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HomeMy WebLinkAboutPermit D13-216 - PLANS - KING COUNTY LIBRARY SYSTEM - TUKWILA LIBRARY4/20/2017 12:46:14 PM c:\temp\161028 Tukwila For Constructioalinc.rvt D C B 57'-1" KITCHENETTE ALCOVE LIFE SAFETY PLAN - LEVEL 01 1/8" =1'-0" I OPEN TO BELOW WIT 1 UTE_ r- g re/ 1 11.11,,11uflJ1/JJ JJJJJ J J f (77tf4( r( (r LIFE SAFETY PLAN - LEVEL 02 1/8" =l'-0" 5 4 3 106B Life Safety Diagram ACCESSORY / UNOCCUPIED ASSEMBLY - CONCENTRATED ASSEMBLY READING ASSEMBLY - STACK BUSINESS UNOCCUPIED PRIMARY EGRESS PATH* E * EMERGENCY LIGHTING TO BE PROVIDED IN ACCORDANCE WITH IBC 1006.1 THROUGH 1006.4 CODE PLAN LEGEND EXIT DIMENSION SYMBOL EXIT SYMBOLS 19[ 1®P COMMON PATH OF TRAVEL poscrawasses- COCISCOODISSOCIlea LIFE SAFETY EGRESS SYMBOL ACTUAL CUMULATIVE POPULATION WIDTH REQ'D BY CODE BASED ON ACTUAL CUMULATIVE POPULATION 140 44" o 240 72" c) ACTUAL WIDTH PROVIDED POPULATION PERMITTED BASED ON WIDTH PROVIDED SEPARATE PERMIT REQUIRED FOR: Ertlf amectricd QIumbing [4as Piping City of Tukwila Sp!' rT't .) DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of tx'iv ila Bu !ding Division. NOT`L I ev:sicr . %.:ill require a new p!an submittal cnd may is c: de a:d onal plan review fees. j 2 CODE SUMMARY INTERNATIONAL BUILDING CODE 2009 (W/ WASHINGTON STATE AMENDMENTS 2009 UNIFORM PLUMBING CODE TUKWILA MUNICIPAL CODE (TMC) CONSTRUCTION TYPE: VB AUTOMATIC SPRINKLER SYSTEM: YES MAX. BUILDING HEIGHT: 40 MAX. BUILDING AREA: 6,500 MAX. BUILDING STORIES: 1 SPRINKLER INCREASE 60' 11,000 2 PRIMARY OCCUPANCY: ASSEMBLY, A-3 OCCUPANCY SEPARATION: NONE REQUIRED UNDER NON -SEPARATED OCCUPANCY PROVISIONS OF SECTION 508.3 VB CONSTRUCTION/A-3 OCCUPANCY: BASIC ALLOWABLE AREA = 6000 SF *FRONTAGE FACTOR: IP = [F/P - 0.25] W/30 _ (.75) x (30/30) _ (.75) FRONTAGE INCREASE SPRINKLER INCREASE = 4500 SF = 6000 SF TOTAL ALLOWABLE AREA = 16,500 SF PROPOSED AREA = 9,567 GSF* * DOES NOT INCLUDE EQUIPMENT PLATFORM EGRESS INFORMATION TOTAL OCCUPANTS (SEE USE AND OCCUPANCY TABLE BELOW): 232 NUMBER OF EXITS REQUIRED (1021.1): 2 EGRESS WIDTH PER OCCUPANT (1005.1): STAIRS .30" OTHER COMPONENTS .20" 232 x (.20") = 46.4" / 2 EXITS = 23.2" PER EGRESS DOOR MINIMUM CLEAR WIDTH AT ACCESSIBLE EGRESS DOORS: 32" EGRESS WIDTH PROVIDED: SEE PLAN EXIT ACCESS TRAVEL DISTANCE: A-3 250' 1.4 PLANNING APPROVE No changes can be made, to these plans without approval from the Planning Division of DCD Approved By: D ate: Permit No, Plan review a�,rot.� is subject .l subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receeitt f approved Fie Copy and •. ditions is acknowledced. • 1 By: Date: MIN. DISTANCE BETWEEN EXIT DOORS: 1/3 LENGTH OF BUILDING ACROSS DIAGONAL (SEE PLAN DIMENSION) ACTUAL DISTANCE BETWEEN EXIT DOORS: SEE PLAN DIMENSION PLUMBING FIXTURE FIXTURE COUNT: OCCUPANT LOAD: 10,130 / 200 = 51 / 2 = 26 OCCUPANTS PER SEX MEN: (1) WATER CLOSET / (1) URINAL / (1) LAVATORY WOMEN: (2) WATER CLOSETS / (1) LAVATORY STAFF TOILET: (1) WATER CLOSET / (1) LAVATORY OCCUPANCY SUMMARY City of Tukwila BUILDING DIVISION REVIEWED FOR ODE COMPLIANCE APPROVED APR 2 6 2911 VX �- W City et Tukkvilta BUILDING DIVISION 106 MEETING Occupancy Assembly, Concentrated 620 SF Net / Occ Load Occupant Number Name Classification Type Area Gross Factor Load 106 MEETING A-1 Assembly, Concentrated 620 SF Net 7 89 110 ROOM A-1 Assembly, Unconcentrated Not Placed Net 15 1 620 SF 89 _. 107 STUDY A-1 Assembly, Unconcentrated 88 SF Net 15 6 110 STUDY A-1 Assembly, Unconcentrated Not Placed Net 15 1 88 SF 100 LOBBY A-3 Assembly 215 SF Gross 100 3 106B KITCHENETTE ALCOVE A-3 Assembly 62 SF Gross 100 1 113 MEN A-3 Assembly 148 SF Gross 100 2 113A JANITOR A-3 Assembly 28 SF Gross 100 1 115 WOMEN A-3 Assembly 152 SF Gross 100 2 604 SF 9 104 READING PLATFORM A-3 Assembly, Reading Room Not Placed Net 50 1 105 COMMUNITY MOSAIC A-3 Assembly, Reading Room 1671 SF Net 50 34 108 TEEN LOUNGE A-3 Assembly, Reading Room 172 SF Net 50 4 108 CYBER BAR A-3 Assembly, Reading Room 586 SF Net 50 12 109B SOUTH READING A-3 Assembly, Reading Room 620 SF Net 50 13 111 CHILDREN'S READING A-3 Assembly, Reading Room 673 SF Net 50 14 3723 SF 77 101 SELF- CHECK A-3 Assembly, Stack Area 197 SF Gross 100 2 103 ASSISTANCE A-3 Assembly, Stack Area 204 SF Gross 100 3 109 COLLECTION A-3 Assembly, Stack Area 1943 SF Gross 100 20 112 CHILDREN'S A-3 Assembly, Stack Area 543 SF Gross 100 6 2887 SF 31 114 STAFF TOILET B Business 62 SF Gross 100 1 116 BREAK B Business 157 SF Gross 100 2 117 STAFF B Business 806 SF Gross 100 9 118 STAFF OFFICE B Business 94 SF Gross 100 1 1119 SF 13 106C STORAGE S-1 Storage, Accessory 64 SF Gross 300 .1 64 SF 1 117A SHIP'S LADDER UNOCC Equipment Platform - Unoccupied 32 SF DATE 0 200 EQUIP. PLATFORM LANDING UNOCC Equipment Platform - Unoccupied 144 SF 0 201 MECHANICAL UNOCC Equipment Platform. - Unoccupied 586 SF 0 202 ELECTRICAL UNOCC Equipment Platform - Unoccupied 232 SF 0 993 SF 10098 SF 0 226 C B PERKI NS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library. System FOR CONSTRUCTION 07/29/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date 8153 RE KAY KORNOVICH STATE OF WASHINGTON Revisions REVISION 1 A 1 ASI 019 04/20/2017 NO ISSUE DATE Sheet Information Date 7/22/2016 Job Number 161028.000 Drawn HH Checked RB Approved KK Title CODE COMPLIANCE RECEIVED• DATA CITY OF TUKWILA APR 20 2017 PERMIT CENTER Sheet A00-1 0 Copyright() 2015 Perkins+Will 4/20/2017 12:31:38 PM c:\temp\161028 Tukwila_For Construction_Iinc.rvt • \2\ 12'-0" 15'-0" 13'-0" 15'-0" 15'-0" 15'-0" NOTES: 1. SEE SHEET A00-40 FOR TYPICAL EXTERIOR WALL ASSEMBLIES. 2. SEE SHEET A00-41 FOR TYPICAL INTERIOR PARTITION DETAILS. 3. DIMENSIONS ARE TO FINISHED FACE OF PARTITION, FACE OF GLAZING, AND CENTERLINE OF MULLION, UNLESS NOTED OTHERWISE. 4. INTERIOR DOORS ARE TO BE LOCATED 4" FROM ADJACENT PERPENDICULAR WALL, UNLESS NOTED OTHERWISE. 5. SEE SHEET A00-12 FOR TYPICAL MOUNTING HEIGHTS. 15'-0" 15'-0" 12'-0" KEYNOTE LEGEND 0 0 8 5 8 8 DOOR ACTUATOR, MOUNT AT 36" AFF BOOK DROP LINE OF WALL ABOVE LINE OF SOFFIT ABOVE CONTINUOUS SLIDING DOOR TRACK STEEL SHIPS LADDER CONCEALED BRACED FRAME, SEE STRUCTURAL ® ELECTRICAL CHASE O9 EXTENDED WOOD SILL - SEE DETAIL A5/A00-80 10 BUILT-IN CYBER BAR 1 134'-3" 31' -101/2" 12'-01/4" 58'-91/8" 31' - 71/4" B5. A11-10 3'-71/2" 2T-0" 1'-3 A3 Al 1-20 1'-6" 1 -113/x," / -811 1 / 5'-71/4" C in A3 Fl (117A) 3'-0" 12'-8" STAFF 117 2'-8" i A11-251 o Co • D4 T-4" (118 ) 8'-61/2" 4'-83/4" - 5'-0" C- 5'-0" / A3 A11-10 5'-0" 5'-0" 67'-35/8" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" C- 5'-0" 4'-01/4" 113/4" A5 A11-10 27'-0" 3'-71/2" LADDE ' 117A f A4 I ASI,a,b, 2'1-4" 8D BREAK 116 co "I s l' .1 8D STAFF OFFICE 118 8D 0 8D UP MI MIN NIEMEN MEWL MEI .o LOBBY 10C D2 ANN• sem offi CD 2 rcr s 0• SELF - CHECK co 101 g� 1+2" C4 , EEO 7I C) ASI09 ; (113A) JANITOR' - - ' E - TO 114 • A - > c31 ALIGN 11/2" 41- 91/2' 113A IN ICI WOMEN 115 8K 8J MEN to 113 8J -0 8K 2'- 11" 6'-0" r A2 Is o) CV • (A3 5'-10" A5 CHILDREN'S 112 _ ' 2' 10" mom - 0 0 io ASSISTANCE 483 A2 A11-24 • l'-7" 2'-0" / / c. 5'-0" 5'-0" 5'-0" 5'-0" / , (W5) 5'-0" I C5 CHILDREN'S READING 111 ASI 119 When B2 Al 1-53 ASI 01 ASI ' 19 ASI /001\ ASI 19 COMMUNITY MOSAIC 105 TEEN LOUNGE 108 LEVEL 01 EL. +296'-8" CYBER BAR 108 411-0 - — - — - COLLECTION -1-09 L co N • 15'-01/2" • a KITCH: NETTE ALC VE MEETING ROOM 106 106C 106C 107 FEC 3 1/2" c. SOUTH READING 109B 1 CV 0 Ch • Ci1 ) 'A2' o� n A1- RFI rn Zct • (*) 0) 0 11 LIGHT FIXTURES FLUSH WITH FINISH FLOOR - SEE ELECTRICAL FOR TYPE AND SLAB PLAN FOR LOCATION, TYP. 12 NOT USED 13 EXPOSED BRACED FRAME, SEE STRUCTURAL 14 RECESSED TRACK FOR SLIDING DOOR AT FLOOR 15 STEEL CHANNEL HEADER TO SUPPORT SLIDING DOOR TRACK ABOVE 16 LINE OF CEILING ABOVE 17 WHITEBOARD, 5'x8', MOUNT Qa 7'-6" AFF 18 METAL LOCKERS, 8 TOTAL, MIN 2 19 20 RFI 54 • N • L1-1 3'-37/8" 5'-0" - 3'-37/8" 81/8"—" A4 (181/8" A11-24 5'-0" 5'-0 5'-0" 5'-0" 5'-0 10'-0" 130'-2" g 5'-0" 0" 5'-0" X 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 7'-0" 1'-7" D4 f FLOOR PLAN - LEVEL 01 � I j 3/16" =1 5 M CD A11-10 A11-23 W o a >\� LOCKERS ADA ACCESSIBLE PATRON LAPTOP COUNTER WALL MOUNTED ALUMINUM LADDER tt. REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 6 2011 City of Tukwila BUILDING DIVISION 4 3 2 1 D C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System FOR CONSTRUCTION 07/29/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date 8153 ARARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions 7 ASI 019 04/20/2017 6 RFI 070 4/12/2016 5 RFI 054 4/05/2016 4 ASI 009 03/15/2016 3 RFI 034 02/12/2016 2 ASI 001 08/31/2015 1 FOR CONSTRUCTION 07/29/2015 NO ISSUE DATE Sheet Information Date 7/22/2016 Job Number 161028.000 Drawn HH Checked RB Approved KK Title FLOOR PLAN - LEVEL 01 RECEIVED CITY OF T UKWILA APR 2 0 2017 PERMIT CENTER • Sheet A04-01 Copyright © 2015 Perkins+Will CD 4/20/2017 12:31:40 PM D B A • 703147-0" T.O. ROOF - WEST PERFORATED ALUMINUM PLATE HORIZONTAL SUNSHADE, EP -1, TYP. (SHOWN DASHED FOR CLARITY) TUKWILA INT. BLVD ik-?\ SOUTH ELEVATION D A - -r r I - 4- ZINC FASCIA, ZN-1 METAL FLASHING, EP -1 T.O. ROOF - EAST 320' - 5" METAL EDGE AT T.O. WALL, EP -2 SILL @ CLERESTORY AIL 312' - 4" TERRA COTTA RAINSCREEN CLADDING SYSTEM, TC -1 6" STAINLESS STEEL PIN - MOUNTED LETTERS = = WALL HYDRAN TERRACE LEVEL 01 iikk / 296' - 8" CONCRETE REVEAL STRUCTURAL BRACED FRAME BEYOND GLASS, SEE STRUCTURAL STRUCT. SEALED GLAZING SYSTEM, TYP. MOTORIZED AWNING WINDOW, TYP. OF (4) ARCHITECTURAL WATERPROOF CONCRETE, TYP. -r- STRUCT. SEALED GLAZING SYSTEM METAL FLASHING, EP -1 METAL EDGE AT T.O. WALL, EP -2 SILL CLERESTORY 312 - 4" NORTH ELEVATION TERRA COTTA IN RAINSCREEN CLADDING SYSTEM, TC -1 STRUCT. SEALED GLAZING SYSTEM ALUMINUM DOOR WITH TRANSLUSCENT GLASS LIGHT, GL -3 qp) CONTINUOUS ALUMINUM LOUVER, EP -1 REMOVABLE LOUVER FOR FUTURE MECH. EQUIPMENT REPLACEMENT EQ EQ EQ EQ I -- ............ UNO _Nt 4_4.1 jig; STRUCT. SEALED GLAZING SYSTEM 11 METAL PANEL, EP -3 UNO ill ZINC ROOF FASCIA, ZN-1 STRUCT. SEALED GLAZING SYSTEM_ CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE SPANDREL GLASS METER, SEE ELECTRICA ELECTRICAL SERVICIE. imms WALL HYDRANT FIRE DEPARTMENT CONNECTION, SEE CIVIL AND PLUMBING T.O. ROOF - WT 314' -1'0" LEVEL 01 296' - 8" 1/8" = V-0" A-•4 WEST ELEVATION im#‘rnj 1/8" = 1'-0" ZINC FASCIA, ZN-1 RFI 86 rB5 A11-10 A5 A11-10 Er Et 4:: —1471E11 ( T ( T ) JOINTS IN CONCRETE, TYP CZ= tETIEEEE 11147 *A- a.. rilti -tau- .-•-a-E; • SEE10.- tat2+424.4...4 METAL PANEL, EP -3 CONCRETE REVEALS AT GRIDLINES, TYP PAINTED DOWNSPOUT, TYP. OF (4), EP -1 29 SKYIGHT ON RAISED CURB T.O. ROOF - EAST 46. 320' - 5" -11, ZINC WALL PANELS, ZN-1 T.O. ROOF - WEST 314' - 0" PERFORATED ZINC WALL PANEL, ZN-2 (IN FRONT OF GLAZING) STRUCT. SEALED GLAZING SYSTEM UNO LEVEL 01 296' - 8" CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE 10 A5 A11-10 MOTORIZED AWNING WINDOW, TYP OF (6) /6 B5 A11-10 L07 LIGHT FIXTURE, TYP OF (4) k EAST ELEVATION "C'1 1/8" = V-0" 5 ELECTRICAL OUTLET ( T ) 7 (‘r ) ( T ) ( T ) ( T ) ( T ) LIGHT GL -5 GL- GL -9 GL - FIXTURE 6" STAINLESS STEEL PIN- ASI MOUNTED LETTERS GL ASI ASI GL -4 ( T ) ( T ) GL -9 GL -8 GL -7 T UNO ( T T L ACCENT SPANDREL LIGHT FIXTURE GLASS, GL -5A — METAL PANEL, EP -1 BOOK DROP ZINC ROOF FASCIA, ZN-1 METAL PANEL, EP -1 T.O. ROOF - EAST 320' - 5" \-F STRUCT. SEALED GLAZING SYSTEM,TYP UNO SILL @ CLERESTORY EXPOSED WOOD DECKING AT UNDERSIDE OF ROOF, WD -1 METAL FLASHING, EP -1 METAL EDGE AT T.O.WALL, EP -2, TYP. TERRA GOTTA RAINSCREEN SYSTEM, TC -1 4 3 2 LEVEL 02 30T - 2" LEVEL 01 AL 296' - 8" NOTES: 1. READ NOTES FROM RIGHT TO LEFT 2. TEMPERED GLASS WHERE INDICATED WITH ( T ) 3. SEE ENLARGED ELEVATIONS FOR ADDITIONAL INFORMATION 11 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 6 2017 City of Tukwila BUILDING DIVISION b Fscrs.;.. D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System FOR CONSTRUCTION 07/29/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date 8153 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions 4 ASI 019 04/20/2017 3 ASI 018 11/22/2016 2 RFI 086 05/16/2016 1 RFI 029 01/29/2015 NO ISSUE DATE Sheet Information Date 7/22/2016 Job Number 161028.000 Drawn HH Checked RB Approved KK Title EXTERIOR BUILDING ELEVATIONS RECEIVED CITY OF TUKWILA PR 20 2017 PERMIT CENThii Sheet A11-01 Copyright © 2015 Perkins+VVill 4/20/2017 12:31:41 PM C T.O. ROOF - EAST 320' - 5" SILL A CLERESTORY 312'-4" LEVEL 01 296 - 8" am B5 A11-10 A5 A11-10 ✓f 11111111111111111111111111111111111 11111111111111111 111111.111.11111111 Ill 11111111111111111111111 Illllll II / LONGITUDINAL BUILDING SECTION LOOKING EAST 118" =1'-0" STAFF 117 MECHANICAL 201 / / / / ..1 TRANSVERSE BUILDING SECTION LOOKING SOUTH ELECTRICAL 202 CHILDREN'S 112 Z0 / " \ / \ / / / \ / / N in T.O. ROOF - EAST 320'-5" ,SILL (a. CLERESTORY 312'-4" �� LEVEL 02 307'-2" 0 T.O. ROOF - WEST 314' - 0" LEVEL 02 307' - 2" 1/8" =1'-0" . B ED) T.O. ROOF - EAST 320'-5" SILL A CLERESTORY 312'-4" OUTDOOR TERRACE LEVEL 01 296'-8" F1 Q TRANSVERSE BUILDING SECTION LOOKING SOUTH A SEIM T.O. ROOF - WEST 314'-0" TUKWILA INT. SIDEWALK BLVD T.O. ROOF - WEST 314'-0" C0 iv 0 o) D4 A11-10 LEVEL 01 296'-8" 9'-11/4" TRANSVERSE BUILDING SECTION LOOKING NORTH `�\1 \\\\\ �` \`l ` `\ 1 \)\\` �` l \\ 1\l i`\ �` �` I \ I\ \ •,t\ \\ 1`. <`, \, \ \`\ \ \\ 1\ T.O. ROOF - EAST 320' - 5" SILL @ CLERESTORY 312'-4" LEVEL 02 307'-2" LEVEL 01 296'-8" T.O. ROOF - WEST 314' - 0" SIDEWALK 3 0 zro 13 TRANSVERSE BUILDING SECTION LOOKING NORTH 1/8" =1'-0" ,!III I „ II II IIIIII II 11111'1,1 Il 11 rVISION T.O. ROOF - EAST 320'-5" SILL © CLERESTORY 312'-4" LEVEL 01 296' - 8" oaf REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 6 2017 City of Tukwila BUILDING DIVISION D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library. 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System FOR CONSTRUCTION 07/29/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date 8163 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions 1 ASI 019 04/20/2017 NO ISSUE DATE Sheet Information Date 7/22/2016 Job Number 161028.000 Drawn HH Checked RB Approved KK Title BUILDING SECTIONS RECEIVED CITY OF TUKWILA APR 2 0 2017 PERMIT CENTER Sheet A11-10 Copyright © 2015 Perkins+Will 15 2:22:32 PM c:ltemp1161028 Tukwila_herzerh.rvt PERKINS +WILL Tukwila Library King County Library System 14380 Tukwila International Boulevard Tukwila, WA 98168 PERMIT REVISIONS #2 03/02/2015 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac' • of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: A - By: +7 www.perkinswill.com isto SEPARATE I~i~: ;y,Ya1T RECU:RED FOR: ethanical M Electrical [I[1 Plumbing MI Gas Piping City of Tukwila BI_ilt. NG DIVISION FRE crea7 Parmit Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy an• ons' ',,ns is acknowledged: By: Date: City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new pian submittal and may include additional plan review fees. CORRECTION LTR#___2_ RECEIVED CITY OF TUKWILA MAR. 0 3 2015 PERMIT CENTER Copyright© 2011 Perkins+Wdl c:\temp\161028 Tukwila_herzerh.rvt D C B A 5 5 4 3 INDEX OF DRAWINGS SHEET NUMBER SHEET NAME N v DD PERMIT • PERMIT REVISIONS PERMIT REVISIONS #2 01 -General 000 COVER SHEET • • • • • • G00-00 PROJECT INFORMATION & • • • • • • 3 of 3 DRAWING INDEX • • • • • 1 of 3 TUKWILA VILLAGE SURVEY • • • • • • 2 of 3 TUKWILAVILLAGE SURVEY o a • • • • 3 of 3 TUKWILA VILLAGE SURVEY • • • • • 02 -Civil C00-01 EXISTING CONDITIONS PLAN • • • • • • C01-01 CIVIL T.E.S.C. PLAN o a a • • • C01-02 T.E.S.C. DETAILS • • • • • CO2 -01 CIVIL SITE PLAN • • • • • • CO2 -02 CIVIL SITE DETAILS • • • • • • CO2 -03 CIVIL SITE DETAILS • • • • • 03 -Landscape L01-01 LANDSCAPE MATERIALS AND LAYOUT PLAN o • • • • PERMIT REVISIONS L01-02 LANDSCAPE SITE DETAILS • • • • L02-01 IRRIGATION PLAN • • • • • L02-02 IRRIGATION DETAILS • • • • • L03-01 LANDSCAPE - PLANTING PLAN - GROUND LEVEL AND GREEN ROOF • • • • • L03-02 PLANTING LIST AND DETAILS • • • • • 04 -Architectural A00-01 ARCHITECTURAL ABBREVIATIONS, SYMBOLS & NOTES o • a • v PERMIT REVISIONS A00-10 CODE COMPLIANCE DATA o • • • A00-11 ENERGY CODE COMPLIANCE • • • • • A00-11.1 ENERGY CODE ENVELOPE COMPLIANCE DIAGRAMS • o • • • A00-12 TYPICAL MOUNTING HEIGHTS • • • • • A00-40 EXTERIOR ASSEMBLIES • • • • • A00-41 PARTITION TYPE SCHEDULE & DETAILS • • • • A00-50 DOOR SCHEDULE AND DETAILS • • • • A00-70 ROOM FINISH PLAN, SCHEDULE & LEGEND o • o • A00-80 CASEWORK DETAILS • • • • A01-01 SITE PLAN • • • • • A04-00 SLAB PLAN - LEVEL 01 • • • • A04-01 FLOOR PLAN - LEVEL 01 • • • • • A04-02 FLOOR PLAN - LEVEL 02 / LOWER ROOF PLAN • • • • • A05-01 REFLECTED CEILING PLAN - LEVEL 01 o • a a • A05-02 REFLECTED CEILING PLAN - LEVEL 02 • • • o A06-01 ROOF PLAN • • • • A08-10 FURNITURE PLAN - LEVEL 01 FOR REFERENCE ONLY a • • • • A10-10 ENLARGED PLANS & INTERIOR ELEVATIONS • • • A10-11 INTERIOR ELEVATIONS a • A10-51 INTERIOR DETAILS • A10-55 CEILING DETAILS • • • A11-01 EXTERIOR BUILDING ELEVATIONS • • • • • A11-10 BUILDING SECTIONS • • o • A11-20 ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS • • • • • A11-21 ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS • • • • A11-22 ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS • • A11-23 ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS • • • A11-24 ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS • • A11-25 ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS • o A11-51 EXTERIOR DETAILS • • • A11-52 EXTERIOR DETAILS • A11-53 EXTERIOR DETAILS a A11-54 EXTERIOR DETAILS • All -55 EXTERIOR DETAILS • Al2-01 PLATFORM AND ROOF ACCESS - PLANS, SECTIONS & DETAILS • • • I 4 I 3 2 INDEX OF DRAWINGS SHEET NUMBER SHEET NAME a DD PERMIT v PERMIT REVISIONS PERMIT REVISIONS #2 05 -Structural S-101 GENERAL STRUCTURAL NOTES 03/02/2015 • • • • ISSUE S-102 GENERAL STRUCTURAL NOTES • • • • S-201 FOUNDATION PLAN • • • • • S-202 MEZZANINE - LOW ROOF FRAMING PLAN • o • o • S-203 ROOF FRAMING PLAN o. o • • • S-301 TYPICAL CONCRETE DETAILS • • • • S-302 CONCRETE DETAILS • • • • S-501 TYPICAL METAL DECK DETAILS • • • S-502 TYPICAL STEEL DETAILS • • • S-503 FRAMING DETAILS • • • • S-504 FRAMING DETAILS • o • • • S-505 TRUSS ELEVATION & MISCELLANEOUS DETAILS • • • • S-601 BRACED FRAME ELEVATIONS • • a a S-602 BRACED FRAME DETAILS • • S-603 BRACED FRAME DETAILS • • S-701 TYP. NON -LOAD BEARING METAL STUD DETAILS • • 06 -Mechanical M00-01 HVAC LEGEND AND ABBREVIATIONS 03/02/2015 • • • NO ISSUE M00-02 HVAC SCHEDULES • • • M00-03 HVAC SCHEDULES • • • • M01-00 HVAC - WASHINGTON STATE ENERGY CODE FORMS • • • • M01-01 HVAC SITE PLAN o. • • • M02-00 HVAC RADIANT FLOOR PLAN • • • • M02-01 HVAC FLOOR PLAN - LEVEL 01 • • • • M02-02 HVAC FLOOR PLAN - LEVEL 02 • • • M02-03 HVAC ROOF PLAN • • • M03-01 HVAC ENLARGED PLANS • • • M03-02 HVAC SECTIONS • • • • M04-01 HVAC HYDRONIC DIAGRAM • • • M05-01 HVAC DETAILS • • M05-02 HVAC DETAILS • M05-03 HVAC DETAILS • M06-01 HVAC CONTROL DIAGRAMS • • M06-02 HVAC CONTROL DIAGRAMS o P00-01 PLUMBING LEGEND, ABBREVIATIONS, AND SCHEDULES 03/02/2015 • • • NO ISSUE P02-00 PLUMBING FOUNDATION PLAN • • • P02-01 PLUMBING FLOOR PLAN - LEVEL 01 • • • • P02-02 PLUMBING FLOOR PLAN - LEVEL 02 • • • • P02-03 PLUMBING ROOF PLAN o. • • • P03-01 PLUMBING ENLARGED PLANS • • • • P05-01 PLUMBING DETAILS • • • • FP00-01 FIRE PROTECTION LEGEND AND ABBREVIATIONS 03/02/2015 • • • NO ISSUE FP02-01 FIRE PROTECTION FLOOR PLAN - LEVEL 01 • • • FP02-02 FIRE PROTECTION FLOOR PLAN - LEVEL 02 • • • • 07 -Electrical E00-00 ELECTRICAL SYMBOLS & ABBREVIATIONS 03/02/2015 • • • NO ISSUE E01-01 ELECTRICAL SITE PLAN • • o E01-02 SITE LIGHTING PLAN • • • • E02-01 ELECTRICAL FLOOR PLAN - LEVEL 01 • • • • E02-02 ELECTRICAL FLOOR PLAN - LEVEL 02 o. • o 0 E03-01 LIGHTING FLOOR PLAN - LEVEL 01 a o • • E03-02 LIGHTING FLOOR PLAN - LEVEL 02 • o • • E04-01 SYSTEMS FLOOR PLAN - LEVEL 01 • • o E06-00 LIGHTING CONTROL DETAILS/DIAGRAM • • E06-01 LIGHT FIXTURE SCHEDULE • • • E07-00 POWER ONE LINE DIAGRAM • • • • E07-01 TELECOM DETAILS o 2 PROJECT INFORMATION 14242 Tukwila International Boulevard Tukwila, WA 98168 PROJECT LOCATION S13 St $140 St W S 45S S 146 $t m S148St PROJECT DIRECTORY OWNER: King County Library System 960 Newport Way NW Issaquah, WA 98027 Phone: (425) 369-3200 CONTACT: Greg Smith ARCHITECT: Perkins+Will 1221 Second Avenue, Suite 200 Seattle, WA, 98101 Phone: (206) 381-6023 CONTACT: Ryan Bussard CIVIL ENGINEER: Coughlin Porter Lundeen 413 Pine Street, Suite 300 Seattle, WA 98101 Phone: (206) 343-0460 CONTACT: J. Alan Jacobson LANDSCAPE ARCHITECT: Karen Keist Landscape Architects 111 West John Street, Suite 305 Seattle, WA, 98119 Phone: (206)323-6032 CONTACT: Karen Keist STRUCTURAL ENGINEER: Coughlin Porter Lundeen 413 Pine Street, Suite 300 Seattle, WA 98101 Phone: (206) 343-0460 CONTACT: Cory Hitzemann MECHANICAL ENGINEER: WSP • FLACK + KURTZ 1932 First Avenue, Suite 307 Seattle, WA, 98101 Phone: (206) 770-7779 CONTACT: Tom Marseille ELECTRICAL ENGINEER: Sparling 720 Olive Way, Suite 1400 Seattle, WA, 98101 Phone: (206) 667-0555 CONTACT: Joe Virnig LIGHTING DESIGNER: Sparling, Candela 720 Olive Way, Suite 1400 Seattle, WA, 98101 Phone: (206) 667-0555 CONTACT: Lauren MacLeod ACOUSTICAL ENGINEER: Sparling 720 Olive Way, Suite 1400 Seattle, WA, 98101 Phone: (206) 667-0555 CONTACT: Basel Jurdy APPROVED APR 0 3 2015 City of Tukwila PUBLIC Works REVIEWED FOR CODEC COVED CE AP APR 0 6 2015 1 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR. 0 3 2015 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions B PERMIT REVISIONS #2 03/02/2015 A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 03/02/2015 Job Number 161028.000 Drawn HH Checked RB Approved KK Title PROJECT INFORMATION & DRAWING INDEX Sheet G00-00 Copyright © 2012 Perkins+Will SURVEY INFORMATION BASIS OF BEARING - NAD83/91 PER CITY OF TUKWILA THE BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83/91 PER CITY OF TUKWILA. CITY OF TUKWILA HORIZONTAL CONTROL POINT NO. 17 (S. 1/4 CORNER OF SEC. 15) WAS HELD FOR POSITION AND A LINE BETWEEN SAID POINT NO. 17 AND CITY OF TUKWILA HORIZONTAL CONTROL POINT NO. 1925 WAS HELD FOR ROTATION BEING NORTH 87 35' 22" WEST. VERTICAL DATUM - NAVD 88 PER CITY OF TUKWILA THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF TUKWILA. CITY OF TUKWIILA CONTROL POINT NO. 17 (S. 1/4- CORNER OF SEC. 15) WAS HELD FOR ELEVATION, BEING 288.757'. PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING A "TRIMBLE 5600" ROBOTIC TOTAL STATION, TRIMBLE "S6" ROBOTIC TOTAL STATION AND TOPCON GR3 GPS SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. REFERENCE MAPS: 1. RECORD -OF -SURVEY REC.N0.20050725900010 2. RECORD -OF -SURVEY REC.N0.20010711900012 3. RECORD -OF -SURVEY REC.N0.20050603900013 4. RECORD -OF -SURVEY REC.N0.20011029900014 5. PLAT OF JAMES CLARKS GARDEN ADDITION VOL.13, PG.12 6. PLAT OF ADAMS HOME TRACTS VOL10, PG.31 TOTAL AREA: 254,514±S.F. (5.843±ACRES) SURVEYOR NOTES: 1. THERE ARE NUMEROUS UTILITIES ALONG THE WEST LINES OF TITLE PARCELS A, B AND C NOT CONTAINED WITHIN EASEMENTS 2. THERE ARE A FEW ENCROACHMENTS ALONG THE BOUNDARIES. SEE SHEET 2 AND 3. 3. THERE ARE A FEW OVERLAPPING LEGAL DESCRIPTIONS AS SHOWN. 4. THERE ARE TWO SIGNIFICANT GAPS IN DESCRIPTIONS. ONE IN THE NORTH PORTION OF THE SITE AND THE OTHER IS IN THE SOUTH PORTION OF THE SITE. SEE SHEETS 2 AND 3. TAX PARCEL NOS: 152304-9242, 152304-9096, 152304-9092, 155420-0005, 155420-0010, 155420-0015, 155420-0020, 155420-0025, 155420-0030, 155420-0036, 155420-0037, 155420-0033, 155420-0035, 155420-0034, 004000-0180, 004000-0194, 004000-0146, 004000-0145, 004000-0191, 004000-0196, 004000-0198. LEGAL DESCRIPTIONS: (PER PACIFIC NORTHWEST TITLE COMPANY ORDER NO. 1164187, SECOND REPORT DATED FEBRUARY 28, 2012 AT 8:00 A.M.) TITLE PARCEL k THAT PORTION OF LOT 9 IN BLOCK 3 OF JAMES CLARK'S GARDEN ADDITION TO THE CITY OF SEATTLE, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 12, RECORDS OF KING COUNTY AUDITOR; AND OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTH 812.6 FEET OF THE EAST 425.5 FEET OF SAID SOUTHEAST 1/4; THENCE SOUTH 01'27'30" WEST 200 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTHWESTERLY TO A POINT ON THE EASTERLY LINE OF PACIFIC HIGHWAY SOUTH (STATE ROAD NO. 1), DISTANT SOUTHERLY 250.50 FEET (AS MEASURED ALONG SAID EASTERLY LINE) FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE NORTH LINE OF THE SOUTH 812.6 FEET OF SAID SOUTHEAST 1/4; THENCE SOUTHERLY ALONG SAID EASTERLY HIGHWAY UNE TO THE SOUTH LINE OF SAID LOT 9; THENCE EASTERLY ALONG SAID SOUTH LINE TO THE SOUTHEAST CORNER THEREOF; THENCE SOUTHERLY TO A POINT ON THE NORTHERLY LINE OF A TRACT CONVEYED TO ZIBA HUNTINGTON BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 412377; THENCE EASTERLY ALONG SAID NORTH LINE TO A POINT WHICH BEARS SOUTH 01'27'30" WEST FROM THE TRUE POINT OF BEGINNING; THENCE CONTINUING EAST TO A POINT 405.04 FEET WEST FROM THE EAST LINE OF SAID SOUTHEAST 1/4 OF SOUTH SOUTHWEST 1/4; THENCE NORTH PARALLEL WITH SAID EAST LINE 65 FEET; THENCE NORTHWESTERLY TO THE TRUE POINT OF BEGINNING. TITLE PARCEL A-1: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER A STRIP OF LAND 20 FEET IN WIDTH THE SOUTHERLY LINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH UNE OF THE NORTH 398.1 FEET OF THE EAST 525.5 FEET OF THE SOUTH 812.6 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., 100 FEET DISTANT EAST OF THE NORTHWFST (:ORNFR OF SAID SUBDMSION: THENCE SOUTH 01'27'30" WEST 200 FEET TO THE TRUE POINT OF BEGINNING OF THE SOUTHERLY LINE OF THE EASEMENT HEREIN DESCRIBED; THENCE SOUTHWESTERLY TO A POINT ON THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH (STATE ROAD NO. 1) WHICH POINT IS 250.50 FEET SOUTHERLY AS MEASURED ALONG SAID HIGHWAY FROM A POINT IN THE EAST MARGIN OF SAID HIGHWAY DISTANT 23.40 FEET, MORE OR LESS, WEST OF THE WEST UNE OF THE SUBDIVISION HEREIN DESCRIBED AND ON THE NORTH LINE THEREOF AS THE SAME IS PRODUCED WESTERLY; SITUATE IN THE CITY OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL B: THE NORTH 185.90 FEET OF THE SOUTH 430.9 FEET OF THE WEST 505 FEET OF THE EAST 1,031 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF WASHINGTON STATE HIGHWAY NO. 1 (PACIFIC HIGHWAY SOUTH); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING , STATE OF WASHINGTON. TITLE PARCEL C: LOTS 1 THROUGH 6 INCLUSIVE, CHERRY LANE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON; TITLE PARCEL D: THE SOUTH 245 FEET OF THE WEST 505 FEET OF THE EAST 1031 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., LYING EASTERLY OF THE STATE HIGHWAY NO. 1; EXCEPT THE SOUTH 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY INSTRUMENT RECORDED UNDER RECORDING NO. 1158645; AND EXCEPT THAT PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., LYING SOUTHWESTERLY OF THE ARC OF A CIRCLE HAVING A RADIUS OF 12.5 FEET WHICH IS TANGENT TO THE NORTH RIGHT OF WAY LINE OF SOUTH 144TH STREET AND THE EAST RIGHT OF WAY UNE OF PACIFIC HIGHWAY SOUTH, CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 7409040396; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL E: LOT A OF SHORT PLAT NO. 90 -9 -SS. RECORDED UNDER RECORDING NO. 9010240314, BEING A PORTION OF LOT 7, CHERRY LANE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON; TITLE PARCEL F: LOT B OF SHORT PLAT NO. 90 -9 -SS, RECORDED UNDER RECORDING NO. 9010240314, BEING A PORTION OF LOT 7, CHERRY LANE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON; TITLE PARCEL G: THE NORTH 220 FEET OF LOT 7, CHERRY LANE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 132 FEET THEREOF; TITLE PARCEL H: LOT 7, CHERRY LANE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 220 FEET THEREOF; AND EXCEPT THE SOUTH 84 FEET THEREOF; TITLE PARCEL I: THE SOUTH 84 FEET OF LOT 7, CHERRY LANE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON; TITLE PARCEL J: THE SOUTH 65 FEET OF THE NORTH 185 FEET OF THE SOUTH 414.5 FEET OF THE WEST 100 FEET OF THE EAST 120 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W M, EXCEPT 42ND AVENUE SOUTH RIGHT-OF-WAY, AS WIDENED BY DEED RECORDED UNDER RECORDING NO 5596214, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL K: THAT PORTION OF THE NORTH 105.12 FEET OF LOT 13 LYING EASTERLY OF STATE ROAD NO 1 IN BLOCK 2 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, EXCEPT THOSE PORTIONS OF LOT 13 CONVEYED FOR ROAD PURPOSES TO KING COUNTY, STATE OF WASHINGTON, RECORDED UNDER RECORDING NO 7501150141 AND TO THE STATE OF WASHINGTON RECORDED UNDER RECORDING NO 9603260430, RECORDS OF KING COUNTY, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL L THE WEST 60 FEET OF THE NORTH 83 FEET OF LOT 14 IN BLOCK 2 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL M: THAT PORTION OF LOTS 13 AND 14 IN BLOCK 2 OF ADAM HOME TRACTS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 60 FEET EAST AND 159 FEET NORTH OF THE SOUTHWEST CORNER OF TRACT 14; THENCE WESTERLY 100 FEET; THENCE NORTHERLY 26 FEET; THENCE WESTERLY 78.51 FEET TO THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH; THENCE NORTHEASTERLY ALONG SAID HIGHWAY 23.74 FEET; THENCE EASTERLY 109.85 FEET; THENCE NORTHERLY 22.20 FEET; THENCE EASTERLY 60 FEET; THENCE SOUTHERLY 70.60 FEET TO POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL N: THAT PORTION OF LOTS 12, 13 AND 14 IN BLOCK 2 OF ADAMS HOME TRACTS DESCRIBED AS FOLLOWS: BEGINNING 60 FEET EAST AND 125 FEET NORTH OF THE SOUTHWEST CORNER OF TRACT 14; THENCE WESTERLY 198.14 FEET TO THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH; THENCE NORTHEASTERLY ALONG SAID HIGHWAY 63.02 FEET; THENCE EASTERLY 78.51 FEET; THENCE SOUTHERLY 26 FEET; THENCE EASTERLY 100 FEET; THENCE SOUTHERLY 34 FEET TO POINT OF BEGINNING. ALTA / ACSM LAND TITLE SURVEY SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL 0 LOT 14 IN BLOCK 2 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY; EXCEPT THE WEST 60 FEET THEREOF, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL P: THE WEST 28.6 FEET OF LOT 15 IN BLOCK 2 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL Q: LOT 15, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS PAGE 31, IN KING COUNTY, EXCEPT THE WEST 29.5 FEET THEREOF; AND EXCEPT THE SOUTH 11.5 FEET THEREOF; AND EXCEPT THE EAST 3.0 FEET THEREOF. SPECIAL EXCEPTIONS: (PER PACIFIC NORTHWEST TITLE COMPANY ORDER NO. 1164187, SECOND REPORT DATED FEBRUARY 28, 2012 AT 8:00 A.M.) 1. LIEN OF THE REAL ESTATE EXCISE SALES TAX AND SURCHARGE UPON ANY SALE OF SAID PREMISES, IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR THE CITY OF TUKWILA IS AT 1.78%. LEVY/AREA CODE: 2413 AND 2401 (NOT-PLOTTABLE) GENERAL TAX NOTE 2. THE PROPERTY HEREIN DESCRIBED IS CARRIED ON THE TAX ROLLS AS EXEMPT; HOWEVER, IT WILL BECOME TAXABLE FROM THE DATE OF TRANSFER TO A TAXABLE ENTITY. (NOT-PLOTTABLE) GENERAL TAX NOTE 3. GENERAL TAX EXCEPTION FOR YEAR 2012 (NOT-PLOTTABLE) 4. GENERAL TAX EXCEPTION FOR YEAR 2012 (NOT-PLOTTABLE) 5. GENERAL TAX EXCEPTION FOR YEAR 2012 (NOT-PLOTTABLE) 6. MEMORANDUM OF LEASE: LESSOR: FREDRICK W. MCCONKEY DBA MCCONKEY ENTERPRISES LESSEE: BRIAN SINGH HARE AND JASWINDER PABLE DBA INTERNATIONAL INDIAN CUISINE DATED: AUGUST 13, 1999 RECORDED: AUGUST 16, 1999 RECORDING NO.: 19990816000531 AFFECTS: PARCELS K AND L (NOT-PLOTTABLE) 7. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENT ON PERSONAL PROPERTY AND RIGHTS OF TENANTS, AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. (NOT-PLOTTABLE) 8. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: THE STATE OF WASHINGTON PURPOSE: TO EXTEND SLOPES, GRADES OR EMBANKMENTS AREA AFFECTED: PORTION OF PARCEL N RECORDED: MARCH 08, 1930 RECORDING NO.: 2591475 (PLOTTED HEREON) ONLY OVER LOT 12 9. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: FOR: DRAINAGE PIPES AREA AFFECTED: PORTION OF PARCEL M DISCLOSED BY INSTRUMENT RECORDED: JULY 03, 1947 RECORDING NO.: 3702188 (NOT-PLOTTABLE) BLANKET IN NATURE OVER A PORTION THE WEST 60' OF LOT 14, AREA GENERALLY PLOTTED HEREON. 10 EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: KING COUNTY WATER DISTRICT #38 PURPOSE: SEWERS AREA AFFECTED: PORTION OF PARCEL P RECORDED: NOVEMBER 18, 1947 RECORDING NO.: 3745751 (NOT-PLOTTABLE) BLANKET IN NATURE OVER A THE WEST 28.6' PF LOT 15 11. EASEMENT PROVISIONS, COVENANTS, CONDITIONS, RESTRICTIONS, DEDICATIONS, AGREEMENTS, NOTES AND OTHER MATTERS AS CONTAINED IN THE PLAT OF CHERRY LANE RECORDED IN VOLUME 48 OF PLATS, PAGES 21, IN KING COUNTY, WASHINGTON. AFFECTS: PARCELS Co E, F, G, H AND I (NOT-PLOTTABLE) 12. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: FOR: DRIVEWAY AREA AFFECTED: WEST 10 FEET OF PARCEL 0 DISCLOSED BY INSTRUMENT RECORDED: MARCH 25, 1948 RECORDING NO.: 3785994 (PLOTTED HEREON) 13. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: F. M. LONG, ET UX, AND KING COUNTY WATER DISTRICT #38 DATED: JANUARY 31, 1948 RECORDED: OCTOBER 10, 1952 RECORDING NO.: 4280075 REGARDING: CONNECTION TO DRAINAGE LINE AFFECTS: PARCEL P (NOT-PLOTTABLE) 14. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: WILLIAM MANNING, ET AL, AND KING COUNTY WATER DISTRICT #38 DATED: MAY 28, 1949 RECORDED: OCTOBER 10, 1952 RECORDING NO.: 4280076 REGARDING: SEWER LINE MAINTENANCE AFFECTS: PARCEL P (NOT-PLOTTABLE) BLANKET OVER SOUTHERLY PORTION OF LOT 15 15. DRAINAGE RELEASE AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: JOHN A. DEAN, ET UX, AND KING COUNTY DATED: FEBRUARY 03, 1953 RECORDED: FEBRUARY 11, 1953 RECORDING NO.: 4314485 REGARDING: CONSENT TO THE NATURAL FLOW OF SURFACE WATER FROM THE PLAT OF CHERRY LANE TO BE CARRIED IN ITS NATURAL CHANNEL ACROSS THE SUBJECT PROPERTY AND TO HOLD KING COUNTY BLAMELESS FOR ANY DAMAGE THAT MAY BE CAUSED BY SAID DRAINAGE FLOW. AFFECTS: PARCELS E THROUGH I (APPROXIMATELY SHOWN) SEE THE LOCATION OF THE DRAINAGE CHANNEL ON SHEET 2 16. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: VAL VUE SEWER DISTRICT PURPOSE: A GRAVITY SANITARY SEWER LINE OR LINES AREA AFFECTED: PORTION OF PARCEL D RECORDED: JANUARY 02, 1958 RECORDING NO.: 4862270 (PLOTTED HEREON) 17. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: VAL VUE SEWER DISTRICT PURPOSE: A GRAVITY SANITARY SEWER LINE OR LINES AREA AFFECTED: PORTION OF PARCEL A RECORDED: JANUARY 08, 1958 RECORDING NO.: 4863932 (PLOTTED HEREON) 18. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: VAL VUE SEWER DISTRICT PURPOSE: A GRAVITY SANITARY SEWER LINE OR LINES AREA AFFECTED: PORTION OF PARCEL A RECORDED: JANUARY 08, 1958 RECORDING NO.: 4863933 (PLOTTED HEREON) 19. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: JUNE 13, 1963 RECORDING NO.: 5593214 GRANTEE: KING COUNTY AFFECTS: PORTION OF PARCEL J (NOT-PLOTTABLE) BLANKET SLOPES OVER TITLE PARCEL J, WHICH IS NOT A PART OF THIS ALTA. 20. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: KING COUNTY PURPOSE: SLOPES AREA AFFECTED: PORTION OF PARCEL 0 RECORDED: JUNE 19, 1974 RECORDING NO.: 7406190219 (PLOTTED HEREON) 21. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: KING COUNTY PURPOSE: SLOPES AREA AFFECTED: PORTION OF PARCEL Q RECORDED: JUNE 19, 1974 RECORDING NO.: 7406190221 (PLOTTED HEREON) 22. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: SEPTEMBER 04, 1974 RECORDING NO.: 7409040396 GRANTEE: KING COUNTY AFFECTS: PORTION OF PARCEL D (NOT-PLOTTABLE) BLANKET IN NATURE 23. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: KING COUNTY PURPOSE: SIDEWALK AREA AFFECTED: PORTION OF PARCEL D RECORDED: SEPTEMBER 04, 1974 RECORDING NO.: 7409040397 (PLOTTED HEREON) 24. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: THE CITY OF SEATTLE PURPOSE: ELECTRIC TRANSMISSION AND DISTRIBUTION LINE FACILITIES AREA AFFECTED: PORTION OF PARCEL D RECORDED: NOVEMBER 01, 1974 RECORDING NO.: 7411010445 (DOESN'T AFFECT) DESCRIPTION IS WEST OF INTERNATIONAL BLVD. 25. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: KING COUNTY PURPOSE: SLOPES AREA AFFECTED: PORTION OF PARCEL L RECORDED: NOVEMBER 12, 1974 RECORDING NO.: 7411120163 (PLOTTED HEREON) 26. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: KING COUNTY PURPOSE: SLOPES AREA AFFECTED: PORTION OF PARCEL K RECORDED: NOVEMBER 13, 1974 RECORDING NO.: 7411130393 (DOESN'T AFFECT) AREA NOW IS WITHIN PUBLIC R/W 27. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: JANUARY 15, 1975 RECORDING NO.: 7501150141 GRANTEE: KING COUNTY AFFECTS: PORTION OF PARCEL K (NOT-PLOTTABLE) BLANKET IN NATURE 28. CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NUMBER 7611029008, IN KING COUNTY, WASHINGTON. AFFECTS: PARCELS 0 AND P (PLOTTED HEREON) 29. CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NUMBER 8001239002, IN KING COUNTY, WASHINGTON. AFFECTS: PARCELS B AND C (NOT-PLOTTABLE) 30. RIGHT OF ENTRY AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: TCI CABLEVISION OF WASHINGTON, INC., AND LEO MALFAIT RECORDED: JULY 01, 1988 RECORDING NO.: 8807010903 AFFECTS: PARCEL D (NOT-PLOTTABLE) 31. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: VAL VUE SEWER DISTRICT AND THOMAS M. AND BARBARA L WHITLEY DATED: SEPTEMBER 06, 1988 RECORDED: SEPTEMBER 26, 1988 RECORDING NO.: 8809260958 AFFECTS: PARCELS G, H AND I (NOT-PLOTTABLE) 32. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN SHORT PLAT NO. 90 -9 -SS : RECORDED: OCTOBER 24, 1990 RECORDING NO.: 9010240314 AFFECTS: PARCELS E AND F (NOT-PLOTTABLE) 33. CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NUMBER 9210079005, IN KING COUNTY, WASHINGTON. AFFECTS: PARCEL J (NOT-PLOTTABLE) 34. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: PURPOSE: GAS LINE AREA AFFECTED: PORTION OF PARCEL I RECORDED: MARCH 21, 1994 RECORDING NO.: 9403212327 (PLOTTED HEREON) 35. UNRECORDED AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: KING COUNTY LIBRARY SYSTEM AND SCOTT BURDINE DATED: OCTOBER 1, 1992 DISCLOSED BY INSTRUMENT RECORDED: DECEMBER 22, 2000 RECORDING NO.: 20001222000514 AFFECTS: PARCEL J (NOT-PLOTTABLE) AFFECTS TITLE PARCEL J, WHICH IS NOT A PART OF THIS ALTA. 36. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: RESERVED BY: THE HOUSING AUTHORITY OF THE COUNTY OF KING PURPOSE: PARKING AREA AFFECTED: PORTION OF PARCEL Q RECORDED: JUNE 14, 2002 RECORDING NO.: 20020614001446 SAID EASEMENT IS FURTHER CLARIFIED BY INSTRUMENT RECORDED UNDER RECORDING NO. 20070330001697. (PLOTTED HEREON) VICINITY MAP N.T.S SURVEYOR'S CERTIFICATION: TO: THE CITY OF TUKWILA, A MUNICIPAL CORPORATION & PACIFIC NORTHWEST TITLE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS AND INCLUDES ITEMS 5, 7(61)(C), 8, 9, 11(A)(B), 16, 17 AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED IN MARCH, 2012 DATE OF PLAT OR MAP: MARCH 15, 2012 7/9/12 BRIAN D. GILLOOLY, P.L.S./ DATE WASHINGTON REGISTRATIONO. 46315 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DMSION C 0 U) > a) a) 0 0 z w ac LLJJ N U co z T z ed T CU w co II- w CO z cc cc0 z CO N O_ I - z 0 z U) >- z 0 U z U ' C/ \y- RASi/ 40 / D , ��, d gam. '.,� •. ,� 4,1 63150 /OA/ A t L ANS S� 7/9/12 / i L 0 L C o N PII r 0 I 0 U 0 a) C 0) U) a) ci 0 0 C 0 ci v a� U 0 L U CD 0 W 0 a Cl. 18215 72ND AVENUE SOUTH ICj N O N 00 N 0) CO Q I LC) N X (NI CO I•-• 00 Lf) N 1—z CN1 (NI Lf) LCD _w 0 z_ zCr z w gN O- W O CC w _z U (n z w z ED - z w Job Number LO Lid to r CO w T"" 0 RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER File:P:\15000s\15255 \survey\ 15255tA01.dwg 35TH AVE S S 140TH ST S 141ST ST S 142ND ST p pi om, 'VAVA O /u PM 1 SITE 42ND AVE S S 144TH ST 2 / a s S 146TH ST SURVEYOR'S CERTIFICATION: TO: THE CITY OF TUKWILA, A MUNICIPAL CORPORATION & PACIFIC NORTHWEST TITLE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS AND INCLUDES ITEMS 5, 7(61)(C), 8, 9, 11(A)(B), 16, 17 AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED IN MARCH, 2012 DATE OF PLAT OR MAP: MARCH 15, 2012 7/9/12 BRIAN D. GILLOOLY, P.L.S./ DATE WASHINGTON REGISTRATIONO. 46315 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DMSION C 0 U) > a) a) 0 0 z w ac LLJJ N U co z T z ed T CU w co II- w CO z cc cc0 z CO N O_ I - z 0 z U) >- z 0 U z U ' C/ \y- RASi/ 40 / D , ��, d gam. '.,� •. ,� 4,1 63150 /OA/ A t L ANS S� 7/9/12 / i L 0 L C o N PII r 0 I 0 U 0 a) C 0) U) a) ci 0 0 C 0 ci v a� U 0 L U CD 0 W 0 a Cl. 18215 72ND AVENUE SOUTH ICj N O N 00 N 0) CO Q I LC) N X (NI CO I•-• 00 Lf) N 1—z CN1 (NI Lf) LCD _w 0 z_ zCr z w gN O- W O CC w _z U (n z w z ED - z w Job Number LO Lid to r CO w T"" 0 RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER File:P:\15000s\15255 \survey\ 15255tA01.dwg ► 1 1 1 ► 1 1 _ L S. 142ND ST. CB20 P(OH) POWER Vii\ULT GATE w CB21' LIGHT POLE W/JBOX C41 U W TEL. JBOX LIGHT POLE W/JBOX J z 0 ALTA / ACSM LAND TITLE SURVEY POWER PoLr- ' —" — -SIGN- CB22 W/ANCHOR FTE HYDRANT 1 W/VALVE BOLLARD TEL. JBOX LIGHT POLE W/JBOX ► /TREE WELL (TYP) TEL. 1 MANHOLE LOT 7 PLAT OF QMNES I ©LARK'S GARDEN ADDITDON LIGHT POLE W/JBOX VOU S, PG.112 LIGHT POLE W/JBOX FIRE HYDRANT _ __ __W/VALVE WATER METER LIGHT POLE W/JBOX TREE WELL (TYP) SIGNAL POLE JBOX LIGHT POLE W/JBOX JBOX POWER VAULT FIRE HYDRANT W/VALVE BOLLARD JBOX GAS VALVE LIGHT POLE W/JBOX TREE WELL (TYP) POWER CABINET SHEET3 LIGHT POLE W/JBOX POWER MANHOLE POWER VAULT TEL. JBOX TEL. JBOX LIGHT POLE W/JBOX // JBOX 00 0 I 13 I I- CB1 W U W U - z 0 TREE 1NELL (TYP) TREE WELL (TYP) I TREE WELL (TYP) 400 20' APPURTENANT INGRESS & EGRESS EASEMENT / REC.N0.20021113002063 FOUND 1" IRON PIPE/NO CAP 0.08' S. & 0.16' E. OF COR. 001; POWER, MANHOLE+4` O BLOCK (m'P) ...,,,.'1E,CEDAR 4" XI !J:r L2. II � 1 CURB 10.01SW. OF PROP. LINE CU6.'S 3F PROPRB 6 . LINWE CEDAR 5" 111 POWER11 MANHOLE POWER i VAULT OX ' FIRE j HYDRANT NO -PARKING WATER VALVE(2) .#.# I1111.15°,1 ill I 11 OUND 5/8" I REBAR CAP ILLEGIBLE 3' N. & 0.1' E COR 0 -PARK SIGN SS • N8724'40W / ' 58.48' 'S00'29'20"W` ECO BLOCKS' / 11.45' (TYP -- - 1.•`1.'