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Home My WebLink AboutPermit D09-161 - SEGMENT 9 PLANS II - KING COUNTY - BOW LAKE TRANSFER BUILDINGD09-161 BowLakeTransfer/TSO Building 18800 Orillia Road South Due to the file size, this record has been broken down into 11 segments for easier download. Click on the following links to review the permit segments: Segment 1 -King County— Bow Lake Transfer Building D09-161 Segment 2 -King County— Bow Lake Transfer Building D09-161 Segment 3 -King County— Bow Lake Transfer Building D09-161 Segment 4 -King County— Bow Lake Transfer Building D09-161 Segment 5 -King County— Bow Lake Transfer Building D09-161 Segment 6 -King County— Bow Lake Transfer Building D09-161 Segment 7 -King County— Bow Lake Transfer Building D09-161 Segment 8 - PLANS 1- King County— Bow Lake Transfer Building D09-161 Segment 9 - PLANS 2 - King County— Bow Lake Transfer Building D09-161 Segment 10 - PLANS 3 - King County— Bow Lake Transfer Building D09-161 Segment 11 - PLANS 4 - King County— Bow Lake Transfer Building D09-161 '0 0 0 0 0 J 0 0, 0 C 01 fn co U u_ 0 e d 0 0 Q 0 U 0 c 0 0 O 0 v .o 0 0 .y C O 0. 0 N 1 co 0 0 0 0 E 0 0 0 7,-0" • Use extreme caution • Watch for moving vehicles • Children and pets remain in vehicle • No smoking • No cell phone use in building DANGER Proceed with caution -. • Use extreme caution • Watch for moving vehicles • Children and pets remain in vehicle • No smoking • No cell phone use in building DETAIL SIGN #39 AND 40 SCALE: NTS DANGER Proceed ` Dien -directed • Use extreme caution • Watch for moving vehicles • Children and pets remain in vehicle • No smoking • No cell phone use in building DETAIL STOP SIGN LAYOUT: SIGNS 37 AND 38 SCALE: NTS DESIGNED JE DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 2'—O" DETAIL SIGN #50 AND 76 SCALE: NTS 1'-6" Bus Parking I N DETAIL SIGN #52 SCALE: NTS co N 2'-0" Th EXIT 71 County vehicles only DETAIL SIGN #57 SCALE: NTS D C 6 A REV 6/10/10 1/8/10 1/8/10 7/31/09 IKS IKS IKS IKS KRH KRH KRH KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LEI IERS ISSUED FOR CITY OF TUKWILA PERMITS DATE CHK'D APP'D REVISION DESCRIPTION N 0 1'-6" BOW LAKE Recycling and Transfer Station FEES KC$W Tax8 Solid Weare Fen Surrharge Mbnlm en Fee 15.31 ' 9a (320 Ihs. or less) Per Ton Fee - 9500 905 $102.05 The tlevAeg einem en/T{0 W eh,Yolup Yard Wnte Minimum Fee (340 It*. cc loss) $19.2$ Per Ton Foe $82.50 Crean Wood' &linkman Feu (310 lbs or less) 513.25 Per Ton Fee .582,50 Appliances - ReingeralllAppliancas $24.00 Otivr Large ApP antes $10.00 Urnl of 3appliances per load UNSECURED LOAD FEES. TOTAL 311.25 rP„eager licensed veh Cles Trucks toss Man et equa.to 8.0001as' Ilrensed gross vehlnle•Aelghl hock, greeter ikon 13,000 lbs. goosed gross gross vehlce weigh! Secure your load for safer roads. Unsecured loads vont be &targed a Inc. $3.00 $5.00 510.00 STATION NOURS Mo -day -Friday 5:30 am. -5:30 p.m. Saluiday & Sunday 8:30 a.ni': - 3:30 p.rn. KrrgCounty DETAIL SIGN #56 SCALE: NTS 2'—O” EXIT No right turn DETAIL SIGN #58 SCALE: NTS L41 King County Department of Natural Resources and Parks Solid Waste Division 0 7'-0" r RESTRICTIONS Not Accepted Asbestos Containing Materials • Computers & Computer Monitors • Contaminated Soil • Flammable Materials • Hazardous or Dangerous Waste • Large Items - over 8 ft. in length or over 200 lbs. Restricted Items • Constuction & Demolition Debris - no mechanical unload vehicles, hand unload OK Dusty Materials - bag or wet to reduce dust • Latex Paint must be dry or solidified • Mattresses & Box Springs - limit of 6 per Toad • Passenger Vehicle Tires - limit of 4 per load • Propane & Other Tanks - must be empty, capacity of 5 gallons or less This is not a complete list of all restrictions - please follow staff directions DETAIL SIGN #47 AND 68 SCALE: NTS rIEWEDFarePRQ,£N CE 2 0 20io-Tukwila BUILDINGDIVISION bO9L(a( J IA r1114 14 zolo aFPMIT CENTER An SAIC Company 1001 Fourth Avenue, Suite 25 Seattle, WA 98154-1004 (206) 695-4700 0 De8iGneR, J. Engelhardt; Designer 4810 Wildlife Acres Ln. Scdro-Woolley, WA 98284-7827 360.724.3307 thehardt@,wavecabte.com BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SIGNAGE LAYOUT DETAILS PROJECT NUMBER: 000405009 SHT. OF: 146 619 DRAWING NUMBER: C158 1-800-424-5555 Th J K_ 111111111111111111.111111111111111111111111111 J 0 c2 E O 0 N O UD I CV 2'-6" EXIT Return to 1-5 0 DETAIL SIGN #77, 80, 85, 88-94 SCALE: NTS 2'-6" I SCALE 1 ve DETAIL SIGN #114 SCALE: NTS i 1'-6" DETAIL County access only SIGN #78, 83, 84 SCALE: NTS 2'-0" Hot Pad Operation • Set switch to hot load • Dump Toad on pad • Hose down load • Reset valve after cleanup DETAIL SIGN #97 SCALE: NTS r7 2'-6" 0 DETAIL 2'-6" EXIT Return to 1 SIGN #79 SCALE: NTS SIGN #100 SCALE: NTS SCALE 2 DETAIL SIGN #115 SCALE: NTS DESIGNED JE 0 r7 1'— )1 Do not enter DETAIL 1 SIGN #81, 82, 86, 87, 98, 99 SCALE: NTS 2'-0" SIGN #101 SCALE: NTS 2'-6" SCALE 1 DETAIL SIGN #116 SCALE: NTS DRAWN ABG D 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LEI I ERS A 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION cV t 2'-6" T EXIT RECYCLE (cans, bottles, paper, cardboard) DETAIL WARNING CONFINED SPACE Entrants must comply with confined space entry requirements for access to all vaults, sumps and manholes. DETAIL SIGN #95 SCALE: NTS SIGN #102-105 SCALE: NTS 2'-6" SCALE 1 DETAIL SIGN #117 SCALE: NTS c rte, 2'-0" WARNING CONFINED SPACE Entrants must comply with confined space entry requirements for access to all vaults, sumps and manholes. DETAIL SIGN #106-113 SCALE: NTS 2'-6" SCALE 3 DETAIL SIGN #118 SCALE: NTS 2'-6" Return to 1-5 u ain DETAIL SIGN #96 SCALE: NTS CODECOMp APPROVED AUG 2 0 2010 CBUILD of NGDIVISION BUILDING Dom 1(01 r 2-6" SCALE 4 DETAIL SIGN #119 SCALE: NTS OTYRMI.A JuN' 1 'i 2010 PERMIT CENTER King County Department of Natural Resources and Parks Solid Waste Division ii'v'fl IE EK An SAIC Company 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 _�_ Dev.GneR, J. Engelhardt; Designer 4810 Wildlife Acres Ln. Sedro-Woolley, WA 98284-7827 360.724.3307 thehardt@wavecable.com BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SIGNAGE LAYOUT DETAILS PROJECT NUMBER: C00405C09 SHT. 148 OF: 619 DRAWING NUMBER: C160 1-800-424-5555 A-16 'MOMENT FRAME FOOTING • • • \. \ 19 -UNE WALL FOOTING • \•� \ \ 19—UNE\ WALL 0-17 MOMENT FRAME FOOTING \ \ 6" RAISED SIDEWALK SEE DETAIL S014 • \ \ \ P-18 MOMENT FRAME FOOTING \ \ o• \ \ 1 6' RAISED SIDEWALK SEE DETAIL S014 1'..Z: • 1'77 1/2». CO iYPICALSED;::SDEwi •'AT ROLL—UP ,DOORS SCALE 3/B» - :11—r 4 4400, fVENI:Y:SP/LCED . . j5012 DWLOCIR FLPOR EL VARIES: 275:54TO, 275:90 r. -3 1/4» L 3'— SECTION STD HK, . ALTERNATE HK DIRECTON SCALE 3/4'=1'-0» NPA LOADING DOCK SOUTH RETAINING WALL, SEE S140 NPA LOADING DOCK NORTH APPROACH RETAINING WALL, SEE S140—\\ P—UNE WALL SEE 5135 COLORED CONCRETE TOPPING `0+ * •♦ TIPPING WALL, x` SEE S138 • • \\ / / / / / NORTH TIPPING WALL SEE S138 \ \ CURB BREAK. TYP \ \ • \\ • • \• i DETAIL SCALE: 1/8» = 1'-0' 45144 N. egit M DESIGNED VERIFY SCALE BAR IS ONE INCH ON ANSI "d' DRAWING A 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CH ICD APP'D REVISION DESCRIPTION 1' X- 20—LINE WALL i % SEE S135 —Y 7 TREAD.SO11 ~= . S'-5" 17 6 , RAISED SIDEWALK: SEE : DETAIL DWG. S014 8 18'—'0' . r 1 EL 270.41 I 1 71 : EL: 270:41', 1 1 + EL 270.41. 1 EL 270.41+ r 1- M-17 MOMENT FRAME • FOO1,NG St-1tIE WALL -� I THIC>�ENED SLAB : E—..-• M—t NE WAIL r L yyJ -DISCHARGE PIPE 4 e v • . .4 •• b. O 4 • 4 4 A. 4• • 4 a 4Q SECTION BUILDING STAIR »E" SCALE: 1/2»=1'-0' King Courrty Department of Natural Resources and Parks Solid Waste Division 7/J bog%r Ro( TIRE WASH/RAIN WATER VAULT L 1 REVIEWED FOR DETAIL CODAQE COMPLIANCEDROVED sod": 1/8• Auu 2 0 2010 City of Tukwila BUILDING DIVISION ,'-o' EL 276.43 II #5012 15012 = 1'-0" 4. 4 4 4 •. 4 r. :. 1 1 1 1 • •44 • .4 4 4. a 4 4 e 4 4 V 4 • 4 4 ..1 1 1 -15012. • / r 7 -4 .I 0 cg �. N 254) cn Lai �La-I nz0- =o L— #5012 1/8"=c-0" • Scale J SECTION BUILDING STAIR »E» SCALE 1/2"=1'—O" By: Date. R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 5 M-18 MOMENT FRAME FOOTING 0 5 10 15 20 — — — v MMSMSM 0 318 =1'-0' 1 1/2'=1'-0»P 0 Feet 4 5 6 7 NEW, wwwmw ..� ISE rev Scale 1 . 0 1 4 Feet 5 .v® ftWAIMMS .Scale EVIEVVED 1 A Consultants, PS 3/4'=1'-0f 1 Feet 3 WNW W IlWaSIMIES I Scale Feet BOW LAKE RECYCUNG AND TRANSFER .STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING TIPPING AND RECEIVING LEVELS FLOOR PLAN DETAILS PROJECT NUMBER: C00405C09 SIT. . OF: • 164 615 ORNMING NUMBER: S109 1 -R(10 -424 -SASS 0 Q W rx 0 Liu co 0 co J U z U z 0 U Ce 0 a z I-- W 0 U 0 w c A lir W a a ., a .44 '- °4 4 4 . • J SECTION BUILDING STAIR »E» SCALE 1/2"=1'—O" By: Date. R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 5 M-18 MOMENT FRAME FOOTING 0 5 10 15 20 — — — v MMSMSM 0 318 =1'-0' 1 1/2'=1'-0»P 0 Feet 4 5 6 7 NEW, wwwmw ..� ISE rev Scale 1 . 0 1 4 Feet 5 .v® ftWAIMMS .Scale EVIEVVED 1 A Consultants, PS 3/4'=1'-0f 1 Feet 3 WNW W IlWaSIMIES I Scale Feet BOW LAKE RECYCUNG AND TRANSFER .STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING TIPPING AND RECEIVING LEVELS FLOOR PLAN DETAILS PROJECT NUMBER: C00405C09 SIT. . OF: • 164 615 ORNMING NUMBER: S109 1 -R(10 -424 -SASS 0 Q W rx 0 Liu co 0 co J U z U z 0 U Ce 0 a z I-- W 0 U 0 w c A injL S 116 -Com #6012: OWL 38't LAP. a • • '09 • #6012 :OWL 38" IAP -WS EL 247.28 a ID • a •e B SECTION WALL SECTION D SCALE: 3/8"=1'-O" DESIGNED RML DRAWN RLM VERIFY. SCALE BAR IS ONE INCH ON ANSI "D• DRAWING 0 . is -:19012 HORZ. j8,12.:VERT:- HK: TOP .OR. USE CORNER :BAR .•. 46012 DWL 3137. LAP v 0 e V a • eq V 6012 VERT X12 DWL • C)aa 3IAP WS EL 247.48 • • a 7 • SECTION WALL SECTION E SCALE: 3/8"=1'-0" -16012 :EW s O ry CC —J R to, q, CTJS1 e Mi. l/V`VV -"\�/ /X /, /\,1: -METHANE : W00% SYSTEM EL VARIES • • #6012 DWI 38' LAP WS q 9 Q v• : 18012.DWL, 62" LAP •9 . O ' • • a r O N 5012 EW, SECTION WALL SECTION F SCALE: 3/8"=1'-0" COMPACTOR .BAY APPROACH SLAB HMA 4- ` . s ea ec 0=ate=i=S I I=BSI=O P==p:0=�o1=O: SECTION SCALE: 3/8"=1'-0• 41CSTC: Nx 1'—",:WALL EL 28/25 /M12 VERT 17 13'_Q! .: . DWL�c57' asap RLECEIVING FLOOR SLAB. EL 268.5 (mom) • a r 1 r• X601.2 :;VERT: 16012 HORZ EF 46012 VERT 49012 .