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Home My WebLink AboutPermit 6056 - Reliance Electric - Storage RacksAPPHOVED FOR Y _ BUILDING ISSUANCE BY: / �4 < :?, _,,1,_, OFFICIAL DATE: /--/Y-& 4i I hereby certify ttiat I have read a 4, amined this permit and know the same to be true 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 not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: ! o DATE: 5 PRINT NAME: A -K,, c ____I p c , r.,C_.( - COMPANY; el- / i . i ,., C T►Lio___ PROPERTY OWNER Bedford Pro artias PHONE 241 PHONE 357 -1103 ZIP 98158 -9393 ADDRESS 12720 Gateway Drive Suite 107, Tukwila, WA CONTRACTOR SSG Corporation ADDRESS P.O. Box 33970, Seattle, WA ZIP 98125 WA. ST. CONTRACTOR'S LICENSE # SSGCO *249J8 EXP DATE 5 -28 -90 ARCHITECT David Kehle, Architect PHONE 433_8997 ZIP 98168 ADDRESS 12878 Interurban Avenue South, Seattle, WA TYPE OF CONSTRUCTION: UBC EDITION (year) SETBACKS: N - S - E - RCPT N W - FIRE PROTECTION: ®S rinklers 0 Detectors 0 N/A p UTILITY PERMITS REOUIRED?0 Yes ( N 0 (throu Public gh works) ZONING: BAR /LAND USE CONDITIONSOYes 0No ( - 90 PLAN CHECK FEE CONDITIONS (other than those noted on or attached to permit/plans): BUILDING SURCHARGE 4.50 DESCRIPTION AMOUNT RCPT N DATE BUILDING PERMIT FEE 1.60 I3OQ 5- ( - 90 PLAN CHECK FEE BUILDING SURCHARGE 4.50 ENERGY SURCHARGE OTHER: TOTAL - 6.10 \I \/ CITY OF TUKWILA - Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING C � / PERMIT NO. `lJ lU DATE ISSUED: 5- ct o CERTIFICATE OF OCCUPANCY NO. Install pallet rack in sotrage area. BUILDIN'3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHECK #90 -165 FEES PROJFCT INFORMATION • •T•` 3215 S 116 St 133 2,500.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT r Rellarce Elect c TYPE OF 0 New Building L Addition Tenant Improvement (commercial) U Demolition (building) C] Grading/Fill WORK: ® Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: CODE COMN IANCE USE -) FLOOR 4 SQUARE FEET TOTAL SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD / OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD 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: ' DESCRIPTION AMOUNT RCPT $ DATE BUILDING PERMIT FEE 1,60 4;341 I ( -90 PLAN CHECK FEE (through Fub wQrk.> .� ZONING: BAR /LAND USE CONDITIONSEyes ii No PHONE - • ADDRESS P.O. Box 33971 _ - ,: BUILDING SURCHARGE 4.50 ZIP •: WA. ST. CONTRACTOR'S LICENSE # * Js : ENERGY SURCHARGE ARCHITECT David Kehl a Architect PHONE , 3 - • • ADDRESS 12878 Interurban Avenue South OTHER: W' - • • • TOTAL • 6.10 l V , PROPERTY OWNER Bedford Prnparti- SETBACKS: N - . - E - PHONE - ADDRESS 1 720 Ga -wa D 'v- - ., ' . „ � ; .: CONTRACTOR SSG Corso atio (through Fub wQrk.> .� ZONING: BAR /LAND USE CONDITIONSEyes ii No PHONE - • ADDRESS P.O. Box 33971 _ - ,: ZIP •: WA. ST. CONTRACTOR'S LICENSE # * Js : EXP. DATE 5-28-90 ARCHITECT David Kehl a Architect PHONE , 3 - • • ADDRESS 12878 Interurban Avenue South S -attl a W' - • • • TYPE OF CONSTRUCTION: UBC EDITION (year) SETBACKS: N - . - E - SIGNATUR • o 4 . ` / I DATE: 5 W — FIAE PROTECTION ®Sp r i n k l ers Detectors (�N /A UTILITY PERMITS REQUIRED Y es No o (through Fub wQrk.> .� ZONING: BAR /LAND USE CONDITIONSEyes ii No ONDITIONS (other than those noted on or attached to permit/plans): WPHOVEDFOR I / / _ BUILDING SSUANCE BY: i ' ...,U OFFICIAL. DATE: !/ I hereby certify t at I have read a ., ,g amined this permit and know the same to be true 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 not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATUR • o 4 . ` / I DATE: 5 PRINT NAME: .. -K Al c J etSC.C)L.C` -... 1 COMPANY: ji/.v., t+ - Cc_Cec'I'RjC._ CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 BUILDING (_ OS PERMIT NO. U� DATE ISSUED: sre SI - • •D S PROJECT NAME /TENANT 1 e t r c ASSESSOR ACCOUNT 0 Retiarice_E, 092304 - 9066 TYPE OF 0 New Building lJ Addition U Tenant Improvement (commercial) (i Demolition (building) 0 WORK: ® Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: CODE COMPLIANCE !..