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? Yes �61"'o If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNE' ORIZIY5ION 11.1! THIS WORK. c�� Applicant /Authorized Agent (signature) � -4 i Date /l) / ;› d (print name) Contact Person (please print) R(5 Q Ai )1 l9 r ! Phone 2 `- I OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 7.c.,� -6 Receipt# (:74.3 Date Paid / -7-.2.6 •5r) Plan Check Fee (000/345.830) 9 U,., Receipt# Co 0 �,1 Date Paid /0,.,26.. 39 Bldg Code Sur Charge (000/386.904) 3.50 Receipt# 4 f 6,3 Date Paid z_„w o Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New constnutipjwnly TOTAL / 17.5TJ (OWES: $ ' G-7.(--)N' ) v') SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foota•e .f Entir- Buildin•• FLOOR USE /Occ Type SQ.FT. LOAD USE /Occ Type SQ.FT. 1 LOAD, USE /Occ Tyco; SOFT. OCC 10AI 1 'L SQ.FT. 8 'L OCC. TOTAL TRACKING / /e,. At .�� '. .. f / ' �' : . /gig k e .., /.!1 21 1 1 ' 01 .�.- COMMENTS /11i AWAAF 'f, BLDG (j -� f( 'pprove• or ssuance :MI6 ype o onst. To Mahan: Date Approved: t2- ((p - $8 Approved (Initials)'-) Per letter dated /z /5--W FIRE Fire Protection: p'S'prinklers O Detectors �) A 1 :. 'LNG IZ v .-c' ,. (3R) �.�1� 'pprove• nitials if 2',,.f ❑BA' ■L'NI U 'A 1 1 IN Zoning (A /IN Setbacks: N 1$, ;.«.. ._E•. W Parking "stalls required for: Site ) Tenant Space Parking stalls provided: Site ^4177 Tenant Space A'DITIONAL PARKING STALLS REQUIRED:`• PWD prove' (Initials) Per let't'er /plans dated 'bilk. MOVFY HEALTH DE NA !INSPECTION e } ((i; W'O'RK PHONE :. Z. W a4, pm., maws l.:eise APPROVED 50010C11 70 01011WacE C+—•eV ‘k '(e. is C. \N •ba` '000C4e6 1 d"C'%' "7\41,. Lal"\ C,00t4, v'STS t A ' tZ...: eAle DC> .L ; itt# .:` I (i0.ti)(4o) x 3tt TC) T t- kikt,30 \ Cj), P.. !JN.,t'LOWL A" .. *.,;� l�- �.,cac-� -s °t'r� •c��\� -c, :-rte ca�..�... �' �.x� c� ��ct.. On1 �5�.. V Nre..( St z.r�. � ∎ (I(eatb Ste .' -5 Ver ?C-ta . t i3 �... . ' \ \ , "t +c \ .-. \ ! e=a4(iRi. p • ” "C \1J e. \ tt•y - ,:,a'r LU 1T\41 . ,tit.: t1�L ' - t CS ?\i\' +.i ' +4 CC' L.C%.'C 11"+ C.... , &Q An : .anal'$ V L . Nrai. 17444t. !P' /44, k.j4 A \ �► S L ..' e- u,,.,tir.' 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[t i Sh ri */ 6 i rs; 1 / \I V "■,_) (1011.1artilbtliff I 1-1{17 n .5' • • tl\it244:7 1 Cr \-10e, s‘ .c-Acrrects, s• s. ■ck Q ■vok it)t..)T-5‘ wet.. dsAv ■ (.4.2. \ _■.5.NIA GC \R-XVI-47 %Ohl 6 re, it,0401,Ammr*.atr vassasop.4•11, FILE COPY yunderstafld that the Plan Check approvals are subject to errors and omiSsions arid z.ttpprouL:.1, ,plans does not authorize the violation of any adopted code or ordinance. Receipt cf contracior's copy of appr ved ns a krivitil. ..................... 01'NX%. ‘IrttL \ A 1.7.k.kct. o c-At. •''Clot:17\ of • (z:›V •r-4 Tk4ict. akv. I-,W4.,4= •N.1/4& iLitil.,netito A vii \,6b, 1-t-AVL t.e\ 4J 00,en itot,:4414\_c, ^7° W\rLT "“"1/4‘%.1.\ c?"-CL)‘114‘terUlAVI44"r- 7%-kr-c,.. • V., 005.0 t ANia.A0CL NtAI:4 Pk(?..t. c)ki CAA, 9tAA, -5-Cer p•tT . 7**kvitu, • \ij 4k1(4.1 fve, TO • e....-4p will o" rodir-r.AA 0,-015Wr t.'Ate ;kt.Zsp,,„,Ata,A, t..41 g..a.14at:4•4:3004.-.1z, co ow/A. u..wro4 tLft4( = '‘:pme. 7C) ?CJs. LAN fEr. pum,vg. 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APPROVED •our-16 19 tatLE$ CONSULTING (206) �43.08f nos $.e. 24Th T. SALLIIJK, WA. ocooe • 1.11.,Mune-AlilemINMPROrlIMMI.011,41ms, 19.0v 'ci8B 1111 1 !Hi ; 11 f 11i 1H 111111111111111111i1 1 11 1 11111 1 , . 