• ; +• 87'35'31,"W 9.96' 5' ;SEWER EASEMENT RE i N0.4863932 SS 15' SEWER EASEMENT REC.N0.4863933 7" S S87'35`31 "E 130.94' N8735'31 "W - ECO BLOCK (TYP) SS ROWER PO E W/LUMINAIRE" & ANCHOR 8" DI. CULVERT (E=286.05' 13.98'CB1 2 DI. CULVERT IE=285.93' BOLLARD /" (r'P). ..:• . piczrze� I �. ----. KE�Y�S�TONE'�NALL1 • 1; -c 1rQ 3" I \. . KEYSTONE WALL W/CEDAR 6" SIGNAL POLE ALK SIGN /1-4749„„09 " l 00' L= 7.82' EC BLOCK (TYP) BOLLA•.P _Cp I+C.._RETAININ' WALE.__ t .I' S8733"47` FOUND 5/8" REBAR/CAP LS#23504 0.35' N. & 0.35' E. OF COR. FOUND 1/2"2ss \ REBAR/NO CAP 'N.IFC NO -PARK SIGN SSMH2 CB 2 R. 0 15 20 60 SCALE: "1"=30' ,�,' • N8T35'3.1'1N ,11792'': ++L.� .;r,-,�•- FOUND '1•/2" LOT ,'��I\\ '". REBAR/CAP • . • ''LIGHT • •LOT LIGf�T � rcllen, n ON PROP. •LINE . �D%{}T- • ' CEDAR(3) •• A=82'4910911" • • ti• R=40.00' • •L=57.82' ECO..BLOCK (NP) .• DECIDUOUS(3) 5"/r/3.7 • 0.11'.... • .. CO (o .. CEDAR. POWER MAETER VAULT, + •CONC, RETAINING • WALL W/, CHAINLINK . • • : •' • b1 9 FENCE • • • 1.'0 . . +�y. • POWtR • ., • POLE. S87'35'49'E 105.11' •NO ;TRESSPASSIN '•SIG / R=1960." / FOUND 1 3/4"'. •IRON •PIPE/ - ' • NO .CAP 0.1'''S. I • . OF' 'COR..;( � I ar ' 2" CONC. •' CULV ° • I 284.96' I. rE'CIDUQUS(2).4' .DECIDUOU$ ••• DECID000S.'57. 'DECIDUOUS FOUND 1/2" REBAR/CAP LS#6422 0.14' N. OF COR. BLD. 4.9' E. OF PROP. LINE FOUND 1/2" IRON PIPE/NO CAP 0.27' E. OF COR. BLD. 4.9' E. OF PROP. LINE ///7///. C. CULVER 89' N87'3513114 117.92' 290 fi +�1 G . ECO' BLOCK r\ 1 A -1- /\ r— ,.• I „ 1 1 I I•- 1 L- Imo\ \• 1 POWER MANHOLE • -r rY 1 1 1 1 L- \, 1 N N Io O U3 /\I Ir—r\r\1/ 1 A A 1r- - e - -Fr hr Y I /11\1 F. \/ 1 1L..1%11 1 L- I -I I Y L- Y/ 1 / ♦i )\ L - . / ♦ • r♦ ,S •\ F• ;/ . POWER METER • LIGHT /POLE XWALK SIGN /.. • NO'TRESSPASS ' • o N LIGHT POL 12" CONC. CULVERT IE=284.85' N87351317'W 117.92' CEDAR • • 32" MAPLE 28" 711 co • MAPLE 24'' SHEET3 NOT A PART • 6315 L • 7/9/12 TLE SURVEY Title: ALTA / ACSM LAND cc cc ce cn LJ Z CC 0 ,47 CD itt CC CC a. KING COUNTY WASHINGTON CITY OF TUKWILA REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila UILDING DIVISION RECEIVED TY OF TUKWILA JUN 2 1 2013 PERMIT CENTER 15 a) a) co 0 0 0 0 a) 0 72ND AVENUE CN 00 CD N 00 N CD CC) CN CN 00 00 CN CNI w Job Number to a) co 0 b(6 -:12.t Cot File:P:\ 15000s\15255\survey\ 15255tA01.dwg ALTA / ACSM LAND TITLE SURVEY LIGHT POLE W/JBOX TREE WELL (TYP) SHEET2 POWER CABINET POWER MANHOLE DECIDUOUS ,6." • Fi F- Fr Fr Y • 11 L- 1, 1 , 1 F' `-. '; I I . L.. I SHEET2 LIGHT POLE W/JBOX POWER MANHOLE POWER VAULT TEL. JBOX LIGHT POL 12" CONC. CULVERT IE=284.85' CEDAR TEL. JBOX LIGHT POLE W/JBOX GAS VALVE MAPLE 28" SEWER �",STU B CEDAR 43 • 58735'54"E ' 105,11: . SCALE: 1"=30' POWER GROUND RODS LIGHT POLE W/JBOX SIGNAL PEDESTAL CONC WAL LIGHT POL W/JB0 WATER VALVE POWER / MANHOLE • CROSS WALK / H/C WER RAMP :yE�T 'I 83 PI: 466+31.06 742'23" • 'moi • ��.\• +I15s�1 ji 292 3'I SIDEWALK EASE<�EN------y--- NO TRESSPASS w R.NO.7409040347 SIGN LIGHT1 POLE // WOO /F NCE 1'16 W/J OX +.0°0.57' +.o61" / TEL. N8735'3 "W 175.81' TEL. CB540 W TER M ER DELI +1°- -32" \ POWER1 A=90'57'05" POLE R=20.00' +�t� STOP L=31.75' SIGN POPLAR +19•yi DECIDUOUS 6" DECIDUOUS 17" DL10 S 31 "DECIDUOU 16 � ' N8 35'31 "W 84.78' FIR 18" + co 3X DECIDUOUS 8" SEE EXCEPTION NO. 13 REC.N0.431448 REGARD' G \ EASEMENT &LEASE 0 DAMAGES FOR NATURAL FLOW OF THE DRAINAGE CHANNEL +16tPt CONIFER 28' A=89'02'5" +16''1 R=20.00' L=31.08' I +•°,6 DE IDUOUS 8" P�PLAR 32" �. qb NO-PAR SIGN A9 H/C RAMP 5' GAS EAEM ENT REC.N0.9403g12327 WO D'FENCE 1.5' E. /OF PROP. LINE +.OP POP R(2) 36"&t 24" / POPLAR 3 R/W PER 9510190955 POWER POLE H9 + H/C}RA1 IGNAL BOXES SIG � POLE .;LIGHT LE ,W/k-1/3 / TEL + ,1VAULT•''(€MPTY) ' H/C 'RAMP N8735' 387.82' SSMH14 POWER MANHOL;, yq 111' /C RAMP x TEL. WAT JBOX SS POPLAR 45" POPLAR 48" FOUND 1/2" CABLE VAULT REBAR/CAP TEL. LS#22341 VAULT WATER METERS STOP SIGN POWER JBOX SIGNAL BOX POWER GROUND ROD IGNAL L 49 POWER `_= MAN POLE PLANTER S01'27'24"W 30.00' _0 POWER c AULT';', NHOLES CB N8735'311W 242.46' c...• POW:R - ----- MANHOL 5„ SLOPE SEAS E ITT tC.NO.741.U2Q,t63 SPEED LII IGN SLOPE EASEMENT REC.N0.7406190 -C.'2g0. INK FENCE SIGN FOUND 1/2" ATER METER + REBAR/CAP ' ,. J (' 3' SLOPE EASEMENT 6 -LS#32506 I NO.7406190221 + N8735'31" 1► U + , 'z° 96.20' +,�'' o l CEDA (3 -- (18") SIGNAL POLE JBOXES(2) 4.P, 2 • F T;IRS I Pr OUND"` ' FOUND CASED 3/8" EBAR 0.1 COPPER NAIL /WPUNCH OF COR. DOWN 0.8' HELD FOR CENTERLINE 41ST AVE S 12.4'':' 15.8' N DRIVEWAY SPEED LIMIT POWER JBOX SIGN / (EMPTY) WATER METER TEL. JBOX INVERT 2 FF4301. TEL. MANHOLE LIGHT POLE W/JBOX LIGHT POLE OFITOR N 735'31"W W TEL. MANHOLE ALK 1.5' POW R VA LT EC BLOCK BLANKET GHTS FO13 AINAGE PES Ff3M4 SEPTIC OR ESSPOOL REC.N0.3702 88 (BENEFITS LO K) I N87'39'54"W 100.00' CHAINLINK FENCE +I,,' 0.9' GAP IOVERHANG + ` 1r7- STING/+1'6 /BUILDING I / FOOTPRINT4� 1 I j FF=285.30'', 1 i rs / -I- 1.e,1 I I 1 A A r ♦ . A 1/ I I I I I I I` o, 1 I I LIGHT POLE W/J BOX WATER VAULT WATER METER /�► , \ N$7'39'54 198.12' _.-- WATERMETER , 1.1 AINfC INCE I %777-//iii/;7'7-//777/77T/ BUILDING 13.0' EXISTING BUILDING I S. OF PROP. LINE CHAINLINK FENCE 0.7 S. OF PROP. LINE BUILDING -H HEIGHT 16.5' TEL RISE FIRE HYDRANT W/VALVE LIGHT! POLE W/JBOX TREE WELL (TYP) 10'1SLOPE EASEMENT REO.N0.2591475 SIGNAL (ONLY OVER LOT 12) JBOX ATE1 / EXISTING ,\,,c,,,I BUILDING / FOOTPRINT', FF=286.67' J /,,,,,, r 895±S.F. / POWER POLE 8 STALLS PARKING EASEMENT GATE REC.N0 200206.14b01446 +��t AMENDED BY REC.NO. FOUND 20979,;30001691.____TACK/WASHER ` 10 STALLS CiN-P�OP UNE - i,HAINLTNR-FE +0'61 -0°'° H/C 10' DRIVEWAY EASEMENT IPOiI:NO� 3785994 & X61 10' SEWERNEASEMEI'e REC.N0.761 029008 FENCE 10.0 E. OF PROP. ��ee LINE TREE WELL (TYP) LIGHT POLE W/JBOX SIGNAL BOX POVAULT VAULT 3 RETAINING WALL ON PROP. LINE LIGHT POLE W/JBOX E. LINE W. 28.6' + JBOX SSMH17 FOUND 1/2" REBAR/CAP LS#6012 BASKET BALL COURT 1.8' S. OF PROP. LINE .0° CONC. WALL +10 FOUND W/CHAINLINK FENCE LEAD/TACK,,,0 LIGHT POLE W/JBOX POWER MANHOLE POWER VAULT TS SSMH12 SSMH13 PEDSTRIAN SIGN INVERT 3 INVERT 4 CBI CB (SOLUD) 288.01 6" ADS SW=284.96' 8" ADS W=284.59' CB2 CB (SOLLID) 300.58 12" ADS N=296.58' 12' ADS S=296.58' 1 CB3 CB (SOLLID)_301.11 CB (SOLUD) 1302.06 18" ADS N=296.91' 18' ADS S=296.91' 12' DI W=297.91' 1 I CB4 CB5 CB (SOLUD) 304.04 UNABLE 1D OPEN I CRR CR (SOLLID) 1304.24 12" ADS N=30092' 12" ADS 5E=300.92' 12" ADS W-300.93' 6' PUC W -300.9x' 6' PUC W -300.9I' CB7 CB (SOLUD) 1303.15 8' Dl NW=300.7' 12" ADS E=299.8' 8' DI SW=299.85' CB8 CB (SOLLID) 1310.64 12' ADS E=30719' 8' PVC W=307.79' 8" DI S=307.39' 8' ADS NW=307.54' CB9 CB (SOLLID) '305.90 18" ADS N=301.6' 12' ADS S=302.25' 12" DI SW=303.05' 1 CB1O CB (510) 1290.92 FULL OF DIRT 1 CB11 CB (SID) 1288.08 8" DI E=286.48' 1 C812 CB (STD) 128716 1 CB13 CB (STD) 1286.70 12" CMP S=284.92' 8" CMP NE=285.1' 1 CB14 CB (SID) 1287.76 CB15 CB (SID) 1286.77 12' CMP N=284.98' 12' CMP S=284.94' CB16 CB (SID) :289.88 12' ADS N=286.48' 12" ADS S=286.48' 1 CB17 CB (SID) ' 287.95 12" ADS N=284.12' 12' ADS S=284.12' 8' ADS E=284.25' I CB18 CB (STD) 1285.33 24' ADS N=280.58' 24" ADS S=280.58' 1 CB19 CB (STD) 1283.95 24" ADS N=279.3' 24" ADS S=279.3' CB20 CB (SID) 1288.91 12" ADS E=286.56' 12" ADS W=286.56' CB21 CB (5113) 1289.15 12" ADS S=286.18' CB22 CB (5ID) i 288.48 I CB23 CB (S1D) ' 286.64 12" ADS SE=283.41' 12' ADS W=283.41' 6" PVC SW=284.12' 1 CB24 CB (STD) 1 287.01 12' ADS NW=282.09' 24" ADS N=282.09' 18' ADS SW=283.01' I CB25 CB (SID) 1 293.91 12' ADS N=290.49' 12" ADS S=290.49' 1 CB26 CB (SID) 1 290.17 18" ADS N=286.39' 18' ADS S=286.42' 8" ADS W=286.47' CB27 CB (5713) 1292.14 18" ADS 11=288.34' 18' ADS S=288.34' 12" ADS NW=288.44' C528 CB (STD) 1 299.11 12" ADS N=295.66' 12' ADS S=295.66' t CB29 CB (STD) ; 297.02 12' ADS N=293.52' 12" ADS S=293.52' 12' ADS E=293.62' 1 CB30 CB (SID) ' 301.93 8' CONC N=295.22' 8' CONC S=295.28' 8' CONC W=295.58' I CB31 CB (SID) ' 298.34 18' ADS N=294.44' 18' ADS S=294.44' 12" ADS W=294.99' 1 C1332 CB (SID) 1294.27 18" ADS N=290.82' 18" ADS 5=290.82' 12' ADS SW=290.97' 1 CB33 CB (S1D) 1303.32 8' DI SE=301.02' 12" DI NW=301.02' C834 CB (STD) 1 302.41 18" ADS N=299.06' 18" ADS SE=299.06' 12" ADS W=299.53' CB35 CB (STD) 309.92 12" ADS N=30647' 12' ADS S=306.47' 12" ADS W=306.47' 1 CB36 CB (STD) 30739 12" ADS N=304.01' 12" ADS 5=304.04' 1 CB37 CB (SID) 303.75 18' ADS N=300.52' 18" ADS S=300.52' 1 C638 CB (SID) 308.86 12' ADS N=305.86' 12' ADS S=305.86' I C839 CB (SID) 306.98 12' ADS N=303.78' 12' ADS S=303.78' 12" ADS E=303.88' 1 CB4O CB (SID) 304.98 12' ADS N=301.48' 12" ADS S=301.58' CB4I CB (STD) 302.28 12' ADS N=298.73' 12" ADS 5=298.73' CB42 CB (STD) 291.06 8' PVC N=289.46' 12" CUP 5=288.98' 1 CB43 CB (SID) I 288.32 12" CMP N=286.27' 12" CUP 5=286.27' 1 CB44 CB (SID) 287.98 12' DI S=28558' 12" CONC N=285.58' 12' CONC E=285.48' 1 CB45 CB (STD) 288.47 12' CONC SSE=286.77 I CB46 CB (STD) I 288.93 12" DI E=286.89' CB47 CB (S1D) 1 288.59 12" CMP W=285.04' 12' CONC NNW=285 04' 18" ADS SE=284.44' CB48 CB (SID) 1 28757 12' CMP E=285.62' 12' CMP W=285.62' 12' CONC N=285.62' 1 CB49 CB (SID) ' I 287.80 18' CONC N=283.35' 18' CONC S=283.25' 1 CB50 CB (STD) 28Z62 12' ADS N=285.84' 12" CONC S=285.84' 1 CB51 CB (S1D) 1 285.96 FULL OF DIRT 1 CB52 CB (SID) 1 284.99 8" CONC NW=282.19' 12" CONC W=281.89' 12" CONC E=281.81' 8' CONC S=2152.09' CB53 CB (SID) I 291.04 12' CMP N=288.42' 11' CMP E=288.42' CB54 CB (SID) 1_ 291.08 8" PVC S=289.65' CB55 CB (SID) 1 289.19 12' CMP E=286.41' 12' CMP W=286.49' 12" CMP NE=286.41' I CB56 CB (SID) 285.33 8" CONC 5=283.08' 1 CB57 CB (STD) 1 296.97 12' ADS W=293.1' 1 CB58 SDMH 1 287.65 18' CONC N=282' 8' CONC SE=283.25' 18" CONC S=281.9' 1 SSMHY " SSMH-` -29360- --8" CONC E=27838'_ _ 8" CONC N=278.27' I 5SMH2 SSMH 1 287.70 8" CONC W=278.88' 8" CONC S=278.96' - "- -- - - -7 - - _ - __ _- __ _ - SSMH3 SSMH I 291.73 8" CONC N=277.22' 8' CONC S=277.34' SSMH4 SSMH 1 288.66 8' CONC N=276.62' 8' CONC S=276.69' 1 SSMHS SSMH 286.39 8' CONC N=279.19' 8' CONC S=279.44' 8" CONC W=279.24' I 5.SM/16 SSMH 1 289.37 8' CONC N=282.23' 8' CONC 5=282.29' 6" PVC W=283.67' 1 SSMH7 SSMH 1 294.67 8" CONC N=286.93' 8' CONC S=287.01' 1 SSMH8 SSMH 1 291.50 8" CONC N=283.95' 8" CONC S=284.03' SSMH9 SSMH I 301.77 18" ADS N=297.47' 18" DI S=298.67' I SSMHIO SSMH i 309.36 8' CONC N=301.36' 8' CONC S=301.44' 1 SSW/11 SSMH 289.26 12' CLAY E=279.04' 12' CLAY N=278.76' 12' CLAY W=279.04' 1 SS//112 SSMH 1 28757 8" PVC S=275.42' 8' PVC E=275.52' I SSMH13 SSMH I 288.41 8' PVC N=275.95' 8' PVC W=275.85' I SSMH14 SSMH 1 294.03 12' CONC S=281.03' 15' CONC E=280.93' 6' CONC W=281.66' SSMH15 SSMH 1 289.19 15' CONC W=280.64' 12' CLAY E=280.53' 8' CONC S=281.29' 8" CONC N=280.64' SSMH16 SSMH 1 286.10 6' PVC E=278.06' 8" PVC S=277.98' + SSMH17 SSMH 1 288.43 8' PVC N=282.13' 12' CONC E=281.96' 8" PVC 5=283' 1 0368 y STOP fid, SIGN ►:�G' SIGBOXNAL SIGNAL POLE AND SIGBOXNAL . • RECEIVED CITY OF TUKWIL JUN 2 1 2013 PERMIT CENTER 7/9/12 PARKING LEGEND Q# NUMBER OF STALLS IN ROW c COMPACT STALL = DESIGNATED LIBRARY PARKING STALLS THE SAMARA APARTMENTS PEDESTRIAN CONNECTION ROUTE, TYP. EASEMENT 10' WIDE TYPE II LANDSCAPE PERIMETER 10' WIDE TYPE IFLANQSCAPE PERIMETER (5' PLANTING & SIDEWALK) j_... NORMANDY COURT APARTMENTS 10' WIDE TYPE LANDSCAPE PERIMETER S 144th STREET LANDSCAPE PLAN SEE -SHEET P3.30 r- PROPERTY LINE 1 UPPER BUILDING OUTLINE, TYP. BUILDING B UNITS - 125 GARAGE PARKING STALLS - 86 4 EMPLOYEE PARKING STALLS _ IN GARAGE 41ST AVE S TO BE VACATED RIVERTON TERRACE The Village ARTwalk The Village ARTwalk will feature numerous forms of art, sculpture and photography created by members of the local art community. These art pieces will be prominently displayed at designated locations throughout Tukwila Village. ARTwalk will present art, sculpture and photography that are unique to the various cultures represented in this community. This could include the Foster High School art program and other local or regional art programs such as King County's "4Culture" programs. ARTwalk guide brochures can be produced for each new exhibit, illustrate the locations of the various art and sculpture work along with a description of the piece and a bio about the artist that created them. The ARTwalk work will be rotated on a schedule determined by the community management group. The work will be a combination temporary and permanent installations. Library parking required: 10,000 SF bldg. @ 4 stalls/1000 SF = 40 stalls @10% reduction = 36 stalls on-site PROVIDED: 32 surface + 4 garage = 36 stalls + 4 on -street = 40 total PEDESTRIAN CONNECTION ROUTE TYP. PARKING EASEMENT FOR KING COUNTY HOUSING AUTHORITY 0 J a . 2 p V / -J C) C C c13 CtS 0 and entitlement Melvin R. Easter - RLA, ASLA STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MELVIN R. EASTER CERTIFICATE NO.398 C GE ENTRY I 0 FIRE ACCESS LANE �a PROPERTY LINE Issue Dates • 05/28/13 -v BUILDING E \" H UNITS - 124 GARAGE PARKING STALLS - 80 K \I \\\\\ \\`. EXISTING BUILDING TO BE REMOVED 10' WIDE TYPE II LANDSCAPE PERIMETER LOADING STALL moniammaprat 10' WIDE TYPE II LANDSCAPE PERIMETER --PROPERTY LINE LIBRARY (BY OTHERS) BUILDING A SITE PLAN - SEE SHEET P2.0 EXISTING'BUILDING TO BE REMOVED.; PEDESTRIAN CONNECTION ROUTE TYP. TUKWILA VILLAGE PARKING GREAT BEAR MOTOR INN PHASE 1 PHASE 2 PARCEL A PARKING GARAGE = 85 SURFACE = 93 TOTAL = 138 PARCEL C PARKING GARAGE = 0 SURFACE = 11 TOTAL = 11 LIBRARY- PARCEL D SHARE PARKING ON PARCELS A,B,C PHASE 1 TOTAL = 149 STALLS PARCEL E PARKING GARAGE =49+ 80 =129 SURFACE = 29 SURFACE (KCHA) = 18 PHASE 2 TOTAL = 176 PHASE 3 PARCEL B PARKING GARAGE = 86 SURFACE = 34 PHASE 3 TOTAL = 120 REVIEWED FOR CODE COMPLIANCE APPROVED APR 06 2015 S. 144TH ON STREET PARKING = 18 STALLS SITE TOTALS = 445 + 18 (KCHA) = 463 STALLS PLAZA SITE PLAN - SEE SHEET P3.0 OWNER APPLICANT: Desc. BAR SUBMITTAL TUKWILA VILLAGE DEVELOPMENT ASSOCIATES, LLC W I- 5 CO Q 0 z T OD PROJECT #: LA -1113 FILE NAME: LA1113 -FILO DRAWN BY: CP/LP/MB RECEIVED CITY OF TUKWILA JUN 2 1 2013 OVERALL SITE PLAN PERMIT CENTER OVERALL SITE PLAN ° 15 30 60 90 1" = 30'-0" P1 .0 BAR SUBMITTAL Phone: 206.204.0507 B L General 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 2. NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS (1 WORKING DAY) IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. Legend in=s2 ommasLIMIT — SD w SD 1 �-1 / /1/ / N N \ N \ N. \ \\ \ N N \ N N. \ 1\\ %< V / \ v / �,� Ik, / \ \,/ \ \ -'�_,_ --, LIMITS OF CONSTRUCTION EX CONTOUR (INDEX) EX CONTOUR EX CURB AND GUTTER EX STORM DRAINAGE EX UNDERGROUND POWER EX WATER MAIN EX GAS MAIN PROPOSED CURB (BY OTHERS) PROPOSED STORM LINE (BY OTHERS) / ``•~ '1'-'-z`•---- . / � N `' '-'.. - � =..I •� '`y ~ rt.may/ / \ \ N / ~ •`" / Basis of Bearing THE BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83/91 PER CITY OF TUKWILA. CITY OF TUKWILA HORIZONTAL DATUM HORIZONTAL CONTROL POINT NO. 17 (S. 1/4 CORNER OF SEC. 15) WAS HELD FOR POSITION AND A LINE BETWEEN SAID POINT NO. 17 AND CITY OF TUKWILA HORIZONTAL CONTROL POINT NO. 1925 WAS HELD FOR ROTATION BEING NORTH 87' 35' 22" WEST. VERTICAL DATUM VERTICAL DATUM - NAVD 88 PER CITY OF TUKWILA THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF TUKWILA. CITY OF TUKWIILA CONTROL POINT NO. 17 (S. 1/4 CORNER OF SEC. 15) WAS HELD FOR ELEVATION, BEING 288.757'. // // // // �N � \� \ ~ ~ `N � — •-„,-/ / // >` \ •-•., �` = ,- /\ i \ \ PM T —.— /% -- \ \ \ \ \ \ \ f\ \ \ \ \ \ \ iI �\ \ \ \AI / N _I / ~-.~`NN\\ / \ \\/ �i' \ "7 \ LIMII�� ® ® ® LIMIT ommiri NEW CONCRETEI\SIDEWALK-,..., (BY OTHERS) 1 mom mosso ® LIMIT owe \ ®IIINIIIN 11111111101011 II rl.// 1 I/ L 1 1 1 1 1 I� 1 II 1 1 1I I / 1 I ------ I 1 1 1 f 7t / / ®" UNITY / / / / NEW CONCRETE PARKING LOT (BY OTHERS) SD L 4s llwn mon --\SD — SD / / LIMIT w— SD SD EL= -rrr. t,1MIT +- 11 I I 11 Jliw11\ I \i \ —I w� — 1 _ J /-EX POWER POLE ° EX SEWER EASEMENT LIMIT mica ® ® LIMIT 29� MOM 11111111011 ME= LIMIT THIS DRAWING IS A COPY OF A CAD FILE PREPARED BY COUGHLIN PORTER LUNDEEN AND HAS BEEN EDITED TO REFLECT ANTICIPATED FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSIONS AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON UNVERIFIED DESIGN INFORMATION FROM THE TUKWILA VILLAGE PROJECT AND ARE SUBJECT TO VARIATION THE 'UPDATED SUBSURFACE EXPLORATION, GEOLOGIC HAZARDS, AND GEOTECHNICAL ENGINEERING REPORT [FOR] PROPOSED TUKWILA VILLAGE" DATED MARCH 18,2013 WAS PROVIDED BY ASSOCIATED EARTH SERVICES, INC. BY KURT D. MERRIMAN. CONTACT INFORMATION: ASSOCIATED EARTH SERVICES, INC, 91 1 5TH AVE, SUITE 100 KIRKLAND, WA 98033 (425) 827-7701 C' ta A , 4 t \A \ ?\ \ 4,,, , \, :„ , ,, q, 1 1111111 1 1111 \ \ q 1 1111 ' 11 \ i / // / //// / N ® m®siom ® LIMIT MOM 1101111011 Byin mom mem earn SD SD SD — "-- SD >( x X SD SD EX FENCE x -EXISTING BUS STOP SHELTER =mg moo morn mon mom ill/sin SD EXISTING -ST -KU LIGHT 111111111111111 11111111111111 1 LX CS RIM 291.06 / ~ 8" PVC N-289.46' 12rCMP 5=288.98' / S \/\ ` / 111 \/ 111 \1 111 ,(�� \\ \\\\\\ 10 20 SCALE 1=10' 11 1` 111` 1 \1 /' \ \1 ` 1111 — =\`1 \ \\ 1 11 1\ j 1 I1� 1 111 111 11 so \ \1 \ 1 � \ FUTURE CATCH BASIN AND STORM PIPE SHOWN FOR REFERENCE BY OTHERS) LIMIT ismiew EXISTING FIRE HYDRANT >< x SD SD SD SD EX WATER LINE_ w — SD 1 1; 1 1 1 1 \ / / / �\��t \ 000 .00 cs 1 S Call before you D� g. 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) 1 f ost 11 et cci et PROPOSED PROPERTY LINE TO BE RECORDED BY TUKWILA VILLAGE PROJECT IN BLA MEM NM= 111/41-1 Nom men mos SD EXISTING WATER VALVE SD — / Tukwila International Blvd — SD Ems 11111-1 • IMMO 11 yin SD SD IMO= MINIM NEENE 111^11-1 MINIM WINNE MINIM SD • 1, . 424!:;004:4' 10 • 4.4 5' 11 SD EViEWED FOR \ APPROVED oceOR 0 6 2015 Ci of Tukwila BUILD NG DIVISION PtiS)PRDvgD ,-A131 03 2015V City oX Tukwila PUBLIC Works SD \RECEIVED ITY\OF TUKWILA/ IvIA1 0 3 2015/ CI Al PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System COUGHLIN PORTER LUNDEEN 801 SECOND AVE - SUITE 900 SEATTLE, WA 98 I 04 P: 206/343-0460 F: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION PERMIT SET 2/6/2015 Drawing Issue Date Revisions PERMIT REVISION #2 3/2/2015 NO ISSUE DATE Sheet Information Date Job Number Drawn Checked Approved 03/02/2015 LPL KBS JAJ Title EXISTING CONDITIONS PLAN Sheet CO -01 Copyright © 2012 Perkins+Will DI CI BI Grading and Erosion Control Notes 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES ESTABLISH THE CLEARING LIMITS AND INSTALL CONSTRUCTION ENTRANCE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: ? PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. ? STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 7. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. Legend Ea MEM 11230111 LIMIT eo.o.,• .., 0 LIMITS OF CONSTRUCTION INLET PROTECTION TREE PROTECTION 0 0 PERIMETER PROTECTION TEMPORARY SWALE BOTTOM OF EXCAVATION EXCAVATION CUT SLOPE REMOVE EX CONCRETE SAWCUT ////////// 1 \\\\\\\\\\\\ 1 1 1� / /1/ / / <L N L N _„-49a---- -190- --188- 188- -- -- SD _ — —w— G SD.•••— c r, / / EX CONTOUR (INDEX) EX CONTOUR EX CURB AND GUTTER EX STORM DRAINAGE EX UNDERGROUND POWER EX WATER MAIN EX GAS MAIN PROPOSED CURB (BY OTHERS) PROPOSED STORM LINE (BY OTHERS) \�„ -`, / "„ N N N N / Basis of Bearing THE BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83/91 PER CITY OF TUKWILA. CITY OF TUKWILA HORIZONTAL DATUM HORIZONTAL CONTROL POINT NO. 17 (S. 1/4 CORNER OF SEC. 15) WAS HELD FOR POSITION AND A LINE BETWEEN SAID POINT NO. 17 AND CITY OF TUKWILA HORIZONTAL CONTROL POINT NO. 1925 WAS HELD FOR ROTATION BEING NORTH 87 35' 22" WEST. VERTICAL DATUM VERTICAL DATUM - NAVD 88 PER CITY OF TUKWILA THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF TUKWILA. CITY OF TUKWIILA CONTROL POINT NO. 17 (S. 1/4 CORNER OF SEC. 15) WAS HELD FOR ELEVATION, BEING 288.757'. // / C, \ -'-'•-'-'•--,/ ✓ \ (L -t1 r) \ \ - N \ / /- \ N. „.._i -N \� / \ - / '\ \ . \ 1 1 ///////////// //// / //// / / / //,///// / / / / i / / \ / / / / / / \\ ' H M - \\ I// / // / / ////// ///// / / ////// / / \ \ ,„N \ A; N N • -,--, _ — - '` // // \ N �' _ _ �� ~/ —� N/ / \ / / . jam- I / ''''`,"N \ / %~ / -%� \moi r / t I _+ L / / / / / / / / / / PROTECT EX CONCRETE VERTICAL CURB TO REMAIN / 000-1-3MIT nor' mos LI I / ® ® LIMIT.® ilwn — .1..1 -rye.-..rrmor-CIMiT 1 r TEMPORARY CONSTRUCTION FENCING _,.2_1100. o® IMMMI ®LIMIT NEENE —w J — J ® ®® ® LIMI x / / / / - / TEMPORARY -CONSTRUCTION LAY -DOWN AREA Dust Control CONTROL DUST ONSITE AS NEEDED. PROVIDE WATER TO KEEP SOILS DAMP BUT NOT SO MUCH AS TO CREATE RUNOFF OR TRACKED SOILS. NOTE: REFER TO SPECIFICATIONS FOR TEMPORARY STAGING LOCATIONS(S) Earthwork Quantities EXCAVATION 800 CY FILL 700 CY NOTE: THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED FOR MUNICIPAL PERMITTING AND REVIEW FEES. THE CONTRACTOR SHALL IGNORE THESE QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT INFORMATION. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS A BASIS FOR ANY CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL PREPARE THEIR OWN EARTHWORK QUANTITIES BASED ON THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS, SPECIFICATIONS, AND THE GEOTECHNICAL REPORT. These plans have been reviewed by the Public Nviorks Department for conformance with current - City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac• • of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final `\ t yPub �,y W . pa: \ice "yr eptance is subject to field inspection by s utilities ii TMpector. 1 P � E 1/4 4� \ c--,, , ry 5$ N N / /// /// / ® LIMIT ® ® ® ® LIMIT ® ® ® ® LIMIT =am is= mommis ® LIMIT mm= INE=1 4.7 EX CS RIM 291.06 / .„„ 8" PVC N=289.46' 12 -CIVP S-288.98' / '\ / 5 10 SCALE 1=10' ' , SAWCUT \ / 111 EX ASPHAL `REMOVE 1PPVEMENT 11\ 1 1 1 1 1 1 11 20 Call before you 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) ss 11 \ \\ = ® LIMIT woo= =NI — TY '\ r SILT FENCING SEE DETAIL 18 TYP C0 92 ) PROPOSED BUILDING FOOTPRINT ,, N N. „ „,„ \ " . \ " "' .`\. „„` '\ ,,,,. "". "`„• \,„, ''„, "„, „„ `”` „ •'„,. -, \ "`„ "~` ,, „. ,,,,. „ `„`, ,,, , „ ",,. \ „\ „ „,,, "„. ,,,,, ". " ,,," '„„ \, „ \, ``„ „„ „„` \, „„` Ps,\.. ,"," `„tea. ".. ..,'.� ° mo N'''''' a "� �• ^" •" „,,,,•,, a„,,,: � w:.,°"�y „ „ `" „ N. „ ,`.„ „„` ",,, „,,, „. \ ` ~` -,, \. „,„ " \ \' ~.„ `„ ~~ \ „" -� \ BOTTOM OF OVER -EXCAVATION F - „ ' \` -- ,\ -" 1~` _ ` N ti -` N `.„ -�„ �~ ~� ,�' \ �•„ „ \ N N N "N \ ELEV = 294.67 N` „ .,N „ „` `� '.'~ \ `” N. •' \ \ "� '- - '` \ ` rt ~ `~ AFTER COMPLETION OF OVER EXCAVATIONu ~ ., \„ -`, "„„ - `' \ N. \ ~ N. - N. \ ~` \ ~ '� N. N ~' „� , THE EXPOSED GRADE SHOULD BE PROOF -ROLLED \ ~ �„ �` `� �" `� „ j �„ „'~ `„ \ ~ • - ' �" `` " -„'~ ~ �` AND COMPACTED TO 90% OF MODIFIED PROCTOR 'N N \ - , `~ „N `~ -„ ;, �` „`' -. �` `` ..„ �� �` "N N. `�'N ~` • ~\ „~' \ -"'` �., MAXIMUM DRY DENSITY \`'~' \. `” `„ `.. `„ ~�`"`~". ~" „ ` ~„ ~' �, \ - �'` - `'„ ~ �. ` PLACEMENT OF STRUCTURAL FILL SHOULD BE „ ` „ ~ \ ' ~ ~ ' ~` �„ „, . „` - ~ \ N. `~ - `' PER THE PROJECT SPECIFICATIONS ".,, - -, \ \ �„ ~ ~' - \ ' " REMOVE �X ~POWER ~ ~, „` „ \ �� „ ~ • . �- �� ~` ~ o POSE D-FOIJND�TfON` \ ~` AND OBSERVED AND TESTED BY OWNER'S ` \ \. '„~ ,,„ \ �„ �� „, .. S. - �„ GQORDI QT IN/ LOCAL „ `� �� �_ N' ' `` GEOTECHNICAL REPRESENTATIVE �`• � 'N `~ „.� w "� `� - N `` „~POWER PROVIDER `- d N. N. „ ~- \ ` „� N ” N N `„ ,,„, " , ~� ~� SEE DETAIL 5/COI -02 „„ „ "� -� ,„ `~ N. 'N \ ,„ a,, „„ .,, „ \ - ~ „ '\ ,.,„ „,,, \, ,,,,, N "^„. `'`„ N. \` N '„,,, "O N „N ,,, , N, „ N. ,,,„ N. ,„`. „„, ``` ^". ,„,, ``, \, `",. ,.„, ""^ `"„ "", „," ~ `„, .„„ N, .� •"„, ,,„, N N „„, 'N „,,, ,N "„, N ,„„, "\ ,,,„ N,, „ „, \ , ^ , N N '\ \ N" „. N. "„imp \, N,, \, CL - MEM MIMI Ewa _LI Yin SD — SD SD SD SD SD SD REMT1VE SD INLET PROTECTION Mil-- G SEE DETAIL 20 SD Ci SD on= 111A1n MEM MIMI imn gm. mow REMOVE EX BUS STOP SHELTER TO BE OTECTED AND STORED FOR FUTURE RELOCATIONw IMMO mom IllAin mom MINIM moms Nom 1.11'411 SD SD SD SD SD SD SD SD Tukwila International Blvd 41 3 2 SD 'I \\\•f-• ' \II \4 \ '''"--- \ \\\ \ ' .010\'-';'\ 11 \ I \\\ \— \--C.:4' — :-\ \\-\\ \ \\ I \ \\ V 1- COORDINATE,' ND OBTAIN JO PERMIT AS R UIRED. (» .04000 *PO* *ft 444p 4vIt**: fr !:;# SAWCUT AND REMOV EX ASPHALT PAVEME T SAWCUT AND REMOVE EX CONCRETE WALK et N / 11/ 11 gam= am= join mow on.. mow yin wime PROTECT EX FIRE HYDRANT SD SD • 411 IR; 6,4 PI CO COMPLIANCE PPROVeD NPR 0 6 NIS city oiWulcvvila BUILDING\ DIVISION 11 1 SD Ci SD CI7 OF TUKWILA Mg\ CE TER BI PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System COUGHLIN PORTER LUNDEEN 801 SECOND AVE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION PERMIT SET 2/6/2015 Drawing Issue Date ,c) -if) -00 Revisions PERMIT REVISION #2 3/2/2015 NO ISSUE DATE Date Job Number Drawn Checked Approved Sheet Information 03/02/2015 C101620-06 LPL KBS JAJ Title SITE PREPARATION PLAN Sheet col -01 Copyright (:) 2012 Perkins+Will 51 I 41 I 3 I 2 I 1 TUKWILA INTERNATIONAL BOULEVARD R/W P/L PERKINS 300 EXISTING SIDEWALK EXISTING GRADE VARIES H I II PROPOSED BUILDING 300 +WILL 298 _ L. — n T_ �• I>, ',• T — J %\/ ��\•.\; \ :;:, \‘‘;',/, ‘„&.::;/(/,g,::. : /;, ; /;r, �. : /. \ \,� .; �, \, /. — — — > / ;,;,;,>' ,/ . '%\:.. ,C�.\/ \:: �< \ \\. ; �, ./\, \" \. % ;% ../ ;/ , ./ ':'/ ., ,,. \: \ ! ., ,;�� \ :\\ \, — — ,, \ ./ � �:/,. �x \, I — — — / / '/ /';,;; ow(R , �,\ /, � — — — ; / , ✓ , , ,/;%:// :./ (\ .✓,\ , � \ ' , �;.� ;�� <\/ ,.\i ;i:\��, // / , \ / � , )• / \. \•!\\ .�' \ \ \\. // '� <, ;�; ,/` i ,, \ ;;,; ,, , ,, /� ....1.. �' /\ r.r.\/ \,! �,�, � �` � \\ \,' \\. \/ \\,/•,;,,� i�//<.;\,/i/,.//��,;; \; \ \ / / �',,.,,,/ ,, . \/., :�\F. .,://::;://,.::;`,.l.\. ii,/ ' : \, .\ <' \\ \,\ ` \ \ \. ..: /i , \ ,� ;> " ;,, /' % �: \/\; \ / ,\;;, ,�;�\ \, :;, : / '\�\ ;/ /;���' , \ -I FF -296.67 �•. j -7- 298 ter..-._� vat 1221 Second Avenue Suite 200 Seattle WA 98101 t 206.381.6000 f206.441.4981 www. erkinswill.com 296 \ , .; . �;\, ';,/ ,;; ; . \ ;,\. ,,, �r,\; .. \, .�;\ ;.;, \ / \/\ v , ;, 1 STRUCTURAL FILL'" 296Tukwila Library 0 294• \ %- ; v� \ \' • v v\ /, ',/\ \ \ __I _ v�;v; ,%�\ >\/-/// `%'�i / ; /v/A/ v//; i"�'` / ; 294 DI 14346 Tukwila International Tukw�l Boulevard WA 98168 EX UNSUITABLE FILL MATERIAL///:'/ �' ��' \`` \\ �;�� /v ; ` ; \ \\s ;\\;; i `; ;` v v\ j / �//i�vl / / v vi/; dO('- r ; I, � , ��lC) -1 `/ %/, " / / ;, '/ �;'// . `BOTTOM OF //� jN ; , �:;/; ELEV 294 6719Nr„K 292 290 ;, �• �'/ �. y/ ; �, �` ; . ' v� %�i �� a �% AGGREGATE PIERS COLUMN SPREAD SEE STRUCTURAL (NOTE #3 SHEET > ® •�'� FOOTINGS PLANS S-201) v �i�/�' ''�//” ;//;,/v �. vv v� v : ; ,,,>,/ ; , ,, ///, , ,/ vv vv vv/� /,v/� ` > /�/i/ / y // / / ,. v/: ,.vy/•v v c:• v i(:),_'=;1-1(-:1 �,� 1,; << < , � .. �, �i Y : !` r >r I(,� ,� _, frF6)) �_-•1 �� it /j/,�;�> •/// ,/� •//� , vvvvv vv vv vv ' / ,,,,, ; y,,v, / y, y ,. / \\'', /vv ,� 'v v/vA!vv . / v .. /��' / %v� ' v/ ,, v v; v,; //��/ / / / / �� / v v,, ���Library /, ,,, ; 292 290 King County System / ii / ? i NTS Not Used I NTS Not Used 2,5 SUITABLE NATIVE SOIL LAYER B :ui Inv rexcavation & Structural g � 1 "=2' Fill CI NTS Not Used NTS Not Used NTS Not Used NTS Not Used NTS Not Used I 0 CI COUGHLIN PORTER LUNDEEN 801 SECOND AVE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION PERMIT SET 2/6/2015 Drawing Issue Date r�PP VED APR 03 2015=w City of 'Tukwila PUBLIC Works Ivo AwJ RCCA w r4, ,. ;� 1;9 0-: �` ► 4, 43667 �SSJONAL y� B REEVED FOR B ��G , Revisions CODE COMPLIANCE APPROVED .. B PERMIT REVISION #2 3/2/2015 NTS Not Used NTS Not Used NTS Not Used I NTS Not Used I APR 0 6 2015 City of Tukwila BUILDING DIVISION NTS Not Used I 5 STAPLE OR WIRE RINGS (TYPICAL) 2"x2"x14 GA. WELDED WIRE FABRIC OR EQUAL 1 1 _f3" ADAPTER SKIRT RETRIEVAL STRAP 2"x4" DOUGLAS FIRS)_1 AT 4' O.C. � �g a y ,�21 • �� + A �''11 ro it �� FILTER FABRIC MATERIAL N MIRAFI 100x OR EQUAL �� i + r n n 6x6 TRENCH .2,,,0. ---x-,`77 � ,,o„08o00,30, ,»��o,0 o oo ' ': _ o oAo�,00g w30, a o 5,,,, 0 0o�p0e _ n g A C _. ' >,\\;,� �,\\,,\\;�\\;,\i.,:.;;.„ �„�;I;;.\\;\,\\„\\;\�,,,;;;\;.\ I „<\„,,,, , , ,,,„ ;.\� NO ISSUE DATE '' OVERFLOW Sheet Information MM Iy FILTER FABRIC MATERIAL rn ELEVAT 1 (TO BYPASS PEAK GEOTEXTILE) Date 03/02/2015 2"x2"x14 GA. W.W.F. �� A a FLOWS RECEIVED Job Number C101620-06 2"x4" DOUGLAS FIR OR EQUAL `1 ORAPPROVED EQUAL Q CITY OF TUKWILA A) Drawn LPL A, N V ,0 MAR: 0 2015 Checked KBS T 6"x6" TRENCH �, NOTES: 3 Approved JAJ �; /�,00 / .\\r\\i\/1. ; /,;/> v - 6”Az PLACE 1' OF 3/4" - 1-1/2" WASHED ROCK OR PEA -GRAVEL ON BOTH SIDES PERMIT CENTER SEDIMENT Title w 2” EXCESS OVERLAP // //\ 4' co i OF FENCE TO CREATE A BEVEL SHAPE. v ACCUMULATOR SCHEMATIC DETAIL STAPLES SHALL BE PLACED WHERE THE UNITS 'r• V `, TYPICAL CROSS 2. FABRIC SHALL COVER BOTTOM OF 6"x6" --6" TRENCH AND EXTEND BEYOND THE LIMITS OF THE GRAVEL IN ORDER TO MAINTAIN -SED AN EXCESS OVERLAP OF 2"MINIMUM AS PROVIDE CB INSERT "STREAMGUARD FOR SEDIMENT" OR APPROVED EQUAL. MANUFACTURER'S NAME: FOSS ENVIRONMENTAL E • S • C • DETAILS -' / SHOWN IN TYPICAL CROSS-SECTION. ADDRESS: 200 SW MICHIGAN STREET SEATTLE, WA 98106 _ -c: NTS NTS NTS NTS..._ TELEP ONE: FOR INFORMATION: (800) 909-3677 ( NTS Sheet collo:102 ='' Not Used Not Used 7 Not Used Silt Fence Catch Basin Insert Detail 20 Copyright © 2012 Perkins+Will 51 I 41 I 3 I 2 I 1 5� 41 I 3 I 2 I 1 305 PROPOSED BUILDING 300 P/L G COUNTY FINAL GRADE METRO BUS STOP 305 TUKWILA INT'L BLVD � EX SIDEWALK 300 5-1/2" SLOPE VARIES PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 206.381.6000 SHELTER EX ASPHALT 1"R. t f 206.441.4981 www. erkinswill.com —';: / / % // /: , , -'�y �/ �S !`` EXPWR EXPWR i./• ASPHALT PAVEMENT 295 o :.' o M 295 Tukwila r Library �iJi-ii, I ILJ� D 6" FOOTING DRAIN � r , 1 r'I ( I '� 1 / 3( ri �/ _ ?4,�, ,I I I '4(1-1_ IE 1 c ]rriN1 '-v-1,1>UIi IFi,Un,- di_-,], I, lr� (iri r- t; (JI I Ir't t� 11 r _IL r?li r\, /(S II,.I,It I, II 'I, ,I I,_ �rr, D� 14346 Tukwila International Boulevard 6" STORM DRAINAGE PIPE 1-�i., l ;._ _ 290.58 � ,> 290 FIBER OPTIC 290/ \, ',/', • \ �, 5 It I Il. 'rt Tukwila,WA 98168 LINE STORMTECH SC -740 DETENTION SYSTEM SEE DETAIL19 ( II 2 - #4 CONT. I �;r 1 �' 5„ It 1,5.1: A 1 -_,, i1 0 IL II-.,, 1 t 1 t ■ 285 285 CAST -IN-PLACE CONCRETE 4" MIN CRUSHED SURFACING /<< "' King g o u n ty 280 280 1 =5 Site Section NTS Not Used NTS Not Used TOP COURSE ConcreteVertical a 7-3 4" a-- / NTS Vert ca Curb 5 Library System NOTES: SUBDRAIN PIPE PREMOLDED CONTINUOUS 1. SEE ARCHITECTURAL PLANS FOR DRAINAGE GRAVEL BENEATH BUILDING SLAB. 1. 4" MINIMUM DIAMETER PERFORATED OR SLOTTED PIPE; TIGHT JOINTS; MASTIC JOINT STRIP OR DISCONTINUE REINFORCING JOINT MAY BE SAWCUT, AT CONTROL JOINT, SEE FLOW CONTROL p STRUCTURE 2. STRUCTURAL FILL SHOULD CONSIST OF WELL -GRADED GRANULAR SOIL WITH PROVIDE CLEAN -OUTS. CONCRETE SEATWALL - SEE DETAIL A BELOW. SPACING TABLE BELOW n c... CINCH ANCHOR 4 12 NOT MORE THAN 20% FINES (BY WEIGHT BASE ON 3/4" PORTION) PASSING PER LANDSCAPE PLANS••T—D ' +- ' .;:• '" �� I �� 12" NO. 200 SIEVE (BY WEIGHT SIEVING) WITH NO PLASTIC FINES. 2• PERFORATED PIPE HOLES (3/16" TO 1/4" 0) TO BE IN LOWER TILE FINISH PER ARCH L PLANS® 6,1 . t • ° Q„ a ®._, ° WIRE ROPE CLIP (GALV.) DEFORMED 1 <;.;^ ' r ..:. / �i 3. BACKFILL WITHIN OF WALL SHOULD BE COMPACTED WITH HALF OF THE PIPE WITH LOWER 18” " ,: ° ,}. . W LI 4.9 ° STEEL ROD CONTROL DEVICE ASSEMBLY '- CONCRETE WALK ' j 4° =1- (GALV.) ::;:r'" HAND -OPERATED EQUIPMENT. HEAVY EQUIPMENT SHOULD NOT BE USED FOR QUARTER SEGMENT UNPERFORATED • �'' , WWF 4x4 - W2.9xW2.9 CONCRETE SLAB , _:�. TO BE REMOVABLE FROM . _K 'w BACKFILL AS SUCH EQUIPMENT OPERATED NEAR THE WALL COULD INCREASE FOR WATER FLOW SEE PAVING PLAN 4 li -,•-�jI ' _'ti ,_, l• „t,J(IY „i nn rlc,,. „,; ...' ,, n ,.:%U� h,; , , Icra, ll k;aa ", ';'0 1''i cJ, : �k ! ,. OR ALUMINUM =' ' ,.•. �.• ,•,_. ��•, U r ORIFICE 1 LATERAL EARTH PRESSURES AND POSSIBLY DAMAGE THE WALL. — — — — t �^ iRON,:AGE.DESIGNS 5 RGULAR.JOE '.' CONCRETE -,r'�: .-��• C .`t )>,`( •41 : �-(\ •`rj '. r ,, („ , .;, r l,u(i (..'=,+- , ,,i-_ -�, I. -M i t'�: 11 r' �,. t' J..,. ,, r<1,:, : , :tl,, _xt,r.l , tl,:,uT ,I,, ,,frl, <.,.i,,t,"i :,n.,r .r ,t ,r.t n -, n -,,v ,1',r, , t' a ,,, ,,,. ;r ,gyp.,,, �I;; , , r �' : ' . ! ,' :; „ ;, , ,, a )_ ,r , _ . 1, �: i,.� ,1 I , , _,_ i , 7 'rt ,-_f f, .i ° INSIDE OF S LENGTH TO FIT STRUCTURE � „ �•�, A,.,CS) 12 MAX :. ;:.,. ..:.... ..,.,.�. > a PLAT E W / „ 3• SLOTTED PIPE TO HAVE 1 8x l .cam - •: ., . ., PAVING r jS, vl_ti;ll,-, r,(>_op U,, ),Ila,_,,, , -,a ,)5 ;, _, _\',. „t,,J�I,, \I, I; u tt,, \,I) c_, i:vy,t,-nIJ',�iS� )a,.� ) Jl �r.J �)r i _til r;(1 ;(l, _4 ><�. �, ,: �.l; rt� jl r --f% ,. J., :�,,, dhw ,rl �(1 y_( ''fir„,=;-, x x x x x ' J I• r .•1 1 t •�y.;:: CV 3/411 0 ORIFICE ....--, .... ... '.: ISI ., .....- , ,. .• ., ... ... .: .., ,,,: rc,)._ Ir. ,,, ), r , �J, ,r ,, 'c,r , > ,;,rte,: _ ,, ,,'r.;.. ,c-, , , -Jr\„ ,-•i';i' + .r c ,'„-_',5�1,-:1 ,r�Yi'...�i 4,1 1,. iil.,q,:t,�,=�.v,,r,,.5uk.,l,ur,Vb., JS ��i,,,YiOr,l"4.:Ii...r,I hi�,�, , ., , - �° PVC PIPE »,A •-:..:•:. ALL BACKFILLBE PLACED INLAYERS NOT EXCEEDING 6 LOSEMAXIMUM WIDTH,.,. 4. SHOULD SLOTS. :.':...: ,: .. •. .. .. ,.. .,..,..,. ,, , ._...., .,.'.. .. .. .... L.... .... - , . .. ... ... .... .... _. i1,P...�y iv -5,e ,Ut-,'1, . , , .. \.... .. \\ , ,\, - . r,-. �., ., ,':l _, �., \.✓: ', iJ r' f r,. .., 11 ,i )l it -, .:,.. ,•.,. t,.. ,_ f.- . ,: ,,,. _,1,,,: , �c., , � ,t�- ,I I 1 ,t J I. ,I I I k� ,,, ,. ,. �. u: �'_ �, .w,, PVC PIPE AND CROSS ''ra - IE 291.90 .:. .. ....• LkL .... . ... , /. ..,... ..... .r. r. .. :_ . ..•,,,..,„\\ -.,.,. ,- ,, .. ,....:.. .... .. >, \;,\ .. ::,:\' -\;:, ,\. �� \�. / .„ / ,/. /,, .: ., , .;.. ,,: „, � >„ , � a �- ,.� .�n•,r.. ) -�, )'- '.YY;-,.. ,. r... ('„•l_(' !)- ..(�„ -�")n STUB THICKNESS ANDDENSELY COMPACTED. BENEATH PAVED OR SIDEWALK AREAS,.:.....:..:.... .. •... .. .. • . .:... /I1kI ... l... .. _ _ .. .:... . •. • .. ....., / \ .. .. \ . , :.. ... ,. ., �/ . \., .., ,/. i ,/. \,.., ., . !t'r � )1 ., - .J rf./ l,) l .)�, i] : SIJ 1- i ,'J "I t- l , r ).. �' 'J �, ,l f , r , , r.� �_r .- „_ �,,. r�. �-._ ,, r �,,;', . (J t 7 , d, 3 d_ c 1. •u r. .. �P VC PIPE COMPACT TOLEAST 95% MODIFIED PROCTOR MAXIMUM DENSITY ASTM. AT ( .... ...,. I -.. .,._-.. .. If �., ,,...', ... ,r � i/.,,:. ,r,,...:., ,. ...•.. .:..... , . - , ,. 5 . , ; .: -, .,,:. - ,, _, , 1; ;-' I ��':.�:�, ,, >' .,�:'� )� CONCRETE ), Y u._.2, C , ) t,) J, t nt_ 1 ,t, I,. T Ir mac. r ��, r r _,_:rih,, �,., ( ,-',• ),� 1 �?>,:� ,�ti„ u,„, � ? �;:,, r)r , .� , ,?, , r,„:; I � ;' :e:`: .•.,. _: A ,11 II II I CROSS D1157).OTHERWISE COMPACT TO 90% MINIMUM. ') - / , / \ i/- PAVING SAWCUT CONCRETE, %/,, ; / i' / /� /i / ,, !/ "'i;: 'r • �+ _II ' i L II I . •„_:- .77,•10, THROUGH -200 DETAIL A CRUSHED SURFACING BASE -COURSE r� __T _ ;; USE BACKER ROD AND N } /' W COMPACT TO 95% MAX DENSITY FLOW CONTROL STRUCTURE ,'4” M - COMPACTED BASE FILL W/ SEALANT,SEE •is /BUILDING WALL `°' SUBGRADE NOTE: COMPACTED BACKFILL RESERVOIR TABLE. SCARIFY 6 OF ' ' PIPE SUPPORT DETAIL B FLEXIBLE COUPLING ' I SEE STRUCT L PLANS ' / PROVIDE CONSTRUCTION OR CONTROL AND RECOMPACT TOP .:.: , 0i / SLOPE MEETING GRADATION / ca. %\” / \ / � SD JOINTS IN SLABS ON GRADE TO BREAK EXISTING GASKET (TYP) ::.,,.. SLOPE TO DRAIN AWAY REQUIREMENTS FOR r - �' ( ENGINEER TO APPROVE SUB- `-:s;;.'•' / / Y SLAB INTO RECTANGULAR AREAS, SEE PVC ADAPTER W/ DOUBLE v FROM STRUCTURE STRUCT L FILL (SEE NOTE 2) 5 I l ' + •° 1 4D JOINT SPACING TABLE BELOW. AREAS TO GRADE PRIOR TO PLACEMENT. OF CONC) AND u::`' / BE APPROXIMATELY SQUARE T Q ARE AND HAVE GASKET ADHESIVE A ORIFICE at.,;, \,,%\; NO ACUTE ANGLES.LONG BONDED SAND FINISH ON PLATE W I_;--11) ,(_.;._-fit•,,,--,�L( -L,.-t t ".,:n..•:...• • .; . Co , , >> '.�;..- BUTYL OR JOINT LOCATIONS PER LANDSCAPE PLANS EXTERIOR, MIN 7”1/211 ORIFICE _ ,YM.µ. ;, ; , SEE LANDSCAPE PLANS FOR STAMP NON -SHRINK COUGHLIN NON -WOVEN FILTER FABRIC MIRAFI, 140N OR EQUAL X Y' 4 :. �' ( j , �' ; �: - POLYPROPYLENE ROPE OR ° PATTERN, COLOR AND FINISH. NOTES: GROUT PORTER ”• '�``' "' ~ •'•'"' `` I �r r'I i; II �( - ,I-.(,,i 1 El )1; "` GRAVEL BACKFILL - ; ., BACKER ROD JOINT SPACING /Q� 1 PROVIDE CONSTRUCTION OR CONTRACTION JOINTS DETAIL ( a CAULK SPACE BETWEEN PVC PIPE ADAPTER AND PIPE STUB LUNDEEN 4” SDR 35 PVC PERF PIPE �1= FOR TABLE • PER EXTERIOR USE ONLY CONNECT TO STORM• ;,,, •• •: ��' �....'..•., I l DRAINS9-031 PER WSDOT 031 9 2(4)• -• ••T , SEALANT RESERVOIR TABLE PAVEMENT DEPTH JOINT SPACING CONNECTION AND CONVEYANCE SYSTEM. - '.`, •��*e:.. ', �, "'''; ' '- `' ,,A.,, 1. ' 'r' ' 12" MIN + ,, , I r - q I , t ; •\\>� JOINT SPACING WIDTH (W) DEPTH (SD) 5 " t 9-11 CONTROL DEVICE DETAIL 801 SECOND AVE -SUITE 900 SEATTLE, WA 98104 .. r ' ,;.�/ „ :r ,r , " //, '/; n 6 1 11-13 :i•-.. � ,•.V7:4::::'' ::;,,•.�: I V , , .N , , ,:'//7',//2-//‘//,>,7/,7.7'', /v;, 1 9-11 ,, 1/8„ 11 1/4 MIN. BUILDING FOOTING— -'.,'"y � �.+�`• r�• ::'; , , `,�-) L1y>_ 11-14 1/8 1/4 MIN. 7" 13-15' P: 206/343-0460 SEE STRUCT L PLANS ;; ;;v•� 6 MIN > I < ' I► 15-17' 1/4" 3/8" MIN. $" 15-17' F: 206/343-5691 - 6" MIN < 15-18' 1/4" 3/8" MIN. 10" 12" 18-21' 20-25' A CONSULTING 6" MIN > 20-25' 1/2" 1/2" MIN. 14" 25-28' STRUCTURAL AND CIVIL NTS NTS 25-28' 1/2" 3/4" MIN. NTS TS NTS ENGINEERING CORPORATION Exterior Footing Drain W/Filter Fabric Wrap Trench Drain 7 Concrete PavingControl Joint W.W.F. Concrete Slab -on -Grade 9 ACCEPTABLE FILL MATERIALS: STORMTECH SC -740 CHAMBER SYSTEMS ::::,'.%: .1 r..:;•�'•._ MH TYPE 48" 0 INSERTA TEE DETAIL SC -740 TECHNICAL SPECIFICATION• MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION / DENSITY NTS NTS ;'�::':%' / • CLASSIFICATIONS REQUIREMENT DO NOT INSTALL "',*` /' FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS 'C' SOILS, I _u nl -Hi Iii -Ill -HI INSERTA-TEE AT CHAMBER JOINTS +::J �` `i-�•' �, / FROM THE TOP OF THE LAYER TO THE BOTTOM ANY SOIUROCK MATERIALS, NATIVE OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. 1=-111-1lll_�I I -III III III -I 90,7" ACTUAL LENGTH 85,4" INSTALLED LENGTH jD j s: ?" D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS, CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT ill ITI lip -III III r11 1l I I -I (2304 mm) (2169 mm) -- \ ; •;.: / , PERMIT SET 2[6/2015 GRADE ABOVE, NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER SUBGRADE REQUIREMENTS, MATERIAL AND PREPARATION REQUIREMENTS, II 1 l III II-III III =III III III III III -1 A r r 1 fr .,.'- ' . rnr�SfgLtlfr G� BUILD ROW IN THIS DIRECTION \ t'.�, ''� `- / ::.ti %.�'�'• Drawing Issue Date BEGIN COMPACTIONS AFTER 12" (300 mm) OF CONVEYANCE u PIPE ni=nl Ill IIL-I ul Iii li} 1 r��l'� iT I i-11, r,)E, r r{ �� 1\ /I;Jd —1 � 1 � 1 1 ( � 1 � Ir - �- -_ - � - - L T� ';I - - - •�;,•• .• � MATERIAL AASHTO M145' A- A-2-4 A-3 1' MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" 150 MAX )( MATERIAL MAY PVC, HDPE, VARY IIIIIIIIIIIIIIIIIIIiWI I =1 ETC. I it n-Iiii I I t� �, jt� `I,r' - r1r; !;.(� I .w.•r' r',c i �\ �� f'+'" r11, , l\1\. , � ( I I '' �; ( I l '; .. 1 ,_, A .r•,. A ,_ A A ,f.>, A •_• A .r:,. A ._• A .:... , .,. ' I I l I 'r. a ::�—(�INITIAL ���/• FILL: FILL FOR LAYER'C' STARTS FROM THE TOP OF THE EMBEDMENTFINES STONE B' LAYER TO 18" 450 mm ABOVE THEORWELL ) GRANULAR WELL -GRADED SOIUAGGREGATE MIXTURES <35° Ao OR PROCESSED AGGREGATE.LIFTS ( mm TO A MIN. 95°/D PROCTOR DENSITY FOR GRADED MATERIAL AND 95% RELATIVE )1_11'_111 III_ nl uI III ill In i III i III -111 _II I_ I nlcu-i�I•,rr� 11 Z.L ,�ti■�r'.-;,� ��' r� . (J.L•.■I, t .,rr' L r --.�1��,..; 1/#11 , (►; � i ,ISI r'I '� I,'�'A I ''�; I I it OUTLET PIPE w'�� 11I=III 12 INLET PIPE A. JC WA `�C(')( TOP OF HE CHAMBER. NOTE THAT PAVEMENT T MOST PAVEMENT SUBBA E MATERIALS CAN BE USED IN LIEU S M43 T DENSITY FOR PROCESSED AGGREGATE (/ / G 4 �','+ I.. (, 1' START ENDAASHTO r:r• OV �, O MAY BEA PART OF THE'C' LAYER.OF THIS LAYER. 3, 357, 4, 467, 5, 6, 67, 68, 7, 78, 8, 89, MATERIALS. ROLLER GROSS VEHICLE WEIGHT=III III 011 nI ul=ill..dpi� nL Ili '. Ill��� 116,;‘,�C,_ o' 1 I �� sa d wd io ■r•••.SUBBASE ({1 56, 57, 9, 10 NOT TO EXCEED 12,000 lbs (53 kN), DYNAMIC:111,111=111-1.,, FORCE NOT TO EXCEED 20,000 lbs (89 kN), 111 1 r In -HI �r-,^,...,, r 1 r �.t� �t )) rl�a,,r , �.I`[ir.4 ;-' 'r �.�-;• Q c w - II III: -I 111 1 _til II IIi1n III IIr-_im. III III Iii--ul In iII-.III nl lu -lir- 11 A _ _ OVERLAP NEXT CHAMBER HERE ,:, ; , , �� ti EMBEDMENTTONE: FILLSURROUNDINGTHE S CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE AASHTO M43 , INSERTA CONNECTION TEE ui ,_IT III iii In nl 1EH Li lil.lii=Ill Ili nl Iii., ui_, a n IT -1- a In it III- r IliliEHI n In III- In n,m=1_ -1 II -ISI --1 III ul_=In _I nl-/II-III nl_til--ti nI_In_In-l1 - - _ nl _,: -ill III -ii1 III I-_ . t ul l-luw-Li In INSERTA TEE TO BE4,3 _J 1 1 1 1 1 t _1 V 1 V I v ! v 1 v 1 l� (OVER SMALL CORRUGATION)•.1::; �r, :-, • :� :1'x'' :•:� �: �.4:•, 1 ,. a: ;�. s C B CHAMBERS FROM THE FOUNDATION STONE (A LAYER) TO THE 'C' LAYER ABOVE. DISTRIBUTION BETWEEN 3/4-2 INCH 2O-50 mm ( ) 3 357 4 467 5 56 57 NO COMPACTION REQUIRED. X (X) .- -,,,,,,,,ii -,111---.11-1-1,1_,,,- u IU, ,L; III nl;; ii�III i1i ��'-� INSTALLED, CENTERED ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTION :•` `: '•w ^- PLAN a �� 43667 �Q OVER CORRUGATION :::::,.:::::•;-::.1,-/;:•: -e' C/ STEL \ G B1 A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm) AASHTO M43' 3, 357, 4, 467, 5, 56, 57 PLATE COMPACTOR ROLL TO ACHIEVE A FLAT SURFACE. " PLACE ADS GEOTEXTILE GEOSYNTHETICS 315 (CENTERED ON INSERTA-TEE WOVEN SECTION A -A SIDE VIEW PORT. 10" ON FOR PIPE SIZES LARGER THAN 4" (100 mm) UP TO (250 mm) USE INSERTA TEE CONNECTION CENTEREDOF A CHAMBER CREST CORRUGATION g S SJO E� G NAL /j� �,/ / I' INLET) OVER BEDDING STONE FOR SCOUR PLEASE NOTE: PROTECTION AT SIDE INLET CONNECTIONS. "CLEAN, GEOTEXTILE MUST EXTEND 6" (150 mm) Revisions 1, THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR, FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: CRUSHED, PAST CHAMBER FOOT MAX DIAMETER OF HEIGHT FROM BASE OF I ca ANGULAR NO.4 (AASHTO M43) STONE". CHAMBER INSERTA TEE CHAMBER (X) - RING 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION SC -310 6"(150 mm) 4"(100 mm) 29 3" (744 mm) itt 30.0" (762 mm) AND RIM=297.29 COVER PERMIT REVISION #2 3/2/2015 I ; , EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. SC -740 10" (250 mm) 4" (100 mm) M DC -780 10" (250 mm) 4" (100 mm) �1 ��• tzi- / I A ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL MC -3500 12" (300 mm) 6" (150 mm) AROUND CLEAN, CRUSHED, ANGULAR STONE INA & B LAYERS PAVEMENT LAYER 12 2" 45.9" mm) I 51.0" I SLAB W/ 24" �l`-•';`. 