� "�3 !�• ;a • P.4 • • i3 . !. • ••• L SQUARE OCC. SQUARE occ. SQUARE OCC. OCC. SQUARE OCC. TOTAL TOTAL C. USE 1.00R s"OTA 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. CERTIFICATE OF OCCUPANCY NO. 1V 9 PLAN CHECK #90 -165 3215 S 116 St N BUILDING PERMIT \/ (POST WITH INSPEt: i1ON CARD AND PLANS IN A CONSPICUOUS LOCATION) PROJECT INFORMATIOr UI I 133 Install pallet rack in sotrage area. V DATE ISSUED: FEES • $2,500_Il(l CITY OF TUKWILA duilding'Olvision 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspecti Site Address Requestor Special Instructions Inspection Results /Comments: Inspector INSPECTION RECORD i I ,� PERMIT # CO L5 lU Date -- l- a O Date .51 -- 9e) Date Wanted 5 - p.m, Project R.e l 1 kncJa. ESC_ r I c Phone # Q %" 131 t.D it '2-7 A /( Project Name 1< /j 1jj f,eh Address ? /S S. //e,-7 `' /33 Type of Permit(s) 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. C This project_ is NOT approved by this department; the following corrections are necessary: CITY OF TUKt. LA Central Permit System TO: ❑ Building ❑ Planning Authorized Signature Date This project is approved by this department: Authorized Signature FINAL APPROVAL FORM ❑ Public Works Fire Dept. _ontrol No. C /6 "'/6S -----'r/ Permit No. ❑ Police ❑ Parks/Recreation r--/- /2_ 6 Date CPS Form 3 1 rtCV1'1 11Ut'.I I1t_ ,11 J I L L1., Elements of an 0 -30 System SHELF BEAMS SAFETY LOAD LOCK ■ STARTER HAY UPR10HT FFlAMES FLUSH TOP BEAM DESIGN Beams lock -in flush with top of col- umn to provide a flat surface at top of rack for greater storage flexibility. Shelf ledges on beams are recessed to allow shelf to fit flush with top of beams, and offer ease of accessory installation, OPTIONAL SAFETY SNAP LOCK Snaps into place automatically when beam is attached to column. Unlocks ea>iily and quickly. Sli pperd in peoNnr Position for use as integral part of beam. • PAT, APPL, FOR 010 4 Inlerluke, Inc ADD ON SAY SHELF BEAMS RECEIVED CITY OF TUK`A'ILA APR 1 1 Snz; PERMIT CENTER NEW KEYHOLE DESIGN Interacts-30 features a narrow, wedge - shaped keyhole' requiring minimal column metal removal. its shape guides stud and beam smoothly into position. EASY REARRANGEMENT Interack -30 components assemble and disassemble easily to change beam ele- vations. Studs" are tapered on all sides for smooth insertion and removal, with no projections to "hang up." Keyholes' are wedge.shaped to guide studs and beams into exact position. 11'nt .riaKe gr 6(767 SAFETY LOAD LOCK Industry accepted as the finest of all rack locking devices. Lock is an inte- gral part of the beam, not a loose part. Locks and unlocks with one hand in a second, yet keeps beam secure even under toughest jolts. Standard on all flush top beams. SLOTTED BEAM For locking in decking and crossbars, optional! available in most beam sizes, STUD'S WEDGING ACTION Interack•30's new wedging stud" in. sorts smoothly, engages the column more deeply, and employs wedging action to draw the beam end plate firmly against the new column center rib for greatest rigidity. MAXIMUM RIGIDITY AND STRENGTH Placement of reinforcing struts Is computer calculated to meet itidivid• ual upright section requirements. All struts are Inserted into and fillet weld. ed directly to the columns for greater strength and reliability Pegs J rater is le Wider lad Handlir� Dtv' ion U21B" 18200 L g 18000 OM II NIL MN Mr wc1111 LU258 *" 23000 22800 22500 22100 21200 18200 17100 16000 14900 Maximum Unsupported Length• 38" 42" 48" 54" 80" 66" 72" 78" 84" 90" 1 276 " LU77 RC II JIlE 48 II 117 ill I Mar JIM 7 . �r t' 00 IL' 11117 100 W IT Tani ;00 E • I 000 Vi ,' 0 NC , r J 000 IIE IIIII 111111 11111Z,111112111111111111 010.Il "111 Mill m1:11 