-VERT 49'.70"'LAP ' • 6®t2 : DWL 367... LAP • 9 • • 9 a .b o. 9 . • 9 • SECTION WALL SECTION •G SCALE 3/8'=1'-0" EL VARIES ELVARIES 6 STD ..HteTOP 4 1'-0" WALL 1'-6" WALL 16012' DWL 38" LAP 9 r SECTION TYPICAL 12', 18" WALL SCALE: 3/8"= l'—O REVIEWED FOR CODE COMPLIANCE APPROVED Aub 2 0 2010 City of Tukwila BUILDING DIVISION REVIEWED CWA Consultants, PS EL VARIES "a. v if5012 VERT® CTR: 1 • 5i 12.:MORI, #5®12: DWL 32 :LAP . . 9 • PP Q V 9 .q 9 9 v tau..., • • C EL VARIES SECTION TYPICAL 8" WALL SCALE: 3/8"=1'-0' GENERAL NOTES 1. HYDROPHILIC WATERSTOP (WS) SHALL BE PLACED IN ALL CJ'S BELOW EL 260. poi Uof By: Date: 3/8'=1'-0 1 .0 1 6. 7 e •..e grow •••e•• MIMOM Sala glaa Scale Feet IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 981541004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING COMPACTOR BAY WALL SECTIONS PROJECT P U R ER: C00405C09 SHT. OF: - • • 171 615: I DIMMING . NUMBER: S116 ;c PPP/MI-TR - f'_f1NSTR COMPACTOR BAY WALL PUSH WALL :6x27'-7", 1011-9* R 16x30'-9", 100'-3" .R BEAM :'1? SKIN . REINF .: BEAM . D. TOP REINF BEAM 'E EL 272.25 RECEIVING - FLOOR BEHIND BEAM D PUSHWALL ;BEAM . A s ALEy. 8x33'--2 5#9x31'-� 5119x31' HK ONE PUSH WALL BEAM A #6 CORNER BAR BEAM E BELOW BEAM E SKIN REINF BEAM F SKIN REINF F r - BEAME 16x21'-10" #6x21-5* BEAM BEAM F 16 CORNER BAR -\-BEAM F BELOW (6x26' -l0 j6x24'-4 r �y 5fl9x24'-4' PUSH WALL BEAM B BEAM G SKIN REINF PLAN PUSH' WALL BEAMS/WALL BOTTOM REINFORCING SCALE: 3/16"=1'-O» PI.i. � BEAU G COMPACTOR BAY REINF PUSH WALL BEAMS/WALL BASIC REINFORCING PLAN SCALE: 3/16"=1'-0" BEAM E TOP REINF BEAM F TOP REINF CORNER BAR 59x29'--7" BEAM G TOP REINF PLAN PUSH .WALL BEAMS/WALL TOP REINFORCING SCALE .3/16"=1'-0" SECTION PUSH WALL BEAM B SCALE: 1/4"=1,-O. SOUTH PUSH WALL SEE 5137 RECEIVING FLOOR SLAB 1906 & 16012 (OBLIQUE) 519 2* -0" TSO FLOOR SLAB Q. • SECTION PUSH WAL S A AND B SCALE: . 1/2'=1,--0" EL 272.25 C REVI NELiFSR ECOMPLIANCE APPROVED AU6 2 0 201U City ofTukwila BUILDING /6012 T -DIVISION 1801.2 .& (OBLIQUE) #4 STIRRUP 519 EL VARIES 0 3/16"=1'-0" REVIEWED CWA Consultants, PS 1/4"=1'—o" By: Date: 112"=1'-0" 2 0 2 4 6 8 10 12 14 Scale Feet 2 0 .2 4 6 8 10 NS 1111111111111•11111.11111111 Scale Feet 1 0 1 .2 3 4 5 Scale Feet DESIGNED RML DRAWN 4 411111111111111111 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 011111111111111.11111111111* A REV 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS DATE CHK'D APP'S REVISION DESCRIPTION King county Department of Natural Resources and Parks Said Wast� Division R.W. Beck, Inc. 1 001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING BEAM ELEVATIONS PROJECT Nn C00405C09 sir. OF: 180 615 DRAWING NUMBER: S125 C LL 2 c C 2 a 1- c Z a -§" u_ arao c LU tl•3 1 PEDESTAL M -LINE WALL DWLS SEE 51357 s EL 273.75 #6012 EW 4 d 4 4 4 4 4 4 4d 4 a s zl QE 4r M a SECTION IA -12-16 FOOTINGS SCALE 3/8" = 1'-0" EXTRA SET TIES 0 5' DEPTH #11 DWL #8012 4 4 & • 44 . . . - 4 4 a 4 4 4 4 d • #806 #408 TIES 111 DWL 4 4 4 4 d 4 4 4 6012 DWL FOR M -LINE WALL FOOTING, SEE S136 d A -- 4 SECTION SCALE 3/8" = 1'-0" D S129 #806 #8012 DESIGNED RIAL DRAWN RUM VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 r 1" B A 1/8/10 IKS 11/17/09 EL 262.75 EL 273.75 PEDESTAL -\ M -LINE WALL DWLS SEE S135 -i #6012 EW 4 l} 4 4 4 4 4 4 EXTRA SET TIES 0 5' DEPTH #11 DWL 18012 SECTION M-17 FOOTING SCALE: 3/8' = 1'-0" • - - - id - 0 ;0 • a I- � C - 4 d' a n d L a 4 4 4 • 4 4 d • 4 a d - -C! Mal 4 • - - --A 19 vp SECTION #906 SCALE: 3/8" = 1'-0" #408 CLOSED TIES #408 2" CLR. TYP DWL FOR M -UNE WALL FOOTING. SEE S136 #8012 CROSSTIE, 1YP ANCHOR BOLTS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION #4, TYP OF 4 35" 8#11 TYP 2 SIDES SECTION SCALE: 3/4' = 1'-0' RESPONSE TO CffY OF TUKWILA CORRECTION LETTER 11 ISSUED FOR FINAL INTER --DISCIPLINARY REVIEW REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 35* O t+7 EL 262.75 PEDESTAL M -UNE WALL DWLS SEE 5135 - - 4 4 4 4 4 EL 273.75 d 4 d REVIEWED FOR CODE COMPLIANCE APPROVED Auu 2 0 2010 batiL I67( City of Tukwila BUILDING DIVISION SECTION M-18 FOOTING SCALE: 3/8' = 1'-0" EXTRA SET 11ES05" DEPTH • 74 • .q . 