4.-144 ,'`'':'• (DESIGNED BY SITE DESIGN ENGINEER) NOTE: MC 4500 12" 300 mm ( ) 8" 200 mm)310 ( mm ( ) (1166 �j ( 1295 mm ) �I ROUND OPENIN��:, }: ., ,, ,,;,, Fl / I PART NUMBERS CONTACT STORMTECH WILL VARY BASED FOR MORE ON INLET PIPE MATERIALS. INFORMATION INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED &SOLVENT WELD, 1HP STORM, 900 OR DUCTILE IRON N 2, M, C ° ' :'"� ' ' ' •'�. 1 �, •'11:'..1. r• •;,;, t,!y J r,J .R ,, `'' i" �. ;'. ` ':; ;a :: '�`, '• ''%,i ` .\D, ter' '"is' NOMINAL CHAMBER SPECIFICATIONS •. PERIMETER STONE 1: ?' ,'. , ; ,r ..a •.. ... :.; ;v, •> : ,. ...,. ,, ' ., .., •;. - .'.': (SEE NOTE 6) , ; . ri;, Oco e FFifi 06'PAVEM�t1T'FORUf�PAV�N �: � •.;:• . •-•• :'� a •,..IN9TAL'CA'110NS;Wi-IERE fj61L'rJNU•FR�.VI:MICCt_S,MQ�•Q4�CFJR:-;�. $' �i t•, ; : fd ECdvER.t • a''sg ,hm 18" � t.9, rlt SIZE (W X H X INSTALL H 51 0" X 30 0" X 85 4" (129 ED LENGTH) 5 mm X 762 mm X 2169 ° CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m) mm) a:, • „:,; ,.•. '� ,;l'•-i�, r,,; :�:;! %;r.' ,:•: •�'�;t•� •;�': •.,.'ti • �; ,•' : I p�.�e VE �tl REVIEWED FOR I .>>F rG" II n Ir .tl:: t :Ir Ir,:; t• . • .:y �'It;" a F•; •n ti fJ ••Gl II ; �.. ••Q!?, �'a! �{ � MAX �:• O • • -• . i MIN• UNDERD DETAIL RAINPODE ,�• �,s``' :,y,,• IN COMPLIANCE ' clF;kf!`r�trl,arrl:d-SI .?r}��,ci Ilt,rrrs"rll�'rt,.''V' rx I '-e-�r rrt rw: >JG-' r'�r-�f; �Lu.-rr�'-v: �� I L ri d r,is,J r; a 6' MIN 1 NTS INSTALLED STORAGE IC FEET MINIMUM 74.9 CUBIC (2.12 m3) WEIGHT 75.0 lbs. (33.6 kg) •:•.;r:: :f �►PR O 3 201 ®QED EXCAVATION rr ' -r�� rr'� ; ar WALL (CAN BE'(.! I I'I , r r, .J ISI f ,'ki-r, f ,, q"rk•r lc r� rw jMy� j,rr,a' fil r(CO } f ISTORMTECH STORMTECH A — A ;"�� ti ��.c MAX. W.S. TOP OF r, .rk, r. -,5f,6",,5_, },r { /,tlri\: Cr (V B (V V ;1 �� CHAMBERS - STORMTECH t )C 1 u • ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS Q SLOPED OR- -rG (1 r .jc Ii VERTICAL •.L �i 4. I1= r"� -III �� .J ./ `,>/ (i r r � \ `-r 1 ' r, r.''':H-r‘ 30„ CHAMBER I J �) END CAP 1i_, , IL =11 , It `r _ DETENTION , 1- .. ' `' '" ile Tukwila ,;Ity of Works Pl�(�I-l�' WC) APR 0 q 2 15 �y I � ® C r I r , I l 7 1 , T;•- OUTLET MANIFOLD ,� :� ELEV=293.84 II -1I � _ -1�1=- l � � / ft�Cit4 ''Ill _c1L 'y`i; �:�:+• ir�� III_ -i I n _nI- I� I ��-1�1__ _III.1n_ ,fir �,);�l 4/ � ,;,. ! ;. -�-' i+ /IL cll 1 I i l ,),1-4,1 ,I , t if; ;� �,, 11 _`� :::•;.::• ��` �i:`:: -III. II_ III -II f'%[.fi i r'Ir I i tr ,1, �l !' i�[5 sl(� _�1/1 •�- 1 -0 MIN :.,. n of Tukwila =111 III -1 'THEM 1 -III _ -111-1117-4--1- III=1 �=III-III II -III -III -III _=III-IIIIII-1 - - - III__III_III__III_III_III_. ..III- 1__I11 -_III. N,"f( I_I11-III-III-III _III--111_III III_Ilf-" - - „- - - - - - - -11.1_111 III II__II.._IIL__III_III_III_I__ JII _:r _ -_ �_ _III IIIII._III_III_III 111__111__ _ _ _ _ _ _ _ HI_IIL_ III III__.II , -,:i = 111_111_ _ _ DEPTH OF STONE TO BE - DETERMINED BY DESIGN ( �������������___ r5 I_ �I 1 — Cts l r ,', �-1,—,3,: --rt 1' B „ 6 THICK GROUT r, . ; ..,. ti... • . • ,;4•..• • v BUILDING LDING DMS IDN 1,t-1 I-1Tvit-_-111,- _:__111_.111 „ _ _ _ __ _ _- - _ - _ _ _ _ _ __ _ _. _ 11-111_1911----11111=11--_ IIIIIL L_III._-111_111_III_I 1_III_III_.III__I _III_III_III_I11_I11_III _--_ III. _I11_ -_III -III _ _ _- - - - - I_I I_ III IIL.-_III III I_ _111_11 -- - -n I__I I_ �; lit-. 02Y -:, (-.-v ,4_,-,,, ; ; ;,. -, t, ({„JA IJ I I�)I 1 • w "_ 1 - - - - - _ - — — m=li II I_ III III-' n- _ III="' „, 1,,,,111111_1 I.I I-II =11 I_I III _I g ,��_I _III _I --i lir.,,:. li=Iii_ ���- - �--�� _iii-- ENGINEER 6"MIN FOUNDATION STONE r'( `}�y-I, �I I AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" � ALL AROUND -1 -"'-'i�-III_nI-111.1 1=111=III=n�- "'-"'-"' I I i -STUBS '. �-ROUN C � •°''''•. •:'r 12” MIN - SC -740 -- j BENEATH CHAMBERS �1..% fe/tit �1,, STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" y:; - END CAP SUBGRADE SOILS 6" MIN 51" --12" TYP A.-1-/-/-�i /_/_11_,r n't` 1 1 ' 4-, I� �I I I it , l it t ,� r I NOTE 5) �_ -- /\ PART # STUB A B C (SEE \� \\ \\,,N\ , 1I \ '5 I 1�2" OUTLET PIPE 12" INLET PIPE Ili it IE=290.58 NOTES: SC740EPE06T 18.5" (470 mm) /�� ,� .,\\/.\ ,\� ••\ 6" (150 mm) 10.9" (277 mm) ` / _ /%!'%;%/!" SC740EPE06B 0.5" (13 mm) BOTTOM OF 1. SC 740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", ADS GEOSYNTHETICS 601T NON GEOTEXTILE SECTION A -A DUAL WALL 8" 12.2" 1 . ' 1 6 5' (4 19 mm) --- , . . •''r' Z� � DETENTION •'':,.k.--.. _ IE 290.58 OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". IIIIIIIIIIIIII�III�III� -WOVEN 1IIIIIIII1� SC740EPE08B (200 mm) (310 mm) --- 0,6" (15 mm) ;:;;� : PERFORATED SC740EPE10T 14.5" (368 mm) ' • • L_ �� V ELEV=290.58 "STANDARD HDPE 10" 250 ( 13.4" 340 --- --- . �`�° 2. SC -740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". CHAMBERS". /_ti►1 / . / . /_ STORMTECH I t UNDERDRAIN ' ' SC740EPE106 mm ) mm ( ) 0.7" (18 mm) ti?. . ; • , , END CAP , CIr, rir: r I lI I1JI 15,Irr LII SC740EPE12T 12.5" (318 mm) ,,, -: , f 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL y rl Sit I r :. rlrt' SC740EPE12B 12" (300 mm) 14,7" (373 mm):•::pi --- 1,2" (30 mm) _ ,'- z - 4---#$ • GALV MATERIALS. { c.1 -1,M[9 TI I \JI t j} SC740EPE15T 15" 18.4" 9.0" (229 mm) TYPE 9 MINERAL ;.." ,. "7. :•' DEFORMED REBAR B B nr- �� --_ii- , in, `' ,r ° sc74oEPE15B (375 mm) (467 mm) 1.3" (33 mm) ;°: - `�' ,. •"• ' �' STEPS 12" APART 4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT, i f } , 1 �1 id:NI, 1, it T I s I ��J 1 , 'P., SC740EPE18T (127 mm) --- AGGREGATE W / r r NO ISSUE DATE � f1Nl� ,.r (c; -r: r cs l_)L<'QN_` SC740EPE186 18"(450 mm)19.7"(500 mm)5.0" 1,6" 41 mm ( ) PORTLAND CEMENT �`� •.J:; :; r;.;K,+,;.�:�:'.,.P.,.,r : c•;;;.:.�. :;;;: »; ;.;..;. 5, THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE FOUNDATION STONE jy Jl r[ l 1. f Jl.f7 1� r}]I,jr J .. ___ ,.,• ! , ,.;;.; ,-; c,y� r ,,••v Sheet WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. i/ BENEATH CHAMBERS �, .1 , t /, t �Ir '('ir,i__,4),(4,-:,,?p, SC740EPE24B 24” (600 mm) 18.5" (470 mm) 0.1" (3 mm) y•�,o,.•:. ,,*• �,••��• ,:• �.:.,.• ,����,t;:,�,;:::;:�:y. •„_, .;•::�;:;_.'::• +;J,;�f�; s 5;,,,t,,,r. MH TYPE 48"0 Information °�u , irt ��, j.,�s ;+.+ : �: i,,._�f , .•.�,*.; ,;.'.,� r,t >/ [ yet, ,//\// : ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF ' r� '+`- ^ `�: ^' '%�a ' »'~ ' s ' ` ' '' '''': Date 03/02/2015 6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. \j\\/ • , ' ” ' \„,:x,/*/ /; ///, ADS GEOSYNTHETICS 601T \�%\\i\\ /�//\\//,/ THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP, FOR ADDITIONAL INFORMATION CONTACT 1-888-892-2694. STORMTECH AT ;+ •'r' w..,' ,}.''.. ^ , ':�'``� Job Number C101620-06 7. ONCE LAYER .C. IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL A NON GEOTEXTILE // //.OW REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. -WOVEN ,/j >� - SIZE DESIGN `FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). z Drawn LPL A a4" NUMBER AND OF UNDERDRAINS PER SITE ENGINEER\,\%;1�� (100 mm) TYP FOR SC -310 SYSTEMS SECTION B -B BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. A Checked KBS 6" (150 mm) TYP FOR SC -740, DC -780, MC -3500 & MC -4500 SYSTEMS NOTE: ALL DIMENSIONS ARE NOMINAL Approved JAJ \ c, 1j ��_2010\P105U-00:3\ -10\7-=L_9eL5ite.d,.,7 1Q/IS/2012 8:14 STORMWATER CHAMBER SPECIFICATIONS221 Title 1. CHAMBERS SHALL BE STORMTECH SC -740 LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO 8. ALL DESIGN SPECIFICATIONS FOR CHAMBERS SHALL BE IN ACCORDANCE WITH THE DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. MANUFACTURER'S LATEST DESIGN MANUAL. o 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE Stcirm'� RESINS TESTED USING ASTM STANDARDS. 6. ONLY CHAMBERS THAT ARE APPROVED BY THE ENGINEER WILL BE ALLOWED. THE 9. THE INSTALLATION OF CHAMBERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS1TE'Ch• Subsurface Stormwater Management' CONTRACTOR SHALL SUBMIT (3 SETS) OF THE FOLLOWING TO THE ENGINEER FOR APPROVAL LATEST INSTALLATION INSTRUCTIONS. �olNw000Rono,sulre3l RocKVHl��,cr°sos� 3. CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR BEFORE DELIVERING CHAMBERS TO TI -LE PROJECT SITE: •, POoDR AD, SUITEFOCKvI LL CT WWW.STORMTECH.COM • 1l 1o�l 4q t r r r 1 1 r ,`• �> ADVANCED DRAINAGE SYSTEMS, INC. RECEIVED CITY OF TUKWILA MAR. 0 3 2015 CIVIL SITE DETAILS STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". a. A STRUCTURAL EVALUATION BY A REGISTERED STRUCTURAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE , 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO DESIGN SPECIFICATIONS, SECTION 12:12 ARE MET. THE 50 -YEAR CREEP MODULUS , INTERNAL SUPPORT PANELS. DATA SPECIFIED IN ASTM F2922 MUST BE USED AS A PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL AND THE NTS INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE 7. CHAMBERS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. Stormtech SC -740 Installation AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET FOR: 1) 1 9- PERMIT CENTER .. Storm Draina 1"=2' a Control Structure 0 g Sheet C 0 2 01. 0 2 Copyright © 2012 Perkins+Will 51 1 41 1 3 1 2 1 1 C B WITHIN 55' OF HYDRANT 12' TAN. TO BUILDING PLAN VIEW 110' T ELBOW DOWN 30'L45" BEND COMPACTED FOUNDATION GRAVEL UNDER VAULT NOTES: SIDE VIEW 1, DESIGN FOR 4" THRU 10" DDCV. • NOT TO SCALE City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK. VALVE & VAULT SHEET: WS -15 •1 OF 2 REVISION ##: 08.03 APPROVAL: B. SHELTON. PAVEMENT PATCHING (SEE RS -03) NOTE: TOP OF TRENCH 1.3 X 'DEPTH' (MAX. WIDTH) BEDDING OUTER DIA. + 24" (MAX:MD H) BOTTOM OF TRENCH 1. ALL BACKFILL SHALL BE 5/8" CRUSHED ROCK COMPACTED TO 90% MODIFIED PROCTOR OPTIMUM DENSITY. 2. REFER TO RS -03 FOR PAVEMENT PATCHING. 3. PAVED AREAS: BACKFILL WITH CRUSHED ROCK. 4. UNPAVED AREAS: BACKFILL WITH NATIVE MATERIAL OR CRUSHED ROCK. A. NOT TO SCALE • City of Tukwila TRENCH BEDDING AND BACKFILL SHEET: WS -18 REVISION iF1: 08.03 LAST REVISION: 04.08 APPROVAL. BOB GIBERSON, CITY ENGINEER / MATERIAL LISTING: 1. 314' SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4" MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER. DIMENSION TO VARY WITH SIZE OF ASSEMBLY.. 4. O.S.H:A. APPROVED LADDER IF OVER 30" DEEP, 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6. COPPER OR BRONZE BYPASS WITH AN APPROVED OCVA AND 3/4" WATER METER. 7. APPROVED DCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 8. 10", 8", 6" OR 4" COUPLING ADAPTER, FL. 9. 10", 8', 6" OR 4" FL'PE D.I. CLASS 52 PIPE LENGTH TO FIT. 10. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON -SHRINK GROUT. 11. 10", 8", 6" OR 4" GATE VALVE FL`MJ WITH POST INDICATOR VALVE. 12. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY, 13. FLANGED 90" BEND, 14. 4` OR 6" D.I. CLASS52 PIPE FL"FL: 15. 4" OR 6" 90°BEND FL. 16. 4" OR 6" DJ. CLASS 52 PIPE, FL'FL. 17. 6" 90° BEND, FL. 18. UL LISTED 5" STORTZ CONNECTION WITH 30" OR 45° ELBOW. 19. 6" D.I. CLASS 52 PIPE LENGTH AS REQUIRED FLANGE"' THREADED P.E. 20. 6' 900 BEND FL. 21. SWING TYPE GRAVITY OPERATED CHECK VALVE, WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOUBLE CHECK AND VAULT ASSEMBLY GENERAL NOTES: 1. BACKFLOW PREVENTORS SHALL BE APPROVED BY DEPARTMENT OF HEALTH. 2, SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3. A SEPARATE DETAIL PLAN FOR VAULT INSTALLATION AND SPRINKLER LINE MUST BE. SUBMITTED AND APPROVED BY THE FIRE MARSHALL PRIOR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4". 5, VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED D RS WHEN DEPTH FROM TOP OF LID TO FLOOR OF VAULT EXCEEDS 30". INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE TOO. S. H. A. 7. LOCATE VAULT IN PLANTING AREA AND NOT IN. PAVING AREA, UNLESS APPROVED BY THE ENGINEER, 8, FITTINGS SHALL BE IN ACCORDANCE, WITH ALL APPLICABLE REQUIREMENTS OF ANSI/AWWA C110/A21.10 AND CEMENT LINED (SEE APWA & AWWA). 9.. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52 & CEMENT LINED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND,. 11, PROVIDE BALL DRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F,D,C. RISER. 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5" STORTZ CONNECTIONS AND TWO 30" OR 45" ELBOWS. 13, ALL. UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, AND PRESSURE TESTED IN THE. PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM, 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGGED AFTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE, AND COPIES OF TEST RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4' X 4' OR TWO 3' X 3' STEEL HINGED DOORS. 16. BACKFLOW PREVENTION VALVES AND POST OR WALL INDICATING VALVES SHALL BE PROVIDED WITH UL CENTRAL STATION TAMPER SUPERVISION. NOT TO SCALE City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK VALVE AND VAULT SHEET: WS -1S 2 OF 2 REVISION 31: 08.03 LAST REVISION: 08.04 APPROVALI B. SHELTON / t ASPHALT CONCRETE. OR BITUMINOUS PLANT MIX REPLACEMENT PATCH CUT WITH PNEUMATIC PAVEMENT CUTTER EXISTING ASPHALT PAVEMENT CONCRETE 150% OF EXISTING DEPTH SAW cur fDUSTING CONCRETE PAVEMEN1 EXTRA RICO BASE 516' MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY SAW CUT EXISTING OIL MAT DEPTH DETERMINED BY CITY TYPICAL PATCH FOR RIGID PAVEMENT ASPHALT CONCRETE.(NR BITUMINOUS PLANT MIX REPLACEMENT PATCH 150'4 OF EXISTING DEPTH N /. SAP MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY' SAW CUT EXISTING ASPHALT PAVEMENT 5/6' MINUS COMPACTED. CRUSHED ROCK UNLESS OTHERWISE ORDERED SY THE CITY NOTES: TYPICAL PATCH FOR FLEXIBLE PAVEMENT 518` MINUS COMPACTED CRUST IEIA ROCK UNLESS OTHERWISE ORDERED BY THE CITY 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL. MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. NOT TO SCALE • City of Tukwila PAVEMENT RESTORATION SHEET: RS -03 REVISION #1: 08.03 APPROVAL: B. SHELTON NTS City of Tukwila Standard Details 12 ANGLE METER STOP F.t.P. x METER FLANGE MUELLER H-14286 HOPE METER BOX W/ D.I. READER UD. USE SOLID UD IN TRAFFIC AREAS MIDSTATES PLASTICS (CARSON) WITH MOUSEHOLES, 12" DEEP MODEL BCF 1730-12XL D,I. UD W/ READER BC173OR R/W l MASTER RADIO READ METER (CUBIC FEET) TO BE SUPPLIED BY DISTRICT ANGLE DUAL CHECK VALVE METER FLANGExF.I.P,. MUELLER H-14244 I . iT"Ti "ITT-M7.,.-TI11,11--lii COMPRESSION CONNECTION, MUELLER 110 x M.I.P. H-15428 90" ELBOW F.I.P. x F.I.P. DOUBLE STAINLESS STEEL STRAP SADDLE. SMITH BLAIR. OR ROMAC v cl rt 0 c1 1111 Ia IMP Mil FINISH • GRADE • DUCTILE IRON*/ WA TERM AIN CLASS 52 CORP. STOP TAPER BY M.I.P. MUELLER •H-9969 OR FORD EQUAL COPPER TUBING COMPRESSION CONNECTION. MUELLER 110. x M.I.P. H-15428 90' BRASS ELBOW F.LP. x F.t.P. CLOSE NIPPLE, BRASS PRIVATE SERVICE PIPE STD. DETAIL NQ. 2 Engineering Planning Surveying yi g Consulting. 1-1/2' & r DOMESTIC SERVICE DETAIL PLOT DATE DRAWDESGF ifHECKED 'f DISTRICT APPROVED V EO 06,03,09 B5 DBH,R05 PLOT SCALE. IFILE. NAME DATEAPPROV'Eb NIS \\KTDATASVRS\UDRARY\CAD\DETAILS\DISTRICTS\ND12S,\5162012:-REV King County Water District No. 125 TO CATCH BASIN OR 18"x18"X12' GRAVEL, SUMP (SEE 14B) CAST IRON FRAME & GRATE OLYMPIC FOUNDRY NO. 5435 VAULT FLOOR CURB INLET TYPE SUMP NO .SCALE GROUT SEAL AROUND CASTING PRECAST CURB INLET APWA TYPE IV C. (HANGING SUMP) NOTE: HYDRAULIC SUMP PUMP MAY BE SUBSTITUTED FOR FLOOR DRAIN IF DRAIN LINE CANNOT BE DAYLIGHTED, SUMP PUMP TO DISCHARGE TO CATCH BASIN OR GRAVEL SUMP. (DETERMINATION TO BE MADE BY DISTRICT.) STD. DETAIL No. 14A Engineering Planning Surveying. Consulting DOUBLE DETECTOR CHECK ASSE WI MANHOLE OPENING BLY SIM 1CrI PLOT DATE 06/03/09 DRAWN VS DESCN BS CHECKED 0014/RDS DISTRICT APPROVED PLOT SCALE NTS \\K - FILE NAME OATASVRS\LIEFAR Y\CAD \DE TAAS\DISTR.'CTS\WDT 25\ST62DT1 DATE APP 0 R VED 4 -REV; King County Water District No.. 125 CONCRETE THRUST BLOCK 3' MIN. OR 3 TIMES DIA, OF THE TAP WHICHEVER IS GREATER i C C C 3 3 3. 3 CAST IRON TAPPING- TEE, FL. TO BE MUELLER MODEL H-615, ROMAC SST, OR EQUAL \\. tJ r�. i I RESILIENT SEAT GATE VALVE, FL .x MJ MUELLER . OR EQUAL NOTES: 1. ASSEMBLY TO BE PRE -TESTED BEFORE DRILLING. 2. 3' x 3' x 2" ASPHALT PAD REQUIRED IF VALVE BOX IS SET IN UNPAVED SURFACE. 3. IF TAP IS SAME SIZE AS EXISTING MAIN ONLY MUELLER H-615 ALLOWED STD. DETAIL No. a Fn TPA,P,q l'aM'o, Comm., Engineering Planning Surveying Consulting. TAPPING TEE A D VALVE DETAIL PLOT DATE 06/03/09 ORAM1 V;. DESIGN 05 CHECKED DOH/RD5 DISTRICT APPROVED PLOT SCALE NTS FILE NAME U \CADVE TAILS \DISTRICTS\WDT 25\5T 62DTD-REV BATE APPROVED. King County Water District No. 125 TO BE MAINTAINED BY DISTRICT TO BE MAINTAINED BY DEVELOPER CONSTRUCTION ACCORDING TO DISTRICT STANDARDS. TO THIS POINT CORED OPENING W/UNK:SEAL (TYPICAL) 0 0 _ L� TO BLDG. Til III, I I ALL FITTINGS TO BE PROPERLY I I BLOCKED SERVICE TO BE. TESTED AT 250 PSI PER KCti'D #I25 STANDARDS:. TO BE TESTED PER KING COUNTY OR OTHER. JURISDICTION FIRE MARSHAL -BUILDING CODE REQUIREMENTS BEEHIVE STRAINER SUMP: PUMP PIPING 1-1/2" MINUS WASHED ROCK TO VAULT GRAVEL SUMP DETAIL NO SCALE STD. DETAIL No. 14B ...,*"*""zzz) N' E' nTVnnl Cr/Hwy Engineering Planning Surveying. Consulting DOUBLE DETECTOR CHECK ASSEMBLY W/ MANHOLE OPENING sWaoI PLOT DATE 06/03/09 DRAWN vs DE5CN B5 CHECKED Da DS DISTRICT APPROVED PLOT SCALE FILE NAME DATE APPROVED NTS \\K-DATASVR5\UBRARY\CAO\DETAILS\CISTRICTS\MD123\5T62DTI4-REV King County Water District No. 125 THRUST BLOCK - TABLE Min, Bearing Area Against Undisturbed Soil Pipe SIze A (It2) B (It2) C (It2) 0 (It2) E (ft2) 4" 3 1 1 1 1 6" 4 4 2 I 1 8" 7 6. 4 2' 1 10" 11 10' 6 3 2 12"' 16 14 9 5' 3 14"' 22 19 12 6 3 16" 29 .25 16 '8' 4 18" 36. 31 20 10 5 20' 45 39 24 13 6 2'2" 54 47 29 15 8 24". 64' 56 35 18 9 28" 87 76 dB. 24 12 30" 101 67 55 28 14 NOTES: 1. BEARING, AREA OF CONCRETE THRUST -BLOCK BASED ON 200 PSI PRESSURE AND, SAFE SOIL BEARING LOAD. OF 2,000 POUNDS PER SQUARE FOOT. 2. AREA MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES. AND SOIL CONDITIONS.. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND' HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4 BLOCK SHALL BEAR R AGAINST F TTINGS ONLY AND I, SHALL BE CLEAR OF JOINTS: TO PERMIT TAKING UP OR DISMANTLING OF JOINT. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE., TEE W/ PLUG TEE W/O PLUG BLIND FLANGE OR SMALLER SIZE PIPE 6. THRUST BLOCK IS CONSIDERED TO ACT AS A SPREAD FOOTING;' THEREFORE HEIGHT OF' BLOCK MUST BE EQUAL TO OR LESS. THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK'S BASE. 7. THE QUANTITY OF CONCRETE DEPENDS UPON THE DISTANCE BETWEEN THE PIPE AND THE UNDISTURBED SOIL. 8. PROVIDE RESTRAINED JOINT BENDS AND PIPE IN LIEU OF BLOCKS IF THERE ARE SPACE' CONFLICTS OR BEARING AREA HAS BEEN DISTURBED. CAP 45' BEND 11 1/4' BEND 22 T/2' BEND STD. DETAIL No. 5 Engineering Planning. Surveying Consulting HORIZONTAL. THRUST BLOCKING DETAIL & TABLE PLOT DATE 06/03/09 DRAWN MAA' DE5PGV PCL CHECKED 00H/RDS DISTRICT APPROVED PFILE NAME LOT SCALE NTS \\R-DATASvP.9\LIBRARY\CAD\OETMLS\OISTRICTS\W0125\51620 DATE APPROVED TS. King County Water District No. 125 ITER P110N 1 FL COUPLING ADAPTER 2 FL X PE SPOOL 3 NJ LONG BARREL SLEEVE 4 PE SPOOL 5 U.L. APPROVED DOUBLE DETECTOR CHECK VALVE ASSEMBLY, FEBCO MODEL 806 DDC OR EQUAL TO BE CENTERED IN VAULT 6 ADJUSTABLE PIPE SUPPORT, GRINNEL NO. 264 OR EQUAL 7 FL. S0' BEND 8 FL CHECK VALVE 9 FIRE DEPARTMENT CONNECTION - BASED ON FIRE MARSHAL REQUIREMENTS 10 PRE -CAST VAULT, SEE CALL OUT BELOW 11 2" PVC DRAIN PIPE TO DAYLIGHT. PROVIDE RODENT -PROOF SCREEN AT DAYLIGHT OR CONNECT TO STRUCTURE 12 OLYMPIC FOUNDRY fMH83A 42"x4" MANHOLE FRAME & COVER 13 6" EXTENSION RING 14 FREE STANDING GALVANIZED LADDER. ATTACHED TO FLOOR AND SIDE OF HATCH. 15 CC SYSTEMS; SUMP DRAIN ASSEMBLY MODEL NO. 996633-51-2, CONNECT TO DI PIPE WITH DISTRICT APPROVED 3/4" SADDLE AND BALL CORP. STOP (SEE DETAIL 16) PIPE CZE UTILITY VAULT NO. (OR APPR01f) EQUAL) 4" OR 6" 577 -LA W/ 57T -:42E TOP SECTION 8' 4484 -LA. W/ 4484. -TL -42E TOP SECTION 10" 5106 -LA W/ 5106' -TL -42E TOP SECTION NOTES: 1. ALL VAULT PENETRATIONS SHALL BE CORED, WITH LINK -SEAL OR EQUAL INSTALLED AROUND PIPE. 2. ALL PIPE AND FITTINGS TO. BE DUCTILE OR CAST IRON. 3. ALL PIPING SHALL BE PAINTED WITH ONE COAT PRIMER AND TWO COATS RUSTOLIUM (COLOR TO BE LIGHT BLUE OR AS APPROVED BY THE DISTRICT). SUBMIT SUPPLIER CUTS ON ALL MATERIALS TO BE USED, FOR APPROVAL. 4. VAULTS TO HAVE HANGING.. SUMPS IF SUMP PUMP TO BE USED. 5. ALL TEST COCKS SHALL BE PLUGGED. 6: ASSEMBLY TO BE MAINTAINED BY OWNER. ANNUAL CERTIFICATION TO DISTRICT REQUIRED. 7. FIRELINE SHALL NOT BE PUT INTO SERVICE UNTIL BACKFLOW PREVENTION DEVICE IS APPROVED BY DISTRICT. STD. DETAIL No. 14C Engineering Planning Surveying Consulting DOUBLE DETECTOR CHECK ASSEMBLY WI MANHOLE OPENING OS13OFI PLOT DATE 06/03/09 DRAWN VS DES CNI ES: CHECKED 00H/RDS DISTRICT APPROVED PLOT SCALE. FILE. NAME. DATE APPROVED NTS ,\\K -CI ATASVRS\LIBRARY\CAD\DETAILS \PSTRCIS\ND12S\5167717. -REV . King County. Water District No. 125 NTS King Count y Water District No. 125 Standard Details 5 DI Cl B A] 1551 LU Not Used 16 Not Used 7 18 NTS Not Used Not Used I 9 br6,..2.1 APPROVED APR 03 2015 City of Tukwila PUBLIC Works RECEIVED CITY OF TUKWILA MAR 0 3 2015 PERMIT CENTER PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System COUGHLIN PORTER LUNDEEN 801 SECOND AVE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION PERMIT SET 2/6/2015 Drawing Issue Date Revisions PERMIT REVISION #2 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION 3/2/2015 NO ISSUE DATE Sheet Information Date 03/02/2015 Job Number C101620-06 Drawn LPL Checked KBS Approved JAJ Title CIVIL SITE DETAILS CO2 -03 NTS 2 Not Used Copyright @ 2012 Perkins+Will 4 FUTURE TUKWILA VILLAGE COMMONS FLAGSTONE STONE SEATING, TYP, STAKE INFIELD FOR APPROVAI CONCRETE SEATWALL CONC. PAVING, REF FOR SECTION L01-0,2) CIP CONC. STAIR HANDRAIL CIVIL S WITH 2 • I OF TREE GRATE I TRASH ENCLOSURE, REF. ARCH. Jcl I IL.=i1 111.111H 11111,11,11 UN. ______,,..„,,,.,..;,,..1.:.,(,t,;_Hl_i...:.....,;.....):(cii,)Ie)_i(.i11Tn..r..p2/,.."6,)N,,)(.[:,q1:2)H]:..,,,,, j).1/..,),L,,A11,...,:,11LI.,>..1,,,\..,,,.. ..__// 1 ' 11 (V:: -1j .1' >• 1L 7-71.,- .:Jr)RI.E.:•0011'1,L-inr,-)C-;,, 111)L ''',1)(:,1)1111111?)..;:?/C11'-;i1..:1.1111.1(7j111)11'-r-<:)_/ )---'7i''''')(...(1j:..:.-1.1\\11jIL (.... -.1Cylry.i.TiOr'..-'"iry... 1-1 111.1[,.:101 .1;111",(1[), _""J[11:2'(.1.11[. \CE1':',...1..11[ 11,11,111,:''').1CYi1)1:....)11"--it.-1,1[ 'L) ,,, LU CN OF ' TREE GRATE, COORDINATE WITH PARKING, TYP. FOR ALL TREE GRATES OF TREE GRATE r.:_lni _Lccpr...•1[1:--..kli-- II )1. 'Ir.' -1,1dI. I6IJ•-i-2.IIHIIIIt(„-/<I>)I,j'I()'l,il.1‘I.11;1III'n...."'I/I''\'I-I-;;,,f,.-tI1[:-,,-.,.3(r*:.i:II•'.'I1/II)/LI-5i-.r 4J(„ILJL„1,b(1jr((1,-[i-'):r1Q11.2,6IIIE"7,(.-7"1.i):V10j(II-1C'1'li:1:7'(i:j;'1.cdr-L)1)• fL jr ,-- 'i:)(2<-3)!11 :(\;i[;(Lfi?0:_7:,-..?rL;Il:jI...'• .,.. ......... .,: -> DIVIDE WALL INTO SPACE_S WITH "V" JTS. SKATE DETERRENT-TYR- NA AV 1 milrriall=iranliMm=iirElirn1611111TiNg Wiranin=lirgirlinZlirmialiiinlim"""miiiiptu' um BIKE RACK, TYP. SEE LEGEND THIS SHEET & SPECS TRENCH DRAIN, REF. CIVIL ALIGN WALL JTS. W/ NEAREST PAVER JOINT. CONFIRM PAVER LAYOUT PRIOR TO CASTING WALL TERRACE PAVING, REF. ARCH. OVERHANG, ABOVE TUKWILA LIBRARY +296.67 ALIGN GRAVEL EDGING WITH BUILDING — 297 PROPERTY.. LINE FUTURE ,SIDEWALK TREE GRATE OF TREE GRATE BOLLARDS, REF. ARCH. PRE -CAST CONCRETE PAVERS STORM VAULT SYSTEM, REF. CIVIL A a • 29 7 Yfi- )4 j'11( •.‘ )/,41. 291 KCLS BOOK DELIVERY/DROP-0 174 --1 .t I - __..__ -1 - o tmmma =am Emmiza , 3 r===. rrrr, 293 — CONCRETE S6kTWALL DETERRENT, TYP. L01-02 RELOCATED BUS - SHELTER, REF. ARCH L01-02 GRAVEL WITH METAL HEADER Landscape Materials Plan 7/a „ in 7e/71 C 7/00 G// \:// o N • WOW/ pani-er5 by -iv owk cum Rim, 6M-1 Scale: 1"=10'-0" 5 4 1 3 2 0 10 1 1 1 1 1 20 MATERIALS & FINISHES 01 CJ 0 0 0 PAVING TYPE A CONCRETE PAVING (SEE CIVIL FOR SECTION) LT -MD SANDBLAST FINISH, WITH SAWCUT JOINTS TYPE B PAVER, STACKED BOND SEE ARCHITECTURAL TYPE C FLAGSTONE PAVING SAN DSET GRAVEL WITH METAL HEADER CONTROL JOINT CONCRETE SEATWALL NATURAL GRAY CONCRETE LT. SANDBLAST FINISH STONE SEATS STAKE LOCATIONS IN FIELD FOR APPROVAL BY L.A. BIKE RACK, SEE SPECS PRE -CAST CONCRETE PAVERS 24" x 48" x 2" TREE GRATE TO MATCH TUKWILA VILLAGE: 'KIVA' BY URBAN ACCESSORIES ALIGN NOTES: SEE L02-01, L03-01 FOR GREEN breift6,/ibt D B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.porkinswill.corn Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System KAREN KIEST landscape architects w. john st, suite 305 seattle wa 98119 tel : 206.323.6032 LAN STATE OF WASHINGTON LICENSED HITECT EXPIRLEICSENOSNE 1N20./1805/02013 KA • EN S. K"ST PERMIT REVISIONS 10/10/2014 CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date PERMIT REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION A RECEIVED CITY OF TUXWILA OCT 14 2014 PERMIT CENTER Revisions 10/10/2014 A PERMIT REVISIONS 10/10/2014 NO ISSUE..- DATE Date Sheet Information 10/10/2014 Job Number TU KL Drawn KM Checked KK Approved KK Title LANDSCAPE. MATERIALS & LAYOUT PLAN Sheet LO1 —01 • •••••••••• ••••••Il ••••••• • t. J U LL w //i FIN. GR. 2" DEPTH MULCH, 1" BELOW PAVING FIN. GR. PLANTING SOIL 1/4" R. TOOLED EDGE, TYP. .1-7."7.11 A. SCORE JOINT • , ...._...11, .......III IIS ........:III C.I.P. CONC. PVM J U W COMPACTED SUBGRADE CONCRETE PVNG.- FIRST POUR CONCRETE PVNG.- SECOND POUR i" I.J. W/ SEALANT, RECESS SEALANT, COLOR TO MATCH CONC., SAND COAT C. CONSTRUCTION JOINT CONCRETE PAVEMENT JOINTS SCALE: 1" = 1'-0" 1/2" TYP. N \J 1 8" CONTROL JOINT - 1/4 DEPTH OF SLAB LEGEND CONCRETE PVMT. W/ LT./MED. SANDBLAST FINISH 0 1/8" SAWCUT JOINTS. NO SHINERS/BANDS. 0 3/8" ISOLATION JOINT MATERIAL. AGG. BASE, REF. CIVIL I ..:I -,I, I I 1_75:1 IL.... _H I1..-1 1. 1 I I. I -1 B. CONTROL JOINT FIXED ELEMENT, I.E. WALL, STEP, COLUMN, VAULT OR CURB N "V" JOINT IN TOP AND FRONT FACE (3) #4 CONT. HORIZ. EA. FACE R=1/8" ALONG TOP EDGE SEATING SIDE, TYP TRENCH DRAIN & CONC. COLLAR, REF. CIVIL TILE PAVING, REF. ARCH. FINISH GRADE 00 D. ISOLATION JOINT JOINT ENLARGEMENT SCALE: 2"=1'-0" ( 2'-10" (24" MIN.) CONCRETE SEAT WALL @TERRACE SKATE DETERRENT, SEE LO1-01 FOR LOCATION & QUANTITY TOP OF SEAT WALL TO REMAIN LEVEL ALONG LENGTH OF SEAT WALL R=1/8", TYP. ALONG ALL EXPOSED EDGES #4 n © 12" O.C., MAX SPACING CIP CONCRETE, LIGHT SANDBLAST FINISH ADJACENT PLANTING AREA OR PAVEMENT EXPANSION JOINT #4 @ 12" O.C. (4) #4 CONT. CONC. FTNG. COMPACTED SUBGRADE ENLARGEMENT OF ISOLATION JOINT. SEALANT, RECESSED, COLOR TO MATCH CONC., SAND COAT o� JOINT EQ. EQ. EQ. PLAN NTS TUKL_DETI "V" JT., TYP., SEE L01-01 FOR LOCATION & QUANTITY BACK SIDE SKATE DETERRENT, TYP., _ SEE L01-01 FOR irLOCATION & QUANTITY R=1/8" ALONG TOP OF EDGES OF WALL FRONT SIDE EQ. TOP OF SEAT WALL TO REMAIN LEVEL "V" JT. SEATING SIDE, DO NOT RUN JT. DOWN BACK SIDE FINISH GRADE ELEVATION NTS SCALE: 1" = 1'-0" (OR AS NOTED) TW • 1'-6" E.J. ri uCJ (4 c"), (2K J �c�l��'�� ...._.. ((I �.......... • <I <> ,I 1 1„ ,1 1 I ,III; ;1 I I„ A v <1 A .:� n • SKATE DETERRENT, SEE L01-01 FOR LOCATION & QUANTITY 1/8” R. EASED EDGE ALL EXP. EDGES #4 @ 12" O.C. C.I.P. CONC. FIN. GR., CONDITIONS VARY, SEE PLANS • - #4 @ 18" O.0 VERTICAL III ---II U I HI„,IIIIII; III,, #4 @ 12" O.0 HORIZONTAL #4 @ 12" O.0 EACH WAY 2'- 6" C.I.P. CONC. SEAT WALL SCALE: 1 1/2" = 1'-0" CONC. FTNG. COMPACTED SUBGRADE CO co 1'-6" END ELEVATION TUKL—C 4" Z!*III4I FLAGSTONE PAVING STONE PAVER EDGE RESTRAINT FIN. GR. MULCH SAND, 1" DEPTH i"(-) CRUSHED ROCK BASE, COMPACT TO 95% PLANTING MEDIUM, SEE SPECIFICATIONS COMPACTED SUBGRADE SCALE: 1" = 1'-0" ESCUTCHEON PLATE, TYP., SEE DETAIL 7/L01-02 SKATE DETERRENT, TYP., SEE SPEC TUK ADJACENT PLANTING AREA 8" 18" MIN. BOULDER: SAWN TOP & BOTTOM, THERMAL FIN. TOP SPLIT FACE SIDES 1/4" SAND JT. ADJACENT PAVERS, 1/L01-02 — it �I�I ..111 -i11 u I NOTE: PLACE ALL BOULDERS PRIOR TO PAVING, TOPSOIL PLACEMENT, IRRIGATION, OR LANDSCAPING. EQ. STONE SEATING 1 11:. 1 =L. I I _i I I I COMPACTED 4" DEPTH 3/4"(-) C.R. BASE SCALE: 1" = 1'-0" EQ. 1'-2" 11" 2 THICKENED CONC. @ POSTS E.J., TYP. 1/8" R. EASED EDGE, TYP LT. SANDBLAST FIN. ALL EXP. SURFACES FIN. SURFACE SEAT WALL TO REMAIN LEVEL ALONG LENGTH OF WALL FRONT ELEVATION WC_ CONC. SEATWALL 1.9" O.D. SS PIPE HANDRAIL 4" SS FLAT BAR POST, TYP. WIDTH TO MATCH PIPE 1'-5" • ^ v C.I.P. CONCRETE STAIRS W/ HANDRAIL SCALE: 1" = 1'-0" .. • 1/2" RADIUS, TYP. ----- I.. -- STOP OF STAIRS ESCUTCHEON PLATE, TYP., SEE DETAIL 7/L01-02 CONC. PVNG., TYP TUKL_DET/ NOTES: METAL EDGING ISOMETRIC VIEW SPIKE NTS METAL LANDSCAPE EDGING, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS GRAVEL, SEE L01-01 SEE PLANS FOR DIMENSIONS COMPACT GRADE ADJACENT TO RESTRAINT FILL ALL VOIDS UNDER RESTRAINT FOR PROPER SUPPORT GEOTEXTILE FABRIC METAL SPIKE PER MANUFACTURER'S RECOMMENDATIONS FOR SECURING EDGING COMPACTED SUBGRADE CROSS SLOPE GRAVEL WITH METAL HEADER SCALE: 1" = 1'-0" 1. SHOP DRAWINGS REQUIRED FOR ALL HANDRAILS. 2. ALL METAL COMPONENTS FOR HANDRAILS TO BE STAINLESS STL. W/ SATIN FINISH. 3. WELD ALL COMPONENTS W/ $" ORNAMENTAL QUALITY FILLET WELD, GRIND SMOOTH, TYP. 4. FIELD MEASURE FOR ALL HANDRAILS. EXPANSION JOINT, TYP. CORE DRILL CONCRETE AND SET POST IN NON -SHRINK GROUT, TYP. C.I.P. CONC. COMPACTED SUBGRADE """Til I I1::.III- #4 @ 18" O.C. EA. WAY, TYP. (1) #4 @ EA. NOSE 1/8"/FT. SLOPE, TYP. (3) 1/4" WIDE X 1/2" DEEP NON -SLIP GROOVE EACH TREAD 1" SEPARATION BETWEEN EACH GROOVE (2) #4 AT BOTTOM SECTION SECTION HANDRAIL EDGE OF PVMT. THICKENED EDGE TUKL_DETAILS2.DV N) N Ntit- N) HOLE BELOW PLATE POST 1/4" SS COVER PLATE 3 7/8" 1 7/8" z TUKL_DET/ 1/4"R AT CORNER, TYP. CONT. WELD EASE TOP EDGE, TYP. ESCUTCHEON PLATE SCALE: 3" = V-0" -0" D C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System KAREN KIEST landscape architects w. john st, suite 305 seattle wa 98119 tel : 206.323.6032 LAN STATE OF WASHINGTON LICENSED HITECT KA•EN S. K'EST LICENSE NO.850 EXPIRES ON 12/10/2013 PERMIT REVISIONS 10/10/2014 CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date PERMIT REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 I City of Tukwila I BUILDING DIVISION A RECEIVED CITY OF TIUKWILA OCT 1 4 2014 PERMIT CENTER Revisions 10/10/2014 A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Date Sheet Information 10/10/2014 Job Number TUKL Drawn KM Checked KK Approved KK Title LANDSCAPE SITE DETAILS Sheet L01 -02 • •••w•r «••••• •w.••• 5 ) 4 I I I I I I I I I I I I I I I I I I I I T'I,I. GRAD[ BREAK RAIN SENSOR LOCATION TBD, LOCATE ON ROOF, CONFIRM LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. LOCATE CONTROLLER AND RAIN SENSOR RECEIVER IN STAINLESS STEEL PEDESTAL IN APPROX. LOCATION SHOWN. CONNECT TO POWER AND VALVES. SEE ELECTRICAL FOR POWER. CONFIRM LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. IRRIGATION Pb NT OAF\ CONNECTION, REFCIVIL PLANS FOR WATER CONNECTION Landscape Irrigation Plan - Ground Level Scale: 1"=101-0" 3) ROOF ACCESS HATCH IRRIGATION SUPPLY STUB—OUT, COORDINATE WITH PLUMBING SKYLIGHT, TYP. r I \ J J� (4) (5) ( 6) (7) lI / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + + + + + + + + + + + + + + + + + + + + +.... + + + + .. + .. +....+ + ...+ ....+ + . + + ._. +.._ + ...._+ +... . + + + + + + + + + + + + + + + + + + + + + --I—+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + + + + + + + + + -I -I- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t t 1- t -F. t t t 1- t -t- - + + + + — + + + + — + + + + + + + + + + + + + + + + + + + — + + + + — + + + + — + + + + + + + + + + + + + + + + + + + + + + — — + + + + + + + + + + - + + + + + + — + + + + — — — + + + + ............. _. ................ _ +...... ....._;: _......+._...... +....._ +................+... +.+ ++.... + + + .._.......+ + + + + + + + + + + + — + + + + - + + + + + + + f + + + + + + + + + + + + + + + + + t + + + + + — + + + + - -� + + + -1 + + + + 41 + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + o - + .._._+_.... +.__ I-_ ...._+.. +....._.. +.._..._......+......_... +.. + ..._+_ +k_ + _+ + +__ + + + + + + + + + + + ++++++++ ++++++�+ + + + + + + I I I + + + + + + + + + + + + + + + + + + + + — + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + -H + + + -H + + + + -H + + + + + + + + + + + + + + + + + + + + + + — + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + +++ + + +_-_+ + +__-+_._ + + + ±__-+ + ± + + + + + + + + + + + + + + — + + + + - -4- -1- -i- -Ia -I- -- -i- -4- -I4 4- -1- -4- -I- -t_ t t -I- t — -f- -1- t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + + + + + + + + + - + + + + — + + + + + + + + + + + + + :__+.. - +.__._+_ + .._+ +. + + + + + + + + + + + + + — + + + + + + + + + + + + + + + + — + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + — + + + + + + + + + + + + + + + + — + + + ._....+ ......_ _........._._...._...... ........... .........._ ..�_.....-. + + + ----- + + + + + + + + + + + + + + + + + +.. + + + + + + + — + + + + — + + + + — + + + + — + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + — + + + + — + + + + — + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + — + + + + — + + + + _._-1-_-+ _.._+ . _+_ + __+ ....._+__...._+ ... -+_... +..._.. -+--.+....-.._..-{- .. _+........... +...._.....+ _ ..+ + + + + — + + — + + + + + + + +++++ + + + ��+ + + +���+�++++++ I I +++++ + + + + + + + + + + . - + + + + + + + I I I + + + + + + + + + — + + + + — + + + + — + + + + — + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + — + + + + — + + + + — + + + + + + + +i+ + + + +i+ + + + +i+ + + + +i+ + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + +.__+++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++ + + + + -1- -I- -1- -4- -1- I -I- -I- -I- -4- -I- I -I- -4- -4- -I- -1- -I- -I- -I- -4- -I- + + + + — + + + - + + + + + + + + + + + + + — + + + - + + ++ +--_+_-_+_-_++.__ - 1-+-1-.+4-+-I-+4- I-4-+-i-+-I-+-I+ Landscape Irrigation Plan - Roof (,..) Scale: 1"=101-0" 0 10 20 11111 1 {A) (B) (c) / 0 10 IIIII 20 1 POC PER CIVIL 2 IRRIGATION LEGE\D SYMBOL DESCRIPTION ++++++++++ ++++++ + +++ — — --- M F D4 NOT SHOWN NOT SHOWN n HB NEW SPRAY IRRIGATION NEW DRIP IRRIGATION MAINLINE LATERAL LINE SLEEVE: SIZE 0 = 2X LINE SIZE, 2" MIN CONTROLLER: SEE SPECIFICATIONS METER: SEE CIVIL PLANS DOUBLE CHECK BACKFLOW PREVENTER: SEE CIVIL PLANS MASTER VALVE: SEE SPECIFICATIONS FLOW SENSOR: SEE SPECIFICATIONS QUICK COUPLER: SEE SPECIFICATIONS REMOTE CONTROL VALVE: SEE SPECIFICATIONS GATE VALVE: SEE SPECIFICATIONS ZONE ISOLATION BALL VALVE: SEE SPECIFICATIONS MANUAL DRAIN VALVE: SEE SPECIFICATIONS RAIN SENSOR: SEE SPECIFICATIONS HOSE BIB: SEE SPECIFICATIONS a1.1111-1-11,11 1 111111.,11/.11 IRRIGATION NOTES 1. ALL PROPOSED PLANTING AREAS WILL BE WATERED WITH A COMPLETE IN—GROUND AUTOMATIC IRRIGATION SYSTEM AS SHOWN. 2. IRRIGATION SYSTEM IS BASED ON THE MINIMUM OPERATING PRESSURE OF THE SPRINKLERS AND THE MAXIMUM FLOW DEMAND FOR STATIONS PROPOSED. THE IRRIGATION CONTRACTOR SHALL VERIFY POINT OF CONNECTION AND WATER PRESSURE PRIOR TO CONSTRUCTION. 3. LOCATION OF POINT OF CONNECTION, MAINLINE AND SLEEVES AS SHOWN ARE SCHEMATIC. LOCATE MAINLINE AND VALVES AS APPROPRIATE TO THE INSTRUCTIONS CONTAINED IN THE SPECIFICATIONS. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING, UTILITIES AND ARCHITECTURAL FEATURES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC, UNLESS OTHERWISE NOTED. 5. IN ADDITION TO THE PIPE SLEEVES SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 6. SPRAY SPRINKLERS WILL BE USED IN SHRUB AND GROUNDCOVER PLANTING AREAS. SPRINKLERS WILL HAVE HEAD—TO—HEAD COVERAGE. 7. IRRIGATION CONTRACTOR TO ROUTE COMMON AND CONTROL WIRE FROM THE CONTROLLER TO CONTROL VALVES. CONNECT TO MAINLINE, EXCEPT AT SLEEVES. PROVIDE ONE SPARE WIRE FROM THE CONTROLLER TO THE FARTHEST VALVE ON THE SITE AND AT THE ENDS OF THE MAINLINE RUNS. PIPE SIZING CHART GALLONS / MIN. PIPE SIZE 0 — 10 10 — 16 16 — 26 26 — 35 35 — 55 3/4 INCH 1 INCH 1-1/4 INCH 1-1/2 INCH 2 INCH POINT OF CONNECTION ASSEMBLY (P.O.C.) - PER CIVIL �� 4JI &- ��C<Z-- 14/ 4, 4<i �Q 4 < <3. A`'< - N.1 FLOW 8. DO NOT WILLFULLY DESIGN AND INSTALL THE SPRINKLER SYSTEM WHERE IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 9. PIPE SIZING SHALL AVOID VELOCITY IN EXCESS OF 5 FEET PER SECOND. 10. ANY DAMAGED CONCRETE OR OTHER PAVING SURFACE SHALL BE REPLACED TO MATCH EXISTING AS PART OF THE CONTRACT COST. 11. INSTALL BACKFLOW PREVENTION DEVICE AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT STANDARDS. 12. COORDINATE RAIN SENSOR LOCATION WITH ARCHITECT. WIRELES RAIN SENSOR SHALL BE LOCATED WITHIN LINE—OF—SIGHT OF CONTROLLER. D PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System KAREN KIEST landscape architects III w. john st, suite 305 seattle wa 98 119 tel : 206.323.6032 STATE OF WASHINGTON LICENSED HITECT KA"EN S. K'EST LICENSE NO.850 EXPIRES ON 12/10/2013 PERMIT REVISIONS 10/10/2014 CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date A PERMIT REVISIONS REVIEWED F4)R CODE COMPLI NCE APPROVE - APR 0 6 201 City of Tukwila BUILDING DIVIOION A 1 (0 RECEIVED CITY OF TWILA OCT 1 4 2014 PERMIT CENTER Revisions 10/10/2014 A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Date Sheet Information .................... 10/10/2014 Job Number TUKL Drawn KM Checked KK Approved KK Title IRRIGATION PLAN Sheet L02-01 W J J z w 1111���111���III��IIII��IIII��111 ���_-III- IRRIGATION TRENCH SCALE: NTS SCH 80 NIPPLES & FITTINGS TO BE SAME SIZE AS MANUAL DRAIN VALVE. FINISH GRADE TRACKING TAPE 6" BELOW GRADE CLEAN, COMPACTED SUITABLE NATIVE BACKFILL SAND OR APPROVED BEDDING MATERIAL LATERAL PIPE MAINLINE PIPE BUNDLE IRRIGATION WIRE UNDER MAINLINE AND ALONG OPPOSITE SIDE FROM ANY SWING JOINTS 11111=1.. III=III1.. =III=III=1 111-111=111 =111=111=- 1 I= III -I I 1=1 I 1=1 =111-111 - 1111111 =III=III- , 111-111=1111 =111=111=11 III -I I 1=1 I 1=1 =111-Ill-- III II II II I II II I II I1-i11;,111;,111,,1I 1I,111,,1I MANUAL DRAIN VALVE SCALE: NTS VALVE BOX WITH LOCKABLE LID FINISH GRADE 4" PVC SLEEVE MANUAL DRAIN VALVE SCH. 80 NIPPLES DRAIN ROCK— 3 CU. FT. MIN. WRAP IN FILTER FABRIC SCH. 40 MAINLINE E E MASTER VALVE SCALE: NTS MAINLINE I III= IIIIII- SAND OR APPROVED BEDDING MATERIAL 111=1I= ROOFING NAIL TO MARK SLEEVE EXISTING OR NEW PAVEMENT TRACKING TAPE 6" BELOW PAVEMENT CLEAN, COMPACTED SUITABLE NATIVE BACKFILL 11I I�IIIII��IIIII-1 IIIII��IIII I I_II III= SLEEVE IRRIGATION SLEEVE SCALE: NTS 1=11 1=I I I -I I I -I I I -I I I -I I I=I I I: QUICK COUPLER SCALE: NTS 'SNAP TITE' CONNECTORS & EXPANSIOIN COILS, 15 WRAPS AROUND 1/2" PIPE (TYP.) ELECTRIC MAINLINE VALVE (PER LEGEND) AMETEK PLASTIC VALVE BOX, TAN OR GREEN TO MATCH ADJACENT SURFACE BURY 2" DEEP IN TURF AREAS & 1" ABOVE GRADE IN PLANTER AREAS FINISH GRADE FLANGED FITTING 4" PEA GRAVEL MAINLINE TAPE & BUNDLE CONTROL WIRE PER SPECS CONTROL Sc COMMON WIRE TO CONTROLLER FLUSH WITH FINISH GRADE QUICK COUPLER IN VALVE BOX W/ LOCKABLE LID FINISH GRADE DRAIN ROCK MIN. 3" DEEP SCH. 80 NIPPLE BRICK OR CONC. BLOCK, TYP SCH. 40 STREET ELL. SCH. 40 ELL. SCH. 80 NIPPLE SCH. 40 STREET ELL. SCH. 40 TEE OR ELL., TYP SCH. 40 MAINLINE OR LATERAL LINE n 4- CHRIST B3 CONCRETE UTILITY BOX WITH CAST IRON LID SET FLUSH WITH FINISH GRADE ASPHALT CHAMPION 1-401 HOSE BIB AUTOMATIC CONTROLLER WITH LOCKABLE DOOR HARD—WIRE 120 VOLT ELECTRICAL SERVICE WITH JUNCTION BOX 2" DIA. CONDUIT TO 6" BELOW GRADE, TRENCH WIRES TO MAINLINE TRENCH FINISH GRADE ALL WIRE TO BE INSTALLED PER LOCAL ELECTRICAL CODE. VERIFY LOCATION PRIOR TO INSTALLATION. INSTALL CONTROLLER PER MANUFACTURER'S INSTRUCTIONS. WALL -MOUNTED IRRIGATION CONTROLLER SCALE: NTS 3" MIN. 6" MAX. =1 I 1-1 t v ii. =1 1 1-1 1 I-1 1 1= PEA GRAVEL SUMP 4" DEEP 30" LONG X 1" GALVANIZED ANGLE IRON STAKE W/ 2 STAINLESS STEEL BANDS BRASS NIPPLE (12" MIN.) BRASS ELL (MIPT & FIPT) BRASS STREET ELLS (FIPT & FIPT) BRASS NIPPLE (6" MIN.) BRASS STREET ELL (MIPT & FIPT) PVC TEE OR ELL ON MAINLINE 3 POP-UP SPRINKLER SCALE: NTS REMOTE CONTROL VALVE PVC MAIN LINE — PAVEMENT OR CURB TOP OF SPRINKLER FLUSH WITH FINISH GRADE POP—UP SPRINKLER CLASS 315 PVC PREFABRICATED TRIPLE SWING JOINT SCH. 40 TEE LATERAL LINE PRESSURE REGULATING VALVE — LATERAL LINE TO ZONES UNION, TYP COUPLING FILTER DRIP CONTROL VALVE W/ FILTER & PRV SCALE: NTS COMPRESSION RING FINISH GRADE VALVE BOX SEE SPECS. LINE FLUSHING VALVE BRICK SUPPORTS (THREE) 3/4" GRAVEL SUMP (1 CUBIC FOOT) 4I ( o Laoa�4°4°gio8 ° I • DRIPLINE FLUSH VALVE SCALE: NTS DRIPLINE PVC PIPE & FITTINGS UPSTREAM OF THE ISOLATION VALVE TO BE THE SAME AS SIZE THE MAINLINE. ISOLATION VALVE SAME SIZE AS REMOTE CONTROL VALVE. 1=11 (noir 11a 1 oo, . o 111 1 - — =11 • ��_III-111-��III���III��II III II_.III 1 REMOTE CONTROL VALVE SCALE: NTS FLUSH WITH FINISH GRADE VALVE BOX WITH LOCKABLE LID COMPRESSION FITTING REMOTE CONTROL VALVE WITH 18" COIL OF WIRE & MALE REDUCER FINISH GRADE ISOLATION VALVE WITH MALE REDUCER SCH. 80 NIPPLE SCH. 40 ELL. DRAIN ROCK MIN. 3" DEEP SCH. 80 NIPPLE BRICK OR CONC. BLOCK SCH. 40 MAINLINE SCH. 40 TEE OR ELL., TYP. SCH. 40 ELL. II II ii Ii —11 10" ROUND VALVE BOX WITH NECESSARY EXTENSIONS. 