r 1880'. If ' 600 lir ttr if on 17500 24700 8506 11 32 • • 11 LU95B FROM NORTHERN STEEL, SEA. M • 98" Upright Frame Capacity Chart For Use In Step 5 2000 Floor to top of first beam or maximum beam spacing (whichever Is greater). Contact Engineering Department for usage limitations at these shelf heights. For beam lengths over 108" reduce frame capacity by 7% (0.93 multiplier). It is recommended that LU21 B uprights not be used with beams subjected to ledge loading In excess of 7500 lbs. per pair. LU•2lB • 1 LU•25B + % LU•278 LOU LU•77B LU•79B LU•65B 4.11.1990 14:47 UPRIGHT FRAMES There are seven basic Interlake upright frame models In various Blies and gauges. vista Green paint is standard. L.1.1-215, LU25B and LU278 era 3 "x1.516 "; LU7513, LU77B and LU798 aro 3 "x3 "; and LU95B le 4 "x3 ", HORIZONTAL AND DIAGONAL BRACING Frames with 3" x 3" columns use 1.1/2" x 1.1/2" channels. Frames with 1.5/8" x 3" columns have 1.1/2" x 1.1/4" channels. Extra deep racks and larger size uprights have heavier bracing computer ' calculated to carry heavier loads. UPRIGHT FRAME FEATURES There are absolutely no dead spots along full height of column, per. mitting beam placement freedom. Each column has a foot plate pre•punched for lagging to floor, COLUMN FACTOR OF SAFETY Based on minimum yield point: 1,82. All columns are high strength low alloy steel with 60,000 P.S.I. minimum yield strength. F. 4 9 FROM 14ORTHERII STEEL/SEA. r Beam Capacity Number of pellet$ x load weight - required capacity per pair Baum capacity- lbs. for length - IH Beams have a safety factor of 1.67 as required In A.I.S.I. Specifications, Beams are formed from high strength, low alloy steal with 50,000 P.S.I. min, yield strength. Baked Safety Signal Orange paint is standard. Other colors era available, MA X_UNIFORMLY DISTRIBUTED W LOAD CAPACITY (LBS. PER PAIR) 0.711 0.733 560 0.756 520 0 800 1430 1. 1340 1. 1350 1. 1290 1 1 4.11.1990 14:45 38 44 46 54 Co ee 70 72 74 78 78 no • 297 2470 2060 1680 0. 17011 0 1700 0.41 1620 0.4 1660 0.433 1480 0.444 oeb. 0 0.143 cop, 4310 0.244 3150 300 3020 2750 7 2590 2 22 21 21 1420 0.456 1380 0.487 1300 0.478 1250 0.489 1200 0.500 1150 0.511 1110 0.522 1010 0.533 88 100 102 104 108 144 110 112 114 114 118 1030 0.544 1000 0 960 0.56 930 0 6 900 0. 870 0 640 0 810 790 780 74 44 658 7 1570 1 1550 1 1530 1. 1 1 1780 1730 1700 1670 1050 1020 1 1500 1. 71 4800 417 4390 525 4250 ,• 1 .1: 203 5020 10 4600 53 3 4 2680 2830 393 0.413 0434 0450 0.478 0.501 0 524 0.572 0.590 0822 0.641 0.074 0 701 0 720 0.156 4700 4690 4490 4390 4250 4000 3010 3010 3470 3340 3210 3100 2990 2660 2780 0 0 0. 0.4 0. 0 47 0.500 0.511 0 522 0. 0. 0. 0. 0 ate .353 4940 .373 4820 045, Cp. 0.000 solo 0.142 7480 0.100 0910 0.206 6220 .253 .303 3311 77 47 .4 33 22 327 633 644 054 667 0.049 0.711 0.733 0.756 0 800 3220 3110 3120 3000 2950 1 2910 1. 2510 1 2760 1.2 2630 1. 2 00 08 .253 .303 339 0.358 0.377 0341 0.417 0.438 0,459 0.480 20 0 503 040 0.525 0 540 3800 0.572 10 0590 740 0.621 70 0.644 10 0.071 0 097 0 724 0 751 0.778 0.600 834 603 83 Denect.,n• *181" oft sp4c C1p 005. Co. 048. 10820 0 057 10820 0.007 9040 0.126 0440 0.126 11350 0 149 6300 0.149 7520 0.105 7520 0.165 5630 0.226 6630 0.220 6270 0.271 0270 0.271 5950 0.303 59$0 0 203 5800 0.320 5800 0.320 5050 0.337 5050 0.337 5520 0.355 5520 0.365 5390 0.373 5390 0.373 5270 0.391 5270 0.391 5150 0.410 5160 0 410 5040 0.430 5040 0.430 4940 0 449 4040 0.149 4 4 40 / 71� 40 4850 .511 4850 0 512 4470 0.522 • 4560 0.533 • 4300 0.533 4470 0.555 4140 0.544 3990 0.556 3850 0.567 3720 0.570 3590 0.589 • 3470 0.600 3300 0.011 3250 0.622 4390 0 576 4310 0 600 4240 0.624 4110 0.640 41C0 0.672 • 4030 0.508 3900 0.722 3900 0.747 3540 0.773 3780 0 799 3720 0 528 7 1 13 53 781 6970 N10 6440 6280 0. 6130 0. 5900 0 . 5850 0.38 5720 0.355 5600 0 .403 5400 0.422 70 0.441 5290 0.460 5100 0.480 $060 O. 4960 0.52 4870 0 4710 0 4550 0. 