4 4 4 • 1 • #906 GENERAL NOTES 1. SEE S214 FOR MOMENT FRAMES ANCHOR BOLTS EMBEDDED IN PEDESTALS. AVOID CONFUCT WITH ANCHOR BOLTS WHEN DETAIUNG REINFORCEMENT. #6012 EW, T&B 4 V#8012 - #408 TES 111 DWL 4 4 4 /6012 EW, T&B - - - • u - d 4 4 d 4 d 4 4 4 4 4 0 M DWL FOR M -UNE WALL FOOTING, SEE S136 SECTION #906 SCALE 3/8" = 1'-O" 18012 0 An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 0 1 0 1 2 EL 262.75 5 6 7 Scale 1 ultants, S�ae 0 1 2 Feet 3 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING MAIN FRAME FOOTINGS Feet PROJECT NUMBER: C00405C09 SRL DIF: 190 619 DRAWING NUI+ieEIL S131 z c Li. V � Z C u c LL 1— c 2 1 cc C W a. a LL 0 0 co • •',1< 0 ;0 a ac 4 6 Q 4 III • 4 4 d • • 4� .41111111111111 d '7— e • 4WIl.ei Mal 4 • a, #4, TYP OF 4 35" 8#11 TYP 2 SIDES SECTION SCALE: 3/4' = 1'-0' RESPONSE TO CffY OF TUKWILA CORRECTION LETTER 11 ISSUED FOR FINAL INTER --DISCIPLINARY REVIEW REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 35* O t+7 EL 262.75 PEDESTAL M -UNE WALL DWLS SEE 5135 - - 4 4 4 4 4 EL 273.75 d 4 d REVIEWED FOR CODE COMPLIANCE APPROVED Auu 2 0 2010 batiL I67( City of Tukwila BUILDING DIVISION SECTION M-18 FOOTING SCALE: 3/8' = 1'-0" EXTRA SET 11ES05" DEPTH • 74 • .q . 4 4 4 • 1 • #906 GENERAL NOTES 1. SEE S214 FOR MOMENT FRAMES ANCHOR BOLTS EMBEDDED IN PEDESTALS. AVOID CONFUCT WITH ANCHOR BOLTS WHEN DETAIUNG REINFORCEMENT. #6012 EW, T&B 4 V#8012 - #408 TES 111 DWL 4 4 4 /6012 EW, T&B - - - • u - d 4 4 d 4 d 4 4 4 4 4 0 M DWL FOR M -UNE WALL FOOTING, SEE S136 SECTION #906 SCALE 3/8" = 1'-O" 18012 0 An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 0 1 0 1 2 EL 262.75 5 6 7 Scale 1 ultants, S�ae 0 1 2 Feet 3 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING MAIN FRAME FOOTINGS Feet PROJECT NUMBER: C00405C09 SRL DIF: 190 619 DRAWING NUI+ieEIL S131 z c Li. V � Z C u c LL 1— c 2 1 cc C W a. a LL 0 0 co • . • 11 I 3 • • 33 • 1/ : I 33 I 1 4. .3 : t 1 I 3. 1: I ; a 1 a : ' I 1 2 2 1 i I 3 i 1333 83 1 a • 2 1 3. 16'—Q 21 —0" a,•••••••••,A.,• • .3 3. 3,,3333313,!3, 3.!,..*.* 3 • r• t. 13: .... •••• orkoribb •••••••••••• 31 18' —0" 1 • . • .. • . 1144, v. ...O. ....... . .4- • 44,st...,••••• • • 41,4.k ••,4 4. .••• •- Y-.4 - • tr-0" 4133 1,3 —0* I 4. 33 38 38 t 3 3. 1 1 800S182-68 024* OC' EDGE OF ROOF —4 wall 01,‘.11.‘.10 01.,1....NWCIAVVis'101,110.04.110,."111,C TOS p o r .p.m.r.••••,1•4 • • . . •••••••-. •••• r -•••• R•••,••• ...... • . ........ 0•333.3.1..33.33. 0 600S162-54 024 TYP AT PENTHOUSE TOS EL (3121-1) DECKING PER • LAti 1111 , „O• 4••: ••••• ... • • ... 4 taii•••*:•*••••4 •Lassia••••• q • . •41,#1.1 . • . • . ••.k c.,,,,,•••1•,•••••••••••••. ••• • 4 12.-5 3/8. * 2 I I 3 2 1 / a / 2 / iLl I I i 2 2 3 3 18 2 2 ! I • I s I 1 .44 • a I ! I I a 2 I 3 I .:- 48 . ....... .4.. ..... • •••••• • "":=1::` . • • •r• .. • . • wirmientoomei . • .... . . • • a • • ••. 1 2 5250 E a I I 4 2 41147..11,111,11,,...1.•*•1•• • I. ••••• .•• . . t......••••••••••••• •••• . •••••. • 1/08/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 12/23/00 A 7/31/09. RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR CITY OF TUKWIIA PERMITS REV DATE CHK'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 171-0" 1 • z f'"•••• 111,1 M LA ngineenng, plIC 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 • By: Date: PLAN NOTES: 1. 1" TYPE B METAL DECKING PER 3/S246. 2. SEE ARCH FOR AES REQUIREMENTS. * COORDINATE WITH PANEL SIZES/ DECK FLUTES. LEGEND: BRACED FRAME / SPAN DIRECTION ROOF BEAM SHEARWALL HOLDDOWN LOCATION SEE 4/S315 SWx SHEARWALL TYPE, SEE 3/S314 e=== SHEARWALL REVIEINED-oR CODECOMPLIA APPRovDNCEE AIM 2 0 2010 Cilyof Tukwila PPlVISION REVIEWED CWA Consultants, PS ROOF FRAMING PLAN PENTHOUSE TSO BUILDING SCALE: 1/8* = 1 —ON 5 0 5 10 15 20 Seale Feet BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING PENTHOUSE ROOF AND MECHANICAL PLAN Paokilstr Kamm C00405C09 619 ORA ONO NUMBER: S2O7 • 2 63)- 1 18 • EAST:WALL ..FRAPAING ELEVATION GRID•:14 TRANSFER .13UILDING SCALE: 1/16» = A SLOPED -MOMENT FRAME BEAMS OMMENTTRAM( COLUMNS NOT SHOWN THIS VIEW) 064 EL. PER ARCH. S T.O.C. EAST WALL CLADDING FRAMING - TYP. BAY S201 36'-0» . TYP. EA. BAY FROM GRIDS 11 TO 18 12* -0» 12'-0» 12'-O" GRID IA TRANSFER BUILDING SCALE: 1/4» = SIDING PER ARCH. CNI RAV/N S. HESS HSS 5x4x1/4 (BEYOND) HSS 4x4x1/4 (FRONT) 4. TYP. 0 GIRTS 1 HSS 4x2 -1/2x1/4 j GIRT, TYP 2-1/2», TYP UON g • • • I s• 7; ' • 4 . .• • " • VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" p. . S" • • . • --4 A 7/31/09 ISSUED FOR art OF TUKWILA PERMITS REV DATE • CHWD APP'D REVISION DESCRIPTION WF BEAM PER ROOF PLAN (HSS 10.0 N.S. NOT SHOWN) TOS TOS 5;t TOS CONCRETE WAIL r /a" 16 1 4 :13 ••(12 WEST V'VALL FRAMING ELEVATION GRID A TRANSFER BUILDING SCALE: 1/16» = 11-0» SLOPED. MOMENT FRAME BEAMS (MOMENT FRAME .COLUMNS• NOT. SHOWN THIS V1EW) King County Department of Natural Resources and Parks Solid Waste Division Is EL. PER ARCH. 60 T.O.C. FROM :GRIDS 11.TO 16 --REVIEWED FOR CODE COMPLIANCE APPROVED. Aua 2 0 2010 City ot Tukwila BUILDING DIVISION 12'-0» 12'-0" 12* -D" AT HSS to. WF BEAM PER ROOF RAN {HSS 10.0 • DRAG STRUT N.S. NOT SHOWN • FOR CLARITY) TYP 0 GIRTS HSS 4x2-1/211/4 TYF' $. 