1/2" IN TURF, 1/2" IN GROUND COVER AREAS FINISH GRADE OPERATING HANDLE OR NUT ADAPT TO MAINLINE MAINLINE PEA GRAVEL GATE VALVE (PER LEGEND) EXHAUST HEADER, POLY AXON TUBING OR DRIPPERLINE BLANK TUBING TECHLINE TUBING DRIPPERLINE co FITTINGS MULCH TECHLINE TUBING PLANTING SOIL EXHAUST HEADER DRIPLINE INSTALLATION SCALE: NTS AREA PERIMETER PVC EXHAUST HEADER FLUSH VALVE CONNECTED TO HEADER TUBING LATERAL (TYP) PERIMETER LATERALS 2" TO 4" FROM EDGE DRIPLINE BASIC GRID LAYOUT SCALE: NTS b13,1.1(0 D PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System KAREN KI EST landscape architects w. john st, suite 305 seattle wa 98119 tel: 206.323.6032 STATE OF WASHINGTON LICENSED LAN FA 1 KA•EN S. K ST LICENSE NO.850 EXPIRES ON 12/10/2013 HITECT PERMIT SUBMITTAL 6/13/2013 50% CD COORDINATION 5/31/2013 Dr®Dll D REVIEWED FOR CODE COMPLh4NCE APPROVED APR 06 2015 City of Tukwla BUILDING DIVISION START CONNECTION MALE ADAPTER (T(P) REMOTE CONTROL VALVE WITH DISC FILTER AND PRV PVC SUPPLY HEADER RECEIVED CITY OF TUKWILA JUN 2 1 2093 PERMIT CENTER A Revisions NO ISSUE DATE Date Sheet Information 6/17/2013 Job Number 16102 13[300 Drawn KM Checked KK Approved KK Title IRRIGATION DETAILS Sheet L02-02 Copyright © 2012 Perkins+Will / / / TUKWILA VILLAGE COMMONS /// * - INDICATES DROUGHT TOLERANT SPECIES (N) - INDICATES NATIVE PLANT COMMON NAME SIZ ULMUS 'FRONTIER' QUERCUS RUBRA ACER RUBRUM 'KARPICK' FRONTIER ELM RED OAK KARPICK RED MAPLE EDDIE'S WHITE WONDER DOGWOOD 2" CAL. 5" CAL. 2" CAL. 1 1/2" CAL., MULTI. PER PLAN PER PLAN PER PLAN PER PLAN C ACER CIRCINATUM *(N) CORYLUS CORNUTA VAR. CALIFORNICA (N) SMALL SHRUBS & GRASSES (TO BE LOCATED) CISTUS X CANESCENS * CORNUS STOLONIFERA 'KELSEYI' (N) DRYOPTERIS ERYTHROSORA STIPA GIGANTEA * ILEX CRENATA 'HELLERI' LONICERA PILEATA MISCANTHUS SINENSIS 'LITTLE KITTEN' POTENTILLA FRUTICOSA 'ABBOTSWOOD' RHODODENDRON 'DORA AMATEIS' RHODODENDRON 'KEN JANECK' PINK ROCK ROSE KELSEY'S DWARF DOGWOOD AUTUMN FERN GIANT FEATHER GRASS HELLER'S JAPANESE HOLLY BOX -LEAF HONEYSUCKLE LITTLE KITTEN MAIDEN GRASS ABBOTSWOOD POTENTILLA DORA AMATEIS ,RHODODENDRON KEN JANECK RHODODENDRON 5 GAL. 1 GAL. 1 GAL. 1 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. RIBES SANGUINEUM 'KING EDWARD VII' *(N) KING EDWARD VII FLOWERING CURRANT 5 GAL. SPIRAEA 'ANTHONY WATERER' SYMPHORICARPOS ALBUS *(N) VACCINIUM OVATUM *(N) VIBURNUM DAVIDII * CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER 30" 0.C. 24" 0.C. 18" 0.C. 24" 0.C. 30" 0.C. 30" 0.C. 24" 0.C. 24" 0.C. 24" 0.C. 30" 0.C. 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BARK MULCH SHALL NOT COME IN CONTACT WITH SHRUB BRANCHES & STEMS. ALLOW 2" CLEARANCE. 2. SCARIFY EDGES OF ALL PLANTING PITS TO ENCOURAGE WATER PERCOLATION AND ROOT PENETRATION. 3. PLANT SHRUBS AT 1" ABOVE LEVEL GROWN IN NURSERY. PLANT O GROUNDCOVERS AT LEVEL GROWN AT NURSERY. 1 111 1 1 1 11111I l lgl l 1 l`-III1 I Tl l 1 1`l l 111I = I -I T -I II III -III III III III III III EDGE OF GROUNDCOVER AREA/PAVEMENT EDGE DISTANCE FROM EDGE IS 1/2 THE SPECIFIED O.C. SPACING TRIANGULAR—SPACING, AT SPECIFIED O.C. DISTANCE, EQUIDISTANT, SEE PLANTING PLAN PLANT CENTER MULCH ROOTBALL PLANTING SOIL COMPACTED SUBGRADE SHRUB/GROUNDCOVER PLANTING & SPACING SCALE: NTS Alfw -A111"11PAIK AWAAMIL -A110,0140F"h- �O���O' �O��w�A�:�:�w�• $aretee1 `moi 1111111111 I -I I I 1- -1 11 I-11 I-111-1 I I—I 11—i 11— 2X ROOTBALL CONIFEROUS TREE PLANTING SCALE: NTS ce-7' I v. sox rsr.,401,4246S1 111:.11111111111 2X ROOTBALL -III III= 1 1E1 I� -111- 1- 1 3 (1) 2"DIAx8' WOOD STAKE DRIVEN TO REFUSAL. SECURE TO TREE WITH PLASTIC TREE TIE SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE AND REMOVE BURLAP AND STRAPS FROM TOP HALF OF ROOTBALL MULCH FINISH GRADE ROUGHEN SIDES OF PLANTING HOLE PLANTING SOIL COMPACTED SUBGRADE SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE AND REMOVE BURLAP AND STRAPS FROM TOP HALF OF ROOTBALL MULCH FINISH GRADE PLANTING SOIL COMPACTED SUBGRADE SMALL/MULTISTEM TREE PLANTING SCALE: NTS 2 LANT LIST BOTANICAL NAME DECIDUOUS TREES FRAXINUS AMERICANA 'EMPIRE' QUERCUS RUBRA CORNUS 'EDDIE'S WHITE WONDER' COMMON NAME EMPIRE ASH RED OAK 'EDDIE'S WHITE WONDER' DOGWOOD LARGE SHRUBS ACER CIRCINATUM VINE MAPLE AMALANCHIER GRANDIFLORA 'AUTUMN BRILLIANCE' 'AUTUMN BRILLIANCE' SERVICEBERRY CORYLUS CORNUTA CALIFORNICA WESTERN HAZELNUT SMALL SHRUBS & GRASSES (TO BE LOCATED) BLECHNUM SPICANT CORNUS SERICEA 'ISANTI' CORNUS STOLONIFERA 'KELSEYI' DESCHAMPSIA CESPITOSA IRIS SIBIRICA IRIS TENAX POLYSTICHUM MUNITUM RHODODENDRON 'DORA AMATEIS' RHODODENDRON 'YAKU PRINCESS' RIBES SANGUINEUM 'KING EDWARD VII' VACCINIUM 'NORTHSKY' VACCINIUM OVATUM VIBURNUM DAVIDII GROUNDCOVER MIXES MIX #1 (PLANT IN GROUPS OF 3 OR 5) 40% POLYSTICHUM MUNITUM 40% GAULTHERIA SHALLON 20% FRAGARIA CHILOENSIS MIX #2 (PLANT IN GROUPS OF 3 OR 5) 40% CAREX OBNUPTA 30% IRIS SIBIRICA 30% IRIS TENAX MIX #3 50% BLECHNUM SPICANT 50% CORNUS CANADENSIS MIX #4 EPIMEDIUM PERRALCHICUM 'FROHNLEITEN' DEER FERN 'ISANTI' DOGWOOD 'KELSEYI' REDTWIG DOGWOOD TUFTED HAIRGRASS SIBERIAN IRIS OREGON IRIS SWORD FERN 'DORA AMATEIS' RHODODENDRON 'YAKU PRINCESS' RHODODENDRON RED FLOWERING CURRANT 'NORTHSKY' BLUEBERRY EVERGREEN HUCKLEBERRY DAVID'S VIBURNUM 40% SWORD FERN 40% SALAL 20% BEACH STRAWBERRY 40% SLOUGH SEDGE 30% SIBERIAN IRIS 30% OREGON IRIS 50% DEER FERN 50% BUNCHBERRY 'FROHNLEITEN' BISHOPS HAT ACCENT PLANTS (TO BE PLACED BY LANDSCAPE ARCHITECT IN THE FIELD) AQUILEGIA FORMOSA ECHINACEA PURPUREA HEMEROCALLIS 'STELLA D'ORO' PENSTEMON X GLOXINODIES 'GARNET' TRILLIUM OVATUM NARCISSIUS 'HIGH SOCIETY' WESTERN COLUMBINE PURPLE CONEFLOWER 'STELLA D'ORO' DAYLILY 'GARNET' PENSTEMON TRILLIUM 'HIGH SOCIETY' DAFFODIL SIZE CONDITION SPACING 5" CAL. B&B 1 1/2" CAL., B&B, MULTI. 8'-10' HT. MIN. 8'-10' HT. MIN. B&B, MULTI. 8'-10' HT. MIN. B&B, MULTI. 6' HT. MIN. CONT., MULTI. 1 GAL. 5 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. BULB CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN 18" 0.C. 30" O.C. 24" O.C. 24" O.C. 18" O.C. 18" O.C. 24" O.C. 24" O.C. 36" O.C. CONTAINER 48" O.C. CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER 30" O.C. 30" O.C. 30" O.C. 18" O.C. 18" O.C. 12" O.C. 18" O.C. 18" O.C. 18" O.C. CONTAINER 18" O.C. CONTAINER 18" O.C. CONTAINER 18" O.C. CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER 3 BULBS/ SYMBOL PER L.A. PER L.A. PER L.A. PER L.A. PER L.A. PER L.A. PLANTING NOTES: 1. SEE SHEET L03-02 FOR PLANT LIST 2. ALL PLANTING AREAS TO BE IRRIGATED WITH FULLY AUTOMATIC, IN—GROUND IRRIGATION SYSTEM. SEE SHEET L02-01 FOR IRRIGATION ZONE PLAN. 3. ALL PLANTING AREAS, EXCEPT AT GREEN ROOF, SHALL HAVE MIN. 4" DEPTH OF TOP SOIL AS PART OF SOIL PREPARATION PRIOR TO PLANTING. 4. SEE SPECIFICATION SECTION 329300 FOR GREEN ROOF INFORMATION. 5. ALL PLANTING AREAS, EXCEPT WHERE LAWN OCCURS, SHALL HAVE MIN. 2" DEPTH OF BARK MULCH. 6. ALL AREAS WITHIN LIMIT OF DISTURBANCE SHALL BE RESTORED. 7. PROVIDE GROUNDCOVERS IN ALL SHRUB PLANTING AREAS. GROUNDCOVERS SHALL BE SPACED USING A TRIANGULAR PATTERN, 18" 0.C. OR AS NOTED. 8. ADJUST TREE LOCATION AS NECESSARY TO BE 5' CLEAR FROM CENTER LINES OF UNDERGROUND UTILITIES. 9. PER CITY OF TUKWILA (COT) STANDARD, ALL PLANTS SHALL MEET THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK. 10. PER COT STANDARD, LIVING GROUNDCOVER SHALL COVER 90% OF LANDSCAPED AREAS WITHIN (3) YEARS. 2 1 D B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System KAREN KIEST landscape architects w. john st, suite 305 seattle wa 98119 tel : 206.323.6032 STATE OF WASHINGTON LICENSED LAN ', HITECT o KA' EN S. KIEST LICENSE NO.850 EXPIRES ON 12/10/2013 PERMIT SUBMITTAL 6/13/2013 50% CD COORDINATION 5/31/2013 Drlfh_LLi] D OTI REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION A RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER Revisions NO ISSUE DATE Date Sheet Information 6/17/2013 Job Number 16102 ❑ .000 Drawn KM Checked KK Approved KK Title PLANTING LIST & DETAILS Sheet L03-02 Copyright © 2012 Perkins+Will N 6/20/2013 11:00:18 PM c:\temp\161028 Tukwila_herzerh.rvt 5 I 4 I 3 I 2 I 1 ABBREVIATIONS SYMBOLS MATERIALS SYMBOLS LEGEND REFLECTED CEILING LEGEND GENERAL NOTES PERKINS ABBREVIATIONS WHEN USED IN COMPOSITION SHEET NUMBER BUILDING SECTION TAG ACOUSTIC CEILING TILE AND GRID ACCESS PANEL 1. NOTES APPEAR ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS. REVIEW ALL SHEETS AND & AND APPLY NOTES TO RELATED BUILDING COMPONENTS. I L L MAY INCLUDE PERIODS FOR CLARIFICATION AT_ COMPACTED SOIL — 01 x BY = _A10 2. REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR OTHER APPLICABLE NOTES, ABBREVIATIONS, CHANNEL "" ""' 'j SECTION AND SYMBOLS. AFF ABOVE FINISHED FLOOR [ DESIGNATION ADJ ADJACENT AHU AIR HANDLING UNIT DEGREE 0 DIAMETER DIFFUSER RETURN 3. WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT IMTH WORK INSTALLED BY ANOTHER 1221 Second Avenue ADA AMERICANS WITH DISABILITIES ACT "L DOUBLE ANGLE % \� ��` SHEET NUMBER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE SUBSTRATE AS SUITABLE FOR THE Suite 200 Seattle, APPROX APPROXIMATE INCHES j ��\ j UNDISTURBED SOIL ���� SHEET GROUP 1 B GYP. BOARD CEILING APPLICATION INTENDED. WA 98101 t 206.381.6000 ARCH ARCHITECTURAL # NUMBER, POUNDS A11-15 AI 1-15 x % f 206.441.4981 d PENNY (NAIL) 4. ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION. AD AREA DRAIN DISCIPLINE CODE ;-, B/B BACK TO BACK % PERCENT www.perkinswill.com B/ BOTTOM OF + PLUS OR MINUS TUBE ;� OU CD("< COURSE POROUS FILL NORTH ARROW <;`' ` `:=. ;; :,. SMOKE AND HEAT DETECTORS 5. PARTITION TYPES AND FIRE RESISTIVE RATINGS INDICATED ON A WALL ARE TO BE CONTINUOUS FOR THE LENGTH AND HEIGHT OF A PARTITION. CUH CABINET UNIT HEATER ❑ C SHEET NUMBER -`:.'. ;_• _ CB CATCH BASIN �) Tukwila CL CENTERLINE CL CENTER TO CENTER TRUE NORTH CEILING MATERIAL AND HEIGHT 0 AND 0 6. CAULK FLOOR AND WALL OUTLETS WITH AN ACOUSTIC SEALANT CLRM CLASSROOM* CO CLEANOUT • • SAND A DETAILIWALL SECTION TAG MATERIAL EXIT SIGN 7. OPENINGS IN RATED WALL, FLOOR, CEILING AND ROOF ASSEMBLIES SHALL BE SEALED WITH PENETRA11ON SEALANT SYSTEMS MEETING OR EXCEEDING THE REQUIRED FIRE RESISTIVE RATINGS. Library D D CCTV CLOSED CIRCUIT TELEVISION 46, 14242 Tukwila International -Fr9'-0" 8. MAINTAIN THE FIRE RATING OF CONSTRUCTION AROUND CABINETS, PANELS, AND BOXES RECESSED IN FIRE CLO CLOSET*�, COL COLUMN SECTION DESIGNATION AFF CEILING MOUNTED WALL MOUNTED ® OR ®f OR f RATED WALL, FLOOR, AND CEILING ASSEMBLIES. Boulevard Tukwila, WA 98168 COMM COMMUNICATION* CONC CONCRETE CMU CONCRETEMASONRY UNIT CONF CONFERENCE CONF* BITUMINOUS PAVING GRAPHIC SCALE 1D CEILING LIGHT FIXTURES FLUORESCENT LTS FLUOR & INCAND DOWN LTSSPRINKLER HEAD 9. PUSRAPERIMETER OVI WALL CFONTINUOUSTHE INSTALLATION WITH THE ING OF ER FIRE SAFING SHALL MATCBETWEEN RATING AND TEN FLOORSDDOF LOOR CONSTRUCTION. CONT CONTINUOUS 0 2' 4' 8' A11-25 2 x 4 2 x 2 WALL WASHER FLUSH PENDENIUPRIGHT 10. DO NOT SCALE THE DRAWINGS. CJ CONTROL JOINT • . • ° a O® O Oo CONFIRM DIMENSIONS OWNER CORR CORRIDOR* ° ' I 11. FIELD MEASURE AND FOR PROVIDED EQUIPMENT AND FURNISHINGS. CU CUBICT* ; ``'�• •. °', a�°, CONCRETE SCALE: 1" = 4'-0" Cl C2 D1 o D2 Kong County CUST CUSTODIAN SHEET NUMBER 12. PROVIDE STIFFENERS,BRACING,BACKING PLATES AND BLOCKING REQUIRED FOR SECURE INSTALLATION OF DEG DEGREE DEMO DEMOLISH, DEMOLITIONCOLUMN SYMBOL & UPPER CASE LETTERS ADJACENT TO FIXTURE TOILET PARTITIONS, DOORS AND DOOR HARDWARE INCLUDING WALL -MOUNTED DOOR STOPS, HANDRAILS, WALL -MOUNTED SHELVES, OPERABLE PARTITIONS, MISCELLANEOUS EQUIPMENT, AND SUSPENDED MECHANICAL AND Library DEPT DEPARTMENT DEPT* DIAL DIAGONAL DIA DIAMETER ¢ . , TERRAZZO GRID LINESSystem PARTIAL PLAN &DETAIL TAG SYMBOL INDICATE FIXTURE TYPE, SEE FIXTURE LIST ELECTRICAL EQUIPMENT. 13. COORDINATE ALL BASE AND HOUSEKEEPING PADS WITH MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT. DIM DIMENSION DBL DOUBLE 14. PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILINGS AT LOCATIONS SHOWN, OR IF NOT SHOWN, AS REQUIRED DS DOWNSPOUT DF DRINKING FOUNTAIN EA EACH / / / / • CUT STONE / 0 2• • PLAN OR DETAIL I DESIGNATION TO ACCESS ALL MECHANICAL EQUIPMENT IN THE CEILING CAVITY REQUIRING NORMAL MAINTENANCE OR OPERATION, INCLUDING BUT NOT LIMITED TO CONSTANT AIR, OR VARIABLE AIR VOLUME BOXES, REHEAT COILS, VALVES, EXHAUST FANS, BALANCING DAMPERS, FIRE DAMPERS, SMOKE DAMPERS, FIRE/SMOKE DETECTORS, CLEAN OUTS, OR IF NOT EOS EDGE OF SLAB ELEC ELECTRIC(AL) �� 1 SHOWN, AS REQUIRED TO ACCESS ALL MECHANICAL EQUIPMENT AND JUNCTION BOXES. SUBMIT LAYOUT OF ALL REQUIRED CEILING ELEMENTS, INCLUDING ACCESS PANELS, FOR ARCHITECTS' REVIEW PRIOR TO INSTALLATION. LOCATE A 1A FIRE SAFETY LEGEND EQUIPMENT AND VALVES TO MINIMIZE THE NEED FOR ACCESS PANELS. EWC ELECTRIC WATER COOLER A10-05 EL ELEVATION ELEV ELEVATOR ELEV* BRICK MASONRY I I 15. FULLY LAY OUT GRID, WALL, AND OPENING PLACEMENT IN AN AREA PRIOR TO START OF PAR1111ON ENOL ENCLOSURE EQ EQUAL `%. el PARTITION RATINGS DESIGNATIONS EXIT DIMENSION SYMBOL CONSTRUCTION. VERIFY THAT DIMENSIONS ARE CONSISTENT WITH REQUIREMENTS INDICATED IN THE DOCUMENTS. REFER ANY DIMENSIONAL INCONSISTENCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO THE START OF PARTITION SHEET NUMBER EQUIP EQUIPMENT V" - "V CONSTRUCTION. CONCRETE����������� EXHAUSTXIST 4FW 4FW 4FW 4 -HOUR FIRE WALL 38^ EEXH EXISTING ._.-.-.-.-.- MASONRY UNIT 16. COORDINATE INSTALLATION OF DIFFUSERS, SPEAKERS, SPRINKLER HEADS, AND ACCESS PANELS WITH LIGHTING LAYOUT. REPORT ANY CONFLICTS TO THE ARCHITECT PRIOR TO INSTALLATION. EJ EXPANSION JOINT EXP EXPOSED EXTERIOR ELEVATION TAG EXIT SYMBOLS 3FW 3FW 3FW 3 -HOUR FIRE WALL EXT EXTERIOR F/ FACE OF F/F FACE TO FACE STRUCTURAL CLAY TILE UNIT MASONRY VERTICAL ELEVATION LEVEL 2 ELEVATION DESIGNATI ON 191 10f 17. EXIT SIGNS AND SMOKE DETECTORS LOCATED IN HARD CEILINGS SHALL BE POSITIONED AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND SHALL BE CENTERED IN CORRIDORS AND LOCATED A DISTANCE OF 1'-0" FROM THE WALL TO THE CENTER OF THE FIXTURE UNLESS OTHERWISE NOTED. F/B FACE BRICK 2FR 2FR 2FR 2 -HOUR FIRE BARRIER FT FEET, FOOT FIN FINISH(ED) 1 18 -6 PATH OF TRAVEL 18. DO NOT INSTALL OUTLET OR J -BOXES BACK-TO-BACK ON OPPOSITE SIDES OF THE WALL. BOXES MUST BE SEPARATED BY A STUD. _ "" _ _ FO FINISHED OPENING STEEL 9FW MN 7FW 2 -HOUR FIRE WALL FA FIRE ALARM SPOT ELEVATION Al 1-07 FAP FIRE ALARM ANNUNCIATOR PANEL FACP LA FIRE ARM COCONTROLLPANEL LEVEL 2 PARTITION & DOOR NOTES FDC FIRE DEPARTMENT CONNECTION SHEET NUMBER 1FR 1FB 1FB 1 -HOUR FIRE BARRIER 118'-6" LIFE SAFETY EGRESS SYMBOL FDCC FIRE DEPT. CONNECTION CABINET FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET ALUMINUM sr ACTUAL CUMULATIVE 1. PARTITIONS LOCATED BY DIMENSION STRING ARE DIMENSIONED TO THE FINISHED FACE OF THE WALL UNLESS NOTED INTERIOR ELEVATION TAG 1 -HOUR FIRE PARTITION C FHC FIRE HOSE CABINET FHR FIRE HOSE RACK DATUM POINT POPULATION OTHERWISE. C FH FIRE HYDRANT /WIDTH REQ'D BY CODE BASED ON 2. PARTITIONS NOT DIMENSIONED ARE GENERALLY LOCATED BY ONE OF THE FOLLOWING CRITERIA: FP FIRE TION ORNAMENTAL METAL 1 ON �R 1 -HOUR SMOKE BARRIER140 FD FLOOR DRAIN T ON / DESIGNATION 44" UMULATIVE °�S ACTUALCPU CLUN - CENTERLINE - CENTER OF PARTITION ALIGNS WITH THE CENTER OF GRIDLINE OR OBJECT CENTERLINE (SUCH AS FTG FOOTING `1 A10-02 2 240 72 „ o v A COLUMN OR WINDOW MULLION). CENTER THE OVERALL PARTITION WIDTH, RATHER THAN STUD WIDTH ON THE UNE. FDTN FOUNDATION SP SP SP SMOKE PARTITION ACTUAL WIDTH FRMG FRAMING FURN FURNISH, FURNITURE CONTINUOUS WOOD MATCH LINE �� PROVIDED - ALIGN - LOCATE PARTITION FLUSH WITH FACE OF GYPSUM BOARD, OR OTHER SURFACE INDICATED. GA GAUGE FRAMING 3 POPULATION - MAINTAIN DIMENSIONS NOTED AS "MINIMUM" OR "CLEAR". MATCH LINE SHEET NUMBER PERMITTED BASED GALV GALVANIZED NON RATED GEN GENERAL SEE 1D/A04-09 ON WIDTH PROVIDED 1. DOOR OPENINGS ARE DIMENSIONED TO CENTERLINE OF OPENING. IF NOT DIMENSIONED, THE HINGE SIDE OF BE SPACED 4" FROM THE WALL. GL GLASS GT GREASE TRAP WOOD BLOCKING SHEET NUMBER ON WHICH CONTINUATION DRAWING REVISIONS DOOR JAMBS SHALL ADJACENT GYP BD GYPSUM BOARD IS FOUND REVISION NUMBER HVAC HEATING, VENTILATION, AIR CONDITIONING HS HEAT -STRENGTHENED HP HIGH POINT HO HOLD OPEN HM HOLLOW METAL FINISH WOODWORK BREAK LINE HORIZ HORIZONTAL / FINISH P LAN KEY HB HOSE BIBB HSKPG HOUSEKEEPING* INCL INCLUDE(D), INCLUDING DRAWING TITLE FLOOR TYPE MILLWORK SURFACE TYPE ID INSIDE DIAMETER PLYWOOD TITLE INT INTERIOR «««aacw«ccc(CC-� FLOOR MATERIAL TYPE �`m!�"rs��lro�ss�rre JAN JANITOR* KIT KITCHEN* DRAWING TYP LAB LABORATORY* ��/ FIRE HOSE CABINET T LAV LAVATORY ie, PARTICLE BOARD 1A TYP �— MILLWORK 6116 �,� " _ED 1/4 = V-0"(RECESS AND SURFACE MOUNTED ) SURFACE LTG LIGHTING FOOT, FLOOR MATERIAL NUMBER TYPE & NUMBER LF LINEAR (LINEAR FEET) PLDAN OR \ I LLH LONG LEG HORIZONTAL AIL SCALE —I LLV LONG LEG VERTICAL : ;';; =, `: : ; '• ' DESIGNATION FHC FHC WALL TYPE PERMIT SUBMITTAL 6/17/2013 LP INT LOW MACH MACHINE* _ ?' ' '` GYPSUM WALLBOARD B 50%CD COORDINATION 5/31/2013 MAINT MAINTENANCE* , ' KEY NOTE WALL MATERIAL TYPE / Drawing Issue Date FIRE EXTINGUISHER CABINET MH MANHOLE / 00 00 00.00 MFR MANUFACTURER (RECESSED AND SURFACE MOUNTED) TYP MO MASONRY OPENING MATL MATERIAL WATERPROOFING MAX MAXIMUMWALL & NUMBER MATERIAL NUMBER MECH MECHANICAL* ROOM NAME TAG I MTG MEETING* FEC FEC 8153 REGISTER® MTL METAL ����������� ROOM NAME ARCHITECT MF77 MEZZANINE RIGID INSULATION 4-309 m00001��11rn EQUIPMENT AND FURNITURE TAG MIN MINIMUM 00010■■■■■■■ MISC MISCELLANEOUS MULL MULLION B NOM NOMINAL MC NOT IN CONTRACT IP"ip BATT INSULATION �,�, DOOR NUMBER TAG KAY KORNOVICH STATE OF WASHINGTON NTS NOT To SCALE DOOR NUMBER - 45925C OCC OCCUPY,OCCUPANT OCC* OFF OFFICE OFF* USE ROOM NUMBER OC ON CENTER- OPP OPPOSITE CARPETING WITH DOOR MARK HD ND OPP I I TOILET ACCESSORY TAG 0OPP 0 OUTGO OUT Revisions OD OUTSIDE DIAMETEREXISTING OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OF01 OWNER FURNISHED, OWNER INSTALLED �— DOOR & FRAME S RESILIENT FLOORING OTS OPEN TO STRUCTURE PR PAIR PERP PERPENDICULAR PLAS PLASTER PTS PNEUMATIC TUBE SYSTEM ' WINDOW TYPE TAG SHOWER HEAD LB(S) POUND(S) PSF POUNDS PER SQUARE FOOT PLASTIC LAMINATE WINDOW TYPE PSI POUNDS PER SQUARE INCH PREFAB PREFABRICATED)®®E®�iiPLIANCE O #D FOR PREFIN PRELIMINARY PRELIM PRELIMINARY PROP PROPERTY LEAD -LINED GYPSUM WALLBOARD PARTITION TAG PARTITION TYPE FLOOR DRAIN APPS®VE® PA PUBLIC ADDRESS11 PS PULL STATION CO i PR 0 6 2015 R RADIUS REF REFERENCE GLAZING POWER ASSIST DOOR CONTROLLER REIN REINFORCE, REINFORCING • I Tukwila REQ REQUIRED City of REV REVISION/REVISED BUILDINGOiDIVISION ROW RIGHT OF WAY R RISER (Stair) RM ROOM* GLASS BLOCK RO ROUGH OPENING NO ISSUE DATE SAN SANITARY SS SERVICE SINK Sheet Information SSG STRUCTURAL SEALANT GLAZING ACOUSTICAL CEILING Date 6/17/2013 I I I I I I I I I I I, SIM SIMILAR STC SOUND TRANSMISSION CLASS BOARD Job Number 161028.000 SPKLR SPRINKLER SF SQUARE FOOT (SQUARE FEET) Drawn HH SST STAINLESS STEEL STOR r� SEABALANTCKERROD AND Checked RB STRUCTURE, STRUCTURAL ��STRUCT ,� Approved KK SYS SYSTEM TEL TELEPHONE Title A TV TELEVISION TEMP TEMPORARY TLT TOILET T/ TOP OF TOPO TOPOGRAPHY, TOPOGRAPHIC T TREAD TYP TYPICAL UL I HEATER RS' LABORATORIES UH UN UNO UNLESS NOTED OTHERWISE VENT VENTILATION VIF VERIFY IN FIELD VERT VERTICAL VEST VESTIBULE* WC WATER CLOSET WH WATER HEATER SPRAY -ON FIREPROOFING b 1 %)10 1 b p A RCHITECTURAL A ABBREVIATIONS, S BOLS NOTES W/ WITH W/O WITHOUT WP WORKING POINT RECEIVED CITY OF TUKWILA JUN 21 2013 PERMIT CENTER Sheet AO0ual Copyright © 2012 Perkins+Will 5 I 4 I 3 I 2 I 1 c:\temp\161028 Tukwila_herzerh.rvt D C B A 5 4 3 EXIT SEPARATION DISTANCE KITCHENETTE ALCOVE Life Safety Diagram 1 LIFE SAFETY PLAN - LEVEL 01 ACCESSORY / UNOCCUPIED ASSEMBLY- CONCENTRATED ASSEMBLY - READING ASSEMBLY - STACK BUSINESS C UD PRIMARY EGRESS PATH* * EMERGENCY LIGHTING TO BE PROVIDED IN ACCORDANCE WITH IBC 1006.1 THROUGH 1006.4 CODE PLAN LEGEND EXIT DIMENSION SYMBOL EXIT SYMBOLS 19[ if* COMMON PATH OF TRAVEL es LIFE SAFETY EGRESS SYMBOL ACTUAL CUMULATIVE POPULATION WIDTH REQ'D BY CODE BASED ON ACTUAL CUMULATIVE POPULATION 140144" 1 240 72" 8 ACTUAL WIDTH PROOVIDED POPULATION PERMITTED BASED ON WIDTH PROVIDED 1/8" =1'-0" T OPEN TO BELOW Trff r „if 1SJ LIFE SAFETY PLAN - LEVEL 02 2 1/8" =1'-0" 5 I 4 IBC 1004.3 POSTING OF OCCUPANT LOAD Every room or space that is assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. I 3 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. 2 2 CODE SUMMARY INTERNATIONAL BUILDING CODE 2009 (WI WASHINGTON STATE AMENDMENTS 2009 UNIFORM PLUMBING CODE TUKWILA MUNICIPAL CODE (TMC) CONSTRUCTION TYPE: VB AUTOMATIC SPRINKLER SYSTEM: YES MAX. BUILDING HEIGHT: MAX. BUILDING AREA: MAX. BUILDING STORIES: 40 6,500 1 SPRINKLER INCREASE 60' 11,000 2 PRIMARY OCCUPANCY: ASSEMBLY, A-3 1 OCCUPANCY SEPARATION: NONE REQUIRED UNDER NON -SEPARATED OCCUPANCY PROVISIONS OF SECTION 508.3 VB CONSTRUCTION/A-3 OCCUPANCY: BASIC ALLOWABLE AREA = 6000 SF *FRONTAGE FACTOR: IP = [F/P - 0.25] W/30 = (.75) x (30/30) = (.75) FRONTAGE INCREASE SPRINKLER INCREASE TOTAL ALLOWABLE AREA PROPOSED AREA = 4500 SF = 6000 SF =16,500 SF = 8,948 SF* * DOES NOT INCLUDE EQUIPMENT PLATFORM EGRESS INFORMATION TOTAL OCCUPANTS (SEE USE AND OCCUPANCY TABLE BELOW): 232 NUMBER OF EXITS REQUIRED (1021.1): 2 EGRESS WIDTH PER OCCUPANT (1005.1): STAIRS .30" OTHER COMPONENTS .20" 232 x (.20") = 46.4" / 2 EXITS = 23.2" PER EGRESS DOOR MINIMUM CLEAR WIDTH AT ACCESSIBLE EGRESS DOORS: 32" EGRESS WIDTH PROVIDED: SEE PLAN EXIT ACCESS TRAVEL DISTANCE: A-3 250' MIN. DISTANCE BETWEEN EXIT DOORS: 1/3 LENGTH OF BUILDING ACROSS DIAGONAL (SEE PLAN DIMENSION) ACTUAL DISTANCE BETWEEN EXIT DOORS: SEE PLAN DIMENSION PLUMBING FIXTURE FIXTURE COUNT: OCCUPANT LOAD: 10,130 / 200 = 51 / 2 = 26 OCCUPANTS PER SEX MEN: (1) WATER CLOSET / (1) URINAL / (1) LAVATORY WOMEN: (2) WATER CLOSETS / (1) LAVATORY STAFF TOILET: (1) WATER CLOSET / (1) LAVATORY OCCUPANCY SUMMARY 106 MEETING Occupancy Assembly, Concentrated 620 SF Net / Occ Load Occupant Number Name Classification Type Area Gross Factor Load 106 MEETING A-1 Assembly, Concentrated 620 SF Net 7 89 110 ROOM A-1 Assembly, Unconcentrated 64 SF Net 15 5 620 SF 89 107 STUDY A-1 Assembly, Unconcentrated 89 SF Net 15 6 110 STUDY A-1 Assembly, Unconcentrated 64 SF Net 15 5 153 SF 11 100 LOBBY A-3 Assembly 218 SF Gross 100 3 106B KITCHENETTE ALCOVE A-3 Assembly 62 SF Gross 100 1 113 MEN A-3 Assembly 148 SF Gross 100 2 113A JANITOR A-3 Assembly 24 SF Gross 100 1 115 WOMEN A-3 Assembly 151 SF Gross 100 2 604 SF 9 104 READING PLATFORM A-3 Assembly, Reading Room 272 SF Net 50 6 105 COMMUNITY MOSAIC A-3 Assembly, Reading Room 1400 SF Net 50 28 108 TEEN LOUNGE A-3 Assembly, Reading Room 190 SF Net 50 4 108 CYBER BAR A-3 Assembly, Reading Room 650 SF Net 50 14 109B SOUTH READING A-3 Assembly, Reading Room 625 SF Net 50 13 111 CHILDREN'S READING A-3 Assembly, Reading Room 541 SF Net 50 11 3677 SF 76 101 SELF- CHECK A-3 Assembly, Stack Area 198 SF Gross 100 2 103 ASSISTANCE A-3 Assembly, Stack Area 203 SF Gross 100 3 109 COLLECTION A-3 Assembly, Stack Area 1955 SF Gross 100 20 112 CHILDREN'S A-3 Assembly, Stack Area 554 SF Gross 100 6 2910 SF 31 114 STAFF TOILET B Business 64 SF Gross 100 1 116 BREAK B Business 157 SF Gross 100 2 117 STAFF B Business 796 SF Gross 100 8 118 STAFF OFFICE B Business 91 SF Gross 100 1 1107 SF 12 106C STORAGE S-1 Storage, Accessory 63 SF Gross 300 1 63 SF 1 117A SHIP'S LADDER UNOCC Equipment Platform - Unoccupied 36 SF DATE 0 200 EQUIP. PLATFORM LANDING UNOCC Equipment Platform - Unoccupied 200 SF 0 201 MECHANICAL UNOCC Equipment Platform - Unoccupied 529 SF 0 202 ELECTRICAL UNOCC Equipment Platform - Unoccupied 227 SF 0 br1l& 992 SF 10127 SF 1 0 229 D C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date \....\HAYKORNOVICH STATE OF WASHINGTON Revisions REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila UILDING DIVISION A A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title CODE COMPLIANCE DATA RECEIVED CITY OF TUKWILA OCT 1 4 2014 PERMIT CENTER Sheet A00-1 0 Copyright © 2012 Perkins+Will 7906.0 I I:4923.6 I c:\temp\161028 Tukwila_herzerh.rvt ENVELOPE UA CALCULATIONS a cu liance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address KCLS - Tukwila. Library Date 10/11/2014 Occupancy Group C) Nonresidential Multifamily residential Clear Climate Zone ID Zone'1` 0, Zone 2 Fenestration Area as % gross exterior wall area. 54.9% Max. Target: 40.0% Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. ,2: U -factors shall come from chapter 10 or calculated per 1332. See the ENV -CHK worksheet for example of how to complete the rows on this form. For Building Department Use Building Component Provide assembly ID & page/plan # for each bldg. element,, U, a 0 C R=42 R R= ID: Upper Roof (R -1/R-2, A0,0-40) ID: Proposed UA Target UA = xAreaA- U A U=f etor , - for x Area ` (A)UA x a ( ) U fac ( 0.016 10025 160.4 0.034 m I, 2 s.. R=20 ID: Lower Roof (R-3, A00-40) R=20 ID' Roof at Bay Window (R-4, A00-40) R ID: R= R ID: ID: ID: 0.063 0.063 1286 18 10025 UA(UxA) 340.9 Above Deck, -U-0034 81.0 1.1 0.031 1304 0.027 Single raftattic, other (1) 0 CE = U - a) R-34 R=34 R=16.2' R=14.9 ID: Terra Cotta Rainscreen (W-1, A00-40) ID: Metal Panel Rainscreen' (W-2, A0-40 0 ID: Alum Panel at Bay Window (W-4, A00-40 ID: Alum Panel at Glazing (W-5, A00-40) 0.034 0.034 0.067 0.051 2176 934 80 139' 74.0 31.8 5.4 7.1 0.064 4379. 280.3 Steel frame/metal, bldg' U-0..064 cr 0 0 0 0 R= R=' ID ID:' ID: ID 0.057' Wood Frame, other U-0.057 U 2 ii E 0- 0 cv aL 0 R=14 ID, Concrete walls 'at north and west (W-3) ID R R= ID Proposed assembly U -factor from Tables 10-5 thru 10-5B: ID:�' R= ID: R= ID: Proposed assembly U -factor from Tables. 10-5 thru 10-5B Do NOT us 0.080 414 33.1 0.150 545 81.7 U= ID: ID: ID: 0-150 e Table 10-1; Assumed to beMass Wall . :U-0.150 0.60` 0 0 LL R ID: ID: ID: 0.029 F -factor x Perimeter UA(U x A: F -factor x Perimeter = UA (U xA) -' cn ai C R= ID: ID:, 0.540 Slab -...On" -Grade' U-0.540 a). R=12 R=. ID: Concrete slab on grade (F-1) 0.440 ID: Proposed assembly F -factors can use; the unheated values in Table 10-2 *.t neMU w II me tin TabLe 13-1 mote 1 canbe entered with U -value of 0.1 ratnner an: able 1 0-60 values. Hans must clearly state footnote requirements. Page 1 Subtotal 424`. 186.6 0.360 424 152.6 HeatedSlab-On-Grade U-0.360'' Area UA 15496 580♦ Area UA 16677 896 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Project Address Km...5 - Tukwila. Library Date Fenestration Area as % gross exterior wall area 54. 9% Max. Target 40. 0% Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2: Provide NFRC or Table 10-6 U -factor (See Section 1312.1) for fenestration assemby (combined frame and glazing performance) See the ENV -CHK worksheet for example of how to complete the rows on this form. For Building Department Use Building Component Provide assembly ID & page/plan # for each bldg. element Proposed UA, U -factor x Area (A) = UA (U x A Target UA U -factor x Area (A) = UA (U x A) Vertical Fenestration (. ti. m a� 2 U= U= U t7_ ID: Solarban 60, Argon Filled ID: Solarban 70, Argon Filled ID: ID 0.33 0.33 2058 1913 679.1 631.3 0.40 2892 1156.6 Metal Frame U-0.40 w 2 0 z U U= U= U=; ID: ID: ID: ID: 0.32 Non -Metal Frame U-0.32 lopronismie r Ci? .0 U a z U=,'. U= U= D: Aluminum Storefront Doors ID: ID: D: 0.55 192 105.6 0.60 140 83.9 Metal Entance Door U-0.60 U= U= U ID: ID: ID: ID: 0 U= ID: Solarban 70 ID:; ID:, ID: 0.51 180 91.8 0.50 Without Curb -0.50 0.60 Including Cui U 0.60 131, 78.6:.. Page 2 Subtotal. Page 1 Subtotal To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Total'. Area UA 4343 1508. 15496 580 19839 2088 Area UA` 3162 1319 16677 896 19839 2215 SHGC CALCULATIONS 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily SHGC #Calclat on 2009 Washington State Ener Project Address Code Compliance Forms or Nonresidential and Multifamily Residential Revised February 2011 KCLS - Tukwila Library Date 10/11/2014 Fenestration Area. as % gross exterior wall area 54.9% Prop 40% Max.Target Prescriptive PF Credit }Yes 0 No. Vertical North Facing Credit (1323.3 Exp. 2 ) ()Yes ® No Notes: To compeYpl the' Proposed total SHGC x A for all fenestration (vertical & skylights) shall not exceed Target total SHGC x A. If the north facing credit is used then the north and non -north must comply separately with skylights being included with the non -north vertical fenestration. For Building Department, Use Skylights List ID &pa9 e #, NFRC or glass only ID: Solarban 70 ID: ID: ID: ID: ProposedSHGC SHGC* xArea (A) = SHGC x 0.18 180'. 32 * Note: Manufacturer's SC may be used in lieu of SHGC. Nonresidential compliance is based upon combined skylight and vertical fenestration performance. Residential compliance is based upon skylight only. Totals 180.0 Target SHGC SHGC x Area (A) _ ,SHGC x'A 0.35 131 45.9 Criteria SHGC AII�'0.35 32.4 Totals 131.1 45. '9 SHGC All Non -North Vertical Fenestration ++ Proposed F .ust d P Adjusted #,NFRC orglass only SHGC+, PF x Area (A) = SHGC x / List ID & page Mult* SHGC: Target SHGC SHGC x Area (A)SHGC x A . ' 60 -East clerestory0.37 ID.Solarban' _ ID. Solarban 70 South; clerestory ID: Solarban 70- West ID. Solarban 60 - East, under overhang at Terrace, ID: Solarban 60- East, Entry ID: Solarban 70- South, shaded ID: Solarban 70- South, unshaded ID: ID: ID: 0.27 0.27 0.37 0.37 0.27 0.27 1.00' 0.58 0.49 0.35 0.49 0.23 0.44 0.61 1.00 0.67' 0.74 0.67 0.82 0 :16 0.16 0.27' 0.25 0.27 0.18 0.22 669 52 969 798 166 901 68 `109 9 262 198 45 163 15 0 .40 2 638 1055.2 Criteria SHGC 0.40, Pr scriptive PF 0.45 ++Note: If projection factors or north vertical glazing credit are used Totals then vertical fenestration must be entered according to orientation. If 3623.0 800.4 Totals 2638.1 1055.2 .1101.1 neither are used then ventical fenestration can be entered in either section•Non-North Total + Note: Manufacturer's SC may be used in lieu of SHGC. Fenestration that 832`:8 separates conditioned space from a non -conditioned or semi -conditioned space shall be listed here with a proposed SHGC equal to the target value: * Note: Multipliers only apply if prescriptive PF credit not used. North Vertical Fenestration++ Proposed SHGC PF Adjusted List ID & page #; NFRC or glass only SHGC+ PF* x' Area (A) = SHGC x / Mult SHGC Target SHGC SHGC x Area (A) = SHGC x A ID:: Solarban 60 - North, under roof overhang ID: Solarban 60- North, no shading ID: Solarban 60 - North, clerestory ID: ID: ID: 0.37 0.37_ 0.37 0.22 0.68 0.91 1.00 0.78 0.34 0.37' 0.29 356 148 36 120 55 10 0.40 393 157.3 Criteria Mixed North Orientation Separate All 0.40 0.45 Prescrpt P ,, 0.45 0.50. North Total 540.0 185.0 Walls - Wood Framed and Other 393.2 157.3 For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A. If north glazing credit Is used then north facing vertical fenestration must comply separately from non -north vertical fenestration and skylights. Area I SHGC x A Grand. Total. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily ark ° .g 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential !Project Address re ustrnent Cal CU ations 5 4 KCLS - Tukwila Library 'Date Revised February 2011 10/11/2014 If the total fenestration area asa % of gross exterior wall area (ca Iculated on EN V- UM 7 exceeds the maximumum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above: SKY=Skylight. Refered to as overhead glazing in WSEC 1333 & and equations 13-1 & 13-2. VF = vertical fenestration. Refered to as vertical glazing in WSEC 1333 1334 and equations 13-1 & NW = net wall (excludes fenestration, BG, and doors.) DBG = Doors and below grade wail. Total Fenestration = SKY + VF. Gross Exterior Wall Area VF + NW + DBG Fenestration -> Opaque -> Gross Exterior Wall Area. Proposed Areas Above Grade Walls Doors & BG Wails SKY= 180.0 VF= 4163.0 544, 61' 0 8086. 0 1 NW-- 3743.0, DBG= • Total Fenestration 4343.0 X Max Fenestration % (Table 13-1) 40.0% Maximum Target 3162.4 Total Fenestration 4343.0 Net AG Wall Area 3743.0 -F 100 I Excess Fenestration 1180.6 Excess Fenestration. I1180.6 Vertical Fenestration metal frame non-metal frame metal entrance Skylight without curb with curb AG Wall; Steel Frame/metal Wood/Other frame Mass Sum of Proposed SHGC Calculation Skylights (all) Non -North Vertical Fenestration North Vertical Fenestration Excess Fenestration 1180.6 Target Fenestr Maximum Target Fenestration Area 3162.4 Excess Fenestration 1180.6 I tion 3162.4 1 Target Net Wall Area Proposed Area' '.3971.0' 19 .0 Proposed Area 180.0 Pro • osed Area Total Fenestration 4343.0 Net Wall 3743.0. Target VF Mutt. 0..73 0.73' Target VF Muit. 0.73. Ta set Net Wall Mult. Target VF Multiplier 0.73 Tar9et Net Wall Mult. I 8086.0 Proposed Area 180.0 362 3.0 540.0 3 x Sum of Target. Target VF Mutt. 0.73 0,73 0.73. 1.32: Target Area I 2891. 39.81 Target Area 131.1 Target Area 4379.0 1' 10/11/2014 14242 Tukwila International Boulevard 544, 61' Tukwila, WA 98168 8086. 0 1 Target Area 1112638. Apply to all Proposed Fenestration Areas to get Target Fenestration Area Apply to all Proposed Opaque AG Wall Areas to get Target Area Target areas in shaded boxes shall be used as target areas on ENV -UA. Sum of Proposed must equal Sum of Target. SHGC target areas in shaded boxes shall be. entered as target areas on ENV-SHGC ENVELOPE SUMMARY 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily �1o.nR�an#ra. j j i ummar il. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011. Project InfoProject Address s - Tukwila LibraryDate KCL 10/11/2014 14242 Tukwila International Boulevard For Building Department Use Tukwila, WA 98168 Applicant Name: PERKINS + WILL Applicant Address: 1221; 2nd 'Avenue, Suite 200 Seattle, WA, 98101 Applicant Phone: 206.381-6000 Project Description ew Building❑ Addition Alteration 11 Change of Use Compliance Option P l? Prescritive ECornporient Performancemance (See Decision Flowchart;:(over)`for qualifications) Seattle EnvStd ❑ Systems Analysis y y Occupancy Group®'Nonresidential 0 MultfamilyResidential Climate Zone Climate Zone 1 Q • Climate Zone 2 ( See VVSEC 302.3 for county list) Fenestration Area Calculation. These fenestration and wall values are calculated per inputs provided in the ENV -UA form.; /n the electronic form these cells au fa -fill and cannot be edited. Total Fenestration (rough opening) Gross Exterior (vertical. & overhd) divided by Wall Area times 100 equals °lo Fenestration 4 3 4 3 0 � � s o s :0 X � Oa 54.9 '_ H Semi - Heated Path Allowable if project meets :all requirements as defined in> section 'T310.2: Only allowedas 0 q es., v prescriptive` path and must be calculated separately from other conditioned spaces; Limited to noreduced wall insulation levels: Requires other fuel heating and qualifying thermostat. Envelope Requirements (enter values as applicable) Minimum Insulation R -values Roofs - Insulation Above Deck Vertical Fenestration Roofs - Metal Building Non -Metal Frame Roofs - Single Rafter Roofs - Attic and All Others Walls - Mass • Walls- Metal Building Walls - Steel Framed Walls - Wood Framed and Other Skylights -With Curb Floors - Mass Floors- Steel Joist Floors - Wood Framed and Other Opaque Doors - Non -Swinging Maximum F -factors Slabs -on -Grade - Unheated Slabs -on -Grade - Heated Vertical Fenestration Notes: Envelope Requirements ( continued )' PERMIT REVISIONS Maximum U -factors Vertical Fenestration ISSUE Non -Metal Frame Metal Frame EntranceDoor Skylights - Without Curb Skylights -With Curb Opaque Doors - Swinging Opaque Doors - Non -Swinging Maximum :SHGC (or SC) Vertical Fenestration Non -North North Skylights C ENERGY ODE NOTES 1. . METHOD OF ENVELOPE COMPLIANCE: COMPONENT PERFORMANCE (TARGET UA) 2. REFER TO 'ENERGY CODE ENVELOPE COMPLIANCE DIAGRAMS' ON SHEET A00-11.1 AND 'EXTERIOR ASSEMBLY DETAILS' ON SHEET A00-40. 3. INSULATION INSTALLED BELOW FLOOR ASSEMBLIES IS TO BE IN DIRECT CONTACT WITH SURFACE AND SUPPORTED AT 4. SEAL ALL SEAMS OF VAPOR RETARDER TO PROVIDE CONTINUOUS BARRIER. 5. PROVIDE SEALANT AT ALL PENETRATIONS THROUGH VAPOR RETARDER AND AIR/WATER BARRIER. 6. THE BUILDING ENVELOPE SHALL BE DESIGNED WITH A CONTINUOUS AIR BARRIER TO CONTROL AIR LEAKAGE INTO OR OUT OF THE CONDITIONED SPACE. 7. THE AIR BARRIER COMPONENT 0F EACH ASSEMBLY SHALL BE JOINED AND SEALED IN A FLEXIBLE MANNER TO THE AIR BARRIER COMPONENT OF ADJACENT ASSEMBLIES, ALLOWING FOR THE RELATIVE MOVEMENT OF THESE ASSEMBLIES AND COMPONENTS. 8. THE AIR BARRIER SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE COMBINED DESIGN WIND, FAN, AND STACK PRESSURES ON THE AIR BARRIER WITHOUT DAMAGE OR DISPLACEMENT, AND SHALL TRANSFER THE LOAD TO THE STRUCTURE. IT SHALL NOT DISPLACE ADJACENT MATERIALS UNDER FULL LOAD. 9. THE AIR BARRIER SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND IN SUCH A MANNER AS TO ACHIEVE THE PERFORMANCE REQUIREMENTS. 10. WHOLE BUILDING TESTING OF THE AIR BARRIER SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ASTM E 779 OR APPROVED SIMILAR TEST. COMPLIANCE OF THE CONTINUOUS AIR BARRIER FOR THE BUILDING ENVELOPE SHALL BE DEMONSTRATED BY TESTING THE COMPLETED BUILDING AND DEMONSTRATING THAT THE UPPER 95% CONFIDENCE INTERVAL FOR THE AIR LEAKAGE RATE OF THE BUILDING DOES NOT EXCEED 0.40 CFM/FTA2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCH W.G.(1.57 PSF). 11. PROVIDE WEATHERSTRIPPING AT ALL EXTERIOR DOORS AND OPERABLE WINDOWS. 12. GLAZING: A. CONTRACTOR SHALL SUBMIT NFRC CPD PRODUCT NUMBER FOR ALL GLAZING SYSTEM PRODUCTS B. BASIS OF DESIGN FOR ALL GLAZING SYSTEMS IS SCHUCO FW 60 C. BASIS OF DESIGN FOR ALL SKYLIGHTS IS SCHUCO AWS 57RO 13. AIR LEAKAGE AT FENESTRATION & DOORS: A. CONTRACTOR TO PROVIDE NFRC CERTIFICATION B. MAX. 1.0 CFM / FTA2 @ 1.57 PSF TEST PRESSURE AT ENTRANCE C. MAX. 2.0 CFM / FT^2 @ 1.57 PSF TEST PRESSURE AT WINDOW WALL 14. BUILDING ASSEMBLIES USED AS DUCTS MUST BE SEALED, CAULKED, AND GASKETED TO PREVENT AIR LEAKAGE. 