4390 0 4240 0 4000 3960 3830 3710 35 3 3150 0 033 3030 0 614 2950 0.558 ,111 .7 0 0. 110 0.139 0.174 1., 12000 10000 0.37 18 47 47 4810 4530 4460 4390 4320 0 4250 0 4150 0 4120 0 0 Y1 11. J fjt 1 • • d 124 126 132 136 144 q'. o.n1ctio1,• SW 0.680 1 1.112010 Sax. 1400 1 x .55,1 562 0011 0041 0.072 0.704 0.736 0 0.709 0.003 0 .838 0.573 1. 000 945 983 1900 10140 1040 171'0 haactbn' 6peo. Own 2240 0. 2180 0. 2090 0. 2020 0. 0.101 0.147 0.173 0.210 4140 0 4040 0 .'.� 3940 Q. 3700 0 3590 0.4 3440 0. 3290 0 478 3150 0 489 300 0500 2910 0.511 2700 0522 26000533 2590 0544 2490 0.556 2490 0.501 2120 0.57 1.112110 4 7 let 609 1 . ' 1.711 14 0.733 1 0758 0 800 F' *151" 0�. 5000 0. 6870 0 0550 5530 2700 4740 2700 704 113 842 72 2550 1. . 2610 1.1 2440 1 1 2370 t 2 2260 1 12 2000 2520 2440 2360 22 Iw 2000 0 LH3118 r4ri1 ,1• /151" Swu. Spec. 5 2700 0.689 255-0 0 711 2410 0.733 2280 0.756 2060 0.800 LH321 B 3560 0 .908 3460 0 987 3370 1.026 3200 1 037 3120 1.214 31 0.889 0.711 0.733 0.756 0.600 • I 2 30 18 44 3 40 54 00 0.254 e6 0.264 70 0.300 72 0.310 74 174 212 0,233 0.310 0.357 0.235 0.403 0.122 0 0.441 0.460 0.480 0.500 • 0 0.542 1. 555 000 7 3940 0. 3130 0 008 3720 0 963 3630 1021 • 3440 11404 7e 16 50 $2 /4 66 ea 90 92 94 8e 00 100 102 104 106 106 110 112 114 I IO 124 120 132 130 144 • Deflection Spec, le the allowable distributed load per pelr of beams based on maximum deflection of L/100 (1!180 of beam span). • • A.1.S.1, Spec. I9 the allowable distributed A4 load per pair of beams based on .1.0.1, allowable stress governing cepaclty. In both columns the safety factor Is 1.87 based on the minimum yield point of the steel, • "Quick Ship" Items. NOTE: For beams longer than 00" that support decking. we ouggeei the use of Onep•in cross bars for ytotled boeme to r•duce the pr+ "ity of boame Spreading apart. F. 2 a FROM NORTHERN STEEL,SEA. Upright Frame Depth Frame depth (A) should be 4" to 6" loss than pallet stringer dimension (II 6) (Must be in 2" increments) Upright Frame Height Starting at floor level: (Normal practice of bottom load on floor Illustrated.) Add height of pallet and load (II D) Upright Frame Capacity Add clearance between top of load and bottom of beam (B) Add thickness of support beam (use beam data on page 6 and 7 or 6 ") (C) Total [(B) plus (C) or use 10"j Multiply this total times the number of shelf C y .$) bairns equal upright frame height f._ Rack is required to go only as high as is necessary to support top pallet, Frames supplied in 6" height increments, Height may also be limited by the extent of fork elevation of lift truck. Provide a minimum of 6" between top load and ceiling obstructions. Check local fire codes, Add total weight of loads supported „ �� ' fps by shelf beams. (11 F) Determine maximum first shelf spacing (S)_.. 3D rt It) 'T ' Rafts to capacity chart, page 9, for frame type. After determining height end depth, specify catalog number as follows: The prefix, LU (for Interlake upright) la followed by eight digits. The prefix And the first three digits designate tho model (LU21B, LU256, LU27B, LU75B, LW778, LU7913, L1195$). The lest five digits are the depth from Step 3 and height from Step 4. 5 `wP L w CC 4.11.1990 14:47 vIRTICAL SPACINO INNYNONNumatimummusasmaiimaideismummiyagr CEILING CLAARANCI A FRAME 100 '” DEPTH 10 ' v imlAaa P. 3 AIONT IQ T LOAD H6IMO 1 WWI 1 1 ) 1 1 1 = 1 1 . 4 . 1 I LOAD N met iiiiiiiimsmal I e �� . r---ii LOAD NNONr I , 1Am= „jIMr. a FROM NORTHERN STEEL,SEA. Upright Frame Depth Frame depth (A) should be 4" to 6" loss than pallet stringer dimension (II 6) (Must be in 2" increments) Upright Frame Height Starting at floor level: (Normal practice of bottom load on floor Illustrated.) Add height of pallet and load (II D) Upright Frame Capacity Add clearance between top of load and bottom of beam (B) Add thickness of support beam (use beam data on page 6 and 7 or 6 ") (C) Total [(B) plus (C) or use 10"j Multiply this total times the number of shelf C y .