2-1/2% f • TYP DON • TOS TOS s TOS AT. .HSS WEST WALL CLADDING FRAMING • TYP. BAY GRID A •TRANSFER BUILDING SCALE 1/4» = MUUflU Engineering pc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.2642727 206.2644835 • REVIEWED CWA Consultants, PS g; ate: CONCRETE WALL bog -1W • BOW LAKE RECYCLING AND TRANSFER STATION •SITE FACILMES CONTRACT TRANSFER BUILDING • EAST Sc WEST WALL FRAMING ELEVATIONS PRookr NUMBER: C00405C09 SHT. OF: 214 • 615 DRAWING NUM8Ilit •S208 LC) LC) LC) LC) 4 "1- c) gra 0 a 0 0 LL co 0) •0 co -yr _J z z 0 ce 0 LL z ca re a. 0 w 0) co AbiLT/0 STI AT GRID 309'-10" 1944-0- 9S-0 GIRDER 1A GIRDER 18 r 101-0 GIRDER 2C GIRDER 2B GIRDER 2A 57'-0" 57-6" 53'-0" 30'-6" / FIELD SPLICE LOCATIONS STL .k ``325'-4' 12 12 MOMENT FRAME ELEV. GRID 17 TRANSFER BUILDING SCALE: 1/16"=1. -ON T/0 CONC PEDESTAL AI 273'-9" 158'-0" 5'-0 41/0 CONC PEDESTAL ` 277-4" GIRDER 1A GIRDER 1B GIRD. 2C GIRDER 2A 57-0" 57-6 47-6' FIELD SPLICE LOCATIONS 5`-0" U T/0 CONC PEDESTAL -� 273'-9" 4' MOMENT FRAME ELEV. B GRID 18 TRANSFER BUILDING SCALE: 1/16"=1' -0" 5203 1.41:1:tegal:tllI O'1211.1f (IUill11101g1s idiagliti a w TLO CONC • ST/0 CONC PEDESTAL 277'-4' 04 -J0 U REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 0 2010 City of Tukwila BUILDING DIVISION * SEE TRANSFER BUILDING MOMENT FRAME NOTES ON 5210 By: Date! No'- icat REVIEWED CWA Consultants, PS DESIGNED P4. LEONARD t-. tele -to VERIFY SCALE BAR IS ONE INCH ON ANSI b" DRAWING 0 iiimme1" c B 1/08/10 12/23/09 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LtI ttR #1 A 7/31/09 ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'() REVISION DESCRIPTION 1W King County Department of Natural Resources and Parks Solid Waste Division MLA amme— Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACIUTIES CONTRACT TRANSFER BUILDING MOMENT FRAME ELEVATIONS PROwECt NUMBER: C0040SC09 SKr. 221 619 DRAWING NUMBER S211 1-800-424-5555 0 0 rt 0 w CO CO 0 'd' J d 0 z 0 0 z 0 0 re 0 0 z 1 F— w 0 E -- LL 0 CI LU Cn bf N -o bf .4, MEMBER ID d1 d2 bf , tf tw WELD SPACING 5 COLUMN 1 36 72 24 2 1.25 CONTINUOUS COLUMN 2 36 54 24 2 1,25 CONTINUOUS GIRDER IA NOTE 2 72 " 24 2 1.25 4-12 GIRDER 1B .36 NOTE 2 18 1.75 1 3-12 GIRDER 2A NOTE 2 54 24 2 1.25 4-12 GIRDER 28 NOTE 2 NOTE 2 18 1.875 1 3-12 GIRDER 2C 36 NOTE 2 18 135 1 3-12 NOTES: 1. ALL UNITS ARE IN INCHES. 2. AT INTERMEDIATE SPLICES, GIRDER DEPTH SHALL BE AS REQUIRED FOR UNIFORM TAPER FROM SAVE TO RIDGE. 3. SEE MOMENT FRAME ELEVATIONS FOR LOCATIONS OF MEMBERS. 4. SEE 3/5214, 3/5215, 1/S216 AND 3/S217 FOR ADDITIONAL INFORMATION. 5. PROVIDE CUNT WELD OF LENGTH "d" AT EACH END OF MEMBER. 6. PROVIDE SEAL WELD BETWEEN STITCH WELDS. 7. SEE ARCH FOR AES REQUIREMENTS. I / �' ✓ ✓ I ✓ t ✓ ✓ l .' t MOMENT FRAME MEMBER SIZES TRANSFER BUILDING SCALE: NTS S211 tbf (1/2" MIN) 3tbf R=3/8" MIN 3tbf R=3/8" MIN tbf (1/2" MIN) jj, a a., tbf = WF FLANGE THICKNESS * NOTE: WELD ACCESS HOLES SHALL BE FREE OF NOTCHES SHARP REENTRANT CORNERS. WELD ACCESS HOLE DETAIL 5 TRANSFER BUILDING SCALE: 3/4"=1'-O' 5216 S248 5316 tbf MIN: 3/4" MAX: 1-5/8" AND GIRDERS PER MOMENT FRAME ELEVATIONS �. ft FLANGEGWIDDTTH1-74 DCW CJP w 0 NOTES:, 1. REFER TO MOMENT FRAME ELEVATIONS AND 1/S215 FOR DIMENSION d1. DETAIL TRANSFER BUILDING SCALE: 3/4"=1'-0" 1) W 0 CC C7 WIDER GIRDER 5211 NARROWER GIRDER 2-1/2 �11 DETAIL TRANSFER BUILDING SCALE: 3/4"=1'-0" —I1 2-1/2 PLAN VIEW DESIGNED 11. LEONARD VERIFY SCALE BAR IS ONE INCH ON A ANSI "0" DRAWING � 6 1/08/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 12/23/09 RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 7/31/09 ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION i CONN SYM ABOUT DCW 5 16\ CJP REMOVE BACKING BACK GOUGE CONN SYM I ABOUT i • GIRDER TOP FLANGE WELD ACCESS HOLE PER 5/S215 D 5/16 f\ CJ CW P REMOVE BACKING BACK GOUGE DETAIL TRANSFER BUILDING SCALE: 1-1/2"=1'-0" ta King County Department of Natural Resources and Parks Solid Waste Division 00 PO 5211 WELD ACCESS HOLE PER 5/5215 GIRDER BOTTOM FLANGE WEIR FILLER MATERIAL: 1. WELDS USED IN MEMBERS AND CONNECTIONS IN THE BRACED FRAMES AND MOMENT FRAMES SHALL COMPLY WITH REQUIREMENTS OF AISC 341, SECTION 7.3. UNLESS DESIGNATED AS DEMAND CRITICAL, WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT PRODUCES WELDS HAVING A MINIMUM CHARPY V --NOTCH TOUGHNESS OF 20 FT -LBS AT IT F. DEMAND CRITICAL WELDS, DESIGNATED "DCW" IN THE WELD SYMBOL TAIL, SHALL BE MADE WITH A FILLER MATERIAL THAT PRODUCES WELDS HAVING A MINIMUM CHARPY V -NOTCH TOUGHNESS OF 20 FT -LBS AT -20' F AND 40 FT -LBS AT 20' F. SEE AWS SPECIFICATIONS FOR FILLER MATERIAL REQUIREMENTS. WELDING INSPECTION: 1. ALL WELDS SHALL BE VISUALLY INSPECTED. 