2 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 14 2014 PERMIT CENTER A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date \sio„„.,t1,T3 RE STEREO \ "TT KAY KORNOVICH E OF WASHINGTON Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Date Sheet Information 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ENERGY CODE COMPLIANCE Sheet A00-1 1 Copyright @ 2012 Perkins+VVill D C B A 5 CLERESTORY 312-4" LEVEL 01 \� 296' - 8" ink GLASS CORNER AT MEETING ROOM it118" = -1-10" 5 1 THIS PORTION OF WALL EXCLUDED (OUTSIDE OF BUILDING ENVELOPE) SILL an, CLERESTORY 312'-4" LEVEL 01 296'-8" 4 PARTIAL N. ELEV - NEAR ENTRY 1/8" = 1'-0" T.O. ROOF - EAST 320' - 3 1/2" SILL 312'-4" CLERESTORY Lik LEVEL 02 1-1 307'-2" LEVEL 01 296' - 8 3 NORTH ELEVATION - ENVELOPE 1/8" =11-0" T.O. ROOF -WEST 314'-0" 1 2 T.O. ROOF - EAST 320' - 31 /2" SILL @ CLERESTORY 312-4" SOUTH ELEVATION - ENVELOPE LEVEL 01 296'-8" T.O. ROOF - WEST 1/8" =1'-0" 314'-0" LEVEL 01 296'-8" Cl 1 ENERGY CODE COMPLIANCE DIAGRAM KEY ►4Aii 1 W-1 TERRA COTTA RAINSCREEN (R-29.4) W-2 METAL PANEL RAINSCREEN (R-29.4) W-3 CONCRETE (R-14) W-4 METAL PANEL RAINSCREEN (LOW PROFILE) (R-16.2) W-5 ALUMINUM PANEL IN GLAZING SYSTEM (R-14.9) GL -1 SOLARBAN 60, ARGON FILLED IGU (U 0.33 / SHGC 0.37 ) GL -2 SOLARBAN 70, ARGON FILLED IGU (U 0.33 / SHGC 0.27) GL -2 BEHIND PERFORATED SCREEN* (U 0.33 / SHGC 0.27) LOUVER EXCLUDED FROM ENERGY CODE CALCULATIONS (DUCTED PLENUM AND UNOCCUPIED SPACE BEHIND) *ASSEMBLY WILL HAVE HIGHER PERFORMANCE DUE TO A REDUCED SHGC. HOWEVER, THIS IS NOT ACCOUNTED FOR IN ANY CALCULATIONS SILL @ CLERESTORY 312-4" LEVEL 01 296'-8" A-ELEV-SOUTH NEAR ENTRY 1/8"=1 WEST ELEVATION - ENVELOPE T.O. ROOF - EAST 46 320' - 31 /2" T.O. ROOF - WEST 314'-0" LEVEL 01 296'-8" (G) 11 Ilii(1 Ills(i 1I1I(I� 1I1(1I1I 11111 �I(( 11(1Il 1If �(� I1�i(� EAST ELEVATION - ENVELOPE A-) 4 T.O. ROOF - EAST 320' - 31 /2" SILL @ CLERESTORY 312'-4" 307' - 2" LEVEL 01 296'-8" 3 2 1 1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 1 4 /014 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date \soN553 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ENERGY CODE ENVELOPE COMPLIANCE DIAGRAMS Sheet A00-1 1 .1 Copyright© 2012 Perkins+Will 6120120,1311:01:10 PM c:\temp\161028 Tukwila_herzerh.rvt 5 1 aS- / / / / / / / / / / HARDWARE AT SLIDING DOOR LOCKSET WHERE OCCURS KICKPLATE, w w 1^� WHERE OCCURS DOOR HARDWARE HINGE Q / / HINGE c_ \ 4 PUSH PLATE EXIT DEVICE PULL BAR — — PUSH -PUt HINGE c2 MANUAL DOOR OPENER / \ / 3 TACTILE SIGNAGE FOR MTG. HEIGHTS GRAB BARS SEE TYP. TOILET ROOM ELEVATIONS ABOVE ALIGN TOILET PAPER DISPENSER TOILET ROOM ACCESSORIES 5 TYPICAL SANITARY NAPKIN DISPOSAL (WOMEN'S RESTROOM ONLY) O RECESSED SANITARY NAPKIN DISPOSAL (ACCESSIBLE WOMEN'S STALL) 4 TOILET SEAT COVER 2'-6" 3'-6" MIN. PLAN - ACCESSIBLE BENCH LOCKER ROOMS c AUTOMATIC DOOR PUSH PLATE CARD READER a POWER OUTLET DATA / PHONE OUTLET GENERAL ELECTRICAL OUTLET, PHONE JACK, DATA OUTLET, TV JACK, OUTLETS W/ ELEMENTS ABOVE IF OCCURS 2 TYPICAL OUTLET SPACING FOR OUTLETS SHOWN ADJACENT MISC. ELECTRICAL / COMMUNICATION DEVICES THERMOSTAT TELEPHONE 8" TO BOTTOM r =IRE ALARM STROBE LIGHT OR COMBINATION LIGHT/HORN CEILING 1 EDGE OF DOOR FRAME 4" // ARE ALARM PULL STATION S/VITCHES AN CONTROLS CEILING STEM MOUNTED PERPENDICULAR TO WALL jOSURFACE MOUNTED dx WALL MOUNTED EXIT SIGN FEC- FIRE EXTINGUISHER CABINET EXIT SIGNS & FIRE EXTINGUISHERS FE- FIRE EXTINGUISHER ELEVATION- ACCESSIBLE BENCH I 1 1 0 1 1 1 1 . ! I 1 1 1 1 0 1 1 1 � 1 1 TYP. LOCKERS ACCESSIBLE LOCKER BOTTOM SHELF ACCESIBLE LOCKER - ELEVATION 10" MAX T 2'-6" ACCESIBLE LOCKER- PLAN • • 4'-0" ELEVATION -LEFT SIDE JANITOR MOP SINK MOP RACK TRIM ALL EDGES AT WALL PROTECTION WALL PROTECTION, AC -1 BASE PER SCHEDULE JANITOR'S MOP SINK CUSTODIAL ACCESSORIES 4'-0" ELEVATION -RIGHT SIDE JANITOR MOP SINK TRIM ALL EDGES AT WALL PROTECTION WALL PROTECTION, AC -1 JANITOR'S MOP SINK BASE PER SCHEDULE CZ 10" 2' - 6" MAX PARALLEL SIDE REACH - HIGH AND LOW LIMITS UNOBSTRUCTED FORWARD REACH -HIGH AND LOW LIMITS 18" MIN 18" MIN TYPICAL STALL 1 1 ELEVATION - FRONT WOMEN AND UNISEX TYPICAL STALL ELEVATION - SIDE co 411 54" MIN 42" MIN 3'-4" c_ 7" / / c_ c 0© WOMEN AND UNISEX ACCESSIBLE RESTROOM/ STALL ELEVATION - SIDE TOILET ROOM PLUMBING FIXTURE AND ACCESSORY LOCATIONS • ACCESSIBLE STALL ELEVATION - FRONT 1'-5" URINAL ELEVATION - SIDE LAVATORY ELEVATION - FRONT OF MIRROR AND LAVATORY WALL HUNG LAVATORY WRAP PLUMBING W/ INSULATION NO SHARP OR ABRASIVE SURFACES OR EDGES UNDER SINK 6" MAX AT TOE CLEARANCE 8" MIN KNEE CLEARANCE ELEVATION - SIDE RECESSED WASTE RECEPTACLE WALL MOUNTED SOAP DISPENSER TO CONTROLS PAPER TOWEL DISPENSER 3 Al DIAPER CHANGING STATION UNE OF CHANGING SURFACE WHILEOPEN Al TOILET ACCESSORY SHELF O'y ACCESSIBLE HEIGHT C0 Al COAT HOOKS 2 0 TO REFLECT. SURFAC UNISEX TOILET MIRROR 2'-0" w Cf CO 0 OFULL HEIGHT MIRROR K3 COAT HOOKS ACCESSIBLE HEIGHT b 13-1.1 cot 1 REVIEWED FOR ,ODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTER® ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title TYPICAL MOUNTING HEIGHTS Sheet A00-12 Copyright© 2012 Perkins+Will -r ALUMINUM PANEL 1" MINERAL WOOL INSULATION 3" FOIL -BACKED INSULATION AIR SPACE METAL CLOSURE PANEL W-4 ALUMINUM TRANSITION PANEL Layers Materials R -Value 1 Outside Air Film 0.07 (U -Val) 2 Aluminum Panel 3 Mineral Wool Insulation (1") 4 Foil -Backed Insulation (3') 5 Air Space (2.5') 1 6 Metal Panel - 7 Inside Air Film 0.68 0.06 8 Gypsum Wallboard (5/8') 0.56 Total R: 14.9 0.68 Total U: 0.067 3" =1'-0" 11" ALUMINUM PANEL AIR SPACE 4" MINERAL WOOL INSULATION WEATHER RESISTANT BARRIER EXTERIOR SHEATHING R-11 BATT INSULATION VAPOR BARRIER GYPSUM WALLBOARD W-5 ALUMINUM PANEL W/ FRAMING Layers Materials R -Value 1 Outside Air Film 0.066 (U -Val.) 2 Aluminum Panel 3 Mineral Wool Insulation (4') 4 Air/Water Barrier 0.02 5 Exterior Sheathing (5/8') 0.67 6 Batt Insul. (3.5') 11 7 Vapor Barrier 0.06 8 Gypsum Wallboard (5/8') 0.56 9 Inside Air Film 0.68 Total R: 12 10 F -factor: Total R: 19.6 Cross Laminated Timber Decking Total U: 0.051 3" =1'-0" SEISMIC ANCHORS FOR LIBRARY SHELVING p> CONCRETE TOPPING SLAB, CNC -1 HYDRONIC PIPING, TYP. BOND BREAKER MEMBRANE STRUCTURAL SLAB ELECTRICAL CONDUIT RIGID INSULATION, R-12 VAPOR BARRIER GRAVEL F-1 FLOOR ASSEMBLY - SLAB ON GRADE Layers Materials R -Value 1 Soil 0.75 2 Vapor Barrier 0.06 3 Rigid Insulation 12 4 Structural Slab 5.33 5 Bond Breaker Membrane - 6 Concrete Topping Slab 5.33 7 6" Metal Stud - 8 6" Batt Insulation 13 9 Total R: 12 10 F -factor: 0.36 3" =1'-0" V- 31/2" 8" X 36" TERRA COTTA PANEL, TYPICAL TERRA COTTA CLIP VERTICAL ALUMINUM PROFILE RAINSCREEN SUPPORT ALUMINUM CLEAT NEOPRENE GASKET SEMI-RIGID MINERAL WOOL INSULATION, R-21 WEATHER RESISTANT BARRIER EXTERIOR SHEATHING, METAL STUD FRAMING, R-13 BATT INSULATION, VAPOR BARRIER GYPSUM WALL BOARD W-1 EXTERIOR WALL ASSEMBLY - TERRA COTTA Layers Materials R -Value 1 Outside Air Film 0.17 2 Terra Cotta Panel 1.46 3 Vertical Rainscreen Support - 4 Semi -Rigid Insulation 21 5 Weather Resistant Barrier - 6 Exterior Sheathing 1.32 7 6" Metal Stud - 8 6" Batt Insulation 13 9 5/8" Gypsum Wall Board 0.90 10 Inside Air Film 0.68 11 Cross Laminated Timber Decking 4.69 12 Total R: 29.4 Total U: 0.034 3" =1'-0" 1' -11 3/4" 8" X 36" TERRA COTTA PANEL, TYPICAL TERRA COTTA CLIP VERTICAL ALUMINUM PROFILE RAINSCREEN SUPPORT 0 ALUMINUM CLEAT 0O NEOPRENE GASKET WEATHER RESISTANT BARRIER EXTERIOR SHEATHING BOTH SIDES OF METAL STUD FRAMING W1A - EXTERIOR WALL ASSEMBLY - TERRA COTTA 2 SIDES * OUTSIDE OF BUILDING ENVELOPE AND HAS BEEN EXCLUDED FROM ENVELOPE CALCULATIONS 3" =1'-0" 7 3/8" 1'-0" - 1 ZINC PANEL, SEE ELEVATIONS FOR TYPE SELF -DRILLING GALV. FASTENERS W/ NEOPRENE WASHERS, AT EVERY SHIM' 1/4" x 1/2" WEEP SLOT 6" O.C. CONTINUOUS HORIZONTAL SHIM VERTICAL FURRING FURRING CLIP SEMI-RIGID MINERAL WOOL INSULATION, R-21 WEATHER RESISTANT BARRIER, EXTERIOR SHEATHING, METAL STUD FRAMING, R-13 BATT INSULATION, VAPOR BARRIER, GYPSUM WALL BOARD W-2 EXTERIOR WALL ASSEMBLY - METAL PANEL Layers Materials R -Value 1 Outside Air Film 0.17 2 Zinc Panel 0.048 3 Vertical Rainscreen Support - 4 Semi -Rigid Insulation 21 5 Weather Resistant Barrier - 6 Exterior Sheathing 1.32 7 6" Metal Stud - 8 6" Batt Insulation 13 9 5/8" Gypsum Wall Board 0.45 10 Inside Air Film 0.68 11 Cross Laminated Timber Decking 4.69 12 Total R: 29.4 Total U: 0.034 3" =1'-0" 4 1/4" 6" T • LINE OF GRADE WATERPROOF ARCHITECTURAL CONCRETE 14 GA. ALUMINUM TERMINATION BAR AND SEALANT • • • •, 7.7 a•- 4e e-. °+ . d'. - f • �^° ^ • 4 , a, a4a . 4f a f' • HOT RUBBERIZED ASPHALT WATERPROOFING METAL STUD FRAMING, R-11 BATT INSULATION CONTINUOUS VAPOR BARRIER GYPSUM WALL BOARD, FINISH AS SCHEDULED THERMAL BREAK CONCRETE TOPPING SLAB, FINISH AS SCHEDULED WATER STOP W-3 EXTERIOR WALL ASSEMBLY - CONCRETE Layers Materials R -Value 1 Outside Air Film 0.17 2 6" Concrete 0.90 3 3 5/8" Metal Stud - 4 6" Batt Insulation 11 5 5/8" Gypsum Wall Board 0.45 6 Inside Air Film 0.68 7 Total R: 14 8 Total U: 0.07 3" =1'-0" NOTES: 1. SEE STRUCTURAL FOR METAL STUD, CONCRETE SLAB, METAL DECKING, AND TIMBER DECKING DETAILS. 11 1111111111111 \1.1,17 7 L.LL \\%\\\.\\'.\\: \\'\•\\.\. , \\IN" \\\'‘, PRE -VEGETATED SEDUM MAT GROWING MEDIUM WATER RETENTION AND FILTER FLEECE DRAIN MAT ROOT BARRIER 3 -PLY ROOFING MEMBRANE ROOF SUBSTRATE COVER BOARD RIGID INSULATION, R-42 VAPOR BARRIER / TEMPORARY ROOF CROSS LAMINATED TIMBER DECKING (WD -1) R-1 VEGETATED ROOF ASSEMBLY Layers Materials R -Value 1 Outside Air Film 0.17 2 Pre -Vegetated Sedum Mat 3 3 Growing Medium 2 4 Water Retention and Filter Fleece 0.83 5 Drain Mat 1.25 6 Root Barrier 0 7 3 -Ply Roofing Membrane 1.08 8 Roof Substrate Cover Board 1.25 9 Rigid Insulation, R-42 42 10 Vapor Barrier/ Temp Roof 0.06 11 Cross Laminated Timber Decking 4.69 12 Inside Air Film 0.68 Total R: 62.5 Total U: 0.016 3" =1'-0" 3 -PLY ROOFING MEMBRANE, WITH GRANULAR CAPSHEET ROOF SUBSTRATE COVER BOARD RIGID INSULATION, R-42 VAPOR BARRIER / TEMPORARY ROOF CROSS LAMINATED TIMBER DECKING (WD -1) R-2 MEMBRANE ROOF AT WOOD DECK Layers Materials R -Value 1 Outside Air Film 0.17 2 3 -Ply Roofing Membrane 1.08 3 Roof Substrate Cover Board 1.25 4 Rigid Insulation, R-42 42 5 Vapor Barrier/ Temp Roof 0.06 6 Cross Laminated Timber Decking 4.69 7 Inside Air Film 0.68 10 Closed Cell Spray Foam 20 11 Total R: 62.5 Total U: 0.016 3" =1'-0" 3 -PLY ROOFING MEMBRANE, WITH GRANULAR CAPSHEET ROOF SUBSTRATE COVER BOARD R-10 RIGID INSULATION TORCH -DOWN MEMBRANE/TEMPORARY ROOF ROOF SUBSTRATE BOARD METAL DECK, SEE STRUCTURAL STEEL STRUCTURE, WHERE OCCURS CLOSED CELL SPRAY FOAM, R-20 R-3 MEMBRANE ROOF AT METAL DECK Layers Materials R -Value 1 Outside Air Film 0.17 2 3 -Ply Roofing Membrane w/ Granular Capsheet 1.08 3 Roof Substrate Cover Board 1.25 6 Rigid Insulation, R-10 10 7 Vapor Barrier / Temp. Roof - 8 Roof Substrate Board 1.25 9 Metal Decking - 10 Closed Cell Spray Foam 20 11 Inside Air Film 0.68 Total R: 16 Total U: 0.063 3" =1'-0" METAL PANEL ON ALUMINUM FURRING SEALANT AND BACKER ROD SELF -ADHERED SHEET MEMBRANE AND VAPOR BARRIER ROOF SUBSTRATE COVER BOARD METAL DECK, SEE STRUCTURAL STEEL STRUCTURE, WHERE OCCURS CLOSED CELL SPRAY FOAM, R-20 REVIEWED FOR CODE COMPLIANCE PPROVED APR 06 2015 City of Tukwila BUILDING DIVISION Layers Materials R -Value 1 Outside Air Film 0.17 2 Metal Panel on Alum. Framing - 3 Vapor Barrier / Temp. Roof - 4 Roof Substrate Board 1.25 5 Metal Decking - 6 Closed Cell Spray Foam 20 7 Inside Air Film 0.68 Total R: 16 Total U: 0.063 R-4 METAL PANEL ROOF b (116.6° �I 3" =1'-0" D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title EXTERIOR ASSEMBLIES Sheet A00-40 Copyright© 2012 Perkins -i -Will 6/20/2013 11:01:44 PM c:\temp\161028 Tukwila_herzerh.rvt D C B A 5 PLAN LINE OF STRUCTURE CONT ACOUSTICAL SEALANT, 4 CUT STUDS 1/2" SHORT OF TOP RUNNER TO ALLOW FOR DEFLECTION, DO NOT FASTEN GYP BD TO RUNNER METAL STUD (MUST BE GALVANIZED AT PLUMBING CHASE) 5/8" (12" WMDTH) GYP BD CROSS BRACING 4'-0" OC VERTICAL SPACING MAX SOUND ATTENUATION BLANKET 5/8" GYPSUM BD EACH FACE CONT ACOUSTICAL SEALANT ---= 6.414' N c_OF FASTENER BASE/HEAD PARTITION TAG STUD SIZE STUD GAUGE STUD SPACING MAX HT (5 PSF) MAX HT (10 PSF) FIRE RATING/ TEST NO ACOUSTIC PROPERTIES WALL THK L/240 11360 U240 11360 STC INSUL THK TEST NO 176 1-5/8" 25 GA 24" 7'-6" 6'-7" — — — 52 3 1/2" SEE NOTE VARIES 17 2-1/2" 25 GA 24" 10'-7" 9'-2" — — — 52 3 1/2" SEE NOTE VARIES 17 2-1/2" 20 GA 24" 11-11" 10'-5" — — — 52 31/2" SEE NOTE VARIES 17 3-5/8" 20 GA 16" 16'-5" 14'-3" — — — 52 3 1/2" SEE NOTE VARIES 42) 2-1/2" 20 GA 24" 11'-10" 10'-5" — — — 47 1-1/2" SA -831001 3-3/4" �'♦ 3-5/8" 20 GA 24" 14'-3" 12'-6" — — — 47 3" SA -831001 4-7/8" Q€I 4" 20 GA 24" 15'-2" 13'-3" — — — 47 3" SA -831001 5-1/4" Q 6" 20 GA 24" 201-4" 17-11" — — — 47 3" SA -831001 7-1/4" CHASE WALL GYP BOARD PARTITION 3" =1'-0" 5 I 4 NOTE: STC 52 BASED UPON TEST RAL - TL -76-155 PLAN 3 LINE OF STRUCTURE CONT ACOUSTICAL SEALANT CUT STUDS 1/2" SHORT OF TOP RUNNER TO ALLOW FOR DEFLECTION, DO NOT FASTEN GYP BD TO RUNNER METAL STUD SOUND ATTENUATION BLANKET 5/8" GYPSUM BOARD EA FACE 4- . CONT ACOUSTICAL SEALANT --r BASE/HEAD q_OF FASTENER PARTITION TAG STUD SIZE STUD GAUGE STUD SPACING MAX HT (5 PSF) MAX HT (10 PSF) FIRE RATING/ TEST NO ACOUSTIC PROPERTIES WALL THK U240 U360 U240 U360 STC INSUL THK TEST NO t gC 2-1/2" 25 GA 24" 11'-6" 10'-1" — — — 47 1-1/2" SA -831001 3-3/4" • 3-5/8" 25 GA 24" 13'-9" 12'-0" — — — 47 3" SA -831001 4-7/8" 9E 4" 25 GA 24" 14'-6" 12'-11" — — — 47 3" SA -831001 5-1/4" G 6" 25 GA 24" 18'-10" 16-9" — — — 47 3" SA -831001 7-1/4" 42) 2-1/2" 20 GA 24" 11'-10" 10'-5" — — — 47 1-1/2" SA -831001 3-3/4" �'♦ 3-5/8" 20 GA 24" 14'-3" 12'-6" — — — 47 3" SA -831001 4-7/8" Q€I 4" 20 GA 24" 15'-2" 13'-3" — — — 47 3" SA -831001 5-1/4" Q 6" 20 GA 24" 201-4" 17-11" — — — 47 3" SA -831001 7-1/4" SINGLE LAYER BALANCED ACOUSTIC GYP BOARD PARTITION 3" =1'-0" PLAN NOTE: STC RATING AND REFERENCED TEST SA -831001 ARE BASED UPON 1-1/2" INSUL WITH 2-1/2", 25 GAUGE METAL STUDS LINE OF STRUCTURE CONT ACOUSTICAL SEALANT CUT STUDS 1/2" SHORT OF TOP RUNNER TO ALLOW FOR DEFLECTION, DO NOT FASTEN GYP BD TO RUNNER METAL STUD 5/8" GYPSUM BOARD EA FACE CONT ACOUSTICAL SEALANT BASE/HEAD c_OF FASTENER PARTITION TAG STUD SIZE STUD GAUGE STUD SPACING MAX HT (5 PSF) MAX HT (10 PSF) FIRE RATING/ TEST NO ACOUSTIC PROPERTIES WALL THK U240 U360 11240 U360 STC INSUL THK TEST NO 8C 2-1/2" 25 GA 24" 111-6" 10'-1" — — — — — — 3-3/4" 0 I 3-5/8" 25 GA 24" 13'-9" 12'-0" — — — 40 — USG -860808 4-7/8" (1) 4" 25 GA 24" 14'-6" 12'-11" — — — 40 — USG -806808 5-1/4" G + 6" 25 GA 24" 18'-10" 16'-9" — — — 40 — USG -860808 7-1/4" 42) 2-1/2" 20 GA 24" 11'-10" 10'-5" — — — — — — 3-3/4" 1 3-5/8" 20 GA 24" 14'-3" 12'-6" — — — 40 — USG -860808 4-7/8" Q€I i 4" 20 GA 24" 15'-2" 13'-3" — — — 40 — USG -860808 5-1/4" (T201 6" 20 GA 24" 20'-4" 1T-11" — — — 40 — USG -860808 7-1/4" rA•� SINGLE LAYER BALANCED GYP BOARD PARTITION 3 NOTE: STC RATING AND REFERENCED TEST USG -860808 ARE BASED UPON 3-5/8", 25 GAUGE METAL STUDS 1 2 Partition general notes Note: Partition designations omitted or skipped is intentional. 1. General A. Refer to A04 -XX series drawings for scheduled partition locations and types. B. Reference room finish schedule for bases and final finishes not shown on partition types. C. See supplemental details on the following sheets for specific head, jamb & base of wall conditions, for rated partitions refer to rated head conditions. D. Construct rated partitions before non -rated. 2. Framing A. All non-bearing partitions shall be constructed to limit deflection to L/240 with uniform 5 psf loading. Provide additional structure as required at all partitions to meet performance criteria, unless noted otherwise. Contractor shall verify all stud gauge and spacing to meet specified lateral loads and deflection criteria. Additional loading criteria is as follows: Elevator hoistways: 10 psf Mechanical shafts: 10 psf Loading dock: tbd B. Provide double stud framing at all jambs of frames and cased openings. C. Isolate partition framing from structural elements to prevent the transfer of loads to partition assemblies. Install slip track assemblies per details. D. Where control joints are required based upon specified frequency, and are not shown on interior elevations, locate control joints on both strike and swing side of doors. When providing control joints at doors does not meet the specified frequency, provide double stud control joint construction and verify location with the architect prior to proceeding with any installation of control joints. E. Do not fasten studs or gypsum board panels to top runner / metal track. Use runner / track with 1-1/2" long flanges, min. F. Provide adequate sheet metal or steel backing for all wall mounted architectural woodwork, finish carpentry, toilet partitions and accessories and similar mounted items. G. Coordinate all framing assemblies with all adjacent building trades including but not limited to mechanical, electrical, plumbing and fire protection. H. Refer to MEP and FP drawings for opening and penetration requirements at full height partitions. I. Provide studs designed for sprinkler piping (empcor sp-notch system or equal) at all locations where sprinkler piping is concealed within walls - verify locations with sprinkler contractor. 3. Gypsum board A. Items shown or scheduled to be semi or fully recessed shall be installed flush with finish face of partition unless noted otherwise. Partition depth or type shall be adjusted to accommodate the depth of recessed item or as directed by the architect. B. Water resistant gypsum board and/or tile backer board wall panels shall be used on partition assemblies at locations scheduled in the room finish schedule. C. Tape and apply joint compound to all interior corners and joints of gypsum board, unless noted otherwise for movement control. D. Install metal casing / trim and apply joint compound to all exposed corners of gypsum board unless note otherwise. E. Install metal reveals with concealed fasteners per manufactures instructions. Provide mitered corners, joints and intersections to all reveal conditions, and apply joint compound to conceal all reveal flanges. 2 1 1 Partition general notes continued 4. Fire rated partitions A. Provide permanently stenciled identification above the ceiling at 4'-0" o.c on all corridor partitions, smoke partitions, horizontal exit partitions, exit enclosures, and fire rated walls. The identification shall be a minimum of 4" high and read as follows: "fire and smoke barrier - protect all openings". B. Rated partitions are to be constructed before non -rated partitions. Abut nonrated partitions to rated partitions. C. All fire -resistance rated partitions shall be constructed from top of non - finished floor construction to bottom of floor construction above. D. All partitions noted to be fire -resistance rated shall be constructed in strict accordance with the referenced fire resistance test. If no test is referenced, provide an industry recognized fire resistance test or letter of engineering judgment for review prior to construction. E. Fire rated head conditions and through penetrations, whether a sub -part of the referenced rated assembly, or as shown in detail represent typical head - of -wall conditions. Atypical conditions discovered during required trade coordination are required to maintain the integrity of the fire -resistance rating noted on the floor plans. Provide an industry recognized fire resistance test, or letter of engineering judgment, for all atypical conditions for review prior to construction. F. All through penetrations in fire resistance rated partitions shall be sealed with materials and assemblies necessary to maintain the required fire resistance rating of the partition. 5. Sound resistance rating A. All gypsum board partitions shall be constructed with sound attenuated insulation as scheduled. Insulation shall be continuous and without interruption. B. All penetrations in sound resistance rated partitions shall be sealed with acoustical sealant to maintain referenced sound resistance rating. C. All penetrations in all partitions noted to be sound resistance rated and fire resistance rated are required to be sealed with materials capable of meeting both sound and fire resistance ratings. D. Provide acoustical pads around any items penetrating face of wall, such as junction boxes, outlets, switches, etc. Install acoustical 'putty pads' behind & around each j -box and maintain a minimum of 24" o.c where back/ back layouts may occur. Where outlets need to be relocated, notify architect immediately. E. Provide acoustical sealant all around through floor pipe/ duct penetration. F. At all partitions install wall boards to maintain 1/8" min, 1/4" max joint between bottom edge of board and top of slab / floor. Fill joint with continuous bead of acoustic sealant. 6. Design thickness Stud guage Minimum design thickness per ASTM C645 25 GA. 0.0179 in. or EQ 20 GA. 0.0296 in. or EQ "EQ" (equivalent design th'ckness). Use of a material with an equivalent design thickness is subject to the requirements of ASTM C645 and submission of third party testing in accordance with ICC ES AC86. .46 1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERS) ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions NO RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER=: ISSUE [DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title PARTITION TYPE SCHEDULE & DETAILS Sheet A00-41 Copyright © 2012 Perkins+Will B A 5 14f J METAL PANEL, EP -1 AUTOMATIC DOOR OPENER AND/OR CONCEALED CLOSER, WHERE OCCURS ALUMINUM CLOSURE PANEL, EP -1 ALUMINUM FRAMED GLASS STOREFRONT DOOR f ALUM. DOOR HEAD AT DOOR OPERATOR 3" =1'-0" Tr GLAZING SYSTEM ALUMINUM FRAMED GLASS STOREFRONT DOOR ALUM. DOOR HEAD AT GLAZING (JAMB SIM.) 3" =1'-0" ALUMINUM FRAMED GLASS STOREFRONT DOOR 7 ALUMINUM THRESHOLD • -4 - - • 4•' .e EXTERIOR DOOR SILL 3" =1'-0" LEVEL 01 AgiL 296' - 8" 4 O I— I • II TERRA COTTA WALL ASSEMBLY (W-1) SEE A00-40 FOR DETAILS FLASHING PER DETAIL A5/A11-51 METAL CLOSURE PER TERRA COTTA MANUFACTURER GLAZING SYSTEM ALUMINUM FRAMED GLASS STOREFRONT DOOR ALUM. GLAZED HEAD AT FRAMED OPENING 3" =1'-0" _— tl . !t. ALUMINUM FRAMED GLASS STOREFRONT DOOR GLAZING SYSTEM METAL CLOSURE PER TERRA COTTA MANUFACTURER FLASHING PER DETAIL A4/A11-51 j TERRA COTTA WALL ASSEMBLY (W-1) SEE A00-40 FOR DETAILS STEEL COLUMN, WHERE / OCCURS ALUM. DOOR JAMB AT TERRA COTTA 4 3 3 A► 2 1 DOOR SCHEDULE Level OPENING OPENING SIZE DOOR FRAME HDWR REMARKS RM NUM TAG RM NAME WIDTH HEIGHT TYPE MTL TYPE MTL FIN JAMB HEAD SILL LEVEL 01 100 100 LOBBY 6' - 0" 8' - 0" FG AL-1/GL-1 F2 AL -1 EP -1 B5/A00-50 (SIM) B5/A00-50 A5/A00-50 HW -1 EXIT DEVICE WITH PANIC HARDWARE LEVEL 01 105 105A COMMUNITY MOSAIC 3' - 0" 8' - 0" FG AL-1/GL-1 F2 AL -1 EP -1 B5/A00-50 (SIM) B5/A00-50 A5/A00-50 . HW -2 LEVEL 01 105 105B COMMUNITY MOSAIC 3' - 0" 8' - 0" FG AL-1/GL-1 F2 AL -1 EP -1 B5/A00-50 (SIM) B5/A00-50 A5/A00-50 HW -2 LEVEL 01 105 105C COMMUNITY MOSAIC 3' - 0" 8' - 0" FG AL -1 / GL -13 F2 AL -1 EP -1 B5/A00-50 (SIM) B5/A00-50 A5/A00-50 HW -2 EXIT DEVICE WITH PANIC HARDWARE LEVEL 01 105 105D COMMUNITY MOSAIC 3' - 0" 8' - 0" FG AL-1/GL-1 F2 AL -1 EP -1 B5/A00-50 (SIM) B5/A00-50 A5/A00-50 HW -2 EXIT DEVICE WITH PANIC HARDWARE LEVEL 01 106 106A MEETING ROOM 3' - 0" 8' - 0" FG AL-1/GL-1 F2 AL -1 EP -1 B5/A00-50 (SIM) B5/A00-50 A5/A00-50 HW -2 LEVEL 01 106B AL -1/ GL -13 CUSTOM STEEL STEEL P-5 A4, A5/A10-51 B5/A10-51 B5/A10-51 HW -3 SLIDING MALL FRONT DOORS, 4 EQ. PANELS, SEE PLAN DIMENSIONS FOR R.O. LEVEL 01 106C AL -1 / GL -13 CUSTOM STEEL STEEL P-5 A4, B4/A10-51 B5/A00-50 B5/A10-51 HW -3 SLIDING MALL FRONT DOORS, 4 EQ. PANELS, SEE PLAN DIMENSIONS FOR R.O. LEVEL 01 106 106D MEETING ROOM 3' - 0" 8' - 0" F WD -4 F2 WD -4 PAINT A4/A00-50 (SIM) A4/A00-50 N/A HW -4 PAINT GRADE WOOD DOOR AND TRIM - PAINT TO MATCH ADJACENT WALL, U.N.O., EXIT DEVICE WITH PANIC HARDWARE LEVEL 01 106C 106E STORAGE 5 - 6" 8' - 0" F WD -5 FRAMELESS WD -5 CLEAR N/A HW -10 LEVEL 01 107 107 STUDY 3' - 0" 8' - 0" F WD -4 F2 WD -4 PAINT A4/A00-50 (SIM) A4/A00-50 N/A HW -5 PAINT GRADE WOOD DOOR AND TRIM - PAINT TO MATCH ADJACENT WALL, U.N.O. LEVEL 01 113 113 MEN 3' - 0" 7' - 0" F WD -4 F2 WD -4 PAINT A4/A00-50 (SIM) A4/A00-50 N/A HW -5 PAINT GRADE WOOD DOOR AND TRIM - PAINT TO MATCH ADJACENT WALL, U.N.O. LEVEL 01 113A 113A JANITOR 3' - 0" 7' - 0" F HM -1 F2 HM -1 PAINT B2/A00-50 B2/A00-50 (SIM) N/A HW -6 PAINT DOOR AND FRAME TO MATCH ADJACENT TILE LEVEL 01 114 114 STAFF TOILET 3' - 0" 7 - 0" F HM -1 F2 HM -1 PAINT B2/A00-50 B2/A00-50 (SIM) N/A HW -7 PAINT GRADE WOOD DOOR AND TRIM - PAINT TO MATCH ADJACENT WALL LEVEL 01 115 115 WOMEN 3' - 0" 7' - 0" F WD -4 F2 1ND-4 PAINT A4/A00-50 (SIM) A4/A00-50 N/A HW -5 PAINT GRADE WOOD DOOR AND TRIM - PAINT TO MATCH ADJACENT WALL, U.N.O. LEVEL 01 100 117 LOBBY 3' - 0" 7' - 10" G WD -4/ GL -13 F2 WD -4 PAINT A4/A00-50 (SIM) A4/A00-50 N/A HW -8 PAINT GRADE WOOD DOOR AND TRIM - PAINT TO MATCH ADJACENT WALL, U.N.O. LEVEL 01 117 117A STAFF 3' - 6" 7' -10 3/4" FG AL -1/ GL -1 F2 AL -1 EP -1 A4/A00-50 (SIM) B4/A00-50 A5/A00-50 HW -9 LEVEL 01 118 118 STAFF OFFICE 3' - 0" 7' - 10" F WD -5 FRAMELESS N/A N/A B1/A00-50 N/A HW -3 SEE ELEVATION C2/A10-11 LEVEL 01:18 LEVEL 02 201 201 MECHANICAL 3' - 0" 7' - 0" F HM -1 F HM -1 PAINT B2/A00-50 B2/A00-50 (SIM) N/A HW -6 PAINT DOOR AND FRAME TO MATCH ADJACENT WALL FINISH LEVEL 02 202 202 ELECTRICAL 3' - 0" 7' - 0" F HM -1 F HM -1 PAINT B2/A00-50 B2/A00-50 (SIM) N/A HW -6 PAINT DOOR AND FRAME TO MATCH ADJACENT WALL FINISH LEVEL 02: 2 Grand total: 20 SEE DR SCHED 6" DOOR TYPE FG SEE DR SCHED DOOR TYPES DOOR TYPE F SEE DR SCHED SEE DR SCHED DOOR TYPE G STAI NLESS STEEL KICK PLATE, WHERE OCCURS, TYP. NOT TO SCALE 4" TYPICAL DASHED LINE INDICATES MANUEVERING CLERANCES REQUIRED AT SWING DOOR 2'-0" MIN L SIDE APPROACH PULL SIDE o � Z 4" TYPICAL TYPICAL DOOR CLEARANCES 1'-6" 1 MIN SEE DR SCHED SEE DR SCHED FRAME TYPE F2 DOOR FRAME TYPES NOT TO SCALE 1' - 0" AlMIN FORWARD APPROACH PULL SIDE DASHED LINE INDICATES MANUEVERING CLERANCES REQUIRED AT SIMNG DOOR NOT TO SCALE 32" MIN. CLEARANCE 3'-5" 1' WHEN DOOR IN OPEN POSITION LDASHED LINE REPRESENTS DOOR IN CLOSED POSITION FIXED GLASS PANEL 2" WIDTH OF DOOR PANEL FIXED GLASS PANEL 1" DIAMETER PULL TYPICAL SLIDING DOOR DIAGRAM NOT TO SCALE 5/8" PARTITION TYPE 5/8" 1 1/4" FRAME ANCHORS 2 PER HEAD STEEL FRAME SILENCERS OR SMOKE SEAL, SEE HARDWARE SCHEDULE DOOR PER SCHEDULE 0 w —J 0 w C-) C/) 0 CO w ci I(Ki) TYP STEEL DOOR JAMB (HEAD SIM) 3" =1'-0" 2 ACOUSTIC CEILING TILE 3/4' Ll L BLOCKING AS REQUIRED CONTINUOUS SLIDING DOOR TRACK WITH FASCIA N SLIDING DOOR HEAD 3" =1'-0" IMMIk N 6. 11/4" /2" 74/ ACOUSTIC CEILING TILE GWB HEADER, P-2 DOOR PER SCHEDULE FIXED INTERIOR GLAZING BEYOND SEE RCP REVAE pFOR CODE COMPLIANCE APPROVED APR 0g 2015 City of Tukwila BUILDING DIVISION WOOD TRIM MILLED WOOD FRAME AND STOP DOOR PER SCHEDULE OF TVKWILA RECEIVED OCT 1 q 2014 PERMIT CENTER i.kt WOOD DOOR HEAD, TYP (JAMB SIM.) ) 1 PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS / / NO (T)/ / I/ DATE /11 E DR \ j// ji DOOR TYPE FG SEE DR SCHED DOOR TYPES DOOR TYPE F SEE DR SCHED SEE DR SCHED DOOR TYPE G STAI NLESS STEEL KICK PLATE, WHERE OCCURS, TYP. NOT TO SCALE 4" TYPICAL DASHED LINE INDICATES MANUEVERING CLERANCES REQUIRED AT SWING DOOR 2'-0" MIN L SIDE APPROACH PULL SIDE o � Z 4" TYPICAL TYPICAL DOOR CLEARANCES 1'-6" 1 MIN SEE DR SCHED SEE DR SCHED FRAME TYPE F2 DOOR FRAME TYPES NOT TO SCALE 1' - 0" AlMIN FORWARD APPROACH PULL SIDE DASHED LINE INDICATES MANUEVERING CLERANCES REQUIRED AT SIMNG DOOR NOT TO SCALE 32" MIN. CLEARANCE 3'-5" 1' WHEN DOOR IN OPEN POSITION LDASHED LINE REPRESENTS DOOR IN CLOSED POSITION FIXED GLASS PANEL 2" WIDTH OF DOOR PANEL FIXED GLASS PANEL 1" DIAMETER PULL TYPICAL SLIDING DOOR DIAGRAM NOT TO SCALE 5/8" PARTITION TYPE 5/8" 1 1/4" FRAME ANCHORS 2 PER HEAD STEEL FRAME SILENCERS OR SMOKE SEAL, SEE HARDWARE SCHEDULE DOOR PER SCHEDULE 0 w —J 0 w C-) C/) 0 CO w ci I(Ki) TYP STEEL DOOR JAMB (HEAD SIM) 3" =1'-0" 2 ACOUSTIC CEILING TILE 3/4' Ll L BLOCKING AS REQUIRED CONTINUOUS SLIDING DOOR TRACK WITH FASCIA N SLIDING DOOR HEAD 3" =1'-0" IMMIk N 6. 11/4" /2" 74/ ACOUSTIC CEILING TILE GWB HEADER, P-2 DOOR PER SCHEDULE FIXED INTERIOR GLAZING BEYOND SEE RCP REVAE pFOR CODE COMPLIANCE APPROVED APR 0g 2015 City of Tukwila BUILDING DIVISION WOOD TRIM MILLED WOOD FRAME AND STOP DOOR PER SCHEDULE OF TVKWILA RECEIVED OCT 1 q 2014 PERMIT CENTER i.kt WOOD DOOR HEAD, TYP (JAMB SIM.) ) 1 PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title DOOR SCHEDULE AND DETAILS Sheet A00-50 Copyright © 2012 Perkins+Will 6/20/2Q13 11:02:09 PM FINISH PLAN KEY FLOOR TYPE FLOOR MATERIAL TYPE FLOOR MATERIAL NUMBER WALL MATERIAL TYPE MILLWORK SURFACE TYPE BASE MATL TYP ##> TYP MILLWORK NORTH SOUTH EAST WEST SURFACE TYPE & NUMBER WALL TYPE TYP CNC -1 MDF -1 WALL MATERIAL NUMBER FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR FINISH BASE MATL WALL FINISH CEILING FINISH COMMENTS NORTH SOUTH EAST WEST 100 VESTIBULE CPT -3 MDF -1 P-1 P-1 N/A N/A O.T.S. PAINT BASE TO MATCH WALL FINISH 101 SELF- CHECK CNC -1 MDF -1 GL -5/P-12 N/A P-1 P-1 P-2 PAINT BASE TO MATCH WALL FINISH 102 LOBBY CNC -1 MDF -1 P-1 P-1 P-1 P-1 O.T.S. PAINT BASE TO MATCH WALL FINISH 103 ASSISTANCE CPT -1 VVD-5 P-1 N/A N/A N/A O.T.S. BUZZI SPACE 104 READING PLATFORM WD -5 N/A WD -4 P-1 N/A WD -2 WDC -1 PAINT BASE TO MATCH WALL FINISH 105 COMMUNITY MOSAIC CNC-1/CPT-1 MDF WD -4 P-1 P-1 N/A WDC -1 PAINT BASE TO MATCH WALL FINISH 106 MEETING ROOM CPT -1 WD -5 P-1 WD -4 P-1 P-1 WDC -1 MBL 135 79 44 108 106A STORAGE CPT -1 RB -1 P-1 P-1 P-1 P-1 O.T.S. 106B KITCHENETTE ALCOVE CPT -1 MDF -1 P-1 P-1 P-1 P-1/GL-5 P-2 PAINT BASE TO MATCH WALL FINISH 106C STORAGE CPT -1 MDF P-1 P-1 P-1 P-1 O.T.S. PAINT BASE TO MATCH WALL FINISH 108 TEEN LOUNGE CPT -1 N/A N/A N/A N/A N/A O.T.S. EXTERIOR POWDERCOAT 108 CYBER BAR CNC -1 MDF -1 N/A P-1 P-1 P-1 O.T.S. PAINT BASE TO MATCH WALL FINISH 109 COLLECTION CNC-1/CPT-1 MDF P-1 P-1 P-1 P-1 O.T.S. PAINT BASE TO MATCH WALL FINISH 110 STUDY CPT -1 ALUM GL -3 GL -3 GL -3 GL -3 O.T.S. SOLARBAN 70 #2 / PPG SUNGATE 600 #4 111 CHILDREN'S READING CNC-1/CPT-2 MDF P-1 N/A P-1/AP-1 P-1/WDC-1 WDC -1 PAINT BASE TO MATCH WALL FINISH 112 CHILDREN'S CNC-1/CPT-2 MDF P-1 N/A AP -1, P-5 P-1MIDC-1 WDC -1 WDC -1 TO WRAP 3' DOWN WALL, AP -1 ABOVE 60", PAINT BASE TO MATCH WALL FINISH 113 MEN CNC -1 PT -2 PT -2 PT -2 PT -2 PT -2 P-2 PT -2 UP TO 72" A.F.F. 113A JANITOR SV -1 SVB-1 P-1/FRP-1 P-1/FRP-1 P-1/FRP-1 P-1/FRP-1 O.T.S. FRP-1 UP TO 3'-6" AFF 114 STAFF TOILET CNC -1 PT -2 PT -2 PT -2 PT -2 PT -2 P-2 PT -2 UP TO 72" A.F.F. 115 WOMEN CNC -1 PT -2 PT -2 PT -2 PT -2 PT -2 P-2 PT -2 UP TO 72" A.F.F. 116 BREAK CNC -1 RB -1 P-1 P-4 P-1 P-1 ACT -1 VERTICAL SUNSHADE AT EAST FACADE 117 STAFF CPT -1 RB -1 P-1 P-1 P-1 P-4 ACT -1 GLASPRO 117A SHIPS LADDER LOW IRON, TO MATCH RAL 3027 GL -11 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR 118 STAFF OFFICE CPT -1 RB -1 P-1 P-1 P-1 P-1 ACT -1 200 EQUIP. PLATFORM LANDING GL -13 INTERIOR GLAZING STAFF OFFICE CLEAR, LOW IRON 201 MECHANICAL EF -1 EF -1 P-1 P-1 P-1 P-1 O.T.S. PROVIDE INTEGRAL EPDXY COVED BASE UP TO 6" AFF 202 ELECTRICAL EF -1 EF -1 P-1 P-1 P-1 P-1 O.T.S. PROVIDE INTEGRAL EPDXY COVED BASE UP TO 6" AFF STAFF 117 L TAT T T�-L CO€ STAFF TOILET 114 ANITOR 113A WOMEN 115 MEN 113 STAFF OFFICE 118 ri E z 0 3�> L 1 CHILDREN'S 112 1,14 ON WALL ABOVE GLAZING FINISH PLAN - LEVEL 01 ASSISTANCE 103 COUNTERTOP AND LOWER CABINETS STUDY AP -3 FROM 26" TO 57.5" AFF COMMUNITY MOSAIC 105 (c; T) MEETING ROOM 106 COLLECTION 109 MOTORIZED ROLLER SHADES MOUNTED IN CONCEALED POCKET ABOVE GLAZING f;c1) Cr) STEEL SUPPORTED WORK SURFACE AT 30" EAN4 COUNTERTOP ND LOWER CABI TSD 0 STORAGE 106C 1/8" = FINISH LEGEND ITEM DESCRIPTION LOCATION MANUFACTURER STYLE MODEL NO. FINISH SIZE COMMENTS ACT -1 ACOUSTIC CEILING TILE STAFF ARMSTRONG ULTIMA 1912 WHITE 2' x 2' TEGULAR TILE, 9/16" GRID AP -1 FABRIC WRAPPED ACOUSTIC PANEL CHILDREN, BAY WINDOW BUZZI SPACE BUZZI SKIN 3D TILE 77 FUCHSIA 30" x 54" DIRECT MOUNT ACOUSTIC TILE AP -2 FABRIC WRAPPED TACKABLE ACOUSTIC PANEL CHILDREN, ACCENT WALL BUZZI SPACE BUZZI SKIN 3D TILE MULTICOLOR MOUNT ABOVE 60" WHERE INDICATED AP -3 MAGNETIC ACOUSTIC PANELS STUDY BUZZI SPACE BUZZI BOARD MULTICOLOR 31.5" x 15.75" APC -1 FABRIC WRAPPED ACOUSTIC PANEL CHILDREN, CEILING BUZZI SPACE BUZZI SKIN 3D TILE 77 FUCHSIA 30" x 86" DIRECT MOUNT ACOUSTIC PANEL CNC -1 STAINED, HONED, AND POLISHED CONCRETE GENERAL SEALED, CUSTOM COLOR CPT -1 CARPET GENERAL MILLIKEN CONSEQUENCE SEQUEL CASCADE CPT -2 CARPET CHILDREN MILLIKEN THEORY 2.0 MORE BLIP MBL 135 79 44 108 24" x 24" CPT -3 WALK -OFF CARPET VESTIBULE MILLIKEN EF -1 EPDXY FLOORING ELECTRICAL, MECHANICAL FLOOR ARMORPDXY ARMORPDXY II EP -1 EXTERIOR FLUOROPOLYMER COATING WINDOWS, SUNSHADES, LOUVERS DURANAR DURANAR XL UC51713XL PEWTER EP -2 EXTERIOR FLUOROPOLYMER COATING METAL PANEL SILLS DURANAR DURANAR XL UC51595XL MEDIUM GRAY EP -3 EXTERIOR POWDERCOAT BAY WINDOW TA CHILDREN'S TIGER DRYLAC RAL 4006 FRP-1 WALL PROTECTION JANITOR ACROVYN UP TO 3'-6" AFF UP TO 3'-6" AFF GL -1 EXTERIOR GLAZING NORTH, EAST FACADE PPG SOLARBAN 60 #2 / PPG SUNGATE 600 #4 SAFETY GLASS WHERE INDICATED GL -2 EXTERIOR GLAZING, SKYLIGHT GLAZING SOUTH, WEST FACADE PPG SOLARBAN 70 #2 / PPG SUNGATE 600 #4 SAFETY GLASS WHERE INDICATED GL -3 TRANSLUCENT GLASS NORTH EXTERIOR DOOR AT STAFF WORK SAFETY GLASS, MATCH ARCHITECTS SAMPLE GL -4 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 4004 GL -5 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 4006 GL -5A EXTERIOR SPANDREL GLAZING NORTH AT STAFF BREAK GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 4006 GL -6 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 3018 GL -7 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 2008 GL -8 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 3020 GL -9 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 4008 GL -10 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 3027 GL -11 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 2004 GL -12 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 2002 GL -13 INTERIOR GLAZING STAFF OFFICE CLEAR, LOW IRON 7/16" LAMINATED SAFETY GLASS GL -14 INTERIOR ACCENT GLAZING - BACK PAINTED SELF -CHECK, KITCHENETTE PULP STUDIOS LOW IRON, BACK PAINTED MATCH ARCHITECTS SAMPLE GL -15 INTERIOR ACCENT GLAZING - COLOR INTERLAYER STUDY, ASSISTANCE PULP STUDIOS LOW IRON, COLOR INTERLAYER 7/16" LAMINATED SAFETY GLASS MDF -1 MEDIUM DENSITY FIBERBOARD GENERAL BASE SHERWIN WILLIAMS SEMI -GLOSS PAINT MDF BASE TO MATCH WALL, U.N.O. P-1 INTERIOR PAINT GENERAL SHERWIN WILLIAMS EGGSHELL P-2 INTERIOR PAINT CEILING SHERWIN WILLIAMS FLAT P-3 INTERIOR PAINT STAFF, ACCENT SHERWIN WILLIAMS EGGSHELL P-4 INTERIOR PAINT CHILDREN, ACCENT SHERWIN WILLIAMS TO MATCH RAL 4006 SEMI -GLOSS ACCENT PAINT ON ONE SIDE, CLEAR COAT ON OPPOSITE SIDE AND EDGES P-5 INTERIOR FERROUS METAL COATINGS ALL EXPOSED STEEL ON INTERIOR, UNO TNEMEC AS SELECTED SEMI -GLOSS PL -1 PLASTIC LAMINATE KITCHENETTE, SELF -CHECK, STAFF WORK ABET LAMINATI WHITE 411 SEI-COLORPACT PLY -1 FINISH GRADE PLYWOOD CYBER BAR COUNTER, SHUTTERS MAPLE VENEER CLEAR, SATIN 3/4" PLYWOOD PT -1 PORCELAIN TILE STAFF RESTROOM WALLS MOSA GREYS 225V 18% (8"x24"), 27% (12"x24"), 55% (24"x24") MOSA PATTERN GS -6, UP TO 72" AFF PT -2 LARGE FORMAT PORCELAIN TILE RESTROOM WALLS LAMINAM OXIDE NERO PT -3 EXTERIOR PORCELAIN FLOOR TILE OUTDOOR TERRACE QSTONE PROVENZA GRAY RB -1 RUBBER BASE STAFF ROPPE RS -1 ROLLER SHADE WEST CURTAIN WALL MECHOSHADE ECOVEIL 1554 BLACK/BROWN 3% OPEN SV -1 SHEET VINYL JANITOR ARMSTRONG MEDINTONE H8322 AMBER LIGHT SVB-1 SHEET VINYL BASE JANITOR ARMSTRONG MEDINTONE H8322 AMBER LIGHT COVE BASE TO HEIGHT 6" A.F.F. TC -1 TERRA COTTA EXTERIOR RAINSCREEN CLADDING ARGETON TAMPA MATTE GLAZE 6" x 36" 33% CUSTCOM COLOR (BETWEEN IRON & VOLCANO GRAY), 67% VOLCANO GRAY WD -1 WOOD, STRUCTURAL EXPOSED STRUCTURE VARIES DOUGLAS FIR CLEAR, SATIN EXTERIOR GRADE FINISH REQUIRED OUTSIDE OF BUILDING ENVELOPE WD -2 FINISH WOOD TO MATCH STRUCTURAL WEST WALL OF COLLECTIONS AND CHILDREN DOUGLAS FIR CLEAR, SATIN 6 MEMBERS/LF 3/4" x 2 1/4" MEMBERS, TYPICAL WD -3 HARDWOOD, CLEAR FINISH DOORS, TRIM, WALL PANEL, CASEWORK WHITE MAPLE CLEAR, SATIN WD -4 PAINTED WOOD DOORS AND TRIM PAINT GRADE MATCH ADJAENT FINISHES, U.N.O. WD -5 CUSTOM PERFORATED WOOD PANELING COMMUNITY MOSAIC, MEETING ROOM WHITE MAPLE VENEER CLEAR, SATIN WD -6 HARDWOOD ENGINEERED FLOORING READING PLATFORM WHITE MAPLE CLEAR, SATIN WDC -1 WOOD CEILING GRILLE COMMUNITY MOSAIC, MEETING 9WOOD WESTERN HEMLOCK ' FSC CERTIFIED CLEAR, SATIN 6 MEMBERS/LF 3/4' x 2 1/4" MEMBERS, TYPICAL ZN-1 ZINC WALL PANELS EXTERIOR ZINC WALL CLADDING AND FASCIA VM ZINC QUARTZ ZINC ZN-2 PERFORATED ZINC WALL PANELS WEST WALL CLADDING VM ZINC QUARTZ ZINC r. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions CITY OFRECEIVED TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ROOM FINISH PLAN, SCHEDULE & LEGEND Sheet A00-70 Copyright © 2012 Perkins+Will 2 a M 0 N N CD c:\temp\161028 Tukwila_herzerh.rvt COUNTERTOP PLYWOOD SUBSTRATE D 1/2" FINISH FACE OF CABINET BOX TO MATCH FACE OF DRAWER OR CABINET CABINET PULL, WHERE OCCURS ARCH. COUNTERTOP EDGE DETAIL C B A PLASTIC LAMINATE BACKSPLASH, PL -2 PLASTIC LAMINATE COUNTERTOP, PL -2 / /// /// /// /// /7/ /// /// //A, FINISH FLOOR FINISH INSIDE FACE OF CABINET, PL -1 BASE AS SCHEDULED CV OPEN COUNTER =1'-0" 1'-2" 0 0 0 0 0 0 0 0 I 0 4 0 0 0 II 0 tl J L CEILING BLOCKING AS REQUIRED TO AFFIX FRONT PANEL FIXED PL -1 PANEL TO CEILING, ALIGN FACE WITH FACE OF DOOR (2) ADJUSTABLE SHELVES WHITE MELAMINE INTERIOR PLASTIC LAMINATE CABINET DOOR, PL -1 PULL PER SPECIFICATIONS UPPER CABINET 1 1/2" = 1'-0" 2'-0" PLASTIC LAMINATE COUNTERTOP, PL -2 16 A00-80 TYP. 0 0 0 0 0 0 0 0 PLASTIC LAMINATE, PL -1 PULL PER SPECIFICATIONS ADJUSTABLE SHELVING BASE AS SCHEDULED BASE CABINET- DRAWER & CABINET 1 1/2" =1'-0" 2 2'-0" w w w PLASTIC LAMINATE COUNTER AND BACKSPLASH, PL -2 PLASTIC LAMINATE, PL -1 DRAWER PULL PER SPECIFICATIONS BASE AS SCHEDULED BASE CABINET- 5 DRAWER 1 1/2" = 1'-0" i /7/ /// /// /// 1 � 2'-0" /// INSULATED AND JACKETED DRAIN PIPE 6" MAX. 1/ i i ---v--J REQUIRED ACCESSIBLE KNEE CLEARANCE, KEEP CLEAR OF ANY OBSTRUCTION IN FRONT THIS DASHED UNE / +1-1/4" UNDERCUT AT ATTACHED TOE KI(:K FINISH FLOOR 21/2' PLASTIC LAMINATE BACKSPLASH, PL -2 SINK AND FAUCET AS SCHEDULED PER MECHANICAL PLASTIC LAMINATE COUNTERTOP, PL -2 TYP. TYP. FIXED PANEL, PL -1 CABINET PULL PER SPECIFICATIONS FINISH INSIDE FACE OF CABINET, PL -1 CABINET DOOR ON CONCEALED HINGES, PL -1 BASE AS SCHEDULED BASE CABINET WITH SINK 1 1 1/2" =1'-0" PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date V.\ KAY KORNOVICH STATE OF WASHINGTON Revisions F-VIEVVED FOR CODE COMPLIANCE APPROVED IPR 06 2015 City of Tukwila EUILC INN DIVISION A NO RECEIVED CITY OF TUKWILA JUN 21 2013 PERMIT CENT:. ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title CASEWORK DETAILS Sheet A00-80 Copyright © 2012 Perkins+Will c:\temp\161028 Tukwila_herzerh.rvt D C B A 5 4 15-0" 3 15'-0" 134'-3" 15-0" 15'-0" 2 15-0" 12'-0" 1 NOTES: 1. SEE SHEET A00-40 FOR TYPICAL EXTERIOR WALL ASSEMBLIES. 2. SEE SHEET A00-41 FOR TYPICAL INTERIOR PARTITION DETAILS. 3. DIMENSIONS ARE TO FINISHED FACE OF PARTITION, FACE OF GLAZING, AND CENTERLINE OF MULLION, UNLESS NOTED OTHERWISE. 4. INTERIOR DOORS ARE TO BE LOCATED 4" FROM ADJACENPERPENDICULAR WALL, UNLESS NOTED OTHERWISE. 5. SEE SHEET A00-12 FOR TYPICAL MOUNTING HEIGHTS. 31' -101 /2" 12'-01/4" 58'-91/8" 31'-71/4" A3 A11-20 co a0 0 • \ zqr (117A) 8K BOOK DROP STAFF 117 ABOVE LINE OF WALL ABOVE 12'-8" A10-11 C2 10'-0" 0 SHPP'S ' I„mmamm LADDE 117A 3' 00 A3 A11-25 C5 A11-01 Z- 4"" CONCEALED BRACED FRAME, SEE STRUCTURAL 8D A4 Co 00 1- BREAK 116 ST F OFFI 6 118 8D (118 ) CONT. SLIDING DOOR TRACK STEEL SHIPS LADDER 17C --b 9'-5" FEC cr -83/4" - 5'-0" 4- 5'-0" / / 5'-0" A3 A11-10 5-0" - 5'-0" 5'-0" 4 5'-0" c_ LINE OF SOFFIT ABOVE 5'-0" 5'-0" 411111 8'-1" I. 1 r` C4 8D (8D STAFF LOILEI 114 moo NITO" WOMEN 115 U 113A 4110 8J MEN 113 8K IliL 1II n FEC 8K READING LATFORM 104 C4 ASSISTANCE -I- 1.3 +21" +28" io SIM COMMUNITY MOSAIC 105 5'-0" A2 4' - 01/4" 11 314" L A A5 A11-10 1 ri Iii i S -R -flnn 0 (106A /i 15- 01 /2" L_ MEETING ROOM 106 7 (106C I CONCEALED BRACED FRAME, SEE STRUCTURAL SELF - CHECK 101 1A2 A1�- 0 LINE OF SOFFIT ABOVE I "mu' 11 ELECTRICAL CHASE 0 rn / ALIGN 28'-2" 1-7H 1 17G 1'-8" 7r A3 C5 2'-2" STUDY 110 Al G-10 TEEN LOUNGE 108 AL LEVEL 01 EL. +296-8" LINE OF CEILING ABOVE COLLECTION T09 RECESSED TRACK FOR SLIDING DOOR AT FLOOR 7'-4" 8D D4 8K FEC KITCHENETTE ALCO E 106B 7'-0" STORAGE 106C ih 0 STUDY 107 0 0 STEEL CHANNEL HEADER TO EXPOSED BRACED FRAME, SUPPORT SLIDING DOOR SEE STRUCTURAL TRACK ABOVE .....I '1 M1..._I A2 A11-22 ti 00 3D N ALIGN rn c 0 b. rn \ 1 A3 A10-10 A5 CHILDREN'S 112 CONCEALED BRACED FRAME, SEE STRUCTURAL LINE OF SOFFIT ABOVE LIGHT FIXTURES FLUSH WITH FINISH FLOOR - SEE ELECTRICAL FOR TYPE AND SLAB PLAN FOR LOCATION, TYP. CURVED MONOLITHIC FREESTANDING GLASS WALL SYSTEM CYBER BAR 108 BUILT-IN CYBER BAR, TYP 1'-7" 2'-0" eL 5'-0" c_ 5'-0" 5'-0" 5'-0" eL W6 l-- — 5'-0" 95/8"3'-23/8" 5'-0" 3'-23/8"95/8" 5'-0" 5'-0" eL 5'-0" 5'-0" 5'-0" / 130'-2" 10'-0" 5' - 0" 0" 5' - 0" 5'-0" / c_ 5'-0" / 5'-0" 5'-0" / 5'-0" 5'-0" 5'-0" 7'-0" D5 A11-01 r` zgr EY.) v o\ A11-10 -A3 1-23 rrn r-- 41' - 2 ' "?" 41'-2'C"?" / C FLOOR PLAN - LEVEL 01 3/16" = 1'-0" 5 4 3 2 13-.1I lot 1 00 RECEIVED CITY OF TUKWILA OCT 1 4 2014 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date \**4,,,11,;3 REGISTERED ARCHITECT D 1' KAY KORNOVICH STATE OF WASHINGTON Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title FLOOR PLAN - LEVEL 01 Sheet A04-01 Copyright © 2012 Perkins+Will D C B A 5 MEMBRANE ROOF (R-3) BELOW, - SLOPE AT 1/4" PER FOOT MIN. D4 r I 4 3 2 39'-2" A3 A11-10 29'-8" 15'-4" A5 A11-10 14'-61/2" SLOPE TO DRAIN SLOPE TO DRAIN SLOPE TO DRAIN_ —SLOPE TO DRAIN 1'-1" EN \ 1'-7" 2'-0"t 5'-0" 't- 5'-0" o 5'-5" 5'-5" 5' 5'-3" 5'-3" 5'-5" c- 5'-5" / w 0 CO 5'-5" q- 5'-0" 5'-0" -- 5'-0" q- 5'-0" 5'-0" w CL 0 Go 5'-0" - 5'-0" - 5'-0" 5' - 0" q- 5' - 0" 5' - 0" w 0 5'-0" - 5'-0" 5'-0" c_ \ SLOPE A11-10 1 5 II OPEN TO BELOW i LOUVER, TYP. 8K BELOW MECHANICAL 201 8K HINGED GATE AT GUARDRAI L 24'-41/2" • N in w 'EQ EQ w CO 17, LI (8D) ROOF HATCH ABOVE ROOF ACCESS LADDER (201) ELECTRICAL 202 G r-, N 2B CENTERLINE 0 MOUNTED ON T 1 NDIRECT FIXTURES ♦1. OF PLYWOOD LID i GRILLE PENETRATION ACCESS PANEL GRILLE PENETRATION, �—, SEE MECHANICAL 1 ACCESS PANEL A _—________---� PAINTED PLYWOOD LID, P-2 GRILLE PENETRATION, SEE MECHANICAL ACCESS PANEL MOUNT HOIST ANCHOR TO UNDERSIDE OF CROSS LAMINATED TIMBER STEEL SHIPS LADDER GUARDRAIL 10" b FACE OF WALL BELOW A3 A10-55 4\ 1 MEMBRANE ROOF (R-3) BELOW, SLOPE AT 1/4" PER FOOT MIN. MEMBRANE GUTTER, SLOPE TO DRAIN AT 1/8" PER FOOT MIN. 1 LINE OF UPPE I N I ' a) SLOPE ROOF ABOVE, TYP. c v \�I \ I w 1111IPA" SOFFIT WITH CONCEALED DUCTWORK WALL MOUNTED INDIRECT LINEAR LIGHT FIXTURE, TYP 1' - 2"` - EQ EQ TYP. TYP. PAINTED MDF LID, P-4 (A) \ (9'I \� FLOOR PLAN - LEVEL 02 / LOWER ROOF PLAN SINGLE SHEET FORMED METAL PANEL SILL BELOW, EP -3 PAINT EXPOSED SURFACE OF GALVANIZED DOWNSPOUT, TO MATCH EP -4, TYP. OF (4) 3/16" =11-0" 4 3 1 2 1 1.1 RECEIVED CITY OF TUKWILA OCT 1 4" 2014 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title FLOOR PLAN - LEVEL 02 / LOWER ROOF PLAN Sheet A04-02 Copyright © 2012 Perkins+Will 10/14/2014 12:18:24 PM c:\temp\161028 Tukwila_herzerh.rvt c_ 8'-6" 4- 8'-6" NO ACCESS PANELS, EXCEPT WHERE EXPLICITLY INDICATED WITHIN THIS DASHED LINE z 4 I I LU LU III 1111 L L 1 L 1 1J 11_1.1_11111 I I I I LJ I I LJ I I L I I LJJ I I LJ I l l 1_111111111111 GYP BD 12'-41/2 -• •r 1100 1 FLUSH MOUNTED HORN AND STROBE LIGHT. - OPEN TO STRUCTURE STAFF 117 z FAN COL UNIT PER J MECHANICAL 0 alL GYP BD 12'-41/2" GWB HEADER AT 7'-10" CONTINUOUS SLI DI G DOOR TRACK 0 STAFF WAP, TYP. 0 =FICE 118 116 GWB HEADER AT 7-10" SPEAKER • • 0.T.S, SPEAKER, TYP L NOTES: 1. NOT ALL LIGHT FIXTURES ARE SHOWN. FIXTURES ARE SHOWN TO DEMONSTRATE RELATIONSHIPS AND TO IDENTIFY CRITICAL DIMENSIONS. DIMENSIONS NOT EXPLICITLY IDENTIFIED ARE GENERALLY CENTERED IN CEILING GRID, CEILING TILE, STRUCTURAL BAY, OR SIMILAR. SEE ELECTRICAL LIGHTING PLAN AND LIGHTING SCHEDULE FOR MORE INFORMATION. 2. HVAC DIFFUSERS ARE SHOWN FOR DIMENSIONAL CONTROL ONLY - SEE MECHANICAL FOR MORE INFORMATION. 