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HomeMy WebLinkAboutPermit 5619 - Associated Petrol - Tenant ImprovementBUILDIN'i PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: 6-7-87 4385 S.133ST FEES uI L c 89 -048 45,000 PROJECT NAME/TENANT ASSOCIATED PETROLEUM ASSESSOR ACCOUNT# 261320 -0133 TYPE OF L) New Building U Addition (Xi Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage O Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: INSTALL 1500 S.F. A/C OFFICE PROPERTY OWNER FOSTORIA ASSOCIATES PHONE 747-3067 ADDRESS 1805 136TH PL N.E. BELLEVUE, WA ZIP 98005 BUILDING PERMIT FEE 382.00 248.00 GO3 ; 8465 Lo —'7- f 3 -22 -89 PLAN CHECK FEE BUILDING SURCHARGE 3.50 C63 3 (0 -7 -89 ENERGY SURCHARGE SQUARE FEET OCC. LOAD SQUARE FEET OTHER: SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL - I u`?t, t2A1 IA uI L c 89 -048 45,000 PROJECT NAME/TENANT ASSOCIATED PETROLEUM ASSESSOR ACCOUNT# 261320 -0133 TYPE OF L) New Building U Addition (Xi Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage O Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: INSTALL 1500 S.F. A/C OFFICE PROPERTY OWNER FOSTORIA ASSOCIATES PHONE 747-3067 ADDRESS 1805 136TH PL N.E. BELLEVUE, WA ZIP 98005 CONTRACTOR MARK LEVINSON' PHONE 827-8050 ADDRESS 434 10 AVENUE KIRKLAND, WA ZIP 98033 WA. ST. CONTRACTOR'S LICENSE # #NORTHC *1120T EXP. DATE 3-28-89 ARCHITECT LANCE MUELLER ASSOC PHONE 325 -2553 ADDRESS LAKESIDE SEATTLE, WA ZIP98122 USE " 31;t) h1 / P -2, O H'i u_ t_6_,2_ CODE COMPLIANCE `�O t` )�_ fl/ >pri/a )� (A -(6 R - rand; ti OY1Q, CONDITIONS (other than those noted on or attached to permit/plans): (Li Rt. Gi_r f"1 (/I ('- `%d ) FLOOR_L SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD I u`?t, t2A1 IA )5q q t �.) 8 i'G _ TOTAL _ j) 3 3 2 TYPE OF CONSTRUCTION: v -w *UBC EDITION (yeark985SETBACKS: N _ S - E - W FIRE PROTECTION: sprinklers 0 Detectors 0 N/A UTILITY PERMITS REQUIRED? (through Yes O N o Public Works) ZONING: M_1 BAR /LAND USE CONDITIONSOYes ONo `�O t` )�_ fl/ >pri/a )� (A -(6 R - rand; ti OY1Q, CONDITIONS (other than those noted on or attached to permit/plans): (Li Rt. Gi_r f"1 (/I ('- `%d ) APPHOVED FOR �� BUILDING ISSUANCE BY: GG�' ��ti-� OFFICIAL DATE: % G� ,i ,/ 7 1 hereby ce ify that I have read •4r examined this permit and know the same to be rue and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does no presume to give authority to violate or cancel the provisions of any other state or local laws regular I,. . tru a► -. or the performance or work. 1 am authorized to sign for and obtain this building permit. SIGNATURP GT-5-2 -•-" DATE: -/7/„S, I PRINT NAME: emcd.Gie, rte ht COMPANY: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DATE ISSUED: CERTIFICATE OF OCCUPANCY NO. ISUILDINU 1 KMl1 ,/ (POST WITH INSPE .3N CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division ' 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. z/9 DATE ISSUED: 4385 S.133ST FEES DESCRIPTION AMOUNT RCPT • DATE BUILDING PERMIT FEE 382.00 CX':3 (a i -537 PLAN CHECK FEE 248.00 8465 3 -22 -89 BUILDING SURCHARGE 3.50 CC537) (0-7 -89 ENERGY SURCHARGE SQUARE FEET OCC. LOAD SQUARE FEET OTHER: TOTAL SQUARE FEET TOTAL OCC. LOAD }:?t TOTAL - ) 5q q . 