2. IN ADDITION TO VISUAL INSPECTION, COMPLETE JOINT PENETRATION WELDS IN THE TRANSFER BUILDING MOMENT FRAMES SHALL BE TESTED ACCORDING TO ONE OR MORE OF THE FOLLOWING INSPECTION METHODS: 0. RADIOGRAPHIC b. ULTRASONIC c. LIQUID PENETRANT d. MAGNETIC PARTICLE 3. SEE ARCH FOR AES REQUIREMENTS. ICODECEOMEp FOR APPROVED AUG 2 0 2010 City of Tukwila SI ---LANG DIVISION REVIEWED CWA Consultants, PS By: Date: bo'ituaf MLA Engineering, pllc 1424 Fourth Ave, Suiie 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACIIJTIES CONTRACT TRANSFER BUILDING MOMENT FRAME DETAILS PROJECT NUMBER: C00405C09 Siff. OF: 225 619 DRAWING NUMBER: S215 1-840-424-5555 CALL 48 HOURS BEFORE YOU DIC z 0 F- 0 cc 1— z 0 U 0 I.L. 1- 0 1 C1) 1— w 0 J 0 U 0 BF -1 BRACED FRAME DETAIL GRID A TRANSFER BUILDING SCALE: 1"=14-0" too 1/2 N 18" COLUMN igx12x30 COLUMN PER ELEVATION -\ SLOPED STIFFENER 1/2x4 MIMS P 25" MIN 1" RADIUS /-- FITTED CAP HSS10 BEAM PER ELEVATION 8 1'-0" TYP MELD UNE, TYP CLOSURE R 1/4 DCW 3 17 GUSSET R 1i 1/4< 0cw COVER t I -ISS 10.75 x 0.375 x 2'-6" QUARTER ROUND BRACE PER ELEVATION 5/16 DCW 18" AAMMEJImiladi w z 1ixi2x30 `" COLUMN PER ELEVATION BF -2 BRACED FRAME DETAIL GRID M TRANSFER BUILDING SCALE: 1 "=1'-O" 1 TYP \ 900 ,ei FOR CALLOUTS IN COMMON REFER TO 1/5220 L 18" MIN YIELD UNE, TYP HSS1O BEAM PER ELEVATION BRACE PER ELEVATION 1/2 DCW COLUMN PER ELEVATION \ SLOPED STIFFENER It 1/2x4 14 DC 12 5/1 3/8 L 90' 1/2 WP BF -1 BRACED FRAME DETAIL GRID A TRANSFER BUILDING SCALE: 1"=1I -O" COLUMN PER ELEVATION 33" MIN COLUMN 04 2 1 9/16 1 BRACE PER ELEVATION COVER Q HSS 10.75 x0.375x2'-6" QUARTER ROUND GUSSET R ] CLOSURE f' 1/4 R=1 * ANCHOR BOLTS NOT SHOWN FOR CLARITY, SEE STRUCTURAL NOTES FOR CALLOUTS IN COMMON REFER TO 2/5220 NON -SHRINK GROUT PER 3/5214 BF -2 BRACED FRAME DETAIL GRID M TRANSFER��BUILDING SCALE: 1"=11-0" 26" MIN BRACE PER ELEVATION * ANCHOR BOLTS NOT SHOWN FOR CLARITY, SEE STRUCTURAL NOTES B FOR CALLOUTS IN COMMON REFER TO 1/S220 BRACE PER ELEVATION GUSSET PLATE BRACE COVER PLATE bo9 L&( BRACED FRAME DETAIL TRANSFER BUILDING SCALE: 1"=1I -O" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 0 2010 City of Tukwila BUILDING DIVISION Q BRACE AND GUSSET PLATE By: is : BRACE AND COVER PLATE REVIEWED CWA Consultants, PS TYP SECTION AT BRACE TRANSFER BUILDING SCALE: 1-1/2"=1'-0" 00 304133 M. LEONARD paw S. HESS Lettbei VERIFY SCALE BAR IS ONE INCH ON _ ANSI 0" DRAWING 5 1/08/10 12/23/09 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LSI tt.R #1 A 7/31/09 ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'U APP.0 REVISION DESCRIPTION 4141 King County Department of Natural Resources and Parks Solid Waste Division M L A Engineering, pllc 1424 Fourth Ave, Sine 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACIUTIES CONTRACT TRANSFER BUILDING BRACED FRAME DETAILS PROJECT NUUBER: C00405C09 SW. OF: 230 619 DRAWING NUMBER: S220 I� 04 6. 0 0 >- 0 iL w CO 0 0 CO d' J z 0 0 Ct V) 0 0 0 0- 0 z 1 CD w CL J F -- O V 0 3 ti 7 cc 1 W30 BEAM SLOPE 16'--0 TO GRID 6 LH36 JOIST - METAL ROOF DECKING STIFFo Q 15-7/8" NS d-tl'P/2x GUSSET R 1, TYP R-2'-0" COLUMN PER ELEVATION W30 BEAM SLOPE 11-136 JOIST METAL ROOF DECKING • 1 COLUMN PER ELEVATION: GUSSET t 1 COLUMN PER ELEVATION COLUMN PER ELEVATION 1 tiat a CLOSURE t 1/4 TYP T&B WITH 1/8" FILLET SEAL WELD STIFF R 1/2x5-7/8" NS do FS, TYP COLUMN BASE DETAIL TSO BUILDING SCALE: 3/4" = 1'-0" beScaszo M. LEONARD S. HESS • 1 •+,, •. 8" .1•'-4 i_4"'. 2" NON -SHRINK GROUT it TOC, a. I. 0 ' a• 0,, -4BASE Q• 1x6'-2" x11-2" WITH - ed. {1`2) 3/4'4 AB 0 8" OC, EMBED 12" MIN 8" 8" • \. FOR CALLOUTS IN COMMON.. REFER TO 1/S228 tiFFARCH FOR AES REQUIREMENTS L• 17,--t VERIFY SCALE BAR 15 ONE INCH ON ANSI "0" DRAWING 0 r 1• A. REV 1/08/10 12/23/09 7/31/09 DATE MODIFICATIONS SUBSEQUENT TO PERMIT APPUCATUON RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 CHK'D APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION W30 BEAM SLOPE 1.6'--0" TO GRID 6 LH36 JOIST METAL ROOF DECKING • • TSO BUILDING SCALE: 3/4" = 1.'-0 12 2 ELEVATION FOR CALLOUTS IN COMMON REFER TO 1/S228 TOC 276'-3" 32'0 CONCRETE ENCASEMENT W10 COLUMN t PLAN VIEW REINF WITH :j4 TIES 0 8" OC AND(8) 6 VERT EQ SPACED - DRILL AND EPDXY GROUT VERTS 6" INTO SOG ' ELEV CONC ENCASEMENT AT W10 COLUMN 5 TSO BUILDING SCALE: 3/4" = 1:'-0" bpi King County Department of Natural Resources and Parks Solid Waste Division $204 SLA Engineering, pllc 1424 Fourth Ave, Suite.815 Seattle. Washington 98101 206.264.2727 206264.4835 • • _ y `` i ., Y. j......_........_ �.....,_T.; h., -7- - • is • r.r' r NS 41, 1Mr • y FAN COLUMN ELEVATIONA 5204 TSO BUILDING SCALE: 1/8" = 1'-0" REVIEWED FOR CODECOMPLIANCE APPROVED AUG 2 0 2010 City Of Tukwila BUILDING DIVISION COLUMN AND GUSSET PLATE boq%_ GUSSET PLATE HSS. COLUMN REVIEWED r• tem reine ,,ta...,a BOW LAKE RECYCLING AND TRANWE . N `U30405C09 PROJECT NUMBER: SITE FACILITIES CONTRACT TSO BUILDING FAN COLUMN ELEVATIONS AND DETAILS SHT. OF: 238 619 DRAWING NUMBER: S228 1-800-424-5555 0 0 >- W ct 0 LU co I 0 Z co wcrJ Q 0 z 1— CO 0 V 0 LL 0 Z co Lii 0 1 Q Q co METAL ROOF DECKING - SLOPE (REVERSE SLOPE DIRECTION AT SIM) BENT Q' 3/16—k W BEAM L2x2x 1 /4x0'-6" 0 4'-0" 1/4 1/4/\ 3/16 2-12 3/161/2-12 TOS ELEV. BENT R 1/2 r TO PARAPET ALL SEE A138 METAL ROOF DECKING LH 36 OWJ TOP CHORD EXTENSION METAL DECK SUPPORT CONN PER 2/5248 1 It 1/4 CHORD EXTENSION W30 BEAM DETAIL SCALE: 1" = 1'-0" METAL ROOF DECKING DETAIL DOUBLE SHEAR TAB CONN PER 3/S243 W27 BEAM (DRAG STRUT) S262 0 0 SCALE. 