3. ACOUSTIC CEILING TILE GRID TO BE CENTERED IN ROOM OR ALIGNED WITH PARTITIONS, WHERE POSSIBLE OR UNO. 4. NO EXPOSED CONDUIT OF ANY KIND AT WOOD OR CROSS LAMINATED TIMBER CEILINGS. LOCATE ABOVE DECK WITHIN INSULATION. UNDE- ABINET LIGHT FIXTURE fry. GYP BD' ••,� 8'-0" GYP BD •• :STAFF: 1.14 •.aw, ANITO 113A O.T.S. - • • w• WOMEN 6•s . GYP BD . - .A1t0-55' 71/2" ,GYP BD • 8' - 71/2". - • .I EQ • LLI I,M1 1 •BRACING FOR TOILET PARTITIONS (ABOVE CEILING) , • I' • EQ -EQ I . SELF - CHECK 101 FAN COIL UNIT PER MECHANICAL Am GYP BD 8' - 0" '1 CENTER LIGHT FIXTURE ON LAVATORY CHILDREN'S 112 -ACCESS PANELS!, GYP BD 8'-0" REFLECTED CEILING PLAN - LEVEL 01 1 3/16" =11-0" 5 ASSISTANCE 103 STUDY 110 Ash GYP BD 13'-41/2" OPEN TO STRUCTURE TEEN LOUNGE •108 COLLECTION 109 CYBER BAR 108 STEEL HEADER TO SUPPORT SLIDING DOOR SPRINKLER, TYP. 1 1 1 ----air C'NCEALED OVERHEAD P' • JECTOR SCREEN AP 4 3 2 RECEIVED CITY OF TUKWILA OCT 142014 PERMIT CENTER bt43-1 (49 1 D c B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date 8153 REGISTERED ARCitITEECT KAY KORNOVICN STATE OF WASHINGTON Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE 111 MAit 11NM or- = - 12'-8" II 11:» A EQ �, . mil ` i I i b ire �� '1111 -�r SPEAKERS _ D _ !IIHIHUi!NIiIIIIIIIiU Alr���n�� 1 1 • CENTER I BETWEEN LIGHT WDC -1 iill ��'� l r FIXTURES, TYP UNO 1 M : 12'-41/2" B2, JOINT BETWEEN WOOD illi 1 1 1 s 5 % CEILING PANELS, 3/4' TYP. EQ EQ IIII 1 ' J\ O.T.S. 1 i1 I I illi 1 Gd - ■1 TI KV II 1■In 11 X11111 ■■ ■ ■ ^t 7 ■ 111 HOE I �, i t 111 11 111 "'ll�'. ' ''�� 7 '�� I 7 �" +17 2 1 I 06' _ � ilii oil ilii I. ----- moan or or — ills •• :y — Q — — — — 0-- B4 — I I — — — 63 III Ioil lil 10 11111111 p , 7 • 6 1 _ a 111 I II , A1) -F5 raj 10-5r• TYP ilii BEMIIIIIII I �'� (�� [-[ 11111111111101111111 ilti\ 'ii Iii RgoM pm 11 1 EQ EQ A W��'� COfJMUVITY VIC. LAIC I ilii , i� w �' 0, WDC-1 II WOOD CE LING CONTINUOUS [LL 1II WDC 1 = II I C� ABOVE STEEL CHANNEL I 12,� .,. TlI L _ipi '� �. II • fry. GYP BD' ••,� 8'-0" GYP BD •• :STAFF: 1.14 •.aw, ANITO 113A O.T.S. - • • w• WOMEN 6•s . GYP BD . - .A1t0-55' 71/2" ,GYP BD • 8' - 71/2". - • .I EQ • LLI I,M1 1 •BRACING FOR TOILET PARTITIONS (ABOVE CEILING) , • I' • EQ -EQ I . SELF - CHECK 101 FAN COIL UNIT PER MECHANICAL Am GYP BD 8' - 0" '1 CENTER LIGHT FIXTURE ON LAVATORY CHILDREN'S 112 -ACCESS PANELS!, GYP BD 8'-0" REFLECTED CEILING PLAN - LEVEL 01 1 3/16" =11-0" 5 ASSISTANCE 103 STUDY 110 Ash GYP BD 13'-41/2" OPEN TO STRUCTURE TEEN LOUNGE •108 COLLECTION 109 CYBER BAR 108 STEEL HEADER TO SUPPORT SLIDING DOOR SPRINKLER, TYP. 1 1 1 ----air C'NCEALED OVERHEAD P' • JECTOR SCREEN AP 4 3 2 RECEIVED CITY OF TUKWILA OCT 142014 PERMIT CENTER bt43-1 (49 1 D c B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date 8153 REGISTERED ARCitITEECT KAY KORNOVICN STATE OF WASHINGTON Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title REFLECTED CEILING PLAN - LEVEL 01 Sheet A05-01 Copyright © 2012 Perkins+Will '6/20/2013 11:04:07 PM D C B A 5 GLU-LAMINATED BEAM, SEE STRUCTURAL 5 STEEL BEAM, SEE STRUCTURAL 4 3 2 1 NOTES: 1. NOT ALL LIGHT FIXTURES ARE SHOWN. FIXTURES ARE SHOWN TO DEMONSTRATE RELATIONSHIPS AND TO IDENTIFY CRITICAL DIMENSIONS. DIMENSIONS NOT EXPLICITLY IDENTIFIED ARE GENERALLY CENTERED IN CEILING GRID, CEILING TILE, STRUCTURAL BAY, OR SIMILAR. SEE ELECTRICAL LIGHTING PLAN AND LIGHTING SCHEDULE FOR MORE INFORMATION. 2. HVAC DIFFUSERS ARE SHOWN FOR DIMENSIONAL CONTROL ONLY - SEE MECHANICAL FOR MORE INFORMATION. 3. ACOUSTIC CEILING TILE GRID TO BE CENTERED IN ROOM OR ALIGHNED WITH PARTITIONS, WHERE POSSIBLE OR UNO. 3'-5" 1'-7" 127' - 0" 1'-7" 3'-5" CROSS -LAMINATED TIMBER DECK, WD -1, SEE STRUCTURAL EA) CROSS -LAMINATED TIMBER DECK, WD -1, SEE STRUCTURAL_...__ _ROOF ACCESS____ LADDER AND HATCH O 1'-2" BELOW DECKING (.1) REFLECTED CEILING PLAN - UPPER LEVEL 0 4 3 2 1 D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA NO Date JUN 2 1 2013 PERMIT CENTER ISSUE —I DATE Sheet Information 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title REFLECTED CEILING PLAN - LEVEL 02 Sheet A05-02 Copyright © 2012 Perkins+Will '6/20/201311:04:23 PM D C B A 5 12'-0" 15'-0" 4 13'-0" 15'-0" 3 15'-0" 15'-0" 15' - 0" 2 (8) 15' - 0" 12'-0" 137'-0" 1 MEMBRANE ROOF (R-3) BELOW, SLOPE AT 1/4" PER FOOT MIN. MEMBRANE GUTTER, SLOPE TO DOWNSPOUTS AT 1/8" PER FOOT MIN. E TO DRAIN i SLOPE TO DRAIN LINE OF ROOF BELOW R-1 TO R-2 ROOF TRANSITION CORRESPONDS TO LINE OF BUILDING ENCLOSURE BELOW VEGETATED ROOF (R-1), TYP. 11111111111�1�1�1�1 II CRICKET EAST SIDE OFI 1 1 1 1 1 SKYLIGHT, TYP.11 1 1 1 I l I l I l I I 1 1 I I 111111111 111111111111111 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I, I 1, 1 I I OPERABLE 36" x 120" SKYLIGHT ON I 'RAISED CURB, TYP. 0F (4) 11 11 111111111111111111 II 1111111111111111111 1 111 11 I 11111�111III�I1111� II I.I. I.I,I.I.I.II.I1I.1 I VEGETATED ROOF (R-1), TYP. MEMBRANE ROOF (R-2) MEMBRANE GUTTER TOP OF ZINC WALL PANEL 5 M / 7 ROOF PLAN 3/16" =1'-0" METAL PANEL ROOF BELOW (R-4), EP -5 4 3 2 b(-4.).110 1 D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date KAY KORNOVICH STATE OF WASHINGTON Revisions R CITY OFECEIVED TUKWILA JUN 2 1 2013 PERMIT CENTER NOI ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ROOF PLAN Sheet A06-01 Copyright 0 2012 Perkins+Will c:\temp\161028 Tukwila_herzerh.rvt D C B A 5 5 1 4 3 2 NOTES: 1 1. FURNITURE PLAN IS PROVIDED FOR REFERENCE ONLY - L J r L J L IL J T MEM fI T - �1 BREAK 116 401 toi STAFF TOILET 1 • • • • rr ANITOR 113A r-1 LIJ STAFF 117 STAFF OFFICE 118 WOMEN 115 U MEN 113 I I I (rm. B VI 0-0 In I I I I I 1 11 ii CHILDREN' 112 • 1 LOBBY 100 Ids READING PLATFORM 104 ASSISTANCE SELF - CHECK 101 CHILDREN'S READING 111 103 mi_ i 1 1 ■ I 1 — ■ ■ i i FURNITURE PLAN - LEVEL 01 3/16" =1'-0" COMMUNITY MOSAIC 105 t i Iffiffi r MEETING ROOM 106 m Ll COLLECTION PRINT RELEA 109 -1 TEEN LOUNGE PRINT RELEASE CYBER BAR 108 i — _ 1 — KITCHENETTE ALCOVE STORAGE 106C STUDY 107 r ■ to Et) co 4 3 2 RECEIVED CITY OF TUKWILA OCT 1 4 .2014 PERMIT CENTER bw6.1“9 D C B PERKINS +WI LL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date REGISTERED ARCHITECT Revisions NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title A FURNITURE PLAN - LEVEL 01 FOR REFERENCE ONLY Sheet A08-1 0 Copyright © 2012 Perkins+Will 0 III fI T - �1 BREAK 116 401 toi STAFF TOILET 1 • • • • rr ANITOR 113A r-1 LIJ STAFF 117 STAFF OFFICE 118 WOMEN 115 U MEN 113 I I I (rm. B VI 0-0 In I I I I I 1 11 ii CHILDREN' 112 • 1 LOBBY 100 Ids READING PLATFORM 104 ASSISTANCE SELF - CHECK 101 CHILDREN'S READING 111 103 mi_ i 1 1 ■ I 1 — ■ ■ i i FURNITURE PLAN - LEVEL 01 3/16" =1'-0" COMMUNITY MOSAIC 105 t i Iffiffi r MEETING ROOM 106 m Ll COLLECTION PRINT RELEA 109 -1 TEEN LOUNGE PRINT RELEASE CYBER BAR 108 i — _ 1 — KITCHENETTE ALCOVE STORAGE 106C STUDY 107 r ■ to Et) co 4 3 2 RECEIVED CITY OF TUKWILA OCT 1 4 .2014 PERMIT CENTER bw6.1“9 D C B PERKINS +WI LL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date REGISTERED ARCHITECT Revisions NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title A FURNITURE PLAN - LEVEL 01 FOR REFERENCE ONLY Sheet A08-1 0 Copyright © 2012 Perkins+Will CV 6/20/2013 11:04:47 PM c:ltemp1161028 Tukwila_herzerh.rvt D c B A 5 00-8 MICROWAVE, OFOI REFRIGERATOR, OFOI — n r 4 >< PL -1, TYP P-1, TYP PL -2, TYP PL -1, TYP LEVEL 01 297' - 0" ELEVATION - STAFF BREAK 114, LOOKING EAST 3/8" = 1'-0" 5 / CV / / i 1 PL -1, TYP. P-6 PL -1, TYP. N •LEVEL 01 % 29T-0" ELEVA ION - STAFF 117, LOOKING SOUTH=1'-0" 2'-0" 2'-0" 2'-0" 0�- 3 V 2'-0" 2'-0" n /\ X n X / / >< >< i PL -1, TYP. P-6, TYP. PL -2, TYP. PL -1, TYP. 3'-0' 3'-0" j, 3'-0" 4 \ A-te. ELEVATION - STAFF 117, LOOKING WEST LEVEL 01 297'-0" PT -1, TYP. PTB -1, TYP. EQ. EQ. @ WOMEN AND UNISEX A5 NOTE: SEE A00-12 FOR TYPICAL ACCESSORIES, MOUNTING HEIGHTS, AND LOCATIONS i ELEVATION - STAFF TOILET - LOOKING SOUTH PORCELAIN TILE, PT -1 / EQ EQ PORCELAIN TILE BASE, PTB -1 TILE START POINT LIGHT FIXTURE, SEE ELECTRICAL 8 NOTE: SEE A00-12 FOR TYPICAL ACCESSORIES, MOUNTING HEIGHTS, AND LOCATIONS LEVEL 01 297' - 0" ELEVATION - STAFF TOILET, LOOKING WEST REQUIRED TURNING RADIUS (60" DIAMETER) CLEAR FLOOR SPACE AT TOILET (56 x 60) SEMI -RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE CLEAR FLOOR SPACE — AT LAVATORY (30" x 48") LAV MOUNTED SOAP — DISPENSER / 0 00 STAFF' \ \ TQILET =C3'+ 1 1 1/ 1 / J , 114 mm RECESSED SANITARY NAPKIN DISPOSAL STEEL BRACED FRAME, SEE STRUCTURAL ENLARGED PLAN - STAFF TOILET 111 RECESSED SANITARY NAPKIN DISPOSAL TILE START POINT A5 @ WOMEN AND UNISEX PT -2, TO EXTEND TO CEILING COVE HEIGHT PT -2, TYP. NOTE: SEE A00-12 FOR TYPICAL ACCESSORIES, MOUNTING HEIGHTS, AND LOCATIONS LEVEL 01 297' - 0" INTERIOR ELEVATION - WOMEN 115, NORTH / MEN 113, SOUTH 3/8" =1'0" P-1, TYP. PTB -1, TYP. CAP END OF WALL WITH FULL HEIGHT POWDER - COATED ALUMINUM BAR, P-1 LIGHT FIXTURE 3- 01/2" TILE START POINT --- ` CO . ---- --- / �/ / / / / ,/ , 111:10 , : \ PT -2 TO EXTEND ABOVE TO CEILING COVE HEIGHT PT -2, TYPICAL NOTE: SEE A00-12 FOR TYPICAL ACCESSORIES, MOUNTING HEIGHTS, AND LOCATI ONS INTERIOR ELEVATION - WOMEN 115, WEST / MEN 113, EAST 3/8" =1'-0" RECESSED DIAPER CHANGING STATION CONCEALED BRACED FRAME, SEE STRUCTURAL 0 / - 60" MIN.- - 0 CV -71 B2 11-4 1 \ Z 60" MIN. •'`� 1 / / EQ EQ B2 >✓ -- / / L AUTOMATED PAPER - ' TOWEL DISPENSER FULLY RECESSED WASTE RECEPTACLE 1 2'-6" io 0 2'-6" EQ / r EQ 4'-0" 14" WOMEN 115 L - - - - J SIM. - FULLY RECESSED WASTE RECEPTACLE AUTOMATED PAPER TOWEL DISPENSER RECESSED DIAPER CHANGING STATION r - - MEN 113 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION REQUIRED CLEAR FLOOR SPACE, TYPICAL ACCESSIBLE DRINKING FOUNTAIN 4" An) ENLARGED RESTROOM PLAN - WOMEN 115 & MEN 113 3/8" =1'-0" D c B A PERKI N 5 +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT V1KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ENLARGED PLANS & INTERIOR ELEVATIONS Sheet A10-10 Copyright() 2012 Perkins+Will 6/20/2Q13 11:05:02 PM c:\temp\161028 Tukwila herzerh.rvt ilk INTERIOR ELEVATION - MEETING ROOM 104, LOOKING SOUTH 3/8” =1'-0" EQ EQ EQ EQ EQ CUSTOM PERFORATED ACOUSTIC WOOD PANELING AND DOORS, WD -5 CUSTOM PERFORATED WOOD DOORS, WD -5 LEVEL 01 297'-0 J- - - - -L - L _ - - - - _ - _ - -L _. X X X X c 7 -,. "C 7 /- / • \ / • \ / N / • \ / 14'-3" X 10 EQUAL INTERIOR ELEVATION - ASSISTANCE 101, LOOKING EAST 3/8" =1'-0" WOOD FASCIA TO MATCH WDC -1 ACCENT GLASS, GL -5 CUSTOM CASEWORK, WD -3 LEVEL 01 297' - 0" 411 / \ \ / \ / / / / \ / / X / X u X / \ /\ n 11 / X n n X/ - - G CV Co CV INTERIOR ELEVATION - MEETING ROOM 104, LOOKING EAST 4 r co INTERIOR ELEVATION - CHILDREN 110, LOOKING EAST 3/8" =1'-0" C4 EQ. 3'-9" 3'-9" 3'-9" EQ. ALUMINUM GLAZING CHANNEL TO UNDERSIDE OF CEILING ACCENT GLAZING, GL -15 INTERIOR ELEVATION - PLATFORM, LOOKING NORTH LEVEL 01 297' - 0" CUSTOM PERFORATED WOOD PANELING, WD -5 HARDWOOD FLOORING (WD -3), ON HORIZONTAL AND VERTICAL FACES OF PLATFORM, TYP. "Ix,LEVEL 01 297' - 0" 3/8" =1'-0" I SILL (rD CLERESTORY Agik 312-8" PAINTED GWB, P-6 LEVEL 02 307' - 6" PAINTED GWB, P-1 ACOUSTIC WALL PANEL, AP -2 LIBRARY SHELVING, NIC PAINTED GWB, P-6 ALUMINUM CORNER PROTECTION, P-1 0 0 0 0 LEVEL 01 297' - 0" INTERIOR ELEVATION - STAFF WORK 117, LOOKING WEST V 3/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION PAINTED GWB, P-1 PAINTED MDF BASE, 13-1 PAINTED MDF BASE, P-1 i LEVEL 01 Ai 297' - 0" ACCENT GLASS, GL -14 3'-2" 3'-2" 3'-3" 2'-8" 2'-8" 2'-8" PAINTED GWB, P-1 2'-8" 2'-8" SILL @ CLERESTORY 312-8" / / ELEVATION - COLLECTION 106, LOOKING NORTH RETAIL DISPLAY SYSTEM PAINTED WOOD DOOR, P-7 LEVEL 02 307' - 6" LEVEL 01 oiL 297' - 0" D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT VICH KAY KORNOWASHINGTON STATE OF Revisions . ' RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NOISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title INTERIOR ELEVATIONS Sheet A10-11 Copyright © 2012 Perkins+Will \ / / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / r / / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / „ / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / ilk INTERIOR ELEVATION - MEETING ROOM 104, LOOKING SOUTH 3/8” =1'-0" EQ EQ EQ EQ EQ CUSTOM PERFORATED ACOUSTIC WOOD PANELING AND DOORS, WD -5 CUSTOM PERFORATED WOOD DOORS, WD -5 LEVEL 01 297'-0 J- - - - -L - L _ - - - - _ - _ - -L _. X X X X c 7 -,. "C 7 /- / • \ / • \ / N / • \ / 14'-3" X 10 EQUAL INTERIOR ELEVATION - ASSISTANCE 101, LOOKING EAST 3/8" =1'-0" WOOD FASCIA TO MATCH WDC -1 ACCENT GLASS, GL -5 CUSTOM CASEWORK, WD -3 LEVEL 01 297' - 0" 411 / \ \ / \ / / / / \ / / X / X u X / \ /\ n 11 / X n n X/ - - G CV Co CV INTERIOR ELEVATION - MEETING ROOM 104, LOOKING EAST 4 r co INTERIOR ELEVATION - CHILDREN 110, LOOKING EAST 3/8" =1'-0" C4 EQ. 3'-9" 3'-9" 3'-9" EQ. ALUMINUM GLAZING CHANNEL TO UNDERSIDE OF CEILING ACCENT GLAZING, GL -15 INTERIOR ELEVATION - PLATFORM, LOOKING NORTH LEVEL 01 297' - 0" CUSTOM PERFORATED WOOD PANELING, WD -5 HARDWOOD FLOORING (WD -3), ON HORIZONTAL AND VERTICAL FACES OF PLATFORM, TYP. "Ix,LEVEL 01 297' - 0" 3/8" =1'-0" I SILL (rD CLERESTORY Agik 312-8" PAINTED GWB, P-6 LEVEL 02 307' - 6" PAINTED GWB, P-1 ACOUSTIC WALL PANEL, AP -2 LIBRARY SHELVING, NIC PAINTED GWB, P-6 ALUMINUM CORNER PROTECTION, P-1 0 0 0 0 LEVEL 01 297' - 0" INTERIOR ELEVATION - STAFF WORK 117, LOOKING WEST V 3/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION PAINTED GWB, P-1 PAINTED MDF BASE, 13-1 PAINTED MDF BASE, P-1 i LEVEL 01 Ai 297' - 0" ACCENT GLASS, GL -14 3'-2" 3'-2" 3'-3" 2'-8" 2'-8" 2'-8" PAINTED GWB, P-1 2'-8" 2'-8" SILL @ CLERESTORY 312-8" / / ELEVATION - COLLECTION 106, LOOKING NORTH RETAIL DISPLAY SYSTEM PAINTED WOOD DOOR, P-7 LEVEL 02 307' - 6" LEVEL 01 oiL 297' - 0" D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT VICH KAY KORNOWASHINGTON STATE OF Revisions . ' RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NOISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title INTERIOR ELEVATIONS Sheet A10-11 Copyright © 2012 Perkins+Will 6/20/20.13 11:05:12 PM c:ltemp1161028 Tukwila_herzerh.rvt 5 4 .4� < ;4 . 4 44 _a • STRUCTURAL CONCRETE SLAB IF FIREPROOFING IS REQUIRED FOR FLOOR ASSEMBLY RATING, REMOVE & PATCH FIREPROOFING AS REQUIRED TO INSTALL HANGERS 2" x 4" x 2" WITH x 12 GA. STEEL STRAP - ANCHOR TO DECK WITH/ 5/16" DIA x 1- 3/4" EXPANSION ANCHOR BRACING WIRE - TIE TO STRAP WITH/ 4 TIGHT TURNS WITHIN 1-1/2" �jWIRE HANGER @ CONC DECK PARTITION TYPE AS SCHEDULED FASTEN ANGLE TRIM TO WAI I WITH CLIP ANGLE ATTACH CLIP ANGLE TO ANGLE TRIM WITH #10 X 1-1/2" SHEET METAL SCREWS 3/4" CONTINUOUS PERIMETER MOLDING ABOVE CEILING 13 GA x 3/4" WITH STEEL CEILING CLIP - ANCHOR TO DECK W/ PDF HANGER WIRE - TIE TO CLIP WITH/ 3 TIGHT TURNS WITHIN 1-1/2" MAIN RUNNER OR CROSS TEE CEILING TILE OR PANEL; SEE RCP FOR CEILING TYPE ACT - ATTACHED END PERIMETER 1 3" =1'-0" 5 1 4 1 1/' 3" =1'-0" 3 B. SECTION DETAIL A. PLAN DETAIL COMPRESSION STRUT 16 GA ONE-PIECE FLANGE -ANCHOR TO DECK WITH/ 3/16" DIA SELF - DRILLING, SELF -TAPPING SCREWS; MIN 1-3/4" EMBEDMENT COMPRESSION STRUT- EMT CONDUIT FIXED TO FLANGE WITH/ 114" BOLT & NUT 16 GA ONE-PIECE FLANGE - ANCHOR TO DECK WITH/ (3) #8 SELF -DRILLING, SELF -TAPPING SCREWS COMPRESSION STRUT- EMT CONDUIT FIXED TO FLANGE WITH/ 1/4" BOLT & NUT NOT TO SCALE COMPRESSION STRUT: EMT CONDUIT FIXED TO STEEL PLATE WITH 1/4" BOLT & LOCK WASHER HANGER WIRE WITH 3 TIGHT TURNS WITHIN 1-1/2" , MIN. BRACING WIRES, TIE TO RUNNERS WITH 4 11GHT TURNS WITHIN 1-1/2", MIN. 1/2" x 4" x 12 GA. STEEL PLATE: ANCHOR TO RUNNER WITH 1/4" BOLT ALTERNATE ATTACHMENT TO RUNNER IN LIEU OF WIRING THRU HOLES: ATTACH WITH (2) #12 SELF - DRILLING SELF -TAPPING SCREWS SUSPENDED CEIUNG SYSTEM COMPRESSION STRUT AT RUNNER 3 NOTE: PROVIDE 6" MIN CLEAR BETWEEN WIRES & UN -BRACED DUCTS, PIPES, CONDUITS, ETC 2 HANGER WIRE, PER DETAIL 21A-610 BRACING WIRES AT 90 DEGREES, PER DETAIL 2/A-610 8 LATERAL FORCE DIAGRAM COMPRESSION STRUT, SEE DETAIL 121A-610 MAIN RUNNER CROSS RUNNER 3" =1'-0" 7 PARTITION TYPE AS SCHEDULED CONTINUOUS PERIMETER MOLDING ABOVE CEILING TYP. HANGER VVI RE METAL STRUT OR ANGLE SPACER BAR WITH/ 6d RINGSHANK NAIL CEILING ACT - FREE END PERIMETER MAIN RUNNER OR CROSS TEE TILE OR PANEL; SEE RCP FOR CEILING TYPE 3"=1'-0" 2 bk3 TYP. 1 12 \ TYP. A1� SUSPENDED CEILING DETAIL KEY TYP. TYP. TYP. 3" =1'-0" 12' - 0" MAX BETWEEN BRACING J 0 0 ZD CD U CROSS CHANNELS @ 2'-0" O.C. CROSS CHANNELS @ 2'-0" O.C., WHERE OCCURS MAIN RUNNERS @ 4'-0" 8" MAX O.C. ft UNATTACHED SIDE co 1 1 ATTACHED SIDE TYP. 2 w w A10-55 LIGHT FIXTURE, WHERE OCCURS ATTACHED SIDE 12 GA HANGER WIRES @ 4'-0" & 8" FROM UNFIXED PERIMETER (SEE NOTES) INDICATES DIAGONAL BRACING WIRES & COMPRESSION STRUT @ 12'- 0" x 12'-0" CENTERS @ 6'-0" MAX FROM PERIMETER (SEE NOTES) 12' - 0" MAX BETWEEN bKAUINIi / / BRACING 6'-0" MAX FROM WALL / / BRACING 6'-0" MAX FROM WALL TYP SUSPENDED TILE CEILING \ 1, 1/4" =1'-0" 1 D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.cam Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE r DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title CEILING DETAILS Sheet A1 0-55 Copyright 0 2012 Perkins+Will ti IL / SUSPENDED CEILING DETAIL KEY TYP. TYP. TYP. 3" =1'-0" 12' - 0" MAX BETWEEN BRACING J 0 0 ZD CD U CROSS CHANNELS @ 2'-0" O.C. CROSS CHANNELS @ 2'-0" O.C., WHERE OCCURS MAIN RUNNERS @ 4'-0" 8" MAX O.C. ft UNATTACHED SIDE co 1 1 ATTACHED SIDE TYP. 2 w w A10-55 LIGHT FIXTURE, WHERE OCCURS ATTACHED SIDE 12 GA HANGER WIRES @ 4'-0" & 8" FROM UNFIXED PERIMETER (SEE NOTES) INDICATES DIAGONAL BRACING WIRES & COMPRESSION STRUT @ 12'- 0" x 12'-0" CENTERS @ 6'-0" MAX FROM PERIMETER (SEE NOTES) 12' - 0" MAX BETWEEN bKAUINIi / / BRACING 6'-0" MAX FROM WALL / / BRACING 6'-0" MAX FROM WALL TYP SUSPENDED TILE CEILING \ 1, 1/4" =1'-0" 1 D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.cam Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE r DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title CEILING DETAILS Sheet A1 0-55 Copyright 0 2012 Perkins+Will TEMPERED GLASS WHERE INDICATED WITH (T ) SEE ENLARGED ELEVATIONS FOR ADDITIONAL INFORMATION ZINC FASCIA, ZN-1 METAL FLASHING, EP -1 T.O. ROOF - EAST 320' - 31/2" 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 PERFORATED ALUMINUM PLATE HORIZONTAL SUNSHADE, EP -1, TYP. (SHOWN DASHED FOR CLARITY) TERRA COTTA RAINSCREEN CLADDING SYSTEM, TC -1 STRUCTURAL BRACED FRAME BEYOND GLASS, SEE STRUCTURAL WALL HYDRANT STRUCT. SEALED GLAZING SYSTEM, TYP. MOTORIZED AWNING WINDOW, TYP. OF (4) ARCHITECTURAL WATERPROOF CONCRETE, TYP. REMOVABLE LOUVER FOR FUTURE MECH. EQUIPMENT REPLACEMENT STRUCT. SEALED GLAZING CVCTGM METAL FLASHING, EP -1 METAL EDGE AT T.O. WALL, EP -2 SILL CLERESTORY 312'-4" TERRA COTTA IN RAINSCREEN CLADDING SYSTEM, TC -1 ZINC ROOF FASCIA, ZN-1 STRUCT. SEALED GLAZING SYSTEM_ CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE STRUCT. SEALED GLAZING SYSTEM ALUMINUM DOOR WITH TRANSLUSCENT GLASS LIGHT, GL -3 SPANDREL GLASS WITH GWB WALL BEHIND ELECTRICAL SERVICE METER, SEE ELECTRICAL WALL HYDRANT FIRE DEPARTMENT CONNECTION, SEE CIVIL AND PLUMBING SKYIGHT ON RAISED CURB ZINC WALL PANELS, ZN-1 T.O. ROOF - WEST 314'-0" PERFORATED ZINC WALL PANEL, ZN-2 (IN FRONT OF GLAZING) KAY KORNOVICH STATE OF WASHINGTON LEVEL 01 AL 296'-8" CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE ZINC ROOF FASCIA, ZN-1 METAL PANEL, EP -1 A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE L1 UNO�. (T) // '�, CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE STRUCT. SEALED GLAZING SYSTEM ALUMINUM DOOR WITH TRANSLUSCENT GLASS LIGHT, GL -3 SPANDREL GLASS WITH GWB WALL BEHIND ELECTRICAL SERVICE METER, SEE ELECTRICAL WALL HYDRANT FIRE DEPARTMENT CONNECTION, SEE CIVIL AND PLUMBING SKYIGHT ON RAISED CURB ZINC WALL PANELS, ZN-1 T.O. ROOF - WEST 314'-0" PERFORATED ZINC WALL PANEL, ZN-2 (IN FRONT OF GLAZING) KAY KORNOVICH STATE OF WASHINGTON LEVEL 01 AL 296'-8" CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE ZINC ROOF FASCIA, ZN-1 METAL PANEL, EP -1 A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE SILL @ CLERESTORY 312'-4" EXPOSED WOOD DECKING AT UNDERSIDE OF ROOF, WD -1 METAL FLASHING, EP -1 LEVEL02 METAL EDGE AT T.O.WALL, EP -2, TYP. RECEIVED CITY OF TUKWILA OCT 1 4 2014 PERMIT CENTER 6/20/2013 11:05:46 PM c:ltemp1161028 Tukwila herzerh.rvt D B A I� T.O. ROOF - EAST 320' - 71 /2" co, N. Cg' SILL " CLERESTOR\ 312'-8" 0 L) _O LEVEL 01 297' - 0" w -I) STAFF 117 - 111 F1 A11-10 A11-10 A11-10 11111 1111 11111111111111111111111 II111II111 04. LONGITUDINAL BUILDING SECTION LOOKING EAST MECHANICAL f 201 • • • ELECTRICAL 202 • • • TRANSVERSE BUILDING SECTION LOOKING SOUTH 1/8" =1'-0" CAD T.O. ROOF - EAS 320' - 71 /2" \D) • • • CHILDREN'S 112 1'-4" Eo T.O. RO- T 320OF' 71EAS/2" SILL @ CLERESTORY 312 - 8" T.O. ROOF - WEST T.O. ROOF - WEST 314'-4" 314'-4" LEVEL 02 307' - 6" \� SILL na. CLERESTORY 312'-8" OUTDOOR TERRACE LEVEL 01 297' - 0" �.-. , . . , ..... d TRANSVERSE BUILDING SECTION LOOKING SOUTH 1/8" =1'-0" 5 4 T.O. ROOF - WEST 314' - 4" TUKWILA INT SIDEWALK BLVD 3 LEVEL 02 307' - 6" LEVEL 01 297' - 0" — VESTIBULE j • • • J TRANSVERSE BUILDING SECTION LOOKING NORTH T.O. ROOF - EAST 320' - 71 /2" SILL @ CLERESTORY 312 - 8" LEVEL 02 307' - 6" LEVEL 01 297' - 0" SIDEWALK T.O. ROOF - WEST 314'-4" D C B PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswifl.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date T.O. ROOF - EAST 320' - 71 /2" SILL @ CLERESTORY 312-8" LEVEL 01 SI 297' - 0" TRANSVERSE BUILDING SECTION LOOKING NORTH 2 8153 REGISTERED ARCHITECT \ThKAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO1 ISSUE DATE Sheet Information Date 6/17/2013 Job Number Drawn Checked Approved 161028.000 BUILDING SECTIONS 11)(6•42t0 Copyright 0 2012 Perkins+Will 5 5 LIGHT FIXTURE Alb II ID Mb WALL SECTION AT STAFF WORK ) l ) 4 3 ENLARGED ELEVATION AT ENTRY ALUMINUM DOOR, FINISH TO MATCH CURTAINWALL, EP -1 ZINC FASCIA, ZN-1 PERKI N S +WILL T.O. ROOF - :AST 320' - 3D/2" EXPOSED WOOD DECKING, WD -1 ALUMINUM COMPOSITE PANEL, EP -1 METAL FLASHING, EP -2 METAL NOSING, EP -2 TERRA COTTA RAINSCREEN, TC -1 STAINLESS STEEL BOOK DROP, OFOI ILL IN -GRADE LED ACCENT LIGHT FIXTURE ENLARGED PLAN AT ENTRY 1/2" = 1'-0" 2 11 1 8 8444 888 PLAN DIMENSION 1'-6" 5' - 6 3/4" 1' - 81/4" 1' - 31/2" R.O. CLERES- ORY 31?' -4" RECEIVED CITY OF TWCWILA OCT 1 4 i014 PERMIT CENTER LEVIb(3-21 02 Ai 30.7' - 2" C LEVEL 01 -8" B A 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date VIKAY KORNOVICH STATE OF WASHINGTON Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS Sheet A 1 1 -2 0 Copyright© 2012 Perkins+Will 6/20/2013 11:06:12 PM c:\temp\161028 Tukwila_herzerh.rvt minima INIMMIIMIMINIMMMIHIPIIMIIIM -- MMM -- MMMMM IBM I II RI III= ICU NI 1' - 81/2" CV SEE RCP rn 1iTl I I ■M O■ t■■■■■■■■ ■■■■■i■i■ MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM ER FT. MIN. 0 ZINC FASCIA, ZN-1 EXPOSED CROSS LAMINATED TIMBER DECKING, WD -1 STRUCTURAL GLAZING SYSTEM GLU-LAM BEAM, WD -1 AESS STEEL COLUMN AND BEAM, PAINTED P-5 LED DUCT - SEE MECHANICAL WD -4 SQFFIT TO MATCH WDC -1 PAINTEII] GWB FASCIA AND SOFFIT, P-2 SUSPENDED WOOD ¶EILING, WDC -1 PAINTED PLYWOOD OVER METAL DECK, P-2 SPRINKLER MAIN - SEE FIRE PROTECTION DWG'S TERRA COTTA HEADER, SIM. TO W-1 WALL ASSEMBLY HSS, SEE STRUCTURAL TERRA COTTA SOFFIT BEYOND STRUCTURAL GLAZING SYSTEM, GL -1 R-1 R-2 MOM= Eno MEN= MINIMMNIMUMMINIMMINNIN PAM W-4 4,41rA ER FT. MIN. RECESSED SIDEWALL SPRINKLER HEAD WITH CUSTOM FINISHED ESCUTCHEON TO MATCH METAL PANEL METAL PANEL IN CURTAINWALL SYSTEM STRUCTURAL GLAZING SYSTEM GLU-LAM BEAM, WD -1 PAINTED AESS STEEL COLUMN AND BEAM, P-5 R-3 i _de 010 ZINC FASCIA, ZN-1 CROSS -LAMINATED TIMBER DECKING, WD -1 VERTICAL GLASS ACCENT / SHADING FIN - SEE EAST ELEVATION FOR EXTENT TERRACE PAVING WALL SECTION AT COMMUNITY MOSAIC, EAST 1/2" =1'-0" SILL (u, CLERESTORY 312'-8" 4 -'ER 11101101/MMI .1111 F1 )oUoUoUoUoUoUoUoUoUCDUCDUCD WALL SECTION -MEETING ROOM AT RAINSCREEN 1/2" =1'-0" 5 CLERESTORY GLAZING BLOCKING FOR GUTTER CEILING AS SCHEDULED CONCRETE FOOTING - SEE STRUCTURAL TERRACE PAVING LEVEL 01 46, 297' - 0" 4 F1 A5 A11-21 B3 A11-21 C2 A11-51 D1 MMMMM TUBE STEEL OUTRIGGER TERRA COTTA HEADER, SIM. TO W1 WALL ASSEMBLY TERRA COTTA SOFFIT STRUCTURAL GLAZING SYSTEM BEYOND NARROW STILE ALUMINUM AND GLASS DOOR IN STRUCTURAL GLAZING SYSTEM CONCRETE SLAB AND FOOTING, SEE STRUCTURAL TERRACE PAVING, PT -3 9 1 J WALL SECTION AT MEETING ROOM, EAST 1/2" =1'-0" C-13 INTERIOR 1/4" PER FT. SLOPE, MIN. SLOPE TO DRAIN SLOPE TO DRAIN ENLARGED PLAN AT CLERESTORY CLERESTORY GLAZING, GL -1 LINE OF UPPER ROOF ABOVE EDGE OF MEMBRANE GUTTER METAL COPING, EP -14 EDGE OF ROOF 3 A5 A11-51/ T.O. ROOF - EAST Aik 320' - 71/2" SILL @ CLERESTORY ogik 312'-8" • ENLARGED ELEVATION AT MEETING ROOM, EAST 1/2" =1'-0" MEETING ROOM CLOSET CONCEALED DOWNSPOUT B2 EXTERIOR TERRACE PAINTED AESS STEEL COLUMN, P-5 4 -PANEL SLIDING DOOR COMMUNITY MOSAIC 1 LEVEL 02 oilL 307' - 6" LEVEL 01 297' - 0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION A00-11.1 �D5 J UNE OF ROOF ABOVE b .1.1 ENLARGED PLAN AT NE CORNER OF MEETING ROOM 1/2" =1'-0" 2 (A) PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswilLcom Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT V1KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title A ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS Sheet A 1 1 -2 1 Copyright © 2012 Perkins+Will 6/20/2013 11:06:42 PM 5 1 4 1 3 1 5 1 4 R-2 U) w CID CV OMNI - EXPOSED CLT DECK, WD -1 STRUCTURAL GLAZING SYSTEM, GL -2 3" STEEL SUPPORT ANGLES ATTACHED TO GLAZING SYSTEM AT VERTICAL MULLIONS, EP -4, TYP. SILL © CLERESTORY 312 - 8" u -I MULLION N CO \ r- CV N FOLDED ALUMINUM PLATE HORIZONTAL SUNSHADE WITH CUSTOM PERFORATION PATTERN, EP -1, TYP. (w -'J BEYOND \ \ C.÷1 MULLION CV \ \ T.O. CONCRETE 0) ARCHITECTURAL WATERPROOF CONCRETE WALL SECTION, SOUTH FACADE AT GLASS 1/2" =1'-0" 1 3 LEVEL 01 297' - 0" • i • • MOTORIZED OPERABLE AWNING WINDOW EXPOSED CLT DECK, WD -1, TYP. STRUCTURAL GLAZING SYSTEM, GL -2, TYP. 62 A5 FOLDED ALUMINUM PLATE HORIZONTAL SUNSHADE WITH CUSTOM PERFORATION PATTERN, EP -1, TYP. SILL @ CLERESTORY 312-8" METAL EDGE, EP -2 METAL FLASHING, EP -1 3" STEEL SUPPORT ANGLES ATTACHED TO GLAZING SYSTEM AT VERTICAL MULLIONS, EP -4, TYP. A11-51 • ARCHITECTURAL WATERPROOF CONCRETE ENLARGED ELEVATION AT MEETING ROOM CORNER LEVEL 01 297' - 0" 1/2" = 1'-0" INTERIOR PARTITION PER PLAN BRACED FRAME ABOVE, SEE STRUCTURAL 1 5/8" PERFORATIONS AT 1" O.C., LEAVE 2" MIN. SOLID BORDERS AT EDGES, TYP. STEEL SUNSHADE SUPPORT - 3" x 3" x 3/16" ANGLE, EP -4 CUSTOM PERFORATED ALUMINUM SUNSHADE, EP -1 ENLARGED PLAN AT CLERESTORY ABOVE MEETING ROOM 1/2”.1,-0" /2"=1'-0" E�18 .c 0 CE E COMpL1A►'1 CODAppRoveD APR 06201 City o p IS10� BU1LD1►W INTERIOR PARTITION PER PLAN BRACED FRAME ABOVE, SEE STRUCTURAL ALUMINUM SILL EXTENSION BELOW, EP -1 21/2" XX TYP. 4' - 91/2" \10� DCS zip 2 3/4" TYP. PLAN DIM SUNSHADE ABOVE Ar ENLARGED PLAN AT SOUTHWEST CORNER OF MEETING ROOM 1/2" = l'-0" 2 1 D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON' Revisions NO RECEIVED CITY OF TUKWILA JUN 2 1 2813 PERMIT CENTEr ISSUE DAT1 Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS Sheet A 1 1 -2 2 Copyright© 2012 Perkins+Will 6/20/2013 11:06:58 PM c:\temp\161028 Tukwila_herzerh.rvt CD NEMMIMMIMMMEMEMEMMumml .-.■■■ ■■■■■■■■■■■MMI■■■■■■■■■■■■■■111..1 ■■■■■■■■■■ --.o■■1�iio■noMmu nu■■ uuuuu .. ..._ ---n.■■■ 1111■■ I■■■■■■■■O 1'-4" CEO NRID BUILT UP MEMBRANE GUTTER 4 wiii6111viriwriwr' aft ow•asp • n n WALL SECTION AT WEST PERF PANEL 1/2" =1'-0" T.O. ROOF - WEST 314'-4" GLU-LAM BEAM BRACED FRAME BEYOND HVAC DUCT AND DIFFUSER, SEE MECHANICAL HSS SUPPORT - SEE STRUCTURAL PERFORATED ZINC PANEL PAINTED METAL DOWNSPOUT BEYOND 2 SIDED SSG SLOPED WINDOW WALL SLOPED AESS PAINTED STEEL COLUMN WOOD SILL, WD -4 CAST IN PLACE ARCHITECTURAL CONCRETE WALL LEVEL 01 iikk 297' - 0" SLOPED WALL LAYOUT POINT CONCRETE FOOTING SEE STRUCTURAL 31/2" 1'-01 MMMIMMMUMmim IIMUMMACILMIUM ! '""MMIOMMIMUMMUMUMMMIIIIII1 moo I 2'-41/8" 1 III I I I I I I I I I I I 1 I I I Do, WALL SECTION AT WEST WALL 1/2" =1'-0" BUILT UP MEMBRANE GUTTER T.O. ROOF - WEST 314'-4" GLU-LAM BEAM BRACED FRAME BEYOND HVAC DUCT AND DIFFUSER, SEE MECHANICAL HSS SUPPORT - SEE STRUCTURAL INTERIOR WD. PANELING MOUNTED TO GWB SUBSTRATE ON 2 1/2" METAL STUDS PAINTED METAL DOWNSPOUT BEYOND 2 SIDED SSG SLOPED WINDOW WALL SLOPED AESS PAINTED STEEL COLUMN WOOD SILL, WD -4 CAST IN PLACE ARCHITECTURAL CONCRETE WALL LEVEL 01 297' - 0" SLOPED WALL LAYOUT POINT CONCRETE FOOTING - SEE STRUCTURAL (NI )00000000 )0000;0.000 )00000000 )00000000. )00000000 )00000000 )00000000 )00000000 )00000000 )00000000 )00000000 000000oC)000.00000000000000000d boonOOo00000oo000C)0000000(DC)O 000000000000;00000000000o0000d;b0000.00.0000000000000000000000 000:oo000000oo,o0000000oo,00000d. b.0000000000000000000000000000 0000000000000:00'oooO000000000d:.boOOo0O0000000000o00000000000 00000.0.00000000000000000000.00d:'b00000o000000000000000000000o 00.000000000000000.00. �00000d :b000.o000000000000000000000000 . . 000 0 0000000000000000000000000o00d: b00o0000ood000000000.000000000 0000000000000000000000000000d.b00000o0000O0000o000o0O00000d 0000000000ooO000000.000000000Cd:b0000000000000000000000000000 0000.000000000.000000000.000000d::000000000000000000000000oo000 000000d000000000000000000000d b0000000000000000000000000000 CONCEALED MEMBRANE GUTTER j a" j // •:" WEST WALL - PARTIAL ELEVATION 4- n :" ZINC WALL PANEL, ZN-1 PERFORATED ZINC PANEL, ZN-2 SUNSHADE BEYOND SSG CURTAINWALL SYSTEM CAST IN PLACE ARCHITECTURAL CONCRETE WALL ROOF - WEST D 314'-4" LEVEL 02 1/2" =1'-0" EQ 5'-0" EQ M J 14 i�������1►�������.������� 0 ENLARGED PLAN AT WEST WALL - UPPER WALL D3 1 1 1 11 METAL STUD ENCLOSURE WITH WOOD PANEL SURROUND 4 SIDED SSG WINDOW WALL SYSTEM WITH INTERNAL REINFORCING CLT WD DECKING 307' - 6" LEVEL 01 297' - 0" CONTINUOUS ZINC FASCIA, WITH FULLY FORMED CORNER AT TRANSITION FROM ROOF TO SLOPED RAINSCREEN SLOPED ZINC PANEL RAINSCREEN & FASCIA HVAC DUCT AND DIFFUSERS METAL STUD ENCLOSURE WITH WOOD PANEL SURROUN li PAINTED METAL DOWNSPOUT PERFORATED ZINC PANEL MTD. TO WINDOW WALL VIA ALUM. OUTRIGGER CLIPS SLOPED 2 SIDED SSG WINDOW WALL ENLARGED PLAN AT WEST WALL - PERF PANEL D3 i BUILT-IN WORK SURFACE PAINTED METAL DOWNSPOUT ENLARGED PLAN AT WEST WALL D3 1 J 4 SIDED SSG WINDOW WALL SYSTEM WITH INTERNAL REINFORCING CLT WD DECKING SLOPED ZINC FASCIA C B PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTEHED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions REVL'EWED FOR CODE COMPLIANCE AP 'ROVED APR 0 6 2015 City of Tukwila I BUILDIP 1G DIVISION STEEL WT OUTRIGGER TIED INTO VERTICAL STEEL COLUMN SLOPED ZINC WALL & FASCIA 2 SIDED WINDOW WALL CURTAINWALL GLAZING, GL -2 PERFORATED ALUMINUM PLATE SUNSHADE WITH CUSTOM PATTERN PAINTED AESS STEEL COLUMN CORNER MULLION AT SLOPED GLASS CORNER SLOPED ZINC WALL ABOVE CURTAINWALL GLAZING, GL -2 A NO Date RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER ISSUE DATE Sheet Information 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS Sheet A1 1 -23 Copyright © 2012 Perkins+Will 6/20/201311:07:09 PM c:temp1161028"Tukwila_herzerh.rvt 04 1/2" =1'-0" M1171111111111:1611MMIMMIINEM:::::mmem 1.111MIMMEMMEMENMIMMEMMEMEMMEMMEMMINI EMI 11- ■■■■■■■■■■■■■■■■■■■■■■■I MEMMEMMIIIM MIUMMIIMMEMMEMEMMININEMMER BUILT UP MEMBRANE GUTTER AESS STEEL BEAM, P-5 SEE STRUCTURAL GLU-LAM BEAM, WD -1 SEE STRUCTURAL AESS STEEL COLUMN, P-5, SEE STRUCTURAL HVAC DUCT AND DIFFUSER, SEE MECHANICAL HSS SUPPORT - SEE STRUCTURAL METAL PANEL, EP -3 STRUCTURAL GLAZING SYSTEM, GL -2 ACOUSTIC WALL PANEL, AP -1 UPHOLSTERED CUSHION CAST IN PLACE ARCHITECTURAL CONCRETE WALL PAINTED METAL DOWNSPOUT BEYOND SLOPED WALL LAYOUT POINT CONCRETE FOOTING - SEE STRUCTURAL WALL SECTION AT BAY WINDOW, WEST (4) D0J�C..o-0o.0oo;oo0:.o;r,0..,o0000.0oo0 0 000 000000o000000, 00000o000 DO °°°°°°°°° 0000oo 00 J00000000000?000J,00oo0000a0o0oO0O00 Q00000000000 .:" • • • ..000c 0.0.0.0 C 000:0.E 0.o 0' 0 c o cb.0; 0 C 0 00c0 0 .00 0 00C 000000°0 .00.0 0. 000 0�.0.0C 04 ENLARGED ELEVATION AT BAY WINDOW, WEST V w 0 O J 11-24 i ENLARGED PLAN AT BAY WINDOW, WEST 1/2" 11 3r METAL SILL, EP -3 w CC 1'-4" EXPOSED CLT, WD -1 STEEL COLUMN, SEE STRUCTURAL, P-3 STRUCTURAL GLAZING SYSTEM WOOD SILL, WD -3 WALL SECTION AT CHILDREN'S, NORTH B3 A11-24 • • .4 4 OD T.O. ROOF - WEST 314'-4" SILL (1a CLERESTORY ZINC FASCIA, ZN-1 312'-8 STRUCTURAL GLAZING SYSTEM, GL -1 PAINTED DOWNSPOUT, EP -1 ARCHITECTURAL WATERPROOF CONCRETE ENLARGED ELEVATION AT NORTHWEST CORNER 4' 1/2" = 1'-0" • 44 titr ENLARGED PLAN AT NORTHWEST CORNER 1/2" =1'-0" LEVEL 01 1 297'-0 REVAEpL1ANCE FOR CODEAPPROVED NPR 0 6 2015 City of TulcWila BUILDING DIVISION to D C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT KF STATEKAY OF WASHINGTON Revisions • RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title A ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS Sheet A 1 1 -2 4 Copyright© 2012 Perkins+Will '6/20/2013 11:07:19 PM D c B A 5 1 4 5 4 ME NM !:: 111 INN 1::I •.i .i� 3 SILL @ CLERESTORY 312 - 8" WALL SECTION AT STAFF, NORTH LEVEL 02 307' - 6" LEVEL01 297' - 0" 3 (—DTI B4 A11-25 2 • • ENLARGED ELEVATION AT STAFF, NORTH a3 "= , \ 1/2 -1-0 `p) 1 T.O. ROOF - EAST 320' - 71/2" SILL @ CLERESTORY 312'-8" LEVEL 02 307' - 6" LEVEL 01 297' - 0" 3 ENLARGED PLAN AT STAFF, NORTH 1/2" =1'-0" 2 NAE. FOR ODE COMP1 JANCE C APPROVED APR 062015 i1a CiQI13'NG pVIS1aN BUIL (3, at 1 1 D C B PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date REGISTER® ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 21 2013 PERMIT CENTER NO1 ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title A ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS Sheet A11-25 Copyright @ 2012 Perkins+Will 10/14/2014 12:18:33 PM c:\temp\161028 Tukwiia_herzerh.rvt ///////Z../////////t 1 { TERRA COTTA CORNER, TYP. 3" =1-0" // / • JAMB AT TERRA COTTA, TYP. 3" =1'-0" 1' - 8" MITRED CORNER PROFILE TERRA COTTA WALL ASSEMBLY, W-1 VERTICAL ALUMINUM PROFILE SPRING PROFILE, TYP. TERRA COTTA CLIP, TYP. ALUMINUM CLEAT, TYP. THERMAL SPACER L JOINT PROFILE PLAN DIM. /� ����''\�k JAMB AT TERRA COTTA AND SPANDREL ✓V 3" _ 1-0" �� - 9" MIN. LIQUID FLASHING HORIZONTAL SUNSHADE, WHERE OCCURS TERRA COTTA WALL ASSEMBLY (W-1), SEE A00-40 FOR ASSEMBLY DETAILS FLASHING PER DETAIL A4/A11-51 CURTAIN WALL GLAZING SYSTEM, CW -1 INTERIOR PARTITION, WHERE OCCURS - TYPE PER PLAN TERRA COTTA WALL ASSEMBLY, SEE W -1A FLASHING PER DETAIL A4/A11-51 CURTAIN WALL SYSTEM, CW -1 VAPOR BARRIER SEALANT AND BACKER ROD APPLIED INTERIOR WALL FINISH - WHERE OCCURS WEATHER RESISTANT BARRIER ENGINEERED TRANSITION ASSEMBLY SET IN SILICONE SEALANT OVER LIQUID FLASHING 7 l»»»l \ / LIQUID FLASHING APPLIED CONTINUOUS TO FACE OF ROUGH OPENING SHIM AS REQUIRED BACKER ROD AND SEALANT GLAZING FLASHING AT FLUSH CONDITION 6" = ALUMINUM MULLION EXTRUSION ////// ////////7- t��3" PLAN AT BOOK DROP t,1-0 " = - C� SHEET METAL THROUGH -WALL BOOK DROP WITH EXTENSION ACCESSORY SEALANT AND BACKER ROD SEE WALL SECTION FOR ASSEMBLY TYPE SHEET METAL FLASHING METAL J -TRIM SEALANT AND BACKER ROD 1/2" x 2" WOOD TRIM, PAINT TO MATCH WALL 1/2" x 2" WOOD TRIM ABOVE, PAINT TO MATCH WALL WALL PROTECTION, FRP-1 3 y///////////// __/_////////////////- 3 • I - Y. •. ..•• �.. '• .1 MITRED CORNER PROFILE, TYP. TERRA COTTA WALL ASSEMBLY, W -1A THERMAL SPACER TERRA COTTA CLIP, TYP. ALUMINUM CLEAT, TYP. VERTICAL ALUMINUM PROFILE SPRING PROFILE, TYP. ALUMINUM GLAZING SYSTEM ALUMINUM FRAMED GLASS STOREFRONT DOOR TERRA COTTA RAINSCREEN, 2 SIDED FLASHING PER DETAIL A4/A11-51 R-1 1111 I 11 111111 111111 1111 101 111, 2 (R-2) 11111111111111111111111111111111111110111111 V //////N////1 HEAD AT CLERESTORY LIQUID FLASHING SEALANT AND BACKER ROD SEE A00-40 FOR ASSEMBLY DETAILS A EXTRUDED RETAINING CLEAT, SET IN MODIFIED ASPHALT CEMENT ZINC FASCIA T.O. ROOF - EAST AIL 320' - 31 /2" BLOCKING AS REQUIRED w TEMPORARY ROOF/VAPOR BARRIER TO WRAP VERTICAL FACE OF CLT WD -1 TRIM, PLANED TO MATCH CLT DECK IN QUALITY AND FINISH COMPENSATION CHANNEL TO ALLOW FOR DEFLECTION SIDEWALL SPRINKLER HEAD WITH ESCUTCHEON TO MATCH EP -1, WHERE OCCURS ALUMINUM CLOSURE PANEL WITH CONCEALED FASTENERS GLAZED ALUMINUM CURTAINWALL, EP -1 STEEL BEAM, P-5 3" =11-0" GYPSUM BOARD SOFFIT ENCLOSURE @ SIM. 3" =1'-0" PLAN DIM. 1'-101/2" 1 1/4" ' T 1 z • 4444 ij r ifitk JAMB AT TERRA COTTA AND SPANDREL, SOUTH 11 = " 31-0 FACE OF GLASS L 9" MIN. -.� LIQUID FLASHING rr EXTERIOR FACE OF FINISH WEATHER RESISTANT BARRIER ENGINEERED TRANSITION ASSEMBLY SET IN SILICONE SEALANT \ / 4 4, 3/8" LIQUID FLASHING APPLIED CONTINUOUS TO FACE OF ROUGH OPENING SHIM AS REQUIRED BACKER ROD AND SEALANT ALUMINUM MULLION EXTRUSION COSMETIC SEALANT GLAZING FLASHING AT PARALLEL CONDITION 6" =1'-0" 3 PAINTED PLYWOOD (NONE @ SIM) STEEL PER STRUCTURAL, HSS OR WIDE FLANGE BEAM ALIGN ' ' -, / / �>% / ' f /,� //////:-' GLAZED ALUMINUM CURTAINWALL, EP -1 SILL a_CLERESTORY 312'-4" — SEE WALL SECTION FOR ROOF ASSEMBLY TYPE 1■■■■■■■■■■■■■■■■■■■■■■■r■■•■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ •UU•MIN•••R•U1111111 U•N•IUUUU�UI• SILL AT CLERESTORY 3" =1'-0" 1)‘- 2 FASCIA AT ROOF EDGE 3" =1'-0" 1 TOP OF WALL AT TERRA COTTA 3" =1'-0" FLASHING PER ROOF MANUFACTURER CONTINOUS BLOCKING TO SUPPORT ROOF EDGE PRE -FINISHED EDGE METAL TRIM, EP -2 WRAP ROOF MEMBRANE OVER END OF BLOCKING 16 GA. METAL BRACKET TO SUPPOR ROOF EDGE SEE WALL SECTION FOR ASSEMBLY TYPE PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions SEE A00-40 FOR ASSEMBLY DETAILS WEATHER RESISTANT BARRIER TO LAP OVER AND SEAL TO FLASHING STAINLESS STEEL FLASHING SELF -ADHERED MEMBRANE PERFORATED SCREEN LEVEL 01 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION TERRA COTTA WALL AT GRADE 3" =1'-0" CONCRETE SLAB, SEE STRUCTURAL RECEIVED CITY OF TI#KWILA OCT 1 4 2014 PERMIT CENTER A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title EXTERIOR DETAILS Sheet A1 1 -51 Copyright© 2012 Perkins+Will .6/21/2013 10:45:55 AM 1'• D C B A 5 5 1 4 4 1 3 3 1 2 OD) 1 ROOF ACCESS LADDER TO MEET OR EXCEED OSHA STANDARDS, PAINT TO MATCH P-1 STEELGUARDRAIL, PAINT TO MATCH P-1 4" XX MAX EQUIPMENT HOIST STEEL SHIP'S LADDER TO MEET OR EXCEED OSHA STANDARDS, PAINT TO MATCH P-1 O LEVEL 02 307' - 6" ViE D FOR CODE COMPLIANCE APPROVED NPR 062015 City of Tukwila BUILDING .IVIS GCS •d_ • • 0 °' . G ° - do SECTION @ SHIP'S LADDER AND ROOF ACCESS HATCH 1/2" =1'-0" 2 1 LEVEL 01 297' - 0" D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date REGISTERED, KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title PLATFORM AND ROOF ACCESS - PLANS, SECTIONS & DETAILS Sheet Al2-01 Copyright © 2012 Perkins+Will 1/21/2015 9:53:30 AM C:\Revit Local\2014\Tukwila Library Structural_PJC.rvt D c B A 1 5 General Structural Notes (THE FOLLOWING APPLY UNLESS 5H0WN OTHERWISE ON THE DRAWINGS.) 4 3 2 GRITERIk: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWIN65, SPECIFICATIONS, AND THE INTERNATIONAL BUILDIN6 CODE (IBC) WITH WASHINGTON STATE ADMINISTRATIVE CODE AMENDMENTS, 2001 EDITION. 2. DESIGN LOADING CRITERIA: LOADS ARE REDUCIBLE U.O.N. OCCUPANCY GATE6ORY IBC TABLE 1604.5 ROOF SNOW LOAD FLOOR LIVE LOAD (LIBRARY READING ROOMS) FLOOR LIVE LOAD (LIBRARY STACK ROOMS) STAIR LIVE LOAD MECHANICAL MEZZANINE LIVE LOAD GUARDRAILS/BALCONY RAIL5 MECHANICAL UNITS II 25 PSF (I5 = 1 60 PSF (1,000 LBS 150 PSF (1,000 LBS CONCENTRATED) 100 P5F (300 LBS GONCENTRADED) 60 PSF (NON-REDUGIBLE)(1,000 LB5 GONGENTRADED) 50 PLF OR 200 LB CONCENTRATED LOAD SEE DRAWINGS FOR MAXIMUM ALLOWABLE WEI6HT5 EARTHQUAKE (NEW BUILDING DESIGN) SEISMIC DESIGN CATEGORY D 55 = 1.41, 51 = 0.50, 5175 = 0.88, 5 DI = 0.81 SPECIAL STEEL CONCENTRICALLY BRACED FRAMES R = 6,110= 2, IE = 1.0, V = 105K, G5 = 0.141 DESI6N STORY DRIFT = lz" A WIND 85 MPH, EXPOSURE "B", Iw = 1.0, Kzt = 1.0 WIND (GLADDIN6/ENCLOSURE ELEMENT DESIGN PRESSURES) 11.5 PSF MAX. AT WALLS, 22 P5F &R055 UPLIFT AT ROOF WIND PRESSURES BASED ON LESS THAN 10 SQUARE FOOT TRIBUTARY AREAS NEAR WALL CORNERS OR ROOF ED6E5 (EXCLUDING CORNER ZONES AT ROOF). REDUCED DES16N PRESSURES MAY BE CALCULATED IN ACCORDANCE WITH ASCE 1-05 CHAPTER 6. SEE DRAWINGS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWIN65 SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DrRAWINGS AND ALL OTHER CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. IT I5 THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE BUILDING LAYOUT DIMENSIONS (GRID LAYOUTS, SITE COORDINATES, ETC.) AMONGST ALL TRADES, INGLUDIN6 SHOP FABRICATED ITEMS. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 6. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. GHAN6E5 SHOWN ON SHOP DRAWIN65 ONLY WILL NOT SATISFY THIS REQUIREMENT. 1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 8. ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFAGTURIN6, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 1. SEISMIC BRACING AND ANCHORAGE OF MECHANICAL OR ELECTRICAL EQUIPMENT AND OTHER MECHANICAL PIPING, FIXTURES, ETC. NOT SPECIFICALLY SHOWN ON THE PROJECT MECHANICAL OR ELECTRICAL DRAWINGS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER RE&151LRL IN THE STATE OF WASHINGTON. THE MECHANICAL/ELECTRICAL CONTRACTOR MUST HIRE THE EN6INCCRR AND I5 RESPONSIBLE FOR ALL COSTS RELATED TO THE PURCHASE AND INSTALLATION OF SEISMIC BRACING AND ANCHORAGE. SEISMIC BRAGIN6 AND ANCHORAGE DESIGN AND CONSTRUCTION SHALL COMPLY WITH CHAPTER 13 OF ASCE 1-05. SEE GENERAL STRUCTURAL NOTE 13 FOR ADDITIONAL INFORMATION. 10. SHOP DRAWIN65 FOR REINFORCING STEEL, STRUCTURAL STEEL, METAL DECKING, GOLD -FORMED METAL FRAMING, GLUED LAMINATED MEMBERS, AND GROSS LAMINATED TIMBER DECKING, SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE EN6INCER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWIN65 PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT GHAN6E ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR I5 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING NHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR Al- AvrEK SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 12. DCIERRCD SUBMITTALS, SHALL BE DESIGNED BY AN ENGINEER RE6I51LRtV IN THE STATE OF WASHIN6TON. THE COMPONENT DESIGNER SHALL BE A REGISTERED STRUCTURAL ENGINEER IF REQUIRED BY THE BUILDING OFFICIAL OF THE LOCAL JURISDICTION. BUILDING COMPONENT SUBMITTALS SHALL INCLUDE THE DE5I6NING PROFESSIONAL EN&INEER'5 STAMP, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESI6NER I5 RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY GALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWIN65. DEFERRED SUBMITTALS SHALL INDICATE MA6NITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DE5I6N CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL. THE ARCHITECT OR CONTRACTOR SHALL FORWARD DTERRED SUBMITTALS TO THE BUILDING OFFICIAL WHERE REQUIRED. THE FOLLOWING BUILDIN6 COMPONENTS SHALL BE DEFERRED SUBMITTALS FOR THIS PROJECT: PREFABRICATED METAL STAIR SYSTEMS AGGREGATE PIERS (SEE NOTE 15) FALL ARREST ANCHORS SEISMIG BRACIN6 4 ANGHORA&E PER NOTE 1. 