$) bairns equal upright frame height f._ Rack is required to go only as high as is necessary to support top pallet, Frames supplied in 6" height increments, Height may also be limited by the extent of fork elevation of lift truck. Provide a minimum of 6" between top load and ceiling obstructions. Check local fire codes, Add total weight of loads supported „ �� ' fps by shelf beams. (11 F) Determine maximum first shelf spacing (S)_.. 3D rt It) 'T ' Rafts to capacity chart, page 9, for frame type. After determining height end depth, specify catalog number as follows: The prefix, LU (for Interlake upright) la followed by eight digits. The prefix And the first three digits designate tho model (LU21B, LU256, LU27B, LU75B, LW778, LU7913, L1195$). The lest five digits are the depth from Step 3 and height from Step 4. 5 `wP L w CC 4.11.1990 14:47 vIRTICAL SPACINO INNYNONNumatimummusasmaiimaideismummiyagr CEILING CLAARANCI A FRAME 100 '” DEPTH 10 ' v imlAaa P. 3 AIONT IQ T Plan Check #90 -165a Reliance Electric 3215 S 116 St #133 THE FOLLOWING COMMENTS APPLY TO AND B COME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 4 (D 1. No .changes will be made to the plans unless approved by the Architect..and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 3, All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (19B8 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 4. 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 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 1 Footings 433 -1849 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 ■ 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 ■ 13 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 433 -1849 433 -0179 _ X 17 BUILDING FINAL 433 -1849 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 SITE ADDRESS: OTHER AGENCIES: BUILDG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: 3215 S 116 St 133 Reliance Electric CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REFER INSPECTION PROCEDURES AND REQUIREMENTS (r)0<ic__ 5 l I-90 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. Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 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 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 04/21/60 •X• REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling — 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL X 7 BUILDING FINAL PLAN CHECK - NUMBER cto- !l,5 ir PROJECT: R*L: ELEC.T I�IC. THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TT.UUKWWILLA BUILDING PERMIT NUMBER No changes will be Bade to the plans unless approved by the Architect and the Tukwila Building Division. O 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 - 4732). O Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363), O All mechanical work shall be under separate permit through the City of Tukwila, � 11 permits, inspection records, and approved plans shalt 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. O All structural concrete to be special inspected (Sec. 306, UDC). (8 All structural welding to be done by W.A.D.O. certified welder and special inspected (Sec. 306, UDC). 0 All high •strength bolting to be special inspected (Sec. 306, UDC). 10 Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic lone 3. (ED Partition walls attached to ceiling grid must be laterally braced if over eight (81 feet in length. 12 Readily accessible access to roof counted equipment is required. 13 Engineereed 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. 1/ Any exposed insulations backing material to have Flame Spread Rating of 23 or less, and material shall bear identification showing the fire performance rating thereof. IS 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.). 