6 PROJE C T INFORMATIOr u • Jill' - • 89 -048 45,000 PROJECT NAME/TENANT ASSOCIATED PETROLEUM ASSESSOR ACCOUNT #261320 -0133 TYPE OF ❑ New Building Addition Tenant Improvement (commercial) Li Demolition (building) 73 Grading/Fill WORK: ❑ Rack Stora.e ❑ Reroof ❑ Remodel residential ❑ Other DESCRIBE WORK TO BE DONE: INSTALL 1500 S.F. A/C OFFICE PROPERTY OWNER FOSTORIA ASSOCIATES PHONE 747 -3067 ADDRESS 1805 136TH PL N.E. BELLEVUE, WA ZIP 98005 CONTRACTOR MARK LEVINSON' PHONE 827-8050 ADDRESS 434 10 AVENUE KIRKLAND, WA ZIP 98033 WA. ST. CONTRACTOR'S LICENSE #t�LORTHC *112DT EXP. DATE 3 -28 -89 ARCHITECT LANCE MUELLER ASSOC PHONE 325 -2553 ADDRESS 130 LAKESIDE SEATTLE, WA ZIP98122 USE 4 L) y fr;G. /13 _2 ( a /, , COUF COMPLIANCE ( / . FLOpR� SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD }:?t r H ) 5q q . 6 I'l 3'2 TOTAL ? j ? _ -TYPE OF CONSTRUCTION: V _N UBC EDITION (year1985SETBACKS: N _ S - E - W - FIRE PROTECTION: , pprinklers ❑ Detectors 0 UTILITY PERMITS REQUIRED? ( rough ❑ Yes ❑ No Pubiicworw ZONING: M -1 BAR /LAND USE CONDITIONS ❑Yes ❑ No tr t'' 11/ ;f9(1 /1•1r 1 Of r' d f? `; ('i% /1 A i ' - 10. CONDITIONS (other than those noted on or attached to permit/plans): (I .t FC. aJ t- ( fr'- . - /rl r APPROVED FOR /� � / i / DATE: / ISSUANCE BY: � OFFICIAL I hereby ce ify that I have read '''examined this permit and know the same to be rue and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does no presume to give authority to violate or cancel the provisions of any other state or local laws regulating •dli tru g1 or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: 1f-27Z/-- DATE: /?/�9 I PRINT NAME: c, f ?, S‘ihr COMPANY: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last Inspection. DATE ISSUED: O OCCUPANCY NO OF I- 0 �l OCCUPANCY NO. I v:i1 I w ': L" 3' s3FSd! i4 ✓.��'i�iii''.�l.�i�.b"'..;a`flt �C. ^: ✓':!#nd?n:fue:ew« sue... ww.... .......... m... .. ..a.....,..,......«....w....... CITY OF TUKWILA Building Division 620Q'Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions INSPECTION RECORD PERMIT # Date 7 -- a2 7 jS Date Wanted /—. 1a'-q 7:28 4J a.m.�'p.rr Project 4255 Phone # Inspection Results /Comments: aepamwArsimriakirr, Amor Inspector Cia • GgiYti 'f.a'.r tl.'4ea..f.'�.S'N}e:'N. v�11:5f. CITY ,OF, TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor (-? zi3g5 .5 x3,3 GLvIL r S «.r... :LYh INSPEC _.ION RECORD w y�' PERPMIT # S G 14 Date '1 - crf Date Wanted Project Io.�t,ro -a Phone # "F2 7 gas-6 possSi a.m. p Special Instructions Inspection Results /Comments: Inspector 0-614-1, . Date ,97//7/7 naiG 43Art.:.':; 1NIVM343,V0i44Astrtn, rry ...,.sv.ae..aal et, ro,nvarn .•nxr.x.- ,.r,;.: CITY OF TUKWILA 'Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspectio Site Address L?pe. s Requestor Special Instructions INSPEC IN RECORD PERMIT # Date Date Wante' Project / or r Phone # - ?3, 8°% a.m. irTrii 2-7 -8050 Inspection Results /Comments: � ✓l/! /0/.-_ g /07 �,�/,- Inspecto Date 4-571fr CITY OF TUKWILA Building Division 62rSothcenter Bo (206) 433 -1849 Type of Inspection hi- Gov Pe Site Address "WV 5 /33 Requestor Special Instructions INSPECTION RECORD PERMIT #' b/� Date 140?"/"P eY Date Wanted e./e7,07,7 Project $ #, ,A%, )Cf.2. Phone # a.m. p.r Inspection Results /Comments: +fig %G9 ro A" : x tvi goti ,,14✓G€ /1/ Inspector ` /-‘f Date l0.� -/1 CITY .OF, TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address C/ ,PS"` Requestor Special Instructions Fi/triA4cmAi LC 1,64/11 -e/L. INSPEC('QN RECORD PERMIT # Date TceLc,r c/de7 Date Wanted • a.m. Project C2., Phone # 7- X05 71D p.rt Inspection Results /Comments: /,455,742— TgJ..W/.19 /7e�� .,/< Inspector Date 4447 1116-Man".4WOLIMV,Witaiti Wgi..ragtwol,:n6x_temnnmre: ,CITY OF IUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPEC '9N RECORD, PERMIT # .Y G /9 Date G — S. f 1-24.4.4.1 ;,/Poss� Type of Inspection �/,,'�, Date Wanted _1 a.m. Site Address 43 pc 5. J 3,4 S ,'. Project Requestor Phone # e.2 7— d'0,3 Special Instructions Inspection Results /Comments: 1 nspector_ ;?;: +1.