5 n I 4 STATEMENT OF SPECIAL INSPECTIONS (STRUCTURAL): 13. STATEMENT OF SPECIAL INSPECTIONS - STRUCTURAL ITEMS (SEISMIC DESIGN CATEGORY D): DEFINITIONS: THE SEISMIC FORGE RESISTING SYSTEM FOR THIS STRUCTURE CONSISTS PRIMARILY OF STEEL CONCENTRICALLY BRACED FRAMES, FLOOR/ROOF DIAPHRA6M5, AND STRUT MEMBERS AS SPECIFIED ON THE DRAWINGS. SEE THE LEGEND OF PLAN SHEETS FOR ADDITIONAL INFORMATION DEFINING MEMBER LOCATIONS. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION A6ENGY IN ACCORDANCE WITH CHAPTER 11 OF THE IBC WITH REPORTS PER IBC SECTION 1104.1.2 SUBMITTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL FOR EACH DAY SPECIAL INSPECTIONS OR TESTIN6 I5 PERFORMED. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBG SECTION 110, SEE TABLES BELOW FOR ADDITIONAL INFORMATION. STRUCTURAL ITEMS SPECIAL INSPECTION i-RCQUENGY IBC REfECRENGE STRUCTURAL STEEL FABRICATION FABRICATION PROCEDURES ERECTION SHOP AND FIELD WELDING (INCL. METAL DECKING) HIGH-STRENGTH BOLTING COLD -FORMED STEEL FRAMIN6 FIELD WELDIN6 FASTENERS, BOLTS, STRAPS, ETC. AND ERECTION* PERIODIC PERIODIC CONTINUOUS (PERIODIC FOR ITEMS EXCEPTED PER IBC 1104.3 ITEM 2) PERIODIC (CONTINUOUS WHERE REQUIRED PER IBC 1104.3.3.3) PERIODIC PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF THE SEISMIC AND WIND FORGE RESISTING SYSTEM CONCRETE (5E GENERAL STRUCTURAL NOTE 20 FOR ADDITIONAL REQUIREMENTS) " REINFORCING PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS ANCHOR BOLT PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS CONCRETE PLACEMENT*** CONTINUOUS CURING 4 FORMWORK PROCEDURES PERIODIC WOOD FASTENERS, BOLTS, STRAPS, ETC. CLT PANELS 1104.2.1 4 TABLE 1104.3 ITEM 3 1104.3.2 4 TABLE 1104.3 ITEM 6 1104.3.1, TABLE 1104.3 ITEM 445, 1101.2, 4 AI50 341-05 APPENDIX Q 1104.3.3 4 TABLE 1104.3 ITEM 142 1104.3, 1101.4 4 ANS D1.3 1101.4**uu 4 1106.3 TABLE 1104.4 ITEM 1 TABLE 1104.4 ITEM 3 TABLE 1104.4 ITEM 5,641 TABLE 1104.4 ITEM 8,11412 PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF 1101.3 4 1106.2"""" THE SEISMIC AND WIND FORGE RESISTING SYSTEM INGLUDIN6 DIAPHRA&M5, AND STRUTS PERIODIC FOR ITEMS LISTED IN SPECIFICATION PER GENERAL STRUCTURAL NOTE 41. EXPANSION BOLTS 4 INSERTS PERIODIC INGLUDIN6 TORQUE TESTS IN ACCORDANCE WITH APPROVED ICG -E5 REPORTS EPDXY &ROUTED RODS OR REBAR SOIL COMPACTION PERIODIC INGLUDIN6 INSPECTION OF EMBEDMENT DEPTH AND HOLE CLEANLINESS PRIOR TO ALL INSTALLATIONS TABLE 1104.4 ITEM 4 TABLE 1104.4 ITEM 4 CONTINUOUS 1104.1 PILE OR PIER FOUNDATIONS CONTINUOUS 1104.8, 1104.1 4 1104.10 * STRUCTURAL STEEL INSPECTIONS MAY BE WAIVED IF APPROVED BY THE OWNER AND BUILDING OFFICIAL FOR WORK PERFORMED ON THE PREMISES OF A FABRICATOR REG151ERIU AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1104.2.2. ** EXCEPTIONS 1 THRU 4 PER IBC SECTION 1104.4 SHALL NOT APPLY TO CONCRETE WORK ON THI5 PROJECT. „„* rREQUENGY OF CONCRETE LABORATORY TESTING SHALL BE IN ACCORDANCE WITH AGI 318-08 SECTION 5.6.2 UNLESS OTHERWISE NOTED IN THE PROJECT SPECIFICATIONS. ""„„ THE EXCEPTION FOR SHEATHING FASTENED AT A SPACING GREATER THAN 4"oc SHALL NOT APPLY TO WOOD OR METAL FRAMING ON THIS PROJECT. ARCH, MECH, 4 ELEG ITEMS VENEER 4 CLADDING SUSPENDED CEILINGS PARTITION WALLS STEEL STORAGE RACKS GLAZING SYSTEMS LIFE SAFETY COMPONENTS INGLUDIN6 FIRE PUMPS, EMERGENCY GENERATORS, SMOKE EVACUATION FANS, AND COMPONENTS WITH HAZARDOUS COMBUSTIBLE, OR HIGHLY TOXIC CONTENTS (Ip=I.5 PER ASCE 1-05 SECTION 13.1.3) SEISMIC DE5I&N REQUIREMENTS (ASCE 1-05 CHAPTER 13) ASCE 1-05 SECTION 13.5.3 ASCE 1-05 SECTION 13.5.6 ASCE 1-05 SECTION 13.5.8 ASCE 1-05 SECTION 15.5.3 ASCE 1-05 SECTION 13.5.1 ASCE 1-05 SECTION 13.6 AND IBC 1108.4 INSTALLATION AND ANCHORAGE OF SPRINKLER SYSTEMS, FIRE PUMPS, EMER&ENGY GENERATORS, COMPONENTS WITH HAZARDOUS, COMBUSTIBLE, OR HIGHLY TOXIC CONTENTS (Ip=1.5 PER ASCE 1-05 SECTION 13.1.3) ALL OTHER MECHANICAL AND ASCE 1-05 SECTION 13.6 ELECTRICAL COMPONENTS ASCE 1-05 SECTION 13.6 AND IBC 1108.4 PERIODIC SPECIAL INSPECTION A5 SPECIFIED PER IBC CHAPTER 11 REQUIRED FOR WALL FRAMING, FOR FASTENING OF VENEER OR CLADDING EXGEEDIN6 5 PSF (IBC 1101.6) INSPECTIONS PER IBC SECTION 110 AND ASCE 1 13.5.6.2.2 A5 REQUIRED REQUIRED DURING ERECTION AND FASTENING FOR WALLS > 15 P5F (15G 1101.6) REQU I RED FOR ANCHORAGE OF RACKS > 8 1 LL'1 IN HEIGHT (IBC 1101.5) NOT REQUIRED REQUIRED FOR VERIFICATION OF CERTIFICATE OF COMPLIANCE LABEL ON COMPONENT (IBC 1101.8) REQUIRED (IBC 1101.1 4 1101.8) NOT REQUIRED STRUCTURAL OBSERVATION PER IBC SECTION 1110 I5 NOT REQUIRED FOR THIS STRUCTURE. CONTRACTOR STATEMENT OF RESPONSIBILITY: CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY IN ACCORDANCE WITH IBC SECTION 1101 TO THE BUILDIN6 OFFICIAL AND OWNER PRIOR TO CONSTRUCTION AGKNOWLED&IN6 THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. 3 GEOTECHNICAL.: 14. FOUNDATION NOTES: SUB6RADE PREPARATION INGLUDIN6 DRAINAGE, EXCAVATION, COMPACTION, AND FILLIN6 REQUIREMENTS, SHALL CONFORM STRICTLY WITH THE CIVIL/STRUCTURAL DRAWINGS AND SPECIFICATIONS OR AS DIRECTED BY THE OWNER APPOINTED GEOTECHNICAL ENGINEER. FOOTIN65 SHALL BEAR ON AGGREGATE PIERS PER GENERAL STRUCTURAL NOTE 15. BOTTOM OF FOOTIN65 SHALL BE AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. THE OWNER APPOINTED GEOTECHNIGAL ENGINEER SHALL APPROVE FOOTING EXCAVATION/PREPARATION PRIOR TO PLACEMENT OF ALL FOOTIN65. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINA6E A5 NOTED IN THE CIVIL DRAWINGS AND SPECIFICATIONS. ALLOWABLE SOIL PRESSURE AT SLAB -ON -GRADE (COMPETENT NATIVE SOILS) LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) SOIL PROFILE TYPE AGGREGATE PIERS 3,000 P5F 50 PCF/35 PGF SITE GLASS E SEE GENERAL STRUCTURAL NOTE 15 GEOTEGHNIGAL REPORT TRUCE: "ASSOCIATED EARTH SCIENCES, PROJECT #KE110238A DATED SEPTEMBER 20, 2011" 15. AGGREGATE PIERS SHALL BE INSTALLED BENEATH STRUCTURAL FOOTINGS TO STRENGTHEN UNDERLYIN6 FILL SOILS. A66RE6ATE PIERS SHALL BE CONSTRUCTED BY COMPACTION OR VIBRATION OF AGGREGATE U5IN6 DENSIFICATION EQUIPMENT. AGGREGATE PIERS ARE NOT REQUIRED IN AREAS WHERE FOUNDATIONS WILL REST DIRECTLY ON COMPETENT NATIVE TILL SOILS OR STRUCTURAL FILL WHICH MEETS THE REQUIRED MINIMUM ALLOWABLE SOIL PRE -SURE. A66RE6ATE PIERS SHALL BE DCIERRED SUBMITTAL BUILDING COMPONENTS SUBMITTED IN ACCORDANCE WITH GENERAL STRUCTURAL NOTE 12. DESI6N REQUIREMENTS FOR A66RE6ATE PIERS: A66RE6ATE PIERS UNDER STRUCTURAL SPREAD AND BRACED FRAME FOOTIN65: AGGREGATE PIERS SHALL BE DESIGNED SUCH THAT THE SOILS BENEATH STRUCTURAL FOOTIN65 REACH AN ALLOWABLE BEARING CAPACITY OF 5,000 PSF, U.O.N. AGGREGATE PIERS ARE NOT REQUIRED UNDER SLABS -ON -GRADE. OVEREXGAVATE 2 ILL1 AND REPLACE WITH STRUCTURAL FILL. CIVIL DRAWINGS FOR FURTHER INFORMATION ALLO NCES: 16. MISCELLANEOUS OPENIN6 ALLOWANCE: THE CONTRACTOR SHALL REINFORCE ALL OPENINGS AT ROOF DECK OR COMPOSITE DECK PER THE DRAWINGS. OPENIN65 ARE NOT ALL SHOWN ON THE STRUCTURAL DRAWINGS. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWIN65 FOR ADDITIONAL OPENIN65 NOT SHOWN ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL REVIEW THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR OPENIN65 NOT SHOWN ON THE STRUCTURAL DRAWINGS AND SUPPLY OPENING SIZE, LOCATION, AND C0NFI6URATION TO THE STEEL FABRICATOR PRIOR TO SHOP DRAWIN6 SUBMITTAL. OPENINGS SHALL OCCUR WHERE ANY DUCT, CONDUIT, PLUMBIN6, OR OTHER IMPLEMENT PASSES THROUGH THE FLOOR OR ROOF. A5 AN ALLOWANCE, THE CONTRACTOR SHALL BUDGET TO PROVIDE AND INSTALL A5 REQUIRED AN ADDITIONAL 50 LINEAR nIT OF #4 REBAR, 25 LINEAR 1LL1 OF ANGLE 2x2x3/16, 40 LINEAR 1LLr OF 68x11.5, AND 25 LINEAR 1ECT OF 66x8.2 FOR FRAMING OF COMPOSITE DECK OPENIN65 THAT ARE NOT SHOWN ON THE STRUCTURAL, ARCHITECTURAL, ELECTRICAL, OR MECHANICAL DRAWIN65. INSTALL PER 10/5-501 . ANCHORAGE: 11 EXPANSION BOLTS INTO CONCRETE SHALL BE ONE OF THE FOLLOWING: "KWIK BOLT TZ" AS MANUFACTURED BY HILTI, ING. AND INSTALLED IN STRICT ACCORDANCE WITH ICG -ES REPORT NO. 1111 AND MANUFACTURER'S INSTRUCTIONS; OR "STRONG -BOLT 2" A5 MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. AND INSTALLED IN STRICT ACCORDANCE WITH ICG -E5 REPORT NO. 3031 AND MANUFACTURER'S INSTRUCTIONS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMIIIEV FOR REVIEW WITH IGC -ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICG -E5 ACCEPTANCE CRITERIA AG113. SPECIAL INSPECTION I5 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. EXPANSION BOLTS SHALL NOT BE USED A5 SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. NOTIFY ENGINEER IF BOLT LOCATIONS CONFLICT WITH REINFORCING STEEL - DO NOT GUT REINFORGIN6 OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING NOMINAL EMBEDMENT DEPTHS FOR EXPANSION BOLTS INTO CONCRETE: HILTI KWIK BOLT TZ: 3/8"0 EXPANSION BOLTS 2-5/16" 1/2"0 EXPANSION BOLTS 3-5/8" 5/8"(1) EXPANSION BOLTS 4-1/16" 3/4"(1) EXPANSION BOLTS 5-1/16" SIMPSON STRONG -BOLT 2: 3/8"P EXPANSION BOLTS 2-1/8" 1/2"(1) EXPANSION BOLTS 3-1/8" 5/8"4) EXPANSION BOLTS 5-1/8" 3/4"(1) EXPANSION BOLTS 5-3/4" 18. DRIVE PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE ITN RAMSET/RED HEAD LOW VELOCITY TYPE (SERIES 1500, 0.145" DIAMETER UNLESS OTHERWISE NOTED), OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICG -ES REPORT NO. 1111. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE. 11. EPDXY-GROUTED RODS OR REBAR TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH ONE OF THE FOLLOWING: "SET -XP ADHESIVE" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH IGC -E5 REPORT NO. 2508, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS; OR "HIT-HY 150 MAX -5D" A5 MANUFACTURED BY HILTI CORPORATION AND INSTALLED IN STRICT ACCORDANCE WITH ICG -ES REPORT NO. 3013, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH IGG-ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICG -ES ACCEPTANCE CRITERIA AC308. PERIODIC SPECIAL INSPECTION OF EPDXY-GROUTED ANCHOR INSTALLATION I5 REQUIRED. EPDXY &ROUTED RODS OR REBAR SHALL NOT BE USED A5 SUBSTITUTES FOR CAST -IN-PLACE ANCHOR BOLTS OR REINFORCING STEEL UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. NOTIFY ENGINEER IF ANCHOR LOCATIONS CONFLICT WITH REINFORGIN6 STEEL - DO NOT CUT REINFORGIN6 OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWIN6 EMBEDMENT DEPTHS FOR ANCHORS AT CONCRETE: 1/2"(P ROD OR #3 BAR 4" 5/8"(1) ROD OR #4 BAR 5" 3/4"4) ROD OR *5 BAR 1" REVIEWED This plan was reviewed for general conformance with the following, as amended by the jurisdiction: %Structural Provisions of the International Building Code ❑ Non -Structural Provisions of the International Building Code O Others: The project applicant is responsible for conformance with all applicable codes, conditions of approval, and permit requirements subject to the requirements and interpretations of the governing authority. This review does not relieve the Architect and Engineers of Record of the responsibility for a complete design in accordance with tlx: laws o' the governing juristijiciion and the State of Washington. Jurisdiction -?-fv OF- t v Lit ., ff Date 2/4// /c REID MIDDLI?TON, INC. Code Review Consultant By 2 REVIE D FOR CODE COMPLIANCE APPROVE APR 062015 City of Tuvila BUILDING DIVISION SHEET IN]7EX 5-101 GENERAL STRUCTURAL NOTES 5-102 GENERAL STRUCTURAL NOTES 5-201 FOUNDATION PLAN 5-202 MEZZANINE/LOIN ROOF FRAMING PLAN 5-203 ROOF FRAMING PLAN 5-301 TYPICAL CONCRETE DETAILS 5-302 CONCRETE DETAILS 5-501 5-502 5-503 5-504 5-505 S-506 TYPICAL METAL DECK DETAILS TYPICAL STEEL DETAILS FRAMING DETAILS FRAMING DETAILS TRUSS ELEVATION 4 MISCELLANEOUS DETAILS Unnamed 5-601 BRACED FRAME ELEVATIONS 5-602 BRACED FRAME DETAILS 5-603 BRACED FRAME DETAILS 5-701 TYP. NON -LOAD BEARING METAL STUD DETAILS D c B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title GENERAL STRUCTURAL NOTES , f f I! ;moi; 7\P _ I .t1 JAN 23 201:5 S-101 Copyright © 2012 Perkins+Will 1/21/2015 9:53:40 AM C:\Revit Local\2014\Tukwi'a Library Structural_PJC.rvl D C B A 5 4 General Structural Notes 3 2 (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.) CONCRETE: 20. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1105 AND AGI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'G = 3,000 P5I (4,000 P5I AT INTERIOR SLABS AND 4,500 P5I AT ALL CONCRETE EXPOSED TO WEATHER). MAXIMUM WATER -CEMENTITIOUS MATERIAL RATIO FOR INTERIOR SLABS SHALL BE BETWEEN 0.40 AND 0.44. ALL CONCRETE SHALL BE EXPOSURE GLASSES F0, 50, P0, AND CO PER AGI 318-08 TABLE 4.2.1 EXCEPT AS NOTED BELOW. ALL CONCRETE EXPOSED TO EARTH (FOUNDATIONS, ETC.): (F0, 50, P0, G1) ALL CONCRETE EXPOSED TO WEATHER: (F1, 50, P0, G1) CONCRETE MIXES SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED ABOVE. MIXES SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE AND SHALL INCLUDE THE AMOUNTS OF GEMENT, CEMENTITOUS MATERIAL, FINE AND COARSE A66RE&ATE, WATER AND ADMIXTURES, AS WELL AS THE WATER -GEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH AGI 318-08, CHAPTER 5. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 21. REINFORCING STEEL SHALL BE DETAILED (INGLUDIN6 HOOKS AND BENDS) IN ACCORDANCE WITH AGI 315-11 AND 318-08. LAP ALL CONTINUOUS REINFORCEMENT (#5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS (#5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH AGI 318-08, GLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 12" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 22. CONCRETE PROTECTION (DOVER) FOR REINFORCING STEEL SHALL BE A5 FOLLOWS: FOOTIN65 AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH (1.e. WALLS BELOW GROUND) OR WEATHER (#6 BARS OR LAR6ER). . 2" (#5 BARS OR SMALLER). . 1 1/2" SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS 1/8") or . . 3/4" 23. NOT USED 24. CAST -IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWIN65 FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWIN65 FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL 6ROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, DOLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. 25. BONDING AGENT SHALL BE "GONGRESIVE LIQUID LPL" BY GHEMREX, INC. OR EQUIVALENT, AND SHALL BE USED WHERE NEW CONCRETE I5 PLACED AGAINST PREVIOUSLY PLACED OR EXISTING CONCRETE. PLACE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, INGLUDIN6 PREPARATION OF EXISTING SURFACES. 26. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT I5 PLACED (6,000 P5I MINIMUM). STEEL: 21. STRUCTURAL STEEL DE5I&N, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.5.G. SPECIFICATIONS AND CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65-ALLOWABLE STRESS AND PLASTIC DESI6N, OR LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRIDGES, ADOPTED MARCH 18, 2005. IN RD-MENGE TO SECTIONS 3.1.2 AND 4.4.1, THE CONTRACT DOCUMENTS (DESIGN DRAWIN65) SHOW COMPLETE CONNECTION DETAILS FOR ALL MEMBERS EXCEPT THOSE NOTED TO BE DESIGN -BUILD ITEMS. ALTERNATE CONNECTION DETAILS REQUESTED BY THE FABRICATOR SHALL BE SUBMIIIIV TO THE EN6INEER OF RECORD FOR APPROVAL VIA A REQUEST FOR INFORMATION (RFI) PRIOR TO COMPLETION OF SHOP DRAWIN65. IN REFERENCE TO SECTION 3.1.6, FABRICATOR SHALL ALSO REVIEW PROJECT SPECIFICATIONS AND ARCHITECTURAL DRAWIN65 TO DETERMINE PAINTIN6 AND 6ALVANIZIN& REQUIREMENTS. MEMBERS EMBEDDED IN CONCRETE, MASONRY OR TO RECEIVE SPRAY -ON FIREPROOFING SHALL NOT BE PAINTED. PO NOT PAINT OR GALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND GALVANIZING IN FIELD PRIOR TO WELDING. IN REFERENCE TO SECTION 3.3, IN THE EVENT OF DISCREPANCIES BETWEEN DESIGN DRAWINGS AND SPECIFICATIONS, THE DESIGN DRAW1INGS GOVERN. IN REFERENCE TO SECTION 4.1, THE FABRICATOR SHALL NOT ASSUME BID PACKAGES CONSTITUTE RELEASIN& THE DRAWINGS FOR CONSTRUCTION WITHOUT EXPLICIT DIRECTION TO DO 50 BY THE OWNER. 3. SPECIFICATION FOR STRUCTURAL JOINTS USIN6 ASTM A325 OR A410 BOLTS. CONTRACTOR SHALL ALSO COMPLY WITH OSHA REGULATION 21 GFR PART 1126 SUBPART R - STEEL ERECTION, PUBLISHED JANUARY 18, 2001. MISCELLANEOUS PLATES FOR 6UYIN6 GABLE ATTACHMENTS, TEMPORARY JOIST BRACING, ETC. SHALL BE ADDED A5 REQUIRED. CONTRACTOR SHALL EVALUATE COLUMNS AND PROVIDE ADEQUATE BASE PLATE SHIMS, GUYS, OR TEMPORARY BRACING AS REQUIRED PER SECTION 1126.155. CONTRACTOR SHALL EUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFKdAL IN ACCORDANCE VVJTH IBC SGGT10N 1104.22 WERE AN APPRO/AED FAERKATION HAS PERFORMED THE WORK WITHOUT SPECIAL INSPECTION PEZ IBG SECTION 1104.2.2. 28. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWIN6 REQUIREMENTS: / \ TYPE OF MEMBER ASTM SPECIFICATION A. B. G. D. E. F. 6. H. WIDE FLAN6E AND WT SHAPES PLATES, AN6LES, CHANNELS, AND RODS PLATES (NOTED GRADE 50 ON DRAWINGS) PIPE MEMBERS STRUCTURAL TUBING (H55 - SQUARE OR RECTANGULAR) ANCHOR BOLTS OR ANCHOR RODS CONNECTION BOLTS THREADED RODS FOR EPDXY GROUTED CONNECTIONS SPECIAL SHAPES (NOTED &RADE 36 ON DRAWINGS) A112 50 KSI A36 36 K5I A512 50 KSI A53 (TYPE E OR 5, GRADE B) 35 K5I A500 (&RADE B) 46 KSI F1554 (6RADE 36) 36 K5I A325 -N A36 OR A301(6R. G), F1554 36 K5I A36 36 K5I 21. DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE AISC. CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRID6E5, SECTION 6.4 AND ASTM SPECIFICATION A6. UNLESS SPECIFICALLY ALLOWED BY THE EN6INEER, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE ROTARY STRAIGHTENING PROCESS. 30. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE A.I.5.G. CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRID6E5, ADOPTED MARCH 18, 2005. ANY STEEL THAT I5 TO BE EXPOSED TO VIEW UPON COMPLETION OF THE PROJECT SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED. SEE SPECIFICATIONS FOR SPECIFIC FABRICATION AND ERECTION REQUIREMENTS FOR ARCHITECTURALLY EXPOSED STRUCTURAL STEEL. 5 4 31. BOLTS IN CONNECTIONS NOT SPECIFIED A5 SLIP -CRITICAL NEED ONLY BE TIGHTENED TO THE SNUG TIGHT CONDITION. THE SNU6 TI6HT CONDITION I5 DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. IF A SLOTTED HOLE OCCURS IN AN OUTER PLY, A FLAT HARDENED WASHER OR COMMON PLATE WASHER SHALL BE INSTALLED OVER THE SLOT. ALL SLIP -CRITICAL CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDICATING TYPES (SUCH AS BETHLEHEM INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, ETC.), AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONNECTED PLIES SHALL BE PREPARED TO MEET THE REQUIREMENTS FOR GLASS A FAYIN& SURFACES. 32. HOLE SIZES IN STEEL MEMBERS FOR CONNECTIONS TO CONCRETE OR MASONRY SHALL BE AS FOLLOWS UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS: ANCHOR TYPE CAST-IN-PLAGE ANCHOR BOLTS EXPANSION BOLTS EPDXY GROUTED BOLTS MAXIMUM HOLE DIA. OVER NOMINAL BOLT DIA. OTHER THAN COL. BASE PLATES COL. BASE PLATES 1/16" * TABLE 14-2 OF AISG STEEL CONSTR. MANUAL, 14TH ED. 1/16" * 5/16" 1/8" * 5/16" * U5E OF LARGER HOLES WOULD REQUIRE THE USE OF WELLED PLATE WASHERS AND WOULD REQUIRE PRIOR APPROVAL BY THE STRUCTURAL ENGINEER. HARDENED OR COMMON PLATE WASHERS ARE REQUIRED BELOW ALL NUTS WHERE OVERSIZED HOLES ARE USED AND SHALL BE SIZED TO COVER ENTIRE HOLE. MINIMUM WASHER SIZES FOR COLUMN BASE PLATES SHALL BE IN ACCORDANCE WITH TABLE 14-2 OF THE AISG STEEL CONSTRUCTION MANUAL, 13TH EDITION. 33. ALL WELDIN6 SHALL BE IN CONFORMANCE WITH A.I.5.G. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W. A.B.O. CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.5.) SHALL BE USED. DO NOT PAINT OR 6ALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND 6ALVANIZIN6 IN FIELD PRIOR TO WELDIN6. WELDIN6 OF GRADE 60 REINFORGIN6 BARS (IF REQUIRED) SHALL BE PERFORMED USIN6 LOW HYDROGEN ELECTRODES. WELDING WITHIN 4" OF GOLD BENDS IN REINFORGIN& STEEL I5 NOT PERMITTED. SEE REINFORCEMENT NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. THE WELD SYMBOLS SHOWN ON THE DRAWINGS ARE INTENDED ONLY TO AID THE CONTRACTOR IN THE DETERMINATION OF FIELD VERSUS SHOP WELDING. THE CONTRACTOR SHALL WORK WITH THE FABRICATOR AND ERECTOR TO COORDINATE THE FINAL DETERMINATION OF FIELD VERSUS SHOP WELDS TO ACCOMMODATE THE CONSTRUCTION SEQUENGIN6 OF THE PROJECT. ALL WELDS SHALL BE MADE WITH A FILLER WELD METAL THAT HAS A MINIMUM GHARPY V -NOTCH TOUGHNESS OF 20 FT. -LBS. AT 0 DE6RI?5 F, A5 DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. PROPOSED FILLER MATERIAL FOR BOTH SHOP AND FIELD WELDS SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. 34. METAL FLOOR AND ROOF DECKING: PROVIDE SIZE, TYPE, GAGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE A5 SHOWN ON THE DRAWIN65. ALTERNATES MUST BE CONNECTED AGGORDIN6 TO PUBLISHED ICG -E5 CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. SUBMIT DECK INFORMATION TO ARCHITECT AND ENGINEER PRIOR TO BE6INNIN6 SHOP DRAWIN65. 35. GOLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE DRAWIN65. NOTATIONS ON THE DRAWINGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, MIR TO CATALOG NUMBERS OF THE "STEEL STUD MANUFACTURER'S ASSOCIATION" STANDARD SPECIFICATIONS, AND ICG -E5 REPORT N0. 4143. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. ALL GOLD -FORMED STEEL FRAMING SHALL ALSO CONFORM TO THE A.I.5.I. "SPECIFICATION FOR THE DESI6N OF GOLD -FORMED STEEL STRUCTURAL MEMBERS." SEE 30/5-101 FOR METAL FRAMIN6 NOTES. 36. HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL TO CONCRETE AND THREADED STUDS (CPL'S OR GFL'5) FOR CONNECTION OF STRUCTURAL STEEL TO OTHER ELEMENTS SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTM A108 &R. 1010 THROUGH 1020 (TYPE 2, Fu = 60 KS1 MIN.). HEADED STUDS SHALL BE WELDED IN CONFORMANCE WITH THE REQUIREMENTS OF A.W.5 CHAPTER 1. UNLESS OTHERWISE NOTED, STUDS SHALL BE WELDED BY THE AUTOMATIC MACHINE WELDING PROCESS IN CONFORMANCE WITH A.W.5. REQUIREMENTS. STUD TYPES SHALL BE MANUFACTURED BY NELSON STUD WELDING, INC. OR EQUIVALENT. HEADED STUDS SHALL BE TYPE 53L 5HEAR CONNECTORS, THREADED STUDS SHALL BE TYPE CPL PARTIALLY THREADED STUDS OR TYPE CFL FULLY THREADED STUDS. 31. DEFORMED BAR ANCHORS (D2L's) SHALL BE TYPE D2L ANCHORS BY NELSON STUD WELDIN6, INC., OR EQUIVALENT. ANCHORS SHALL BE MADE FROM GOLD ROLLED, DEFORMED STEEL GONFORMIN6 TO ASTM A-416. AT NON-BRACED/MOMENT FRAME AND NON -STRUT CONNECTIONS, A106 &RADE 60 REINFORCING BARS OF AN EQUAL DIAMETER AND LENGTH OF THE SPECIFIED D2L's MAY BE USED PROVIDED THEY ARE WELDED TO THE SUPPORTING STEEL IN ACCORDANCE WITH THE TABLE BELOW: BAR SIZE #4 #5 #6 ALL-AROUND FILLET WELD SIZE 5/16" 3/8" 1/16" 38. THERMAL BREAK MATERIAL SHOWN ON THE DRAWIN65 SHALL CONSIST OF ONE OF THE FOLLOWING: THERMAL INSULATION MATERIAL MANUFACTURED BY FABREEKA INTERNATIONAL, INC. OR THERMAL PLATE MANUFACTURED BY INSULA LIMITED. THERMAL BREAK MATERIAL SHALL BE SUPPLIED AND INSTALLED WITH ALL ACCESSORIES NEEDED TO ISOLATE DIRECT CONTACT BETWEEN STEEL MEMBERS ON BOTH 5IDES OF THE THERMAL BREAK MATERIAL, INGLUDIN6 THERMAL BUSHINGS AND WASHERS. 3 31. FRAMING LUMBER SHALL BE KILN DRIED OR MG -11, AND &RAPED AND MARKED IN CONFORMANCE WITH W.G.L.B. STANDARD 6RADIN6 RULES FOR NEST COAST LUMBER NO. 11. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: 5TUD5, PLATES, LEDGERS 4 MISCELLANEOUS LIGHT FRAMING: DOUGLAS FIR NO. 3 OR STUD &RADE MINIMUM BASIC DESIGN STRESS, Fb = 525 P5I, E = 1400 KSI FG = 115 PSI, Ft = 325 P5I 40. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND A.I.T. G. STANDARDS IN AGGORDANE WITH IBG SECTION 2303.1.3. EACH MEMBER SHALL BEAR AN A.I.T.G. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T. G. CERTIFICATE OF CONFORMANCE. MEMBERS SHALL NOT BE CAMBERED UNLESS OTHERWISE NOTED. SIMPLE SPAN BEAMS: DOU6LAS FIR COMBINATION 24F -V4 Fb = 2400 PSI, FY = 265 P5I, E = 1800 K5I CONTINUOUS OR CANTILEVERED BEAMS: TRUSS CHORD DOUGLAS FIR COMBINATION 24F -V8 Fb = 2400 PSI, FY = 265 P5I, E = 1800 K5I GLUED LAMINATED MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATED WITH A NON -CORROSIVE, APPROVED PRESERVATIVE. 41 GR055 LAMINATED TIMBER (CLT) SHALL BE IN ACCORDANCE WITH ANSI/APA PRG 320-2012 "STANDARD FOR PERFORMANCE -RATED GR055-LAMINATED TIMBER". EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. DECKING LAMINATIONS SHALL CONSIST OF "V2" LAYUP CONFIGURATION WITH THE EXCEPTION OF THE EXPOSED BOTTOM LAMINATION THAT SHALL BE DOUGLAS FIR PER SPECIFICATIONS. PANELS SHALL BE INSTALLED AS DOUBLE OR TRIPLE SPANS U.O.N. PANELS SHALL BE 3.1 INCHES FINISHED DEPTH AND MEET THE MINIMUM FOLLOWING PROPERTIES: MAJOR STRENGTH DIRECTION Fb,Seff,0 = 2,000 LBF-FT/FT Eleff,0 = 10x106 LBF -IN 2 /FT 6Aeff,O = 0.42x106 LBF/FT MINOR STRENGTH DIRECTION Fb,Seff,O = 164 LBF-FT/FT EIef • = 3.2x10 6 BF -IN 2 /FT 6 - 0 = 0.51x10 6 LBF/FT 42. NAILIN6: MINIMUM NAIL DIAMETER AND LENGTH SHALL BE AS FOLLOWS: NAIL SIZE ON DRAWINGS DIAMETER AND LEN6TH SHEATHIN6 NAILS 8d 0.131"x2 1/4" 43. SCREWS USED WITH GR055 LAMINATED TIMBER (CLT) SPECIFIED ON THE DRAWINGS SHALL BE A55Y 3.0 WOOD SCREWS A5 MANUFACTURED BY SGHRAUBENWERK GAISBAGH GMBH (516) AND INSTA11FO IN ACCORDANCE WITH IGC -ES REPORT N0. 3111 AND MANUFACTURES INSTRUCTIONS. PROVIDE THE COUNTERSUNK HEAD TYPE WITH MILLIN6 POCKET. 2 bidats EWIJEWE FEB i2 2015 PEID MIDDLETON, INC. D c B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title GENERAL STRUCTURAL 1 rL LIC JAN 23 r)rin ,' inr F T OP IRC l Sheet S-102 Copyright © 2012 Perkins+Will 1/21/2015 9:52:08 AM C:\Revit Local\2014\Tukwila Library Structural_PJC.rvt D c B A 5 5 yss 4 3 2 2-1 1/2" TYPE II AT 30 CORNERS BASE -301 y PER 12/5-302 TO TOP OF SLAB �p+�� L SEE NOTE 3 FOR GGREGATE PIER REQUIREMENTS A FOOTINGS, TYP. BELOW GRADE PIPE PER PLAN NOTE H55 4x4x5/16 BRACE 2'-10 5/8 22 SLIDER DOOR 5 SEE 5-202 PORT ABOVE - Ss WINDOWS DESIG -BUILD STAIR PERP N NOTE 5 SEE N EQUI COL. PER 28/5-505 in N r CE3- TE 3 FOR AGGREGATE PIE E-M€NTS FOOTINGS; TY' SLAB -ON -GRADE 4 NON-STRUCTURAL TOPPING SLAB PER PLAN NOTE 1, U.O.N. T.O. HALL EL. = 298'-9" 2q6'-4" T.O. STRUCTURAL SLAB BELOW GRADE PIPE PER PLAN NOTE 4 (49 T.O. TOPPING SLAB 5LT-3 GLT DECKING (NOTE 1 ON 5203) T.O. YVALL EL. = 298'-83/4" T.O. NALL `�� EL. = 299'-63/4" Foundation Plan 1 /8" = 1-0" 5LT-3 WALL PANELS (NOTE 1 ON 5203) T.O. WALL EL. PER ARGH'L. SEE 24/5-505 PLAN NOTES: �\� T.O. HALL SLT-3 CLT WALL PANELS (NOTE 1 ON 5203) 1. SLAB ELEVATION SHALL BE AS SHOWN IN PLAN. SLAB -ON -GRADE SHALL BE 4" THICK WITH 6x6 W1.4xW1.4 WWM AT CENTER W/ 4" NON-STRUCTURAL TOPPING SLAB PER ARCH'L, U.O.N. TOPPING SLAB SHALL BE SHRINKAGE - REDUCING CONCRETE PER THE 5PECIFICATIONS 4 REINFORCED IN/ #4 @ 18"oc E.W. PROVIDE AN APPROVED MEMBRANE OR BOND BREAKER BETWEEN SLAB -ON - GRADE AND TOPPING SLAB. PROVIDE INSULATION i# VAPOR BARRIER PER SPECIFICATIONS BELOW SLAB AT INTERIOR SPACES OVER FREE -DRAINING CAPILLARY BREAK MATERIAL PER SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSION AND SLOPE REQUIREMENTS 2. PROVIDE CONSTRUCTION/CONTROL JOINTS IN SLABS ON GRADE AND TOPPING SLAB TO DIVIDE SLAB INTO RECTANGULAR AREAS 225 SQUARE FEET OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. JOINT LOCATIONS MUST BE APPROVED BY THE ARCHITECT. SEE 6/5„301 . 3. TOPS OF ALL FOOTINGS SHOWN IN THIS PLAN SHALL BE AT ELEVATION 214'-10", U.O.N. OVER EXCAVATE AND PLACE SUITABLE COMPACTED FILL PER CIVIL DRAWINGS/SPECIFICATIONS AT SLAB -0N -GRADE. SPREAD AND BRACED FRAME FOOTINGS SHALL BEAR ON SOILS REINFORCED USING AGGREGATE PIERS (READ. BEARING CAPACITY = 5,000 PSF, U.O.N.) SEE GENERAL STRUCTURAL NOTE 15 AND SPECIFICATIONS FOR ADDITIONAL AGGREGATE PIER REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH FINAL SITE GRADES AND MAINTAIN MINIMUM DEPTH OF FOOTINGS SHOWN ON THE DRAWINGS. 4. SEE ARCHITECTURAL/MECHANICAL/CIVIL/UTILITIES DRAWINGS FOR UNDERSLAB PIPING. COORDINATE FOUNDATION DEPTHS AND PIPING IN ACCORDANCE WITH 28/5-301. 5. ALL STAIRS NOT SHOWN ON THE STRUCTURAL DRAWINGS ARE DESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED, DETAILED, AND SUPPLIED BY THE STEEL FABRICATOR - SEE GENERAL STRGTURAL NOTE 12. 4 3 LEGEND: EL. = 291'-63/" x' -x" T.O. NLALL EL. = x' -X" TOP OF SLAB ELEVATION TOP OF FOOTING ELEVATION FOOTING MARK PER WS -302 TOP OF CONCRETE WALL ELEVATION AGGREGATE PIERS ONLY READ. WITHIN 3'-0" OF COLUMN EA. SIDE AT BRACED FRAME FOOTINGS (HATCHED AREA) - SEE PLAN NOTE 3 SEISMIC FORGE RESISTING LEGEND: (SEE GENERAL STRUCTURAL NOTE 13) BRACED FRAME PER ELEVATION SF -X OF SHEET 5-601 DIAGONAL BRACE PER PLAN 2 SEE ARGH'L DINGS FOR T.O. GONG. CURB TRANSITION IDENTIFY LOT LINES IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building setbacks the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines. PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. NEC 250.52 Grounding Electrodes. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of VP or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) b$ft-21/7 ETON, INC. D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVISIONS 10/10/14 APERMIT NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH 1 Title FOUNDATION P IAN 23 2a� 1, �4D 111�Ut _ ,t_-- ---Sheet S-201 Copyright © 2012 Perkins+Will 1/21/2015 9:52:10 AM C:\Revit Loca!\2014\Tukwila Library Structural_PJC.rvt EXTEND BEAM 2" PAST PERP W12 TO MAKE CONN PER 18/5-502 , TYP. 121-0" 13'-0" 15'-0" CLIP WINDOW HEADER PER 1/5-503 TO COL. PER 10/5-101 [3111-51/21 TYP. AT LOW ROOF 5'-3" /7/7,00 .................. NOTE H55 6x4x 1/4 310'-11/2, TYP. (8) LOCATIONS THIS LINE NOTE 2 W10x15 W10x15 W12x22 STRUT [310'41 W12x14 W10x15 —4 W14x43 W12x35 STRUT .12x4x1 W1:8x50: 0 s W18 35 0 H55 BRACE PER 5-201 CI_ 1'-41/4 , Alk -503 SIM. [L] PEN 4x'/4 BRACE 26 (30) .4 x30 (16) 1 r— a- I8"x12" 4"W 3% _ 2" W18xH7 x 0 NO 1"112x26 [L] STRUT W12x40 W12x40 W12x40 1 MECH'L UNIT MAX. WEIGHT :1800# REINFORCE DECK OPENINGS PER 10/5-501, TYP. MECH'L UNIT MAX. WEIGHT =1800# H55 4x4x 14 BRACE W12x14 (2)#4 x W12 ' 14 (6) 301-6" 4 (3) — [311'-51/21 TYP. AT EXTEND BEAM 2" PAST (. LOW ROOF, U.O.N. PERP. W12 TO MAKE CONN. PER 18/5-502 , TYP. SLIDER DOOR HEAD SUPPORT PER 28/5-505 v- in TYP. AT UNITS _...W.2X50-(20)- ___--k MECH'L UNIT MAX. WEIGHT : 80G [301-11/2'] TYP. AT MEZZANINE A 1/2" W12x1cI (8) TYP. BF -3 5 T-3 CLT DECKING P NEL (NOTE 1 ON 5203) H55 OUTRIGGERS PER 23/5-504 ,11P. (E) CR055 LAMINATED TIMBER WALL PANEL PER 20/5-504 . SEE ARCH'L FOR EXTENTS 1 Mezzanine/Low Roof Framing Plan 1/8" = 1'-0" H55 8x4x1/4 [3051-51/21 H55 8x4x1/4 [308'-81/21 H55 8x4x 14 [308'-8121 TYP. THIS LINE PLAN NOTES: 1. TYPICAL DECK SLAB CONSISTS OF 2" METAL DECK IN/ 21/2" CONC. TOPPING PER 12/5-501 INSTALL ADDITIONAL REINFORCING A5 SHOWN ON DRAWINGS. 2. ROOF DECKING SHALL BE 11/2" DEEP PER 6/5-501 3. STEEL BEAMS SHALL BE SPACED EQUALLY A5 SHOWN, U.O.N. 4. SIZES OF MEMBERS OF BRACED FRAMES APPEAR ON BRACED FRAME ELEVATIONS. 5. THE GENERAL CONTRACTOR SHALL REINFORCE ALL OPENINGS AT ROOF DECKS OR COMPOSITE DECKS PER GENERAL STRUCTURAL NOTE 16. ALL OPENINGS ARE NOT BE SHOWN ON THE STRUCTURAL DRAWINGS. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS NOT SHOWN. CONTRACTOR SHALL COORDINATE OPENING DIMENSIONS AMONGST ALL TRADES, AND SUBMIT TO ENGINEER FOR REVIEW PRIOR TO FABRICATION/ERECTION. 5 3 LEGEND: / SPAN DIRECTION OF DECK SLAB OR ROOF DECK PER PLAN NOTES TOP OF SLAB ELEVATION x' -x" [x' -x"] TOP OF STEEL BEAM ELEVATION T.O. STEEL EL.: x' -x" TOP OF STEEL EQUALS BOTTOM OF METAL DECK BEAM WEB PENETRATION x"m AT CIRCULAR PENETRATIONS OR x" x x" (HEIGHT x WIDTH) AT RECTANGULAR PENETRATIONS. ±x" REFERS TO DIMENSIONS ABOVE OR BELOW BEAM TO PENETRATION. PENETRATION SHALL BE IN ACCORDANCE IN/ 3/5-502 [H] [L] RELATIVE PLACEMENT OF FRAMING MEMBER OR DETAIL CUT [H] : HIGH [L] = LOW SEISMIG FORGE RESISTING LEGEND: (SEE GENERAL STRUCTURAL NOTE 13) BF—x BRACED FRAME PER ELEVATION OF SHEET 5-601 DIAPHRAGM DIAPHRAGM AT THIS LEVEL CONSISTS OF THE FLOOR SLAB 4 ROOF DECK PER PLAN NOTE 14 2. STRUT DRAG STRUT OR CHORD COMPONENT OF THE SEISMIC FORCE RESISTING SYSTEM DIAGONAL BRACE PER PLAN HIGH LOAD CONNECTION PER 12/5-502 2 r6 & D RFI EVOEW IIIA iC. D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title MEZZANINE/LOW ROOF FRAMING -------PLAN. p I JAN 23 2015 •-•-• Tr% 11� iVI��.1t1L t S -202 Copyright© 2012 Perkins+Will 1/21/2015 9:53:08 AM D c B A 5 1 5 4 3 2 W12x26 W12x26 (N EQ. EQ. TYP. W12x26 W12x26 W12x26 W12x26 W12x26 W12x26 i— 0 B.O. ROOF DECK EL. = 3184/2" 4 1 4"4 (2) SPAN MIN. AT BUILDING PERIMETER STRUT r W10x12 -\ 9 ROOF -(O\ OPENING 4 m WSx 15 TVP. (SKYLIGF? OPENINGS (6) LOON 5 - SEE ARGH'L EXTEND BEAM 2" PAST PERP. BEAM 4 MAKE CONN. PER 18/5-502 CONN. TO COL. W12x22 WT6x25 STRUT CQ 5-0" (2)SPAN MIN. AT BUILDING PERIMETER cy PER 21/5-502 EXCEPT USE CONN. TAB PER 11/5-502 (WS CONDITION) 45x5 -716 W12x26 2x26 W12x26 W12x26 W12x26 Roof Framing Plan 1/8" = 11-0" PLAN NOTES: 1. ROOF DECKING SHALL BE 5LT3 CROSS LAMINATED TIMBER (CLT) DECKING BY STRUGTURLAM PRODUCTS LTD. OR APPROVED EQUIVALANT 4 FABRICATED IN ACCORDANCE W/ GENERAL STRUCTURAL NOTE 41. MINIMUM PANEL WIDTH SHALL BE 8'-0". FINISHED DECKING THICKNESS = 3.9 INCHES IN/ TOP AND BOTTOM LAMINATION THICKNESS =1.26 INCHES. SEE 29/5-504 FOR TYPICAL PANEL TO PANEL JOINTS PERPPENDICULAR TO SUPPORTS AND 30/5-504 WHERE PANEL 0 B:.r• , 5. F. •,'PEA .• EXPOSED SURFACES. INSTALL 1/2' PLYWOOD OVER CLT PANELS. NAIL SHEATHING AT DIAPHRAGM BOUNDARIES AND CONTINUOUS PANEL EDGES IN/ Sd @ 212'oc. NAIL AT OTHER PANEL EDGES IN/ Sd © 4"oc. NAIL PANEL TO CLT IN/ 8d @ 12"oc EA. WAY IN FIELD. 11.0 • 2. SIZES OF MEMBERS OF BRACED FRAMES APPEAR ON BRACED FRAME ELEVATIONS. 3. THE ROOF SHALL 5LOPE UNIFORMLY TO ELEVATIONS SHOWN. INTERMEDIATE ELEVATIONS SHALL BE LINEARLY INTERPOLATED. 4. SEE 29/5-505 FOR SUPPORT PLATES FOR DESIGN BUILD FALL ARREST ANCHORS PER GENERAL STRUCTURAL NOTE 12. SEE ARCHITECTURAL FOR LOCATIONS. 4 3 FALL ARREST ANCHOR SUPPORT PER 2W5-505 SEE PLAN NOTE 4 LEGEND: X SPAN DIRECTION OF ROOF DECKING PANELS (SEE PLAN NOTE 1) 7' ROOF TRUSS PER 6/5-505 CIRCULAR BEAM WEB PENETRATION CENTERED IN BEAM DEPTH (x"4) INDICATES DIAMETER) SEISMIG FORGE RESISTING LEGEND: (SEE GENERAL STRUCTURAL NOTE 13) SF -x DIAPHRAGM STRUT BRACED FRAME PER ELEVATION OF SHEET 5-601 DIAPHRAGM AT THIS LEVEL CONSISTS OF THE ROOF DECK PER PLAN NOTE 1. DRAG STRUT OR CHORD COMPONENT OF THE SEISMIC FORCE RESISTING SYSTEM HIGH LOAD CONNECTION PER 12/5-502 2 B.O. ROOF DECK EL. = 313'-l'/4' 1 b(4 alb 1 )EflllEU FE3 2015 REID MIDDLETON, INC. D c B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions B — / — #2 — — PERMIT REVISIONS — 121'-0" — DATE — — — — 12'-0" 15'-0" 13'-0" 15-0" 15-0" 15-0" 15-0" 151-0" 12'-0" / / / / / / / /. / / / -504 W12x26 W12x26 (N EQ. EQ. TYP. W12x26 W12x26 W12x26 W12x26 W12x26 W12x26 i— 0 B.O. ROOF DECK EL. = 3184/2" 4 1 4"4 (2) SPAN MIN. AT BUILDING PERIMETER STRUT r W10x12 -\ 9 ROOF -(O\ OPENING 4 m WSx 15 TVP. (SKYLIGF? OPENINGS (6) LOON 5 - SEE ARGH'L EXTEND BEAM 2" PAST PERP. BEAM 4 MAKE CONN. PER 18/5-502 CONN. TO COL. W12x22 WT6x25 STRUT CQ 5-0" (2)SPAN MIN. AT BUILDING PERIMETER cy PER 21/5-502 EXCEPT USE CONN. TAB PER 11/5-502 (WS CONDITION) 45x5 -716 W12x26 2x26 W12x26 W12x26 W12x26 Roof Framing Plan 1/8" = 11-0" PLAN NOTES: 1. ROOF DECKING SHALL BE 5LT3 CROSS LAMINATED TIMBER (CLT) DECKING BY STRUGTURLAM PRODUCTS LTD. OR APPROVED EQUIVALANT 4 FABRICATED IN ACCORDANCE W/ GENERAL STRUCTURAL NOTE 41. MINIMUM PANEL WIDTH SHALL BE 8'-0". FINISHED DECKING THICKNESS = 3.9 INCHES IN/ TOP AND BOTTOM LAMINATION THICKNESS =1.26 INCHES. SEE 29/5-504 FOR TYPICAL PANEL TO PANEL JOINTS PERPPENDICULAR TO SUPPORTS AND 30/5-504 WHERE PANEL 0 B:.r• , 5. F. •,'PEA .• EXPOSED SURFACES. INSTALL 1/2' PLYWOOD OVER CLT PANELS. NAIL SHEATHING AT DIAPHRAGM BOUNDARIES AND CONTINUOUS PANEL EDGES IN/ Sd @ 212'oc. NAIL AT OTHER PANEL EDGES IN/ Sd © 4"oc. NAIL PANEL TO CLT IN/ 8d @ 12"oc EA. WAY IN FIELD. 11.0 • 2. SIZES OF MEMBERS OF BRACED FRAMES APPEAR ON BRACED FRAME ELEVATIONS. 3. THE ROOF SHALL 5LOPE UNIFORMLY TO ELEVATIONS SHOWN. INTERMEDIATE ELEVATIONS SHALL BE LINEARLY INTERPOLATED. 4. SEE 29/5-505 FOR SUPPORT PLATES FOR DESIGN BUILD FALL ARREST ANCHORS PER GENERAL STRUCTURAL NOTE 12. SEE ARCHITECTURAL FOR LOCATIONS. 4 3 FALL ARREST ANCHOR SUPPORT PER 2W5-505 SEE PLAN NOTE 4 LEGEND: X SPAN DIRECTION OF ROOF DECKING PANELS (SEE PLAN NOTE 1) 7' ROOF TRUSS PER 6/5-505 CIRCULAR BEAM WEB PENETRATION CENTERED IN BEAM DEPTH (x"4) INDICATES DIAMETER) SEISMIG FORGE RESISTING LEGEND: (SEE GENERAL STRUCTURAL NOTE 13) SF -x DIAPHRAGM STRUT BRACED FRAME PER ELEVATION OF SHEET 5-601 DIAPHRAGM AT THIS LEVEL CONSISTS OF THE ROOF DECK PER PLAN NOTE 1. DRAG STRUT OR CHORD COMPONENT OF THE SEISMIC FORCE RESISTING SYSTEM HIGH LOAD CONNECTION PER 12/5-502 2 B.O. ROOF DECK EL. = 313'-l'/4' 1 b(4 alb 1 )EflllEU FE3 2015 REID MIDDLETON, INC. D c B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S1 1 1620-07 Drawn JZB Checked JAW Approved CGH Title ROOF FRAMING PLAN ' '''.-)--) 1 _, C ral \\/1 JJAN23 2015 i ,_! i •=Ps r.:77-6\1 n Sheet S-203 Copyright © 2012 Perkins+Will D C B A 5 4 1 3 2 1 1 2 3 4 SECOND POUR FIRST POUR << BURKE "KEYED JOINT 10/10/14 GOLD" TOPPING SLAB - STOP ALL REINF. 1" CLEAR CUT ALTERNATE W.W.M. WIRES OF JOINT EACH SIDE PROVIDE MEMBRANE OR APPROVED BOND BREAKER PER PLAN AT JOINT (CONTINUE REBAR THRU JOINT WHERE OCCURS) PROVIDE MEMBRANE OR APPROVED BOND BREAKER TO ISOLATE TOPPING SLAB FROM SLAB -ON -GRADE SLAB -ON -GRADE -0N TOPPING SLAB PER PLAN TO ISOLATE TOPPING FROM SLAB -ON -GRADE SLAB -GRADE SLAB PER PLAN PER PLAN . • . . e Ilk %% x % x x x x x x x x X % �x X X ..;00 •• •°, •.••00 it.": °So :�•0 �..'O0 ,�_ off.`_o°�o E =IIEIII_11 111IE1I1=___= I(- OR REBAR _—W.W.M. JOINTS PER PLAN VAPOR BARRIER AND COMPACTED CONTROL GRANULAR CAPILLARY BREAK MATERIAL PER SPECIFICATIONS PER PLAN AND SPECIFICATIONS CONST, LJGT/ON JO/NT CONTROL JOINT 3001 6 7 8 9 10 11 12 13 14 15 16 17 CORNER MATCH HORIZ. BARS TO REINF. CORNER CR055 (ALT. HOOKS) BARS WALL TO MATCH HORIZ. REINF. O 4— • WALL ADDITIONAL VERT. BARS OR FOOTING PER PLAN PLAN V/F.IN 3006 18 19 20 21 INFILL CONC. TO BE BASE KCAL. #4 GOL. ft. PER 12/5-302 (TYPE 11) COL. BLOCK OUT CURB 4 PER PLAN FOR COLUMN 8" FOR 2'-0" STEEL COLUMN PER PLAN (WF WHERE OCCURS) GAST AFTER PLACEMENT OF COLUMN HOOK DOWELS CENTERED ON WL. I. HORIZ. @ 12"oc 1 / 0 51 „ / 2 ADJACENT TO COLUMN HORIZ. REINF. PER 23/5-301 �� x x x x x cr x x x x x x • #4 x@ 18 oc El ► ♦�♦ / ...............:.........-..... Aop o: : ate•. • �� � o9°° • '°t . #4 1 7, /2 ISOLATION JOINT " AROUND COLUMN, �/1.' TYPICAL (1)#4 GTRD. IN SLAB, TYP. STOP SHORT OF JOINT 4 CONSTRUCTION/CONTROL So°� :' ♦ x @ 18"oc FOOTING PER P ta ;' • •gam '•o — RIGID INSULATION = — = — I I I I I '— PER ARCH L # 1= = _= z x PLAN , ;; _�. `� •e ��g� ,: el.per plan 4 x L@ 18 oc C> Zo ° • • m • • PLAN VWEIN JOINTS PER 6/5-301 3009 22 FOR GALL -OUTS IN COMMON SEE 31 15 / D \ FOR GALL -OUTS IN COMMON SEE (05 CONT. 311 DETAIL 23/5-301 At 24 DETAIL 30/5-302 / \ 23 25 26 ,�F��G� . �;� 0\,� ® ®���� °� � �� `1� 06 , 0 `�� O O�•� . Ni\CJS y 66 �Go ��`�0\[--- b 29 COL. > 1 0 I LOCATE PER ARGH'L —�,— CONCRETE �� • •• : ':> 28/5-505 BASE EXCEPT PER 12/5-302 Y2'x10"x0'-11" WALL z t Ls) IT- •' • • • .. • ' : • • n- V z 4. 7 �1I E11=n=n=n=1IE 11:=_-11=11E11 1=11=11= II.1111 =11=11=11t1111 1L 11_11 d __I o z 0Fes- v • l I I x x x x x x x x' \ry cn Q • 0 \ oii 1/21/2015 9:53:13 AM C:\Revit LoCa1\2014\Tukwila Library Structural_PJC.rvt D c B A 5 4 3 2 5 4 3 2 1 D c B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REV/EWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION B PERMIT REVISIONS 1/19/2015 STEEL COLUMN q COLUMN ��- 1 1 (��� 1 1 �,�v/%� ---- ,''', ,<'' (4)#5 EQUALLY \.,'�� SPACED (IN ADDL. TO TYP. TRANSV. ISSUE q COLUMN PER PLAN (WF WHERE OCCURS) o FOOTING TOPPING SLAB PER PLAN ARGH'L MARK SIZE REINFORGIN6 YVIDTH BOTTOM REINF. TOP REINF. BASE fE PER 24/5-603 4 30/5-603 I I 1 •\ %� BARS) U.O.N. ISOLATION JOINT BASE ft. PER 12/5-302 A 3'-0" x 3'-0" x 12" (4)#4 E.W. BOTTOM PER PLAN DEPTH LONG. TRANSV. LONG. TRANSV. (TYPE 1) [BASE t. 3'-0" 2-0" (3)#5 #5 @ 18"oc (l)#5 #5 @ 18"oG PER 22/5-301 18/5-302 AT WF COLS] It 4'-0" x 4-0" x 16 (5)#4 E.W. BOTTOM YPER II ii II iiiii II I 5'-0" 2'-6" (10)#"1 #6 @ 18"oc (6)#6 #6 @ 18"oc PER PLANT.O. I- FOOTING EL. PER PLAN I • • O ... . I mt • • 1 (6)ROWS OF (6)#4 TIES NP. AT SA. / \---� I I - - = COLUMN x x x x•x I 1 x x x x q D� COLUMN 4 FTG. STEEL COLUMN, SEE BRACED FRAME ELEVATIONS °° � ilia 1 1 6 ....../ •moo t °° oo�;A.„•800 • • • • • )ri 11 1-1 I 1-1 ' 11 I I I I I r Q Lu 0 11 • 11 • �=7=11 REINF. 1 PER 1.r 21” / II .22 / 21" 2 /'' 11 2 2 TYP. TRAN5V. BARS 0 SCHEDULE 2/5-302 TYP AT ALL BASE es 3105 2 PER 30/5-603 BASE ft. PER BRACED FRAME DETAILS 1111E111=11=11=11=111E1111 11=11=11-11 3101 3100 FOOTING SIZE PER PLAN / FOOTING 4 REINF. 28/5-302 51ZE PER SCHEDULE 5 ISOLATION JOINT PER TOPPING 22/5-301 AT COLUMN SLAB PER PLAN ARGH'L 24 7 21" 2 31'132 q COL. �� 6 2 2 TRUNCATE BASE #3 L L AT WALL WHERE fl ENDS / OPENINGS OCCURS - SEE NOTE 2 L/2 - SLAB -ON PER PLAN -GRADE -1 x EMBED - - 1 DOWELS 20" INTO FOOTING el. per plan @ 18"oc EA. SIDE. -' COLUMN TYPE 1 TYPE 11 THICKNESS SHEAR KEY WHERE OCCURS x x x x x x x x x o oho; �� o . • _.g c o 8.>�_._ . _ PER BASE fi .DETAILS SIZE L w L W TOP REINF. PER _ "' _ '`' =111911, �' ,11.111_��'-" el. 11 — IV H55 3x3 6" 15" 5" 1/211 umiak SCHEDULE -SEE - 4.guaii _ `� per plan 11 II ►- • e q" CN BASE fE DETAILS • • • • • • •, • w _�- � i H55 3/2x3/2 �� �� 6 �� 15%2 5"%2 �� FOR • LAYOUT REQUIREMENTS AT SHEAR KEYS 1 ( iII i ...., I 1 I i = tL% v m 111 11-17(t• m p °w- = Q 11 11 12 jr ! 3" 8" \ \ q%2 / /2 /2 / / / TYP. / TYP. / °- W �- H55 4x4 12" �" 16" 5" %2' \ (SHIFT TOP LONGIT. BARS TO SIDES OF Q °— TYPE 1 TYPE 11 TYPE I I AT CORNERS H55 5x5 12�� -1�, 11�� 6�, fi �2 —° .. ... KEY A5 SHOWN) 7 a: ^�ry #3 STEEL COLUMN PER PLAN I pn� v m / n \ BOT. REINF. 