10 A statement from the roofing contractor verifying fire retardancy of rook will be required prior to final inspection )see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code 11988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stas Regulations for Barrier Free Facility (1909 Edition). t8 All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Wealth Department inspection should be eade by calling King County Health Department, 296-4707, at least three working days prior to desire 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. t9 Fire retardant treated wood shall have • 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. 20 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 2l All spray applied fireproofing as required by U.B.C. Standard No. 43 -0, shall be special inspected. All wood to remain in placed concrete shall be treated wood. All structural masonry shall be special inspected per U.B.C. tlon 306 la) 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 prssuaing to give authority or violate or cancel the provisions of this code shall be valid. 1908 Fire Department Review Control Number 90 -165 (513) Re: Reliance Electric - 3215 South 116th Street Dear Sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor April 17, 1990 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) 2. 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 first be approved by the Washington Survey & 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 #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Storage of Class V combustible material in racks over 6 feet high generally requires additional fire protection as directed in the appropriate national standard. 3. If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire - extinguishing systems, smoke - removal systems, fire protection and fire separations are required per Uniform Fire Code - Article 81. All required occupancy separations, area separation Yours truly, r cc: T.F.D. file ncd City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 2 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) The Tukwila Fire Prevention Bureau Gary L. VanDusen, Mayor 1- Plan Review PROJECT . ( R. t.1 A k C e. ADDRESS 32.1 5 5 DATE 1 1 -__ - .D I A c..\( S'TO R A GE EXIT . r PLAN CHECK NUMBER -- (7S . AND FA 5 r kJ "G'r P.MGERip:b F- FROM POR:rwel2.►.1 STEEL CITY OF TUKWILA ' DEPARTMENT OF COMMUNITY DEVELOPMENT . prepared by: , _ v l PLANNING DIVISION Ot2.1 1060. 121 OM .; \t■./M0116■■■ I Ar'�'r.001111.......■••an r\ 'moo . \�■•■••dsoem. -. II i! II I •j III aw\f-��►��.1 •:■■•-•innolicir.././.0-...r.eardr."..•.:4...ww.•••..r.Karer.r.e..Arareakir....ap:ouramortdroweRre r a iiiisa►M . srs _iiu ti."i.eiti isi41..iin+:CAa:4/ Sri arigrs.aris410•115ao e d i 0 r - Y r 4- 2 1 -0 1 1 • 4 dd4(c 77 • pig mil 20614.33. -899 RECEIVED CITY OF TUKWILA APR 0 9 1990 PERMIT CENTER DATE DESCRIPTION 4-01,1 I -5.t IBNII�TC'J r• C . MM/DoO,t attr�«tz coo/( 1 g= It) 11 4 1 ID II . 1 PERMIT NO. CONTACTED L �� &t 6S-1 Corp DATE READY DATE NOTIFIED 1 1 ) _ I r 9.0 '' _ _t ( �k � PERMIT EXPIRES 2nd NOTIFICATION ) t r a� C- �QOrg' BY: os AMOUNT OWING r ^ �k , 3RD NOTIFICATION B (init.) PLAN CHECK NUMBER 9 0 4)5 it BUILDING PERMIT APPLICATION TRACKING PROJECT NAME R.21 ; ostc€__ SITE ADDRESS SUITE NO. "30Is .s 11(o 51 BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) 1 33 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 ". SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. r BUILDING - u _ 01_4 O initial review ,t FIRE O PLANNING O PUBLIC WORKS O OTHER EZ BUILDING - final review Yz qi) / 9 ROUTED) �I -0 - ifo INIT: -A6 INIT: INIT: INIT: 4 / 5� INIT: 5 L 'l 8 S ME PERMITS REQUIRED? (1 Yes 51 No PUBLIC WORKS LETTER DATED: CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: (.Sprinklers ( ) Detectors ( ] N/A FIRE DEPT. LETTER DATED: ' - i3- JD INSPECTOR:,) 3 ZONING: [BAR/LAND USE CONDITIONS? () Yes Di No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- OF CONSTRUCT DITION (year): REVIEW COMPLETED 09770/80 2B 3-89 b ECITO MUT RP AE ULIG PRI E LN CEK FE • UBR PA HC _ ( ULIG C>( UCAG i APIAIN l .; 1 H EEG UCAG OHR f 1 I F) OT CMLTL OA r .0 IE ADES SIE # VLE O OSRCIN - 3 71 6‘C N le/5. 