► __,� 2,L.44!,1 Date eV,9/ t 82480 e. 1. Mechanical, electrical and plumbing drawings to be bidder ' ,sign portions of these shown on architectural are for design intent only. 2. All utilities to be bidder design. 3. Verify location of all utility stubs prior to design of utility I4. All dimension lines to face of stud and centerline of beams and columns, unless otherwise noted. 5. Drawing are not to be scaled. Contact Architect for resolution of any conflicts or discrepancy. 6. Contractor to verify all field dimensions and conditions - any discrepancy between plan and actual condition is to be brought to the attention of Architect for resolution. 7. Curb heights max. 7" and min. 4", max. step at doors to be 1/2" or as shown on details. 8. Max. ramp to be 1 in 20 for handicap. 1 in 12 for all others. 9. See Civil Drawings (site development) for grading, site utilities, catch basins, etc. 10. Each Contractor to inspect each sheet of drawings insofar as it may apply to his portion of the work. Contractors to coordinate so no conflict occurs. 11. All site development, building construction and handicap provisions are to meet or exceed applicable portions of Washington State Handicap Standards (WSBF Design) , 0. S. H. A. , W. X. S. H• A. , Washington State Energy Code or locally amended counterpart, U.B.C., U.P.C., U.M.C., N.F.P.A., etc., Local Zoning Codes and Local Amendments to these codes and standards. (All current editions as adopted by local authority) . 12. Building address to be clearly visible. 13. No occupancy prior to issuance of Certificate or Occupancy. 14. Special test laboratory inspection required for all site welding, high strength bolting, and all structural. concrete. 15. Pee no concrete when the anticipated site temperature will be below 34 °F during the first 48 hours of curing. 16. In the event of field errors or omissions the Contractor shall notify the Architect and make no repairs without his approval. 17. Contractor shall co- ordinate the work of all trades to avoid interference between divisions of the work. 18. Contractor to provide all work, services, and materials necessary to construct a complete operating facility. 19. The Contractor shall apply and secure all occupancy, 'sewer, storm, water, electrical and other permits except building permits. He shall pay all necessary fees and post bands required. 20. The Contractor to provide energy budget calculations as required by Washington State Energy Commission. 21. Concrete walks to meet the following criteria: a. 4" thick with expansion joints at 20' -0" o.c. and score joints at 5'-0" o.c. b. 'Slope for drainage - 1% min., 3% max. 22. General Contractor responsible for all cutting and patching. 23. Repetitive features may be drawn only once, but shall be provided as if drawn full. 24. Portable fire extinguishers per NFPA 10 andd in construction shack. Permanent extinguishers by Owner. 25. Suspended ceilings to be designed for seismic Zone 1II, submit calcs. to local building authority for dpproval. 26. The Contractor shall call the structural engineer for field observation prior to pouring of precept panel and prior to application of,roofing, and as specified. 