1 II . _ 1 , 0 ll TI t1, 1 5 6 7 8 9 10 12 • (1.. l■ I ' 11.11,11;;TwItiI, NOTE: If the microfilmed document is less clear than this notPre, it is due to the quality of the original document. f/.• EE ze: Le. Cie" 61 01 LL 91 91 tL CL Z1 U. 01, 6 0 L ) 11 '1!'1!:1! 1111h111 ItH11.1!1!1111110 11411! 1011111111116111111h111111111111111111111111111111!!IMIII111IIIIIIMI IlliLHIIIIIIIIII11111111111111d11111h111111■111iiih1111 m t. .tte ..._4(&05Mak‘gial kit Sik.i.irsir."...1 oe. t i tI n 1. These restrooma are dimensioned to meet required handicap measurement. The typical interior dimensions finished aro to be 7'-'4" by 6'-4". A 60" circle can be inscribed free and clear with only an intrusion of 12" by t}* door swing. Restc7eooms may be built mingle or in pairs. 2. Access to all lavatories, towel fixtures, mirrors, etc. per U.B.C. Sec, 511. Grab bars 1 1/2" in dia. mounted 1 1/2" off wall that extends 38" along and behind watercl,oset to 24" in front of same shall be installed 34" above the floor. 3. All restrooma to be vented mechanically with ceiling f am which provide complete air changes each 15 minutes 4. ?lumbimg subcontractor shall provide a 6 gallon hot water heater above the cei ing. Electrical connection by electrical subcontractor. Insulate tank per ASHARE 90-80. Vent hot water tank with pressure relief valve to exterior. Set tank in pan drained to waste. 5. Insulate all water lines above ceiling in cold unheated pace. Insulate any exposed hot water or waste line if water temperature exceeds 120 degrees. 6. All dimensions locating fixtures are from finished wall surfaces. 7. Finish surf a. ;cis per U.B.C. Sec. 510. a. floor: Self cove vinyl or ceramic tile with cove edge 5 inches up wall. b. Base: Self cove vinyl or ceramic tile. 0. Walls: tarl i•te to 4 feet above floor and extending 2 feet either side of and 2 feet in front of water closet, with remainder finished with 2 coats of alkyd enamel on GWB. d. Ceiling: GWB to recieve 2 coats alkyd enamel. ' of H).7"0":. Joit `\ 0,37 t�- ' v Me: T.:T 2 44 tt Nor t (NA ( . Slib't GI WI ft, tftr ('‘,:0 `w t tkif. t `' LAI\ '(ek s� mod" r oe.. kr 410.1/4. citLab .I • " 7,61 t\P T 7 r \ tau + e �`•0� `�'v°'n"� 1_v `1. ,i. } \ ��• �Ij1 ..`,'e'� �i7� l 1 .� al3. dtO'oyt t p f y� °"� �i ^fit - Ica -.1,;„ . i 04,0 j :'. c11 { vJf6 1 Ts-ei'`eeexe. eVe : C� ill '. M"� • L '+ c. +c.` ;? fig'n CoclaZ, rx„ 1%4. L'r a. to 44V14 ' 6ST aces v.l 1/4414.03 3 f/t, ,% b ,,� ',» H' •,� % ..lrp, ': .' , J f \` ',,,ate;`. -� y rh 1 Y rM 61.5/Ck !ti 1. l�'J •x•71•• .ts'w!•„, } 10 • +�,.Y V• vt,,,,x -067 t t`44i ti• We cz...r:,7xL w000. Fv.,..)...A„A.A\&, f w 04' if tot W.124 t.40 410e` czrc r,irb \ 'Peto‘i \;) Ci-sez-A" 1j-Loi er,1/4,1.3, em.—\ OttA, sit" r. 1:11" ,°r ' ,,. 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J.•i . k:56 i• t'. +i'fZ,Z�� KKR :S+iFi4.. 6 1 $7a�E �V ..y � f' �1 r �� • :< :>.• �... :�1 y �,: : 11J11111�1 111_1111111i111111�filT1111111111i1111111111111111111ilii111 11 111 11l1 111111111w MILES CONSULTING LOO) 11142.011415 IS 2e 24.04 B ELLEVUE, VA, 941008 C.At CITY OF TUK ILA APPROVED DEC I 198 DIVISION UTTLE DELl MARTS INC .. a+•..�a +w..o..om..,..,..�.7 + �..... .ra�....,A.�+e,..v..,+....�..+. ...�...�..�.�.n.., .. ,. ‘,n... arraane.wim- „II CARP OFFICE & TRAIL4ING MARKET