33 S s RJC AETNN SESR AON UT # /E // 4tc tAT / ..40∎ / p L C d ' ) i — ?0 YE O Nw Bidn diin Tnn mrvmn cmeca) L eoiin (ulig OK 4 Rc trg eof 0 Rmdl (eieta) 0 Ohr DSRB K T E DN: I/7t- /.44F 4 A " --. E9 ULIG UE (fie aeos, ec) 0 1 l E /4 c - - NTR F BSNS: Fe cf L .oe G ,* IL TEE B HNE I S? Id N e F YS XLI: SUR OTG ulig 3 ' Tnn o osrcin 2/. F WL HR E SOAE O S F FAMBE OBSIL R ZROS MTRAS I H ULIG 0 Ys I E, EPAN .s 5 7/w iv. Tuo P / cr / &6 Gr$ Oc q v la - A( G F 'O.-g T,� ') POET WE _ it- J O ,�_(3 ADES (- 6 - C ..d 1 . ._ _ _... - - ZF 06 5 CNRCO (i x,- //. POE 3 . 3 3 ADESD F- G S. CNRCO' IES e zi c X. DT . a_� ACIET D v '/ J , POE � .. i ADES . e .-/e, 14g44/, S .-, . E Z7 S/ .. .,�..� E'I *: ii:�;.i�; l~ . :4 �ID EhI E::1$ .. .. / Ii t' '* >�C : :< BIDN WE INTR ?, J R /�� PIT NM HN UHRZD , L ) ” a y -/3 GN DRS 70 � rv ∎ / 17 IY ZPea , f/e CNAT PRO 66 7 /0�.b,•iv O/c Ps�F,c S� 6200 Southcenter Boulevard APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please r a s6i lo II 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 nommunity DAuelopmQnt prior to application submittal. Contact the Permit Coordinator at 433-1851 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 Divisbn at 433.1849. DATE APPLICATION ACCEPTED t-f- °I - 90 DATE APPLICATION EXPIRES 10 ° - o COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS D Completed building permit application (one for each structure) Assessor Account Number Two sets (2) of the following: • Sppsdfications C Structural calculations stamped by a Washington State Iic nsed . engineer • Soils report stamped by a Washington State Honied engineer C Topographical survey C Energy calculations stamped by a Washington State licensed engineer or architect . • Legal description Worfcing drawings, stamped by a Washington State licensed `! erdiilect, which include: • Site plan • Architectural drawings Structural drawings • Mechanical drawings • Elevations • Civil drawings Landscape ' plan ; El Completed utility permit application Six (6) sets of civil drawings permit application end fora submittal requirements. RACK STORAGE Compls building permit application Assessor Account Number - TWO (?.}:seta of pl ns; which fh Ind uuit • Guiding floor plan showing • Entire specs where realm will be.: • Exit doors `.: >.;::;::?:. ............. • Dimensions of d Tenant space floor plait sidle:: •:... • ; > NOTE: :Inc+iiids of Fac*i matt ways of! plan Slhadraal udoulationa stamped. bY'a : M (iadtstdragu► fr and over),;;; .... ...... RESIDENTIAL NEW, III iLEfAMILY DWELl,B GSIA Computed bttldng permit application (one for L Six (6) sets of site plans showing utilise " NOTE: Sulking site plant end wilily site plan nray usd r permit application end checklist for spec* submittal requirements. S( BMITTAL CHECLJST ild�on.t apopisprtloal soils inAamat tit may be rwatrinedtu lqup NOTE A i oohorrorta off of Mris tNa _ COMMERCIAL TENANT IMPROVEMENTS E Completed building permit application (one for each structure or tenant): C Assessor Account Number Two (2) sets of construction plans, which include: C Site plan Construction :deWk RE RESIOOmAI. R0 f NOTE: if SOY titi ywdrrt'Mrlo: :and plan;: br +ar6/n HE R : • Location of tenant specs Existing and proposed parkin C Dy arau build ng plan • Tenant local on • Use of adjacent (common wall) tenant .:. • Overall dimensions of building or square footage Floor plan of proposed