27. Geoterhnical Engineer to verify soil bearing prior to pouring of footings. '28. GeOtechnical Engineer to inspect and approve building pad prior to pouring floor 29. Geotechnical Engineer to inspect and approve paving areas prior to paving. 30. All roof mounted equipment to be: a. Gurb mounted per plans. b. Screened per plans. c. Approved by Structural Engineer for any beefing -up of structure becauee of mechanical unit loads. 32. Provide mechanical ventilation per Uniform Fir': Code Chapter 81. 33. Provide draft curtains at 10,000 s .f . or less. 34. Required ' hydrants per City Ordinance to be operational prior to combustible building materials delivered to site. Fire flow per 1.5.0 Guide. Hydrant locations shall be approved by Fire Department. Fire sprinkler drawings are bidder design and shall comply with NFPA - 1975 and be approved by Fire Department. All high piled storage areas to comply with Article 35, Uniform Fire Code. Storage, handling and use of combustible liquid per Article 15, Uniform Fire Code. Tenant improvements to have approval of Building/Fire Departments prior to construction •or occupancy. Rack storage over 8' .in height requires seismic design calculations under separate permit. . 35. 36. 37. 38. 39. 40. Provide approved r, mogityaed+�latvm fly er °vAtbedo -se stations er Ordina ce 4/L, rlovtpa peen NOra -any pAtost. re, ou �►4r -y .+5. 'Goa+ W F, r,1 G4 i� {UL F " :01' At°r- -rw or TV1,1AKI ' Or nano wry.agk t- ,equ?.red . wher required:' 113 %?J1' 1M eese;Nr - NKFR -oJeMI 1'• I;! -7&. Got - : •Z-aNs L oGJP,NG'i' T i•r GOH';'1 LJc.1"' 10 N-! •it0L -v* 744. I bee ta•°' � !� I ri c9 ,5 I-foW ri � f 1 • • • • 0 • • • • • 4 -F-Amt= • • • • f • • • • . •. • p- mL I♦. J. eeraaaa ,,_ 1i_,1 I.�f�Nt7 /�li��y •r „Jtl,l•�1„ G oselo 41,41,11 • •• • • . •• • • J 11 • ' !rAididei WAV!. Al '1 • gum Tize,6477 2 II r I/2 G p>tZm9 � ^IHIhF+ fr 0 d oI di ' 14#:sjein. 3 *k 1 :s. v3 M «� .�I ri ■rIi+ ,1= 11111 =` �.. M ' ! IIi111. I sill • � �• 5�i GoHT' l4= >iNl=� 1 - iI'ti� "51- 5e4..- FIF'm G4112-13. p I:-io M r7 �- { 4;11l� II •=11 t=-II[ 1 ' 3. IZUN 6��P� /Q17.I/�Ge�NT 'D Ifr",zllz/ G N 4 I t2 - vtri e, 6 Ul {i l!" 4`44. Q l2�a,a WA`t' 0 V' la 1 ff' • 0 i/ / i /\ , LEGAL DESCRIPTION) The land referred to is situated in the county of King, state of Washington, and described as follows: That portion of Tract 48, Riverside Interurban Tracts, according to the plat thereof recorded in Volume 10 of Plats, page 74, in King County, Washington, lying north of South 133rd Street (W. W. Beck Road) ; and z e9, Ii& W L -L� That portion of Tract 18, Fostoria Garden Tracts, according to the plat thereof recorded in Volume 9 of Plats, page 95, in King County, /j Washington, lying north of South 133rd Street (W. W. Beck Road); ��, TOGETHER WITH vacated 43rd Avenue South (Squire Street) adjoining. -JI /-. Gl r • • • • • • • • L 12e'.- /6 "x1,5/- / -utgp � 6 / • v3Iplit42 1 - te, • JY� 1 1 AA411.16, Pttr r�� y n, -�" �{o pvo Du:.T S PULL. TAM. Fo P off 1 I.. 4.49.3, SPA LJ \ 4_ o b ° :2747.1 PIJ VAJb r e`, 43, fir. t- "i; 50l ± F.,01-11" S 4E i I ND > r i- oa rz (2l• -,A N cL.E'VA'T"loy� WALL G rIc'N� OE:.-1,k I L•y .G l~fJlal.Eh 4 perf'I! -iv g.1-161-1./ izA• • -I 1,1Hr>AT!oH FL-AN • - ZooF' A F't r;21.. 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CITY OF HAMA APPROVED JO 16 R crry lath "•,,f•;4'. • '," . _ • : . '1 -• • - • • • ••1:•.q.,...:•:&c:,•;f?..