1" = 1'-0" 1/4" 1/4N4 1/417 4 // // LT GA STUD WITH (2) #12 TO L4x4 CONT BLOCKING WITH (1) #12 0 6" OC TO L4x4 TOS ELEV VARIES ONT L4x4x3/8 CONT BENT It 3/8 r/e-lCONT BLOCKING g 12 +� 6" OC // r3/16N2-12 3/1w-2-12 TOS ELEV �-- W10 COLUMN CONCRETE SLAB 1/2"0 DBA x 2'-O" LONG 0 TSO LEVEL TOS ELEV. W16 BEAM SCALE: 1-1/2" = 1'-0" METAL ROOF DECKING PER ARCH 1'-0" MAX 3/161\2-12 3/16 V2-12 METAL ROOF DECKING W BEAM TOS ELEV VARIES TO PARAPET ALL SEE A138 W24 BEAM 3/16 4 DETAIL ANGLE BRACE L4x4x 5/16 0 6' OC ONT BLOCKING WITH /12 0 6" OC TOS ELEV. 3/16 R 5x5x5/16 EACH LH 36 OWJ END OF BRACE CEILING PER ARCH SCALE; 1" = 1'-0" CONCRETE SLAB LT GA STUD WALL TSO LEVEL • W BEAM DETAIL SCALE: 1-1/2" = 1'-0" TOS ELEV a hi CONCRETE PUSH WALL WHERE OCCURS /1 ONT L3x3x1/4 3 16 2-12 3/16 r2-12 CONT L3x3x1/4 CONT BLKG WITH X12®6"OC ALT GA STUD WALL FOR CALLOUTS IN COMMON REFER TO 3/S245 B/ PARAPET PER ARCH CONCRETE SLAB ARCH SIDING METAL ROOF DECKING DETAIL BENT Ft 3/8x8x13 AT COLUMN SCALE: 1-1/2" = 1'-0" • T50 ROOF CONCRETE SLAB 7/8"0 WELDED THREADED STUD, NS&FS WALL COLUMN PER ELEV B/S209 - SEE 6/S245 W27 BEAM PER PLAN 5209 i PER PLAN, WBEAM PER PLAN TO PARAPET At SEE A138 4. CONT LT GA VERT DEFLECTION CLIP ANGLE n v -LT GA STUD WALL V W BEM,4-\L DETAIL TSO LEVEL • TOS ELEV DEFLECTION TRACK FOR CALLOUTS IN COMMON REFER TO 3/S245 SCALE: 1-1/2" = 1'-0" 11 S205 TOS ELEV Ala VARIES tT GA TRACK WITH (2) 112 SOS 08"OC TO TRANSLUCENT PANEL HEADER LT GA STUD WALL REV IEWEDFOR CODE COMPLIANCE APlaonVED Auo 2 0 2010 City of Tukwila BUILDING DIVISION CONCRETE SLAB 1 --SPLICE LOCATION PER PLAN _--- It 5/16 O 3 " RET o/ 2„/ 1/4 V \T&B o AP ° .-----SHEAR TAB PER 2/S244 W40 BEAM SPLICE DETAIL SCALE: 1” = EDGE FORM PER MFR STAIR LANDING-. ICJP F\ &B MAX a 0 0 C8 BEAM PER PLAN n // LIGHT GAUGE STUD WALL y ` T T CONCRETE SLAB-� . PER PLAN I I, .•; FULL HEIGHT WALL STUD 18 GA VERT DEFLECTION CLIP EACH STUD SLOPE-- (,__ ___1 .: . s 0 W14 BEAM W18 BEAM CONCRETE WALL BEYOND DETAIL SCALE: 1- = DESIGNED IA. LEONARD VERIFY SCALE BAR Is ONE INCH ON ANSI 'b" DRAWING O C B A 1/08/10 12/23/09 7/31/09 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'0 REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division Mnammis LA Engineering. pile 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 11-0° C_NACnnsilit ant5 PS BOW LAKE RECYCUNG AP TRANSFER ► TSO LEVEL TOS ELEV HSS 14 BEAM HSS 14 BEAM CONCRETE PUSH WALL - BLOCK OUT AT HSS BEAMS 2" CLEAR EACH SIDE AND BOTTOM bo 12 s9n� REVIEWED SITE FACIUT1ES ?CON T TRANSFER/TS0 BUILDING FRAMING DETAILS PROJECT NUMB C00405C09 SW. OF: 257 619 DRAWING NUMB S247 1-800-424-5555 CALL 48 HOURS BEFORE YOU DIG z 0 0 cnz 0 0 0 LL 0 z 1 Co IS rt W J LL Cr 0 ID (f) AIR TERMINAL ATTACHMENT PER 6/S239 WHERE OCCURS NOTE: ALL EXPOSED STEEL SHALL BE GALVANIZED DECK NOT SHOWN FOR CLARITY 60"3 DUCT SUPPORT MS -1 ROOF LEVEL SCALE 1/2"=1'-0" NOTE: SEE 1/S250 FOR ADDITIONAL INFORMATION 2413 DUCT SUPPORT MS -5 ROOF LEVEL SCALE 1/2"=1'-O" PANEL / PANEL SUPPORT FRAME AND CONN BY OTHERS -- S4rTOS ELEV ` 305'-1 f'/; mo 7_ OWSJ PER x,%�—PLAN PV FRAME DETAIL ROOF LEVEL SCALE 1/2"=1'-0" HSS PER PLAN i GOWNED 11. LEONARD S. HESS VERIFY SCALE BAR IS ONE INCH ON ANSI IV DRAWING TOS ELEV Ask 307'-5r PIPE PER PLAN DECK NOT SHOWN FOR CLARITY 1 NOTE: SEE 1/S250 FOR ADDITIONAL INFORMATION 50"O DUCT SUPPORT MS -2 ROOF LEVEL SCALE 1/2"=1'-0" BENT Q 1/2x4 3/4'0 WELDED THREADED STUD, CENTER ON PIPE CAP R 1/2 /4 PIPE COLUMN SADDLE TO COL CONN ROOF LEVEL tt SCALE 1 "=1'-0" DETAIL ROOF LEVEL SCALE 1-1/2"=1'-O" HSS PER PLAN PIPE PER PLAN SECTION A PER MECH (5" MIN) f HSS SHALL BE LOCATED BELOW THE DECK BETWEEN FLUTES DUCT / ATTACHMENT BY OTHERS BENT ft 1/2 R 1/2 HSS BEAM SECTION B SECTION NOTE: SEE 1/5250 FOR ADDITIONAL INFORMATION 42"3 DUCT SUPPORT MS -3 ROOF LEVEL SCALE 1/2"=1'-0" 3/8 1/4 WSHAPEOR CHANNEL PER PLAN OWSJ PER PLAN DETAIL 38 11 MIN SECTION A t HSS PER PLAN SECTION bO'iiw ROOF LEVEL SCALE 1-1/2"=1'--O" By: C 1/08/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 8 12/23/09 RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 A 7/31/09 ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP•D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division MLA Engineio n0 pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 NOTE: SEE 1/5250 FOR ADDITIONAL INFORMATION 361DUCT SUPPORT MS -4 ROOF LEVEL. SCALE 1/2-= 1 '-O" W14, WHERE OCCURS, NOT SHOWN FOR CLARITY G R 1/2 PIPE COLUMN (4) 7/8"0 A325 BOLTS 1/2 DETAIL ROOF LEVEL SCALE 1"=1'-O" 1 ttn 4' BENT ! 1/2 WITH (2) 5/8"0 BOLTS IN LSL (2) 1/2"0 EXPANSION BOLTS, EMBED 4" MIN 6" MAX ROOF SLAB LSL IN BENT it HSS COLUMN W12 BEAM EVIEWEpETAIL R CWA Consultants, Ka. LEVEL (_2.4 _,®$CALF 1-1 /2"=1'-0" SECTION leoREVIEWED FOR` DECOMPLIANCE APPROVED AUG 2 0 2010 U�� rukrvila __ BUILDING DIVISION 1y" TYP WEB BOW LAKE RECYCLING AND TRANSFER STATION SITE FACIUTIES CONTRACT TRANSFER / TSO BUILDING ROOF MECHANICAL SUPPORT DETAILS SECTION PROJECT WIRIER: C00405C09 SHT. OF: 260 619 DRAWING NUYBEt S250 1-800-424-5555 D 0 0 LL cnw m 0 coT —J J 0 0 U F -- U) Z 0 0 0 LL 1— CO0 Z I..,_ w 0 Q J tL 0 CDW • ••441,14000".