tenant specs Tenant space plan with use of each room labelled. Exit doors: eweea pollens • New walls, existing wall, and walls to be demolished. one for each structure) material being removed, and Completed bullpkp permit: sessorAccount N air dive describing x i • Cross sections showing wall : construction and method of attachment for floor:and ceiling: Structural calculations stamped by a: Washington State licensed engineer may be required if work . is to be done (2 sets) : • NOTE: If any udMPy work Ti to be done, submit separate udrity permit : application and purrs. Compl.wd buildup permit appN C • Assessor Account Number C Narf'ative describing existing roof, material being Installed: : NOTE:: cerVVTcation lalteris squired pnor to final inspection and sign ::off of. dte l � :: ............... State licensed ptetnit application: to lnpecdar ana,r�r- TO: FROM: RATS: SUSJICT: (10 /T2.MEMO) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (208) 433 -1800 Gary L. Vanousen, Mayor MEMORANDUM i l 2 c ip -1(5 5 \ AxiP_ � M q, Igc0 Roc eft roy. Fe Q 7 ' L.1329 h i = ) (DD 1too o IC)o - I.(t0 t .So 6,10 5 -4x tit 1441144 9 45 L I 9 .1 1 '.0' , ara` v 2 To" 1-0 -let it it ! s: ii 0 &p afp, rb6r1 pe 04 m r2om elbttA Verr LWOW— Xti &ff 3O. rt49I4 L. V2:; 4xvi-e162 rmg io V -E i i fryi. 4 .4:1 1 2./i • ■1` 0 1-?, it I V V -g*Ar- --r4 A Fif Lit-i00•7 RaT-T frL ' T! v-f7" 1 0 L I i t 1 -,o- 1- 1 1 , 1 1 4 11 - - V :7 r Ij ie7 iC24Lp 2Arc eau —6— rA11 L-VAGtg..-6 1 k3/Ai I ;1 • - ' 642 , 41 g 1,1.0 4- 12. , 3 Ii 4 12 • N 7? x 4 SCALE; if Ur= v o - r-fAL 1rs!AL-t.....• hrt1101-1. TOTAL BUILDING AREA—NET= 28,420 &F. 0 i •., f ii I.‘es'ol II 1 I 1 1 1 .11 t/ I / I uPker V V . iV I *km ===774.74 -8- \ • I )( . Z4. -o," No. • 7 ....An eD4NO 3 etrZW)Lk... 121161 ' • - 1 1 .0 11.2126 1-o ll 2, 1 3 II II - f r 71 4 t ea4P1...41,14.13:As pip 12.241,1 ■ - "?4 , 1 1 - 2 al I -69' i (1) NOT If the rniercfiln)ed document is less elect thtn this I ii.ctice, it is CUE tc the, coality ce the cripir.21 e'ocunent. 1 k,. _ ., _ . . ..... ...... . ... ....... . ... . .. . . ok.; 1 ii,: I.,:.. 1, ( ..:.ie.. 9c: Ce: (.7.(..:: LC O ()i. 81. LI. 91 gl *4 Cl ZI. 1.1. (L 6 9 L ,....) ( ; 'i I 11'111.11111 1 I 1 I ; 'I ll'I l l I'll 'ill' IIIl II,IIIii I I 1 11 11 ' H 1 ! 'iTI!!WHY,WII!HI nilHHH HIWN11!■!IP.WIllilll!HIHHHIIIIIWiiiiMilli l lirl!iiiiMIIIIi!IHIWIIIIII ilifil,111 HIIIIIII IMMIIIMIMITIWIIMIIIHIHIih!IIIHHHki■I 1 1 1 , .474 - •I4 --v • - ••• - . IIII!!' I !I; 1 111111111111111 I I I I I I I 1 1 1111 , 11 1 1 . I I 0 II. III` ■■•:,•• ' 5 7 8 9 (-) 11 P , t1 triv 12 t • 7e LEC4END STOREPRONT MANDOOR 3'X8'-6' 111 MANDOOR 3 , A DOCK HIGH DOOR 9*xiog DRIVE-IN DOOR io X I DRIVEAN DOOR.trxio' FILE COPY I uriderstancl• that the Plan Check approvals are 'subject to errors and omissions and approval of plans does not authorize the violation of a:I isyttpteci code or ordinance. Rqc,e;c:if of contractor'S op y of approved plan:3 acknoviledg0. Rate /i • Permit No CITY OF TUKWILA APPROVED APR 1.7 1999 DIVISIC5171 RECEIVED CITY OF TukWILA APR--O 9 1990 PERMIT cENUR (Nmit,h-f-i °kiwi () e=^=. 2 ////////////////.////////////////////././/////'/// �.//'././////./..////////////`/`/. // /|//'//////|///| / ! / |/// / /| // ///| /|///// | /|/ | / | /| /|/|/ | /| /| / |/� / |/| / |/ |/!/'/|/// | / | / | /| / | / | /| /|/| /!/|/|/| /|/ | /|/| / |/ |�� / | /|/ | / | /| / |/|/!'| /| / | / / / /| /|� 1/|� | / | / | / |/|/|/|�\/ |�| /|/\/\/ |/|/ \/\/ ' / ' ' ' / ' / ' / ' / ' / ' ' / / / ' | ' / ' / ' / ' / ' | ' | ' / ' / ' i ' / ' / ' 6 7 8 9 10 11 w��, 12 3 4 5 �� the microfilmed document is less de n�' is due to the coa|ity cr the orip|nn| dnounnent' - __-_-__-__'_ _- ' - . - ._--�--__________ ()C o.� ye L e 9 so *u Ca ou v (),� o � a� �� e� � � �� C� �� u {�[ 6 3 L * s � c � L.. 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