-471•44:ai:gvete•jil,,la,-V;1,"itt;..2': IMIIIIIIIIIiIIIIHHIP1111111111111111111111111111111111111,11111111 HI 111111111111111111111111111111111111111111111111111111111111111111111VH;01111111111i111111111111111111111111111 1 I I I I I • '61"""t" 1 2 3 . 5 6 7 8 9 10 11 MAI"""4" 12 • ji • • ; h w,11,111, iwiltmlim11111 -NOT: If the microfilmed document is less clear than this notNe,, it is due to the quality of the original, document. 9e gz 9e Ce ' ' re ,:108 6L ei Li 91 ' .i. -- iir " ' 'el Zt Lt - 01; 6 t3 I. 9 9 9 t.'• 'e [ ,,,1,4 0 1 • NO DEM • • ••,.. A Lf[t..."•7'; 7.%:7:1•!"..-.7.-Y..7-.7`7.--.7:, 814811 zN.D2,,tv\ N _______ 1-4- 4---c.,,,,e[1,5 M i -cvr2. a x frit�tl'tt"S ,,,.,i►JC, 1k ; rz..t\Afz - „,,, >I,,1- „',, .I& ► ; -t-s /v ' - . alai, efc. Ro eie 11114 14►0 7g W� /P f AG WI (�1 �%A%vt� hoe 2-10 46AIrI J + e141.y. vo Ni ' eaft, 4006 Ore.- 1 G rizoi- u 11 11 l; ,o is ti q 0. , 604 (1 „--- ‘,...--0' ww - 61,16 , ,---.- 4, 6' ---° ' t� �° t wi *:)10 Jwt 11` 1 , . - A G-r %� tv ( 1a� 1^7 ���'�.r�lr ��, V 1.` 1 Q1 �0A"1 ii.4`”{ oti Paine V6t4'j° G A' Rail? &rc 4.::: 11 11 u Ac-T fi 11 1, of(/ 11 11 1 ,-----`' A & 0 11 ti 11 '10 °�, �-i� ���• �JLy �rj � c� l.11� aAetmewr �'° ©i �.✓� / �. V��"�� Kw(' 4. dov6 �a�se 4 �r� 'P 't1�t .: wp. �►�� ���1'. �►P•GIW�Iu� ►r-I stJA�n�I. 6 .. ' �0 W,�tt�x�'oy �,� �' o�IL�' WfLKt5 cO6Ni L ,” '1t,Vl•'' 1 •s IV. 4 NAl't0 /0,¢, MA's, +166 2.1v Hoff 1 o , •! / • lnntallaikan 7,/ict°,. Sir Fs.ecz.a r ri A ri-A&I 1 tc> d eA N-I 2 •� " WOOL Gh6\./= r,o ;r4 e awl s/* S . ;�C 7-L/( 0e r7644-, )NYC ,A{ ' . - /vMAJi JF A Bee. 47.1812. (a) !'areal iflasesrra. Suspension wines shell be not smaller than No. 12 gage spaced et 4 feet on center or No. 10 gage et 5 feet on center along each main nuttier • I unless calculations justifying the increased spacing are provided. Each vertical wire shall be attached to the ceiling suspension member and to the support above with a minimum of three turns. Any connection devi eaithesupportingconstruction shall be capable of carrying not less than 100 pounds. Suspension wires shall not hang more than 1 in 6 out -of -plumb unless countessloping wires are provided. `titres shall not attach to or bend around interfering material or equipment. A trapeze or equivalent device shall be used where obstructions preclude direct suspension. Trapeze suspensions shall be a minimum of back-to-back 1 tie -inch cold - rolled channels for :,pane exceeding 48 inches. (b) Perimeter Hangers. the terminal ends of eech cross runner and main runner shall be supported independently a maximum of 8 inches from each wall or ceiling discontinuity with No. 12 gage wire or approved wall suppose. (c) Lateral Force Bracing. Where substantiating design calculations are not provided, horizontal restraints shall be effected by four No. 12 gauge wires secured to the main ninner within 2 inches of the cross runner intersection and and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A soot fastened to the main runner shall be extended to and fastened to the structurel mcmbem supporting the toot- or floor above. The strut shell be adequate to resist the vertical component induced by the bracing wires. These horizontal restraint points shall be placed 12 feet on center in both directions with the first point within 6 feet from each wall. Attachment of dm restraint wires to the structure above shall be adequate for the lord imposed. Were' force bracing nvembers shelf! be spaced a tninimum of 6 inches from all horizontal ptpiag