• OUARDRAIL 1 Pill 2 "44 t 3. .*. P.a'a a• a4 z. C8x18.75 • ,a I ..,.,••tai•aa'..a..4.!24,;,,2a.'..;i .1!•#4 • ! .14 t It'a‘F 33„,- • et4 It. r • • ••••••••...)••••••,• ...mt.. 2 1 f‘] C8x15.75 \ C8x18.75 BUILDING STAIR ilAit PLAN COMPACTOR LEVEL. SCALE: 1/4' = FLOOR DEClil SLAB PER r NOTE 1 40401kil•0,41,4111,61,f.1,014tili10*06.11,14,4,ire•fi • v aaaaaaaaaaa.,.....".aa "•"1".:"."" -'::*"1"."•f*, t " : 3 I • ••••••••••••••••••• • • • ar •••••.•64.,......4,Jaa 011 C8x18.75\ 1.4 • .. . , . . „ t..,..s. : ti 1 I C8x18.75 SIM GUARDRAIL lYPE 2 ••• i 3 iE : I : • I 1 ! I •• 1 ! I f I i 333 335 3 1 I ••••••1••"•••••••04 03•••••= C.) 0 75,... HAND i ti BUILDING STAIR *A* PLAN TSO LEVEL SCALE: 1/4- = .:•:••:•• • .. ?.4"4:7.4.10""*" nara'Llja15411ara:1...„... . . "a"taa':aa'a •::::•:•••••...:•41.7.•••••.7••••• GUARDRAIL TYPE 2 3 /3 +11•••••••#' .1.444.................i . iii.........i PCi.,.••••.::•,..t.1 k.,,.., : .......r..„...,..r....:. ":•:•'•` • rt • ,•••1:7•c.1 C.:)."'""":'• Ii.. 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EQUIPMENT LEVEL SCAM 1/4" := 1 : 33 • GUARDRAIL TYPE 2 XT8:75-, 1 ‘.. L 1 4.... ..... -....... ............. ..:: ... ....... ...1...• . 1 ... 2. ..... t. , • : 'r 2 9 9 : S ,...l,,•ii,fr''•0, ... 0 ...........44........,...• ........0.2e ...a. 1 "2....agai5........ . • W.." rnaataa'aaaaaa•ar 74‘••1,11, {•3. ••••10•Z ".• %., •o• •••• • ?TT"r lit... GUARDRAIL TYPE 2 BUILDINGSTAIRW PLAN• ISO ROOF LEVEL SCALE:, 1/4* =1* -0* NOTES: 1. 21- CONCRETE OVER TYPE B METAL DECKING PER 4/S246. 2. SEE ARCH FOR AES REQUIREMENTS. 3 ' . ..... . . .... • 41.. . . . 344**** .... . 1* ......... 31 3. 4r.nnt % % „ . OPP HAND • .4..4449 % ..... """,•••••••? :E„,,:,•••••••••••••••r•••••••••;;4' „.....*••••••• . ••••••,.. %,',04:3331211,:k . .. . . .... . .. .. . .. . ait:110 _ „al 1.:EIVEL • I.... 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HESS VERIFY SCALE BAR IS ONE INCH ON ANSI *0 DRAWING MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION.' 12/23/09 RESPONSE TO CITY OF TUKWILA CORRECTION 'LEITER #1 A 7/31/09 ISSUED; FOR CITY OF TUKWILA: PERMITS REV DATE CHICO REVISION DESCRIPTION ing:cotooty Department of Natural Resoutces-and Parks • Solid 'Waste .Division ANSPORMINOP' MLA Engineering* plIc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2127 206.264.4835 By: Date: BOW !ME RECYCUIIG AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING STAIR FRAMING STAIR 'A* REVIEWED CPA Consultants, PS PROJECT *M C00403C09 OF: 265 619 DIMMING NUMBER:, S255 CALL 48HOURSBEFORE YOU DIG - Bow bkAMLA WORKING\F_S2564tra • •.....,1•226.211:1•••••ae L-SKAPED LANDING ..um. • inertm - I s• 1•1”1/2 r 411: prootrttott• "". 4.0.17rir • • • • • • • • • .• "" " • c8087 zazo Clbs18.75 —'1•1/4:t1 GUARDRAIL lYPE 2 ........... •••••••••••••• •tra.'• rlar40.7" • EQUIPMENT LEVEL scALE 1/4-=1.-o ut-t 2; C 0$201 , .\ i f.• i = ......... r 1 ...., , i i . i •,,, ? \ CI • 1 d x C4 it - 0 C8x18.75 taxi 8,75 vsy•••••••••-v•-••• • .1•••••• • • .7.1.1:.430tr4...41mw.041.,;•,11!!.0674 -•••tIn•tite•-ii..+.44t4.• n.wt4 .41011.1.1491 • BUILDING STAIR 'B' PLAN TSO LEVEL SCALE 1/4"=1* -0" 2t- Its C8x18.7 FACE OF In CONC ,C10401 •••41••••.4. CI Ox2Ot tr. sorra pr. as ram.. martpurro• •• • •••I-•••••• xr-4, GUARDRAIL TYPE 2 C8x1 COMPACTOR LEVEL SCALE 1/4"=1* -43s If ij iir 2, -St ."' FLOOR DECK. SLAB PER NOTE 1 WARM& Mr 2. tvis Ram OPP NANO 08 REAM x18.75 oo ciox,20 FLOOR DECK. SCAB PER NOTE 1 C10x20 QPP HAND BUILDING STAIR 'C' 121.41.. EQUIPMENT LEVEL SCALE • NOTES: 1. 23 CONCRETE OVER TYPE B mak DECKING PER 4/5246. 2. SEE ARCH FOR AES REQUIREMENT& 2. „,, • C1-2•• z W14 BEAM CB BEAM .: oh • „. • , • tr. •2. .1 ........... *** ..... • gft .4•••••:;;••r, ."-•• BUILDING STAIR 'B' ELEVATION SCAtE 1 / 4."= 1 '-On . • ..... lorw•• 7.0 —1” "-4 C8 at.... SIM EQUIPMENT___ LEVEL 9F "I'''••••4•••••••••••• •••••• 11•••••••••1•••••••••-•••-- • . J . • •••••••••• ••••••••-•••••• 5 S232 BELOW It TYPE 13 MTt"DECKIG PER DUAL 31S246., • BUILDING STAIR t' ROOF FRAMING PLAN TSO LEVEL SCALE 1 aw.--1.o- Las LA 5232 2. • 1 GEQUIPMENT LEVEL : •• or, Aki. COMPACTOR 9F LEVEL By: Date: ,•• C10 Ca • 42.-• 4 • • • - . • • • • • a•4 . • • f •,•• , 4. 4 1 ' SIM OPP HAND •BUILDING STAIR 'CI ELEVATION SCALE 1 /4"= 1 '-0" bo9 Me/ REVIEWED CVVA Consultants, PS C 1/08/10 B 12/23/09 A 7/31/09 AWN MODIFICATIONS SUBSEOOENT PERWr ,APPLIcaloN RESPONSE To arY or TUKWILA CORRECTION Lt.tit.R #1 ISSUED FOR CITY OF TUKWILA PERqITS REV DATE CHICO APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division ngineeringspIIc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264,2127 206.264.4835 •BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILMES CONTRACT TRANSFER/TSC. STAIR FRAIONG STAIR 'et MD FW- NUMBER:, C00405C09 • 011 266 619 OftAWINO NUMBER: 8256 1-800-424-5555 CALL 48 HOURS BEFORE YOU DIG