or duct work that is not provided with bracing restraints for horizontal forces. Bracing wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 peends or the actual design load, whichever. is greater, with ■ safely factor of 2. (d) Perimeter Members. Unless perimeter numbers ate a structural pan of the eppeevcd system, wall angles or chrnneis shall be considered as aesthetic clostas and shell have e structurel value assessed to themselves or their method of attachment to the walls. For tile ccitingt, ends of main runners and cross members shall be tied together to prevent their €p ending. • (e) AttRCltnteat of Members to t'.bz Perimeter. To facilitate instellation, min roomers and cross runners may be attached to the perimeter member at two adjacent walls with ctcannce between the wall and the ruiners maintained at the other two walls or as otherwise shown or described fo; the approved system. 1;.lght ng 1F'fsttflrei Sec. 47.1813. Only "intermediate" and "heavy dtety" ceiling systems as defined in Section 47.1802 arty be used for the support of lighting fixtures. All lighting fixtures shall be positively attached to the suspended ceiling system. The attachtre nt device shall have a capacity of 100 percent of the lighting fixture weight acting in any direction. Velen "intermediate" systems are used, No. 12 gage hangers shall be attached to the grid members within 3 inches of each corner of each fientre. Tandem fixtures may utilize noniron wires. • ._ Where "hestry duty" systems are used, supplemental hangers are not mqu ireoz1 if *48 -inch • modular hanger pattern is followed. When cross runners are used without supplemental hangers 10 support lighting fixtures, these done tanners must provide the sane carrying capacity as tdee main m ener. • Lighting l ixtw rs weighing Jess than ors ptmtsds ekes!! have. in addit1 n to t?te toq�eafrce trek tastiitted above, two No. 12 gain hangers cosunectad from the fixture bowing ro the etraciir above. These wires may be slack. Lighting fixruren weienina 56 pounds or mote shall be sapportesi directly Auer fire sbetteture above by amoved hangers. Pendant -hung lighting fixtures shall be supported directly from the: atrncturrr z eve using No. 9i gage erire or approved alternate su;rport without using the ceiling suspension system n. for direct suppoalternate ATl� t Te t -14 ' 1 po vJ V Iz R s 7" 61:4% p/G r 13 A e 1? ' / ^ Po I f_" [' ��/"L . C EA Gr•k -'2' U -=5© F., AT-T- I1J L) �,. P- --. i ' JIJ �� -r*✓�) & etir Ass clef 2)4 A �TJG; e M A x 4 I S" uv ft ,1 J se i.; Fri ,t< l Nlti -1"r#eRMAL pep- PL-AP-1 \ I",YIC) . . :• - ' ArTAH ATI v 4 6' 'tic F«1 reK • Pp-A66 -'o f�.e1t:A r ^d OLLO%.4J ►{ tJA\.d, C2 01-1, ?:oeT -r IrJ like. A'7 ' ‘70=-1?, k f2. 65/ it a f./ .)1,t -v2."#rit. Tt7.5 1 `c /b" e' tAt: JQ P,�A I tJ )(,. OR, III GATT tNI 1., '2 (LeeR''a ELECTRICAL NOTES 1. LIGHTING LAYOUT FOR DESIGN INTENT ONLY. ELECTRICAL PER BIDDER DESIGN. LIGHTING MUST MEET WASHINGTON STATE ENERGY CODE RE- QUIREMENTS. 2. STANDARD OFFICE LIGHTING AT 1.7 WATTS /S.F. 3. ALL FIXTURES TO HAVE ENERGY SAVING BALLAST AND TUBES APPROX. 140 WATTS /FIXT. MAINTAINED. 4. PROVIDE UNSWITCHED FIXTURES AS NOTED. CITY OF TUI'WiLA APPROVED MAY, ,19 19 BUI DI a DI A roved For Tenant By: ON Prelirrunary Date (Please erntiat Beriow For Appropriate PPtase) Date For Conaiructton Approved For Lease: Tenant Landlord C 0 fA w o g: 1 1 L� < W CC o Fos ILI co co o S.L. a. 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