1'-0" / 1'-0" `�'cz BARS A5 REGD. %"x8"x1'-6" PER SCHEDULE REINF. PER 2/5-302 FOR TIE SUPPORTS PLAN q d� COL. BASE W/ BOLTS f� (6)1 %4'� ANCHOR PER 12/5-302 T.O. CONCRETE WALL r i LL OR FOOTING PER PLAN . �/4, _ - o WIDTH PER SCHEDULE 4 PLAN / 2'/2' @ 3'-0" WIDE FOOTING 6" @ 5'-0" WIDE FOOTING (4)3/4"0 ANCHOR BOLTS 11 11 q" BOLT EMBED / A 3104 (CONFIGURATION VARIES) 11ii 5105 10 DOUBLE NUT OR HEADED ANCHOR BOLT 12 '/4 T 8 STEM WALL PER 20/5-302 /� / R III 5 46/ A AT BLOGKOUT 3/4' H55 BRAGS PER PLAN 1/2' H55 1 1 3x3x'/4 x 8'-0"oc. NON -SHRINK GROUT JOINT PER 22/5-301 / �/ �� / / � GUSSET ft - TOPPING SLAB PER PLAN 4 ARGH'L WINDOW SYSTEM ° _ �I- PER ARCH L4J ° 1 1 z0 al PER PLAN COLUMN THICF. KNESS B N 6005162-43 TOP TRACK 4 ENDS OF PARTIAL SECTION EA. SIDS PER 1l/5-302 -SPLICE AT HSS HEIGHT WALLS 3' - - - / / �- - r - - _ 8° W10 3/" 10 12 = 14"5618 STUDS - i / CAP f� 16GA. TOP PER 30/5-101 • I f �. x x x x w'. I / / BOT. TRACK H55 PER 16/5-302 �/4 V I I 3/8'x5Y2'x0'-6" U°••� ° owl o° :,??"<6c) � ��go m - 1 / BLOCK-OUT STSMWALL FOR 7DIT I I I I SMBSD f� yy/ (2)ROWS OF (2) %2'� PER 24/5-101 .� PLAN I I r e1. per plan t I I CONN. DIRECTLY TO FTG. PER 20/5-302 •�� = I = IEel E z o z 1, I, rt , X 12" D2L'S @ 3"OG s u 1 '�� = IEII = B II � H • • it II ii ii x x x x • m x x iii i1 i1.' 1-, x x x x It-. 1i. _ Q STEEL COLUMN PER PLAN 0.14"� DRIVE •o I II II , ♦♦♦• �„• 11 11 u_ o i i I 1 �� 1 i �. % PINS @ 8"OG 0 0 •� • .� °° o, 11 ii I - 1° o o o .r. - - � ° In 4I ' JI�II-I E-ilj o TOP OF CONCRETE �. II 11= I I - O ° gib ”- PER PLAN SECTION IIIA' = = g O` 8 (2) ROWS OF mid' ' �., _ . �. , .. II IIIA (4)3/4"(1) BOLTS (2)#4 TIES B .► 5" 5" � Z `�' FOR GALL -OUTS 3106 1 V V 11 ANCHOR 5106 FOR GALL -OUTS IN COMMON SEE DETAIL 11/5-302 310 16 FOOTING / / / 13 4 REINF. PER 5129 IN COMMON SEE DETAIL 30/5-302 17 18 PLAN 610/5-302 14 DOUBLE NUT OR HEADED ANCHOR BOLT I� - PER PLAN / III PER PLAN WINDOW SYSTEM FOR GALL -OUTS IN COMMON SEE PER ARCM_ #4 12"oc VERT. --r-- ' __ - PER ARCH'L > yr q COL. 4 - 1-�'--r- @ # i i (2) 4 AT TOP OF WALL _T_,_T_ I � I 1 I I I I I t.o. wall el. per plan / DETAIL 24/5-302 24 EXPOSED BRACED FRAME - SES ELEVATIONS ISHALL -7H-1-- -? + ►- 1 , r- COL. '' � EXTERIOR GRADE #4 '1 EXPOSED BF COL. %2'x18" BLOGKOUT FOR COL. I I COL. PER PLAN W/ BASE ft. PER 18/5-302 I I WALL REINF. PER 24/5-302 x @ 24"oc i PER CIVIL/LANDSCAPE ' , t.o.luall el. per plan - 5 ELEVATIONS EMBED ft W/ (q) /2'�x 1'-6" I < COL. PER PLAN • • TOPPING SLAB BLOGKOUT FOR COL. NOT BE LARGER 11. .. PER PLAN ARGH'LGol. Fril " ► (2)#4 @ 12"oc D2L'SW/ STD. TOPPING SLAB PLAN & ARGH'L I 1 I 1 1 I I WALL PER REINF. 22/5-302 webs ,/4V t at cola yp. ''HOOK AT END @ 1"oc EA. WAY ISOLATION JOINT 6"PER THAN ARCHCOVER f III PER 22/5-301 / CONC. CURB PER 30/5-302 SLAB -ON -GRADE _ �, `._I -SSE ARCM.. • • I I =1 I I I I ,m� w P ILII - PER PLAN � 1-' GLR. SLAB -ON PER PLAN -GRADS • • I / flanges 546 V 4 -PER ARGH'L - • • < WALL DOES NOT OCCUR AT SIM. el. per Ian p p el. per Ian p p _ _ _ = x x • I • x x 1 x x x x xx x x = ♦♦♦♦,♦ ♦♦ 1 HORIZ. REINF. x x x x x . < DOWNTURNED 7r = I I I I I =11=11=11E1111 1= I I = I I o�°�o•' • ��o o. �+ .1. °, °. g8. PER 30/5-302 ♦ �A • ♦ ♦ ♦ ♦ WATER STOP ♦ ♦ ♦ °° c4.4 �•' % • •Do°�•.!'• • SLAB EDGE i •'4-�o ..• °• ° � 4 • z AT GOLD JOINT I _ = � ° ; . •♦ • .. %60`6 o „- � = - 1I= I= — 1, __ I 11= ;,o PER 24/5-302 #5 CONT. ■i I I _ I _ ► •` ? o PER ARCH L x x x x x x x x x • ♦ ��♦�♦ • •♦�♦�♦�♦�� o ' •-•I _ I = _I ► O go I 1 11 ISOLATION JOINT �= =o TOP BOT. = =1,.— o _ .._, • :.411; FTG. PER PLAN 11 11 \1• ��� • • •:,� �— - •_ ° el. per ' OPe2 ° S°g PER 22/5-301 ... �6g°8 11 = 1=_ _ 1► .#6 FOOTING Ii II 111 1 'P. plan I I = I = =1► 4 18"oG __ _ ' � SCHEDULE OF 6/5-302 > SCHEDULE DULS „ , = m C' v 10„ FOOTING DRAIN WHERE OCCURS PER CIVIL @ • •• 0 FOR GALL -OUTS IN COMMON SES DETAIL 30/5-302 3901 #4 x �@ 12"oG AT COL. BLOCKOUT 20 FOR GALL -OUTS FOR GALL -OUTS IN COMMON SSS DETAIL 24/5-302 3108 22 _ /T OF 6/5-302 3103 / / 3102 IN COMMON SES DETAIL 21/5-302 51 50 19 (6)#5 TOP r _ �� 3113 PER PLAN BUT. PER PLAN z-11 y 21 EQ EO.23 24 PER PLAN DIM. TO ADJACENT COL. PLAN BEYOND COL. q WINDOW SYSTEM PER ARGH'L COL. PER PLAN �� PER PLAN 5'/8" 6" STUDS PER 18/5-101 << GRID PER PLANBLOGKOUT -TJi- PER PLAN 1 CURB PER 26/5-302 FOR COLUMN 1 EXTERIOR PAVING 1 PER CIVIL/LANDSCAPE #4 T / y FACE OF FINISH x @ 18"oc IN EPDXY GROUTED HOLES �- PER ARCH L # STUDS #4 5 WI 0 0 ND W/DO R SYSTEM PER ARCH'L I -r±T_ 1 1 i 1 I I I� 6 PER 18/5-101 PER ISOLATION JOINT PER 22/5-301 IN/ BASE ft PER 12/5-302 (TYPE II) I I I 1 6" STUD WALL PER 18/5-101 36 #4 —1@ 24 IN EPDXY GROUTED I 4 x 18"oG IN EPDXY GROUTED 5 2 EXTERIOR PAYING 1 1 I DIM POINT PER ARCH L x TOPPING SLAB oc PER HOLES HOLES � / / PER CIVIL/LANDSCAPE I� { t� w a ( SEE ARGH'L FOR; FOR (2)#4 CONT. TOP - I GEOMETRY I EXTERIOR PAYING PER CIVIL/LANDSCAPE PLAN � ARGH'L E. 1 SEE ARCH'L GEOMETRY I • IIIIIE -r = 1 1 11 I I x x x x I ;IE I ♦♦♦ _ , II I 1 "- .,... Al‘' z♦z 9- '4 t �, 12 1 V I •♦♦♦ I I #4 " 0 (5)#4 CONT. HORIZ. °o`er°: #4 L °°I1. .�.gg I I GONG. WALL , I = j • (2)#4 DONT. 0 • go �� x @ 12 oG —x x x x x 11. '�= I1- I _ _ - - I h if REINF. BASE it %2'X6"x0'-8" I i. x EA. SIDS @ 18 oG �,,,i- o i �� �,=III=111= - r - BASE ft. PER 12/5-302 IIB -- �� I I PSR 30/5-302 W/ (4)ANGHOR RODS •- = . ► ='►. = I 1 _ _ �o ° 8° AT GOL. BLOGKOUT_ el. per plan ♦♦ ♦♦♦ 11 = ., ._�., ��� o�°�o;� • ��o � # =111_111_ 111= 1111E111=11=11= I1=11=11 111 oo°•_ 4 le 1 4 HORIZ. CONT. =_ = x x x x-11 rx SII, 11 _. I I- I I- • •I I- I I- I I TYPE 1 ` • I i 11 11 II I I • • PER 12/5-302 AT 3 /5 oG i� II ` I II "` ♦�♦�♦�♦�♦�♦�♦�� ►Z♦Z♦�►Z♦Zc;;+ZZ� 11 51."11 EXTERIOR I I -I I- o - A II #4 11=11 p og �. o;°°°�; 1�QQ�• _,gyp, �o°° "b: Y . 2 - � 0°6°q� GRADE PER #6 • • . ° _ ..••...41• CIVIL/LANDSCAPE �1 0 I► @ 12"oG LONG._ / _ =111=111 I = 1 • O go =1 ° TOP 4 BOT. PER PLAN /A\ @ 18"oc VERT.- - SLAB-ON-GRADS PER PLAN - °g (3)#5 CONT. #4 18"oc D `. 4 / 4 / q" 6 " q" 31 12 x _i @ FOR GALL -OUTS IN COMMON SEE EQ. E. 5151 * NOTE: OMIT CURB AT DOORWAYS FOR GALL -OUTS 4 EXTEND TOPPING SLAB TO EDGE 3900 IN GOMMON SEE DETAIL 24/5-302 OF FOUNDATION. 26 - FOR GALL-OUTSo FOR GALL -OUTS 3110 IN COMMON SEE DETAIL 30/5-302 29 RIGID INSULATION 31 PER ARCH'L 14\ b IN COMMON SEE • 31 1 1 / / .� / 27 �- DETAIL 24/5-302 #5 28 DETAIL 28/5-302 / 25 @ 12"oG TRANS TOP 4 BOT. rzat 2.1 5 4 3 2 1 D c B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REV/EWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title CONCRETE DETAILS F E 1 2 2015 D MIDDLETON, INC. Copyright© 2012 Perkins+Will 1/21/2015 9:53:09 AM C:\Revit LocalV2014\Tukwila Library Structural_PJC.rvt D c B A 5 4 3 2 5 4 3 2 1 D c B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98I 0I P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVIEWED FOR ODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila UILDING DIVISIONS NO ISSUE I DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title A TYPICAL METAL DECK DETAILS EWEIEME Liqi Rs 7/ 3 1, JAN 23 2015 - FH 2015 MIDDLETON, INC. S-501 Copyright © 2012 Perkins+Will 1. FOR HOLES 6 DIA. OR LESS, OR 6 SQUARE OR LESS : PUDDLE WELD 1. USE GAGE OF DECK PER SPAN TABLE AT LEFT, U.O.N. PER PLAN. LOCATIONS 2. DECK ATTACHMENTS AT SUPPORTS PERPENDICULAR TO DECK FLUTES: ` DECK SPAN ' // DIRECTION 5X3x Y4 NO STRENGTHENING IS REQUIRED PROVIDED THAT HOLES ARE NOT CLOSER THAN 12"oc 2. FOR HOLES GREATER THAN 6" UP TO 10" DIA. OR 10" SQUARE : Zo \ 4x3x1/4 (LLV) 1� (4)1/2"c1) EFFECTIVE PUDDLE WELDS PER SHEET AT TYPICAL SUPPORTS. •I- 4 5x3x 1/4 EACH SIDE HOLES ARE NOT CLOSER THAN 3'-0"oc 4. FOR HOLES GREATER THAN 24 DIA. OR 24 SQUARE: DI 4 5X3x Y4 I --PROVIDED o PLAN VIEW 413" MIN. 1 4 EFFECTIVE PUDDLE WELDS AT 1 S oc AT TYPICAL SUPPORTS. TYPE = A5C D6B 36 OR YERCO PLB 36, 660 4. CONNECT DECK SEAMS @ 24"oc WITH THE PUNGHLOK SYSTEM FOR VERCO DECK OR THE DELTAGRIP SYSTEM FOR ASG DECK, U.O.N. PER PLAN. GALVANIZED IN/ FOLLONY/N6 MIN. PROPERTIES: Fy = 3Sksi, PANEL WIDTH = 36" 5. DECK MUST STRICTLY MEET CRITERIA LISTED, INCLUDING ICG -ES RESEARCH REPORT ALLOWABLE 5HEAR LOADS. SUBMIT DECK ALLOWABLE SHEAR CAPACITY REQUIRED = 410 plf INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 20GA. 6. REINFORCE DECK OPENINGS PER 2/5-501 , U.O.N. DECK OPENINGS MAY #4 TRIM BAR (4 SIDES) EXTEND 2'-0" BEYOND OPENING ., SECTION B .-. GS x 11.5 TYPICAL BEAM TO BEAM CONN. Ze,0 m 10 0I>< < 1EACH 4 4 5x3x/4 typ EACH ► SIDE SIDE AIM' o %Mr PER 1S/5-502 cei x (A x 3/16 `` 3/16 -"II in 3. 3. FOR HOLES GREATER THAN 10" UP TO 24" DIA. OR 24" SQUARE : 0 0 / USE 4 2x2x3/6 ALONG (2) SIDES A5 SHOWN BELOW : METAL DECK NOTES: __IL 1. WELD DECK 2. NO REINF. REQUIRED 3. LARGER OPENINGS TO ANGLES FOR MUST Reinforcingat J W/ '/2' P PUDDLE WELDS @ 6"oc ALL SINGLE OPENINGS 6"N or 6" S. or BE COORDINATED W/ ARCHITECT $ Misc. Roof Deck SECTION L AROUND OPNG. LE55.��IIPI ENGINEER. 500 Openings 2 4 NOT BE SHOWN ON PLAN - SEE ARCH'L $ MEGH'L FOR ADDITIONAL INFO. I= 0.216 in. 3 5 = +0.235/-0.241 in. 20GA. ICI 3/Q)" GS x 11.5 SPAN DIRECTION / PUDDLE HOLE WELDS, TVP. MAIN BEAMS E >- `^ SINGLE SPAN CONDITIONS 7-0" DOUBLE OR TRIPLE SPAN CONDITIONS cf-0" 5002 Roof Deck 6 - -- PARTIAL PLAN N T 7 �1,-, " 6x6 W1.4xIN1.4 WWM 0 = m'- 1. USE GAGE OF DECK PER SPAN TABLE AT LEFT (SPAN TABLES ASSUME SHORING WILL NOT BE USED). DECK SHALL HAVE 125 P5F SUPERIMPOSED PUDDLE WELD LOAD CAPACITY. LOCATIONS 2. PROVIDE (4) Y2'c1) EFFECTIVE PUDDLE WELDS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES. PROVIDE 12"d) EFFECTIVE PUDDLE BEAM PER WHERE OCCURS EXTEND A5 OPP. NO BEAM #4 TRIM SECTION A PLAN - 4 2x2 SAME END WHERE OCCURS BAR (4 SIDES) 2 CELLS FOR G=5" TO 14" or 3 CELLS FOR G=14" TO 24" (TYP.) 1/2'4 PUDDLE WELDS @ 6"oc ALL AROUND HOLE X x -o x x x x X x x x WELDS @ 24"oc TO ALL SUPPORTS PARALLEL TO DECK FLUTES. iN jr 4 2" MIN. 3. CONNECT DECK SEAMS WITH BUTTON PUNCHES @ 36"oc. TYPE = A5C 21N OR GALVANIZED PI/ Fy- 35 ksi, PANEL WIDTH 20GA. 4. DECK MUST STRICTLY MEET CRITERIA LISTED INCLUDING IGC -ES RESEARCH 1/ERCO IN2 FORMLOK, 660 REPORT ALLOWABLE SUPERIMPOSED LOADS. SUBMIT DECK FOLLOW/NG MIN. PROPERT/E5: INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. = 36" 5. REINFORCE MISC. DECK OPENINGS PER 10/5-501 , U.O.N. DECK OPENINGS MAY NOT BE SHOWN ON PLAN - SEE ARCH'L $ MEGH'L FOR AWL INFO. 6. SEE 16/5-501 FOR CONSTRUCTION EXTEND 2'-0" BEYOND �!I MIMI OPENING. 7. area[ J sEe 3" 24" 1, 3" LOCATE GS AT FIRST LOW CONN. PER 11/5-502 JOINTS. I = .423 in. 4 5 = +.361/-.310 in. 3 20GA. MAX. SECTION MAX. MAX. MAX. FLUTE NEAREST EDGE OF OPENING A SECTION Reinforcingat Misc. Composite (WS CONDITION) B 5008DOUBLE p Slab Openings 1 0 SINGLE SPAN CONDITIONS 7-0" SPAN CONDITIONS S'-0" 5005 TRIPLE SPAN CONDITIONS q'-0" Floor Deck 12 13 14 CONSTRUCTION JOINT LOCATIONS 17 18 DECK $ TOPPING (ORIENTATION PER PLAN VARIES) TO BE DETERMINED BY SUBMIT PROPOSED LOCATIONS CONTRACTOR. TO , #4 @ 1 S"oc MECH'L UNIT - SEE GENERAL STRUCTURAL NOTE cl FOR ANCHORAGE REQUIREMENTS #3 x 7 @ 1 S"oc @ PERIMETER EPDXIED TO SLAB - 214" EMBED _ EA. WAY DECK $ TOPPING PER PLAN INSTALL PRIOR TO MECH'L �■s't, =�- PAD LAP W.W.M. #4 x 4-0" @ 1 S"oc GIRD. ON JOINT OR EXTEND REINF. PER PLAN FOR THE FULL LAP SPLICE LENGTH (WHICHEVER 15 GREATER REINF.) 5020 Construction in Topping Slabs 16 jointspp9 NOTE: FOR SEE MECH'L $ ARCH'L DRAWINGS MEGH'L PAD LOCATIONS. Housekeeping Pads P9 5049 15 19 20 21 LAY 3" 23alb -±- 1/2'(I) 1'-6" D2L'S 15"oc DECK $ TOPPING PER PLAN SHEAR CONNECTORS PER PLAN $ 2S/S-501 OUT DECK TO PROVIDE MIN. CONTACT BETWEEN FLUTE AND FLANGE DECK HIGH FLUTE AND FILLER PLATES A5 BETINEEN ADJACENT LOW OR CUT INSTALL REQUIRED LOW FLUTES x © DECK TOPPING PER PLAN (ORIENTATION VARIES) HANDRAIL PER ARCM_ WHERE OCCURS / PER PLAN or DETAILS v 4 J i- \ __ _ ---_--- 1/4' ii -H CONT. BENT PER BEAM PLAN 2" MIN. t/4 / 2-12 BEAM PER PLAN 5113 24 E DECK PERPENDICULAR DECK PARALLEL TO BEAM TO B&4M 5011 Composite Deck La out 2 2 p Y 25262 7 z 0 S" (N) STUDS EQUALLY SPACED S" 2L (MIN.) / PER PLAN 2L (MIN.) PLAN / / ` /PER / SHEAR CONNECTORS - "L"5HEAR CONNECTORS NOTIFY ENGINEER ,. 3, NOTIFY 0 n D .<t LU �" m = / MAX. / SEE PLAN FOR NUMBER OF STUDS 3 f /4 c STUDS, TVP. %PER MAX.MAX PLAN WHERE OCCURS per deck p / MAX.1FOR / PER PLAN DIRECTION IF WHERE OCCURS EXCEEDED . deck / M1 / ENGINEER FOR DIRECTION IF EXCEEDED per notes notes ail #4 #4 CONT. WHERE \ tii -_ CONT. WHERE #3 HOOKS OCCUR ' --' #3 HOOKS OCCUR DECK $ TOPPING PER PLAN DECK $ TOPPING EDGE FORM BY METAL PER PLAN - EXTEND DECK DECK SUPPLIER - TO SLAB EDGE A5 SHOWN EDGE FORM BY METAL DECK SUPPLIER (N) - TOTAL NUMBER OF STUDS PER PLAN TYPICAL. BEAM NOTES #3 SPACED X _� DESIGN SUCH THAT -.3 4s3 SPACED PER SCHEDULE BELOW* SHORING 15 NOT REQUIRED x PER SCHEDULE BELOW* D (3/4' CLR. FROM T.O. SLAB) BEAM PER PLAN BEAM PER PLAN (3/" GLR. FROM T.O. SLAB) DECK PARALLEL TO BEAM DECK PERPENDICULAR TO BEAM SPACING SCHEDULE * SPACING SCHEDULE _ REI 1. CENTER CONNECTORS OVER BEAMS AND GIRDERS TYPICAL. 2. WHERE DECK FLUTES ARE PERPENDICULAR TO BEAMS USE (2) STUDS PER FLUTE © 3"oc WHERE NUMBER OF STUDS EXCEEDS NUMBER OF FLUTES. 501,1 3. SEE GENERAL STRUCTURAL NOTES FOR STUD REQUIREMENTS. Typical Stud Distribution28 Yp L 412' OMIT #3 BARS L <_ 6" OMIT #3 BARS 4Y2" < L <_ S" 32"oc 6" < L <_ 12" 32"oc 5015 S" < L <_ 12" 24"oc 10" < L <_ 18" 24"oc *� Composite Deck Edge Form 3 0 P 5 4 3 2 1 D c B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98I 0I P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVIEWED FOR ODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila UILDING DIVISIONS NO ISSUE I DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title A TYPICAL METAL DECK DETAILS EWEIEME Liqi Rs 7/ 3 1, JAN 23 2015 - FH 2015 MIDDLETON, INC. S-501 Copyright © 2012 Perkins+Will 1/21/2015 9:53:14 AM D c B A 5 4 3 2 1 5 4 3 2 1 D c B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions ED FOR PLIANCE DVED X2015 r ukwila DIVISION A NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S1 1 1 6 2 0-07 Drawn JZB Checked JAW Approved CGH Title TYPICAL STEEL 10),..g4E-T[7. JAN 23 an IIEWE DDLETON, INC. Sheet S502 Copyright © 2012 Perkins+Will NOTES: 1. CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF ALL BEAM PENETRATIONS WITH MECHANICAL DRAWINGS. ALL PENETRATIONS LARGER 0 1" RADIUS typ• — D/3 CORNERS z > 3/b x/ 3_6 \ HOLES MAX. FACE OF SUPPORTING MEMBER 3" MAX STANDARD BEAM f/ Size Schedule M , , 1V per CONNECTION SCHEDULE 1"RADIUS CORNERS z THAN 2"c1) SHALL BE SHOWN ON SHOP DRAWINGS OR SKETCHES AND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. FIELD GUTTING NOT 3/16 V BEAM SIZE NO. OF BOLTS PLATE WELD PLAN \ MIP 1 D/3 4) HOLES MAX. v- Q PERMITTED WITHOUT APPROVAL. OPENINGS MAY OCCUR IN MIDDLE HALF OF BEAM LENGTH ONLY. m Ci N. • i2. (> _ C top $ bot. 4_ 4 ea. side (A325N) THICKNESS SIZE U.O.N. COL. PER > H55 BEAM PER PLAN t.o. beam \- 114' / I° S < @ 3"oc 4_ BEAM 512E PER PLAN WS W10 34u4) 2 14. 346 m 12' MN• SEE 1/5-502 FOR OPENINGS OUTSIDE THIS AREA. ± - I o W12, W14 3/4'cP 3 1/41 3/1 1a 1 or 25" . 3. NO GUTTING SHALL OCCUR IN TOP OR BOTTOM QUARTER OF BEAM DEPTH. Q 5" 2/3 D 5" \ 4" MIN. ° ° 0 i el. per plan 1 �4' W16 34%, 4 '/4' 3/16' �, [a _ . HOLD ..' 51 7, 4. ADJACENT OPENINGS SHALL BE SPACED AT THE LE55ER OF 12" OR 2.5x W18, W21 3/4'� 5 %4' 3/6' /°> 3 V �6 2 ea. corner 1. PENETRATIONS BEAM PENETRATION 2. EDGE OF OPENING CONNECTION SHALL eAT MAX. MEET CRITERIA DETAIL - SEE SHALL BEA MINIMUM EACH END. 3/5-502 f DOUBLER ONE NOTES 1, 3, 4, 5, AND 1 OF 16" CLEAR FROM 'r ft r8' SIDE, U.O.N. OF TYPICAL EDGE OF BEAM 5022 1 .� LARGER OPENING SIZE, EDGE TO EDGE. I / 1/4 2/3 D MAX. z 5. MAXIMUM 5IZE5 OF OPENINGS SHALL BE 0/3 4) OR D/3 x 2/3 D. SHEAR PLATE SIZE NOTES: AND BOLTS PER 1. SEE 12/5-502 FOR HIGH LOAD CONNECTIONS SCHEDULE (SEE LEGEND ON PLAN SHEETS) OR WHERE DETAILS. SPECIFICALLY NOTED ON PLAN BEAM PER PLAN -/ Q 6. NO OPENINGS SHALL OCCUR WITHIN 12" OF AN ADJACENT BEAM CONNECTION. 1. REQUIRED OPENINGS NOT MEETING ABOVE CRITERIA SHALL BE SUBMITTED . TO ENGINEER FOR REINFORCING DESIGN. 5021 3 CONN PER 22/5-502 am- 5159 4 o STD. ROUND HOLES IN PLATE, U.O.N. 5000 6 7 8 < W14 OR DEEPER INCOMING BEAM PER PLAN 1 t/4"x3" DL o m STIFF. ft EA. SIDE WHERE SUPPORTED BEAM 15 W14 OR DEEPER FACE OF SUPPORTING CONN. . PER 6/5-502 EXCEPT o z / / 3"MAX.MAXMEMBER LOAD' TYP. STIFF ft AT SIDES WHERE NO ° '-HIGH EXTEND DOWN A5 SHOWN (USE w S TYP. CONN. PER 6/5-502 v' (2) BOLTS 1- �� CONNECT/ON `- z @ (4) BOLTS @ INCOMING BEAM OCCURS VI WHERE SUPPORTING BEAM 15 ILI"' W12 OR SHALLOWER, U.O.N.) BEAM GAGE (%8'N MIN.) BEAM GAGE] (%"4' MIN.)BOLT 3"NO.OF BEAM 5/,TE SIZEWELD B PLATE THICKNESS _� - 12" BEAM PER PLAN (A325N-SC) U.O.N. (GR 50) 512E -- _ = _." W12, W14 3 , / 6 1/2" 5 „ /6 SECTION i11 1 T INCOMING r per 6/5-502 .N,�� ;z .l 1 %2' i J� 116" TYP. 1N18, W21 3/4'cp 10 1/ 2' 5/1' BEAMS /N/ STANDARD CONNECTIONS MAX. \ 0 0 0 0 @ 3 oc -� NOTES: 1. PROVIDE MINIMUM OF GLASS A FAYING SURFACE ON ft $ BEAM WEB FOR W14 OR DEEPER 2 u.o.n. 3�6 , s— _ __-- ,i._ 1/4' \ PER 12/5-502 ¶Ii \\ INSTALLATION OF SLIP CRITICAL BOLTS. _ -1�2. HIGH LOAD CONNECTION REQUIRED ONLY WHERE SPECIFICALLY NOTED ON PLAN PER SCHEDULE (GR.50) (SEE LEEND ON PLAN SHEETS) OR DETAILS. per BEARING ft.'/2' C typ• f1. size schedule STEEL COLUMN TYP. STIFF ft. AT SIDES WHERE NO PER PLAN > < per f . THICKNESS 4 BOLTING PER I► I► INCOMING BEAM OCCURS SECT/ON _mom I 12/5-502 (USE TYP. CONN. PER 12/5-502 WHERE SUPPORTING INHERE BEAM BEAM 15 W12 OR SHALLOWER, U.O.N.) 2 AT INCOMING STOPS INHERE R B M E E B`�` CONT/NUOUSPER 5009 10 o-0 SLIP CRITICAL BOLTS SCHEDULE IN 5001 STD. ROUND HOLES 12 13 f to COI. i► • BEAM $ COL. �I per 6/5-502 \ (per 12/5-502 at r high load re"x3/2"xo'-7" conns.) ft W/ (2) 34%) BOLTS @ 3"oc PLAN -502 BEAM PER BEAM BOTH SIDES < pperer 6255 502 at WHERE OCCURS 5/6 w6' stiff. 5 �6 w. stiff. fi' to col. =COL. q, U.O.N. — r high load conns.) g �' `, ' �' 0 STEEL COLUMN PER PLAN (SECTION 1 NP. �,; �� BEAM =COL. q, U.O.N.BEAM 1 TIE WS or W10 BEAM , 1: 2 PER PLAN i __, `, i ° _, `; 1 BEARING f '/2' /4 , .1► El m_ �_ PLAN Y/EPV �� PLAN VIEPY \ ° I 0 �,� I 5/16 1 shear I. to stiff. f shear ft. to stiff. f top bot. T(P)=R -- PER 6/5-502 12/5-502 '� ---5-- -=� -- - AT _ top $ bot. - size per r r 6/5-502 or 12/5-502 FACE 4 - size r 6/5-502 or 12/5-502 OF SUPPORTING WHERE HIGH INDICATED LOAD CONNS. PER PLAN BEAM PER PLAN BEAM PER PLAN (4) BOLTS BEAM GAGE (5/8"c1) MIN.) OR DETAILS) `-"� TYPICAL. IVB 41 INlO BEAMS (H55 WHERE OCCURS) it SIZE 4 BOLTING PER 6/5-502 (PER 12/5-502 WHERE HIGH SFGT/ON 16 GAPS%2',U.O.N. FACE OF SUPPORTING ____i__;/ MEMBER PER 6/5-502 OR 12/5-502 MEMBER PER 6/5-502 Y2' '/4'LOAD CONNS. INDICATED ' 0 11 ° 1 0 01 001 PER PLAN OR DETAILS) STIFFENER ft. (GR. 50) AT 3/" /6 > <b05. CONN. PER DETAILS AT RIGHT PLAN ft. SIZE 4 BOLTING PER 6/5-502 (PER 12/5-502 AT HIGH LOAD CONNS. WHERE INDICATED5016 PER PLAN OR DETAILS) PLAN SHEAR ft's, ft (GR. 50) SHEAR ff.'s, TOP 4 BOT. f� SIZE 4 BOLTING PER 6/5-502 AT Vis' -, ~ ~ 50.1,3 50.12 / 17 18 8 0 0' VIEW 0 0� VIEW o 19 1/2' Y2" o 0 o 0 .. 0 J 0 0 0 0 0 0 J V o 0 ° GAP ft. AT TOP OF COLUMNS, U.O.N. BEAM BOTH SIDES OCCURS 4_ per 6/5-502 (per 12/5-502 at 6/5-502 STIFFENER per 6/5-502 > < per „..--t•---....,WHERE f1? PER high load conns.) DETAILS AT RIGHT > < (per 12/5-502 at high load conns.) 4" WHEN q1/2' < bf <_ 111/2" 1�— STIFFENER fI. 3/" (GR. 50), 5" WHEN 111/2' < bf <_ 131/2' 6" WHEN bf > 131/2' k ' bf TOP $ BOT. bf +0 � , `i 0 _0 ° °0 0 0 `, 0 �,J AT TOP OF COLUMNS f ELEVATION HIGH LOAD GONNEGT/ONS $ STANDARD ELEVATION GONNEGT/ONS it AT HIGH LOAD CONNECTIONS (OMIT WHERE H55 NOMINAL =- CONN. PER 6/5-502 WHERE OCCURS BEAM PER PLAN fl. SIZE 4 BOLTING WALL THICKNESS EV\ EXCEEDS %")REV • CODE CO` STANDARD CONNECT/ONS IN/ bf s 9 . " JY/ bP ? 9 J" IPPR 5026 21 STEEL COLUMN , PER PLAN OR BRACED FRAME ELEVATION PER 6/5-502 (PER 12/5-502 WHERE HIGH LOAD CONKS. INDICATED PER PLAN OR DETAILS) per 12/5-502 i > APR 0 • City of BUILDING 5024 22 PLAN YIEW CAP f .14" AT TOP OF COLUMNS, U.O.N. 25 26 27 NOTE: OFFSET BOLTS VERTICALLY A5 REQ'D WHERE H55 OCCURS ON TWO ADJACENT SIDES OF COL. OR WHERE BEAM CONN. PER 30/5-502 OCCURS ON OPP. SIDE .I yr HIGH LOAD CONN. PER 12/5-502 WHERE INDICATED ON PLAN OR DETAILS (SEE DETAIL AT LEFT I� ft SIZE 4 BOLTING PER 6/5-502 , U.O.N. per 6/5-502 < STRUT BEAM PER PLAN, I I 1 WHERE HIGH LOAD CONNS. 12/5-502 > at standard conns. EA. SIDE 1 > < per OCCUR ON OPPOSITE SIDES OF COL.) BEAM PER PLAN STEEL COLUMN PER PLAN %4' 1 f V0 '� -. = `�-� ) CAP f . AT TOP OF COLUMNS 0 . 110 0 1 ' PLAN YIEW 4 o . I o °,I 1 11 1l0 o 0 , ° 0 0 0 0 ° 1 0 1 0 I ° 4- °;. I• -.i �' • lk _Aa II. -J 0 1 ° ° ,,iik' 1 ii \ 1 I o '— 3�6 alt. conn. if oversized MEMBER EACH SIDE WHERE OCCURS 14"x (4) < STEEL COLUMN KERF f SIZE BOLTING i 1 PER PLAN STEEL COLUMN D PER HIGH LOAD CONN. bolt holes are used ft H55 WIDTH W/ 3i" 4' A301 BOLTS 3oc " SCHEDULE OF 12/5-502 Li< PER PLAN ft. PER PLAN VIEW F E F for erection adjustment 3 or if bolts conflict w/ � placement 'I @ ((2) BOLTS AT q COL. FOR <_ 5" MEMBERS) 5028 28 b(3.%0window ?WERE HIGH LOAD CONNS OCCUR ON REID M OPPO5/TE 51.0E5 OF AN H55 OR PIPE COL. TYP/GAL 3018 30 5 4 3 2 1 D c B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions ED FOR PLIANCE DVED X2015 r ukwila DIVISION A NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S1 1 1 6 2 0-07 Drawn JZB Checked JAW Approved CGH Title TYPICAL STEEL 10),..g4E-T[7. JAN 23 an IIEWE DDLETON, INC. Sheet S502 Copyright © 2012 Perkins+Will D c B 5 1 4 1 3 1 2 A PER PLAN el. per plan III PER PLAN q r r BEAMIII "7BEAM PER PLAN 10/10/14 PER PLAN ISSUE LOUVER PER ARCH L - CONN. TO STRUCTURE PER MFR. -7-4(-7- BEAM PER PLAN ROOF DECK PER PLAN (2) 6005162-43 BOX STUDS PER 22/5-101 G _ LIP PER 24/5 701 EA. SIDE . f yl CONN. PER 18/5-502 AT INCOMING BEAMS PER PLAN 2" 4 6x4x /2 (LLV) CONT. W/ VERT. SHORT SLOTTED HOLES FOR BOLTS 5-1.1-1../-1..r—,L= BENT e- SEE ARCH'L STUDS PER 30/5-101 H55 PER 22/5-503 r< WINDOW SYSTEM _ I I 1 'r VERTICLIP 5LB600 5-418 STUDS PER 30/5-101 el. per arch'I PER ARCH'L DECK EDGE PER 24/5-501 -L-- BY THE STEEL NETWORK// t.o. beam t.o. slab f EA. SIDE W/ (2)#12 16GA. TOP 4 BOT. TRACK PER 24/5-101 III 25-418 f el.per Ian — — — — R- SCREWS (SUPPLIED BY , �� deck o ° _ el. per plan p x x � THE STEEL NETWORK) $ (2)0.14") KNURLED DRIVE PINS TO BENT fE per notes t.o. beam �i4 2-12 t.o. beam Y4 V 2-12 I ' 11 ' t.o. beam el. per plan 1 �, 2 T-Iiiiiiii,-- el. per plan A BEAM PER PLAN ~~ COL. PER PLAN �- CONN. CONN. PER 10/5-502 COL. PER PLANSHORT 3/" —1412 el. per plan CLIP PER 24/5-101 GAP TO ACCOMMODATE BENT ft x 3 8 = YV / BOLTS @ 18 oc •-,N ' el. per 1 6005162-43 AT rch'I 1----1 ALT. STUDS ROOF DECK BEAM PER PLAN 1 _J� PER PLAN EA. SIDE 'i2' DEFLECTION OF � el. per arch'I INSTALLED FINGER TIGHT BEAM PER PLAN - -, STRUCTURE I I AT TOP OF VERT. ORIENTED HOLES LOCKING BUILT UP SECTION PER SILL CONDITION OF "HEADER B" PER 16/5-101 - FRAME -1-- CONTINUOUS TO GRID B WINDOW SYSTEM -- - PER ARGH'L 51 ,.I.3 1 ` CLIP PER 24/5-101 EA. STUD 1W/ • • I • < 5-618 STUDS PER 30/5-101 , TYP. PER 30/5-502 PER PLAN u 51 "I' 1 1'-1" I 1 I % (3)#10 SCREWS, TVP. FOR CALL -OUTS IN COMMON SEE -, 51 5-618 STUDS PER 30/5-101 51 i 2 EAST OF GRID B / 2'-10" /// DETAIL 10/5-503 4, 5 PER / � DECK EDGE 7 a 0 --7"4p-T- 114" 1 WINDOW SYSTEM PER ARCH'L PER PLAN / 0 / PER 111 1„ `' DECK $ TOPPING PER PLAN PLAN �'x •1 : I / ix PER 24/5-501 4 1� 14GA. x 2 f x x x0'_4" W/ (4)110 PLAN 4 3x3x'/4 @ 6'-0"oc x ` 1.. SCREWS TO STUD BEAM 1 " H55 „, -r (3)0.14"4) DRIVE PINS TO BENT e51105H55 CONT. 16GA. TOP �� bx4x'/4 (LLH) GOVT. ROOF DECK PER PLAN t.o. beam BENT e- SEE ARCH'L HSS BEAM PER PLAN GAP fE'/4' PER 22/5-503— AT BEAMS 1 5-418 55 PER 30/5-101 GOVT. H55 6x4x%4 el. per plan .., ROOF DECK EA. SIDE — WHERE OCCURS %� �� � ROOF DECK PER PLAN t.o. beam ; $ BOT. TRACK ---��— I BENT � SEE L el. per planZQ c" GAP TO ACCOMMODATE l Y2' DEFLECTION OF BEAM PER PLAN I l I PER 24/5-101 ,TVP. 1 � - ARCH %4'x10"x1'-0" W/ (4) � � I STRUCTUREII ��1 f�. � BEAM PER PLAN > I CLIP PER 24/5-101 -P,.I► - BOLTS - SPACE BOLTS 6" VERTICALLY u J f r ^ an MIMIu J 1 16GA TRACK PER 12/5-101 SOFFIT FRAMING PER ARGH'LEA.STUD el. per plan FA DW/ (2)#10 TO STUD $ (2)0.144) DRIVE PINS TO BEAM _ _+ _ r �ADE� ECTION OFACCOMMODATE/It SUCTURE - SEE ARGH'L FOR JOINT SIZE _ \\11 5-618 5T105 @ 16 oc BEAM PER PLAN 3/1b PLAN �i H55 BEAM PER PLAN 5138 3 �b < STUD WALL PER DETAILS 3�b V TOP BOT. TRACK 51 31 9 PER 24/5-101 OF LEVEL BELOW 512 6 10 WINDOW 5Y5 PER ARGH'L - STUDS BELOW WHERE OCCURS 5112 12 FOR GALL -OUTS IN COMMON SEE DETAIL 10/5-503 51 %E o 11 13 ROOF Y2' BREAK Vx3,/2'x0'-6" e to a '/4 fF F �„I !. \ THERMAL MATERIAL PER GENERAL STRUCTURAL NOTE # 38 DECK PER PLAN � elr.� ill NW H55 PER PLAN per deck notes> ROOF DECK PER PLAN t.o. beam 14 , IL 14 SECT/ON DIM. TO A DJACENT 1. (EA. SIDE WHERE OCCURS) '/4 , BEAM PER PLAN, TVP. =,,., `y ;��, 3/„ 1�. _ �; TOP $ BOT. TRACK PER 24/5-101 ,1 -< 5 618 STUDS PER 30/5-101 el.per plan 13 /yam PER PLAN GRID PER PLAN ° ° i 1 el. per plan BEAM PER PLAN III f� 8x3 x0-6 EA. SIDE I. top $ bot. liiili� ,i (U ._10,I. 4. !. e Y2"x6"x1'-0" (GR.50) z / flange top 4 bot. BEAM PER PLAN I GAP TO ACCOMMODATE I- I I W/ (4)V4) BOLTS @ 3"oc .._1(N.._1(N, e /8'X12"x1'-8Y2" (GR.50) r flange GAP TO ACCOMMODATE I 1 BEAM PER PLAN I ° ° CONN. PER 18/5-502 TRACK PER 24/5-101 PER DETAILS �� Y2' DEFLECTION OF STRUCTURE ____ el. per plan W/ (4)Y8'� BOLTS @ 6"oc - �.ry I l 6x4x3i � THERMAL BREAK Y2' DEFLECTION OF —1_�1— STRUCTURE WINDOW SYSTEM PER ARGH'L 513 15 4 a 6�� I CONN. W10 CONDITION I W18 T01^114 CONDITION I W/ (2)%"4' BOLTS @ 3"oc (BOLT TO PER 11/5-503 5133 Thermal 5132 Break Isolation 17 STUDS BELOW 51-13 14 COL. WHERE OCCURS) SECTION - -'� 11 WINDOW SYSTEM _ PER ARGH'L 18 19 BEAM < (3) SPLICE TRACK AT Jr--- 0 COL. PER PLAN COL. III q e Y4' q H55 WHERE REGD. �� WELD PER 18/5-302 , CAP q BEAM �' el. per arch'I sides /b > STIFF fE 3/8'x6" BEARING TVP. 5 „ WELD PER 18/5-302 5 „ _ „ ft. /8x11 x0 11 ,TVP. BEARING fE /8 xq x0 -11 BOTH SIDESAT WHERE OCCURS 1 c• 5 1, (4)/BOLTS BEAM GAE CONN. PER II @ 5/ 6/5-502 t.o. beam `-----� 1 I 1 COL. PFR PLAN -—------------------— 77 TRACK PER EXT. 11BEAM CONN. PER 6/5-5025 INCOMING BEAMS WHERE OCCURS (4)/8 N BEAMw BOLTS @ 5/ t.o. beam °11 �r 4" MAX FROM T.O. DETAILS (1A. MIN.) xx3 H55 TO T.O. WALL o SIDE OF FREE ENDS OF WALLS @ 8 -0 OG MAX. U.O.N. 1 u- iv I I 0- 4 11 1 < STUD H55 PINS EA. W/ 0.14") DRIVE OR #10 SELF- , \ BEAM CONN. PER 18/5-502 ° 1 • \ 1 /4 (4) 4 %8'x6"x1'-0" sides total el. per plan l , i r ° ° el. per plan I STUD WALL PER > EXT. DETAILS 11 t 11 4 11 TAPPING @ 6"oc SCREWS TO H55 Y4 >/4 I V\t,_k_b___1, I , 1 1 �1 �1-' , , �� , i, q BRACE \ \ t.o. beam + .�1 1 1 STIFF. fE /2 x /2 (3)sides + STIFF It. Y2' x Y2 FLANGE WIDTH EA. SIDE 5/b BRACE PLAN el. per plan [ PER BEAM PER PLAN 1 BEAM PER PLAN FLANGE WIDTH EA. SIDE BEAM PER PLAN, 5160 TVP. 20 5FGTION ELEVATION HSS Parapet Su p 5130 pp orts 2 2 BEAM PER PLAN, TVP. 511 s 23 (3)sides % 5/b V 4 COL. PER LEVEL 5119 —� BELOW 24 q FRAMING - GRID 27 PER PLAN PER PLAN HIGH LOAD KERF CONN. PER 30/5-502 (CONN. PER .5126 AT SIM.) q COL. 1 , BEAM PER PLAN per deck notes ROOF DECK PER PLAN WHERE OCCURS ., per ROOF DECK 5- PER PLAN 7-7, \ / / 1 deck notes BEAM PER PLAN 1 .. 2 2" I ti --„0 EDGE OF SLAB j� I I BEAM PER PLAN CONN. PER 11/5-503 q BEAM �` 0 0 1 yip. BEAM DOES NOT OCCUR AT SIM. \'' II II ► •, fE Y4'x6"x0'-1" r _J._ (3) sides> o o \ _ 3/b 5/6'x4"x1'-2" � �r _____4-- GAP TO ACCOMMODATE Y2' DEFLECTION OF / \ / \ L — �, - 7 - I I--r-� 1 II o 11 ° f� W/ (2)344"N BOLTS @ 3"oc KERF ft. Y2"X10"x0'-10" i/ , /4 L� F o o el. per plan / r rE 1 >� 1 r...._........_, 10/5-502 II 11 STRUCTURE r_ -,__I -I — BEAM PER PLAN DUCT PER MECH'L BEAM PER PLAN '► Y 4 // 1 u 8 / STUDS PER DETAILS OF LEVEL BELOWFOR 16GA. TRACK PER 12/5-101 / j/ MAX. / / R E I D fltl I I SOFFIT FRAMING CONCEALED E DUCT PER ARCH'L 5153 26 WHERE OCCURS 3/1b __II PER PLAN H55 BRACE PER PLAN • //// '1/A\ -� GOL. PER PLAN 5154 2 �' �' PLAN 5149 28 COL. PER PLAN - CONN. TO BEAM PER 10/5-502 '� 5164 29 . BRACE LC 5120 30 5 4 3 2 D c B PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title FRAi1�ING _D_ETAILS Em II )) cel_ii: 7 2015 DLETON, INC.- 5 NC. Sheet S -503 Copyright © 2012 Perkins+Will D c B A 5 4 3 2 1 2 3 14' COL. BEAM PPR PLAN BEAM PER PLAN OR BRACED FRAME ELEVATION W/ SEAM BEAM PER PLAN � MAX. KERF ft. %"x12" W/ (3)3/4' SLOPE VARIES PER GOL. BEAM PER PLAN GAP fP AT TOP OF COL. U.O.N. KERF fi CONN. PER 6/5-504 ROOF SHEATHING NAILER PER 26/5-504 STIFF. A301 BOLTS @ 3"oc COUNTERSINK BOLT HEADS PLAN (OPE. SLOPE AT 51M.) ROOF SHEATHING DECKING PER PLAN SLOPE VARIES PER PLAN (OPE. SLOPE DECKING PER PLAN I EA. SIDE PER 10/5-502 ROOF SHEATHING 4 DECKING PER PLAN A5 REGD. IN EXTERIOR WALLS SLOPE VARIES L 4—PER PLAN (OPP. AT 51M.) 4,aint AT 51M.) I ° _ 0_ 0 9 w 2 _- 9 BEAM PER PLAN W/ NAILER PER 28/5-504 s ° Y2' • 1/4 GAP i. PER 21/5-502 9 CONN. PER 30/5-502 BEARING fP CONN. STIFF fF " BEAM PER PLAN IV NAILER PER 25/5-504 34"x5" COL. PER PLAN (SCOFFS AT 51M.) PER 6/5-504 COL. PER PLAN 6" 1 BEARING It - DAP INTO BEAM OR BRACED FRAME ELEVATION 14 1/4 STD. VERT. SHORT FOR GALL-OUTSo/ 516 6 �'a 5 1 Y2' SLOTTED HOLES I 51 1 6 IN COMMON SEE DETAIL 5/5-504 /E\ 4 '' 5 f1?. x BEARING i WIDTH x KERF f?. HEIGHT KERF ftO NOT SLOT BOD . OLE B SECTION 3/8'x10"x1'-6" 0 BEAM PER PLAN 1 ° °(2)3/4"(1)3/8'4 HORIZ. LEG OF BEAM PER PLAN 5/8"P LAG SCREWS it W/ (3) 3/4cP BOLTS , 2 INT PER PLAN WT PER PLAN @ 6"oc // /s COPE FLANGE A5 PER A�'ry REX. FOR CONN. BEAM PER PLAN LAG SCREW @ 12"oc (EMBED 3") @ 15 oc EA. SIDE — — —� 1 � it / x4 W/ 4 BOLTS @ 3"oc /6 — — 0 0 � �� - STAGGER ROWS 6" � - STAGGER ROWS q° __ _-___ I .,__-� -- �___ _-_ _ t...._... = ao 1 ' 1 1 1 1 1 i 1 1 / on ® I I ROOF SHEATHING 4 DECKING PER PLAN A ROOF SHEATHING 4 t ROOF SHEATHING 4 DECKINGR PLAN TRUSS 3/e DECKING PER PLAN PLAN 1 I W/ ROOF SHEATHING 4 DECKING PER PLAN NAILER 4 CONN.J` PER 26/5-504 j SFGT/ON 1 4 PER PLAN 1 i STUDS PER 25/5-504 1 ' , 1 1 I 411/1" '' -< BF AND CONN. I PER ELEVATION AND 10/5-W2 4 28/5-W2 1-0 /15\ 8 OR TOP CHORD BEAM PER PLAN BEAM PER PER PLAN 51 69 B 9 5100 B 12 FOR GALL -OUTS IN COMMON 5EE DETAIL 1S/5-504 5168 /B\ 10 5101 /3 11 CONN. .-ICV 11,, 2 2X RIM PER PLAN ARCM_ - 5EE III PER PLAN 1111 PER PLAN C PER PLAN 3/8' 3/44) 0 ft W/ (6) BOLTS `V 1 ° ° ROOF SHEATHING 4 FRAMING CONN. PER 30/5-504 4x BEAM PER PLAN (BEYOND) 6, 5 ° /6 GOL. PER PLAN DECKING PER PLAN PPR BEVELED PLATE RIPPED TO MATCH b.o. deck J L q COL. PLAN ►�• FLANGE WIDTH DIAPHRAGM BOUNDARY NAILING CONN. PER ROOF SHEATHING DECKING 30/5-504 PER PLAN PHRAGM DARY /ILING PER 12/5-502 , TVP. BEAM SFGT/ON el. per plan —_ _ I— =-.„....- =_- -.---_ — _ — — - . _ ..-_,--- — — ------_ _ _ — — __ I I I BEAM CONN. TO COL. 0 PER PLAN • GOL. CONTINUES WHERE OCCURS I I PER 23/5-504 CONN. PER 28/5-502 4i r=4] 5LT-3 GLT WALL PANEL - _ _ - __ b.o. deck m ; GAP rJ"`_ — r - q COL GRID WHERE OCCURS y r%" —BEAM OPE. SIDE WHERE OCCURS r I arm ____ I 1f5EE ARGH'L FOR EXTENTS el. per plan NO PER 101 NAILER 4 CONN. PER 18/5-504 cn SHORE PRIOR OF AS READ. TO INSTALL WF ABOVE1 GAP TO ACCOMODATE BEAM PER SECTION �__ORIENT I OUTER 1 (LAMINATIONS VERT. NAILER CONN. PER 28/5-504 3/" DEFLECTION OF STRUCTURE 1 1' "SIM." 1 /2 GAP AT i i 1 EXCEPT USE 4GA,TRACK #10 .� ._. _. 1 1 PLAN I I I I 1 1 1 11 11 II II I BEAM PER PLAN 1 1 1 F ,_ _ I -01 0 0 I W/ STUDS 1 1 1 < �� SCREWS 12 oc ` BEAM PER PLAN OR BRACED FRAME 3/4' 14 e 14' TO BEAM PER PLAN GAP FOR DEFLECTION OF `� ° ELEVATION BEAM PER PLAN L� WINDOW SYSTEM PER ARGH'L F 1/2'x" 1-10 MATCH it OPE. SIDE PER 28/5-504 , STUDS PER DETAILS OF LEVEL BELS 5 I oa /3\ 18 t / / �/ � I COL. FOR GALL -OUTS IN COMMON SPE DETAIL 11/5 -504 -1—► -1- STRUCTURE 5115 FOR GALL -OUTS 1 1 I. 5111 /--- 1 " 5165 %8'x5"x0'-q/2 IN COMMON 5EE DETAIL 11/5-504 - `--- - /,\ 16 _±_.,4 1- 17 \ fF YV (4)3/„, 1 14 V BOLTS @ 4"oc B15 B I PER PLAN 11 q SLOPING COLUMN BEYOND ela .21/5-504 p 1-5, o p Ian 4” 5TUD5 FRAMING PPR META1 PER 30/5-101 FOR SUPPORT PANEL - SEE FOR GALL -OUTS IN COMMON 5EE DETAIL 24/5-504 el. per archil 1/4 ' COL. PER PLAN CONN. PER (PER BRACED FRAME ELEV. WHERE i // / OCCURS) i / /� BRACE 30/5-503 ft 1 ` 3/1 , b 1 4 2X2x /4 - COPE NP. VERT. LEG AT WT FLANGE GAP fP 14 COL. PER PLAN s ROOF SHEATHING DECKING PER PLAN DIAPHRAGM BOUNDARY NAILING BOLTS / / / PER PLAN : �_ ,_ el. per arch SX4x /8 PLAN - __ - -H55 ELEVATION 11-- ___________ _ARGH'L --1)- 1 FOR LOCATIONS %"xl"xO'-S" fP W/ A301 BOLTSIr , ,� ° °=INSTALL BEAM PER PLAN ..(2)3/44' �- .:IL__ PANEL PER I1 L I • ,1 ARCH L_I �� 1/4 1I AP TO ACCOMMODATE 12' DEFLECTION OF STRUCTURE INSTALL iOF YPRT. OVERSIZED4� i' SHORT SLOTTED 2 r� (V 5 u IN CENTER HOLES sx1-0 " 114 I @5"oG m ° ° 1N.P. �I BEAM -- H55 PER PLAN I el. per archil _ _ ' ---- _ — —• WALL BFNT f� /b x AT WALL ENDS 4 36"oc 5 I GIP LB400 1 -4---' I PANEL PER 14/5-504 - NOTCH OUTER A5 REGD. FOR CONN. W/ (2)72'4' LAG SCREWS @ S"oc EA. LEG (EMBED 234") 5161 B19 20 4 6x4x (LCV) 1' BY THE STEEL EA. STUD W/ (4) W/ CLIP) NETWORK #12 SCREWS TO STUD t�`- 16 GAGE PER 24/5-101 BOT. TRACK PER PLAN CONN. PER 28/5-602 /� AT BRACED FRAMES / P� \ H55 BOTH SIDE5 0 5/6 I AT WT HANGERS �I WT 3x6 HANGERS 11 W/ (2)1!2'N BOLTS ''' %2'� TO 1�. 5EE ARGH'L (3) Sides 3 (/�(SUPPLIED (WHERE OCCURS) GAP l j4 CFL STUD III ii 2" FOR LOCATIONS 4 (3) 0.14" 7 DRIVE TO H55 PINS WINDOW ARCH'L WHERE SYSTEM PER - STUDS CONTINUE OCCURS 5109 24 5175 PLAN {P 5110 23 NOTE: fi5146 SHALL DE AE55.EXPOSEELEVATION I I 21 25 4 Kral BEAM Y2"1) Y2' ROOF SHEATHING 4 DECKING PER PLAN 1/4'N x 1" SELF -TAPPING A5WOOD WS PFR GENERAL STRUCTUL NOTES @ 12"oSCREc STAGRAGERED SCREWS PER 30/5-504 EXCEPT @ 4"oc AT BF'S 4 STRUTS TYP. EA. SIDE OF PANEL JOINT DECKING JOINT OVER BEAM CONN. 74'4' (2)R01^15 OF LAG SCREWS AT DECKING SPLICE JOINT#10 Y2' 1" PLYWOOD CONT. x 6.. WOOD 3 SELF -TAPPING SCREWS T FFP PER 30/5-504 WHERE OCCURS el. varies CPL (COUNTERSINK STUDS @ 12"oc NUTS) STRUT PER PLAN BEAM GAGE/ 12"oc (EMBED 23/4") IN DECKING _ STAGGER ROWS ROOF SHEATHING 4 DECKING PER PLAN 121 B\ 27 / STAGGERED �!" x 1" SELF -TAPPING ASSY WOOD SCREN5 GENERAL STRUGTU NOTES @ 12"oc [ per plan �- �4al rr "' �"— BEVELED 4x6 NAILER CONT. 4X6 NAILER BEAM PER PLAN OR BRACED RIPPED TO MATCH ROOF SHEATHING 4 4.0 DECKING PER PLAN 3 21 0 Decking Typical Panel To Panel Con /5\ 510 29 FRAME ELEVATION FLANGE WIDTH BEAM PER PLAN BRACED REID OR FRAME ELEVATION (UR5P5 �� GRHORDS) 51 03 FOR GALL -OUTS 5969 IN COMMON 5EE DETAIL 2S/5-504 /B\ 2 6 FOR CALL -OUTS 5104 IN COMMON SEE DETAIL 30/5-504 28 TW. DECKING OVER BEAM CONN. 3 V 5 4 1 3 2 D c B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title FRAMING DETAILS UMNE r r- 2015 IDDLETON, INC. JAN 23 211 --rcJlj1 If,m SheetLu. S -504 Copyright © 2012 Perkins+Will 1/21/2015 9:53:19 AM C:\Revit Local\2014\Tukwila Library Structural_PJC.rvt c B A 5 4 3 2 5 4 3 2 1 D c B PERKINS -I-WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION B PERMIT REVISIONS 1/19/2015 #2 F 12/5-505 B PERMIT REVISIONS 24'-0" NO ISSUE DATE q/5-505GL 83/4x28'/2 CAMBER = Y2' �0� t�, i'1\ 3s�) 'Ise Qtc, 2'� �5�� COL. PER PLAN Q ' ' (Fy=100 K51 2110 A514 f6OD b (Fy=100 KSI) COL. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AT MIDPOINT OF TENSION RODS PER PLAN TO PREVENT BENDING OR SAGGING. BRACING SHALL REMAIN IN PLACE UNTIL ALL ROOF ti 18/5-505 MATERIALS AND GREEN ROOF SUPPORTED BY THE TRUSS HAVE BEEN INSTALLED. NOTE: 1. TRUSS SHALL BE SHOP FABRICATED AND SHIPPED PRE -ASSEMBLED. 2. EXPOSED STEEL SHALL BE AE55 PER GENERAL STRUCTURAL NOTE #30. Truss Elevation 6700 6 7 Q („) BEAM PER 4111 FOR GALL -OUTS IN COMMON SEE 1'-4 2" b.o. roof deck DETAIL 12/5-505 PLAN W/ GONN'S PER b.o. roof deck 12/5-504 $11/5-504 el. per plan PFR 15/5-504 q SLOPING,, COL. PER PLAN j =-- W P I\. 1"1.P.IIi�� I\ ®� ___ III6' elevation per plan (3/14"(1) BOLTS @ 12"oc _ r---' __ _____. __ • ---'; BEARING It.'/4x6"x1'-2" __.. (GR.50) - DAP INTO ROOF SHEATHING $ SECTION .-t END OF TOP CHORD DECKING PER PLAN TRUSS TOP CHORD PER ELEVATION _ -- I — I BEARING ft /2'x41/8'x0'-1Y2' (GR.50) - DAP INTO in t SHIM GAP WINDOW PER ARCH'L BOTTOM OF TOP CHORD 3/e s (4) / "� BOLTS /8 @ 12"oc GAP w.P. 1 f 1 I q TOP CHORD r 34 / —_— "— _ - W.P. cpi i - --- 11-.0" %8 � 3 �� 13/"X3Y"x0'-8" __-�- - (GR.50) EA. SIDE _-- �! 512 3 -' _Appir' SECTION '�r > `l <grind smooth i� 3/6 V _� KERF Y2' WL. PER ` ` I (GR.50) I. NOTCHED AROUND PLAN 3 /8 - „ 1 0 14 -\ - COL. PER PLAN TENSION ROD SEE � r /4 D MIN• ARGH'L FOR It / \ 5122 A (, 3/4' I I (GR.50) WN Y NOT._1.+J__12 BOTTOM CHORD / \ `J 5EG770N PER ELEVATION 1 14 15 1 "4"(1) q CONN. x 8" LAG SCREWS DIM. TO GRID TOP CHORD ELEVATION @ 12"oc (MAX.) PER ELEVATION EQ. SPACED BIM WEB MEMBERS 3/8'x6/2' • PER W.P. %.__.-------- �. •-1 (4)3/"� S" LAG �,rn w.P. rn /11 '1 rn / -y r' 4" " x x SCREWS AT 4"/3Y2"oc ,, 4" ,' —I1 1" -rp - PREDRILL TO AVOID / / 1 7/,/ full depth o / / SPLITTING, TYP. ry ' �\ \ /i�� ` c p. j.p., grind , smooth t 5/6 / yp WEB MEMBER \ \ PER ELEVATION �\ / /f� - `''7 BOTTOM CHORD PER ELEVATION // typ. 512 4 KERF 3/4' q" '- It (GR.50) NOTCH AROUND BOT. ,, W.P. A 18 CHORD TENSION RODS (43) N <grind smooth 19 2021 '/4'N BEAM PER GLT DECKING PANELS x 1" SELF WOOD SCREWS ASSY 5K SCREWS EQUIVILANT) @ THREAD EMBEDDED INSTALL IN CENTER LAMINATION (( TAPPING (MY -TI -CON OR 12"x ONLY END. PANEL)3/6 PLAN q BEAM PER 22/5-505 316 0 V * H55 el. per arch'1 el. per arch'I 3x3x14 @ 36"oc i �� 4 3x3x14 x 0'-4" GAP FFOR Y2' VERT. - --- - EA. SIDE W/ Y2"4 BOLT IN VERT. ORIENTED LONG SLOT HOLES (3)3/e'� YVOOD i i . • , ; J 1 li� 1 i " " ' ' DEFLECTION OF STRUCTURE 1 2 3 �� .n. PANEL TO PANEL CONN. PER 22/5-505 3 �, �, PANELS PER PLAN �_ PANEL PER PLAN ORIENTED YFRITGALLY EMBED /8 x6 x0 -7 W/ (2)Y2'�x12" D2L's G3x5 @ 4"oc SELF TAPPING el. per arch'I el. per arch'I (OUTSIDE LAMINATIONS VERTICAL) SCREWS @ 1 /2 oc x 1-6 IN/ (4)3/6'4) x 31/2' SELF TAPPING WOOD SCREWS GONG. CURB - LOCATE 1'-0" FROM PER 24/5-302 EDGE OF PANEL EA. SIDE 5156 24 GLT DECKING PANEL PER PLAN FOR GALL -OUTS IN COMMON SEE DETAIL 24/5-504 5157 23 5155 2 2 25 PER ARGH'L II� COORD. LOCATION W/ ARGH'L/ MEGH'L _-' •�� . , • • , _' •• • : • • • • : o iv 1 /2 W/ (40) /4 N x 31/2" / / 2 2 BEAM PER PLAN T.O. BEAM / WASHER %4'x4"x0'-4" 3/6 (2-12 <typ' Y4 ROOF SHEATHING DECKING PER PLAN CHANNEL PER 28/5-505 F EA. SIDE OF COLUMN M _ 15 IN KIPS (WORKING) - 15 IN KIPS (ULTIMATE) PLAN SELF -TAPPING WOOD SCREWS MIEIEIIIIIB el. per arch'I wry„ HSS 10x4x EL. PER PLAN , COLUMN -�_' i= ���� 5/6'x12"x1-0" (4)3/8' LAG (8"oc W/ SCREWS PER PLAN I i= /2 GR36 THREADED ROD (STAINLESS STEEL) (MOVEMENT IN ANY VERTICAL PLANE) 1i11 LOCATE PER ARCH'L ¢11; ,� 14" EA. WAY (EMBED SCREWS 3") 1 ,I PLAN 3 sides 3/6 51 /3 2 7 4 2 SLIDING T per Tae supplier protect timber � ; < Ld ANCHOR PER FAE SUPPLIER SHAPE FROM , RADIUS 21/2" 6x4x% // DOOR PER ARGH'L --' -fr-- G6x8.2 BOTH SIDES L- 5171 g from damage p-1 MAX. ALLOWABLE HOIST WEIGHT = 300# Y4 REID /E3\ during field welding PLAN V =1.Ok (WORKING) = 5.Ok (ULTIMATE) 4 (LLV) el. per arch'I ROOF SHEATHING $ HEAD A DECKING PER PLAN -_ NOTE: DOOR SUPPORT PER 28/5-505 5174 2 6 bI3 1 11/2" =1'-0' echanical Hoist Brack- 5163 el 0 SEE ARCH L FOR ANCHOR QUANTITIES TO ASSUME FOR BIDDING Fall Arrest 516-7 /3\ Anch �{ 2 5 4 3 2 1 D c B PERKINS -I-WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title A TRUSS ELEVATION MISCELLANEO_�US 448 23 4U FE - 2015 MIDDLETON, INC. Sheet S-505 Copyright © 2012 Perkins+Will 1/21/2015 9:53:16 AM C:\Revit Local\2014\Tukwila Library Structural_PJC.rvt D c B A 5 4 EMBED CONN. PER 1 q/5-302 NOTE: ALL EXPOSED STEEL AT BF - 1 SHALL BE AE55 PER GENERAL STRUCTURAL NOTE #30. 5 SF -1 4 Foundation EL.:2q6'-8" EMBED CONN. PER 1 W5-302 3 5F-2 3 Mezzanine EL.:301'-10" Foundation EL.:2q6-8" I 2 PLAN NOTES: Mezzanine EL.:301'-10" Foundation EL.:2q6-8" 1. SEE 6/5-603 FOR PROTECTED ZONE RESTRICTIONS. 2 BP -4 LEGEND: Mezzanine EL.:301'-10" Foundation EL.:2q6-8" 1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION CONN. PER SCHEDULE OF 12/5-602 NUMBER OF 5HEAR STUDS PER 28/5-501 8 22/5-501 TOP OF STEEL BEAM ELEVATION ALL BEAMS DENOTED ON BRACED FRAME ELEVATIONS ARE "STRUTS" PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title BRACED FRAME ELEVATIONS /_)V17 2013 REID M IDDLETON, INC. I/;: Sheet S-601 Copyright © 2012 Perkins+Will 1/21/2015 9:53:43 AM D C 5 4 3 2 B A PERMIT REVISIONS #2 WL. CONTINUES WHERE /\ NO ISSUE MARK BRACE WELD LENGTH "a" (in.) BRACE WELD SIZE "A" (in.) WELD LENGTH "b" (in.) WELD LENGTH "C' (in.) GUSSET Ft. THICKNESS (in.) (GRADE 50) DETAIL REFERENCE CONFIGURATION TYPE OCCURS PER PLAN / \ �1 • RIGID INSUL. PER 16/5 602 AT GUSSET $ BRACES - NOT AT COLUMN R\ 1 ;. �. /^ / OR ELEVATION / / l'' / //\ / / < BRACE CONN. rt\ ,^ , /1 7// / ///1 / / / / / / / 4 / / J/ R\v,^ , , P' / / / \ / / „ / / �/ / O 8 %S 12 13 1/2 10/5-602 A I © 8 %8 2q 8 1/2 16/5-602 D // / / / // ABV. WHERE OCCURS -< /` /� \ / / LINE INTERSECTING / /i / '� �\ / © 8 3/ 82 8 11 % 22/5-602 I \ l / / / CONN. \ \\ // / / / \ \ / BEAM TO COLUMN n COLUMN �\ \ PER 28/5-602 , U.O.N. \ / 4 8 /8 17 10 %2 10/5-602 G 0 0 III II °° I I 0 0 I I� 11 © 8 3/8 31 6 1/2 16/S-602 F 0 0 1- -1 Pb"m FACE OF o o I m „„ 0 0 1 11 m `� LINE INTERSECTING „ ' COLUMN OR BEAM - WHICHEVER N.P. / 6 10 1/6 41 8 /8 16/5-602 D w.P. rIr I II 15,E / 15 CLOSEST TO BRAGS t 1 STIFF. w.P. %2'x6", / v BEAM PER ELEVATION o INTERSECTING O 10 '/6 15 23 /8 22/5-602 I Ikti4&4, = PER U.O.N. - GTRD. ON LINE BEAM GUSSET tk\itef SCHEDULE,COL. A�' GUSSET . 8 8 /8 15 12 1/2 10/5-602 A PER ELEVATION \ \ \ \ ° \\14 k 4* BRACE PER ELEVATION > \ \ 5/ 6 u u q 8 /6 13 17 1/2 /5-b02 I \ STIFF. i /2x6 , ✓� U.O.N. - GTRD. \\0\ON GUSSET 5/6 10 11 /8 21 q %2 10/5-602 G "A" 24/5-602 REINF. f PER 30/5-602 PER 23/5-603 AT /EX 5099 12 per PIPE BRACES * NOTE: REFER / \ TO CONFIGURATION O * NOTE: REFER TO CONFIGURATION O � 7 NOTE: t = THICKNESS OF GUSSET fid. FOR CALL A -OUTS IN COMMON. FOR GALL -OUTS IN COMMON. B 5093 io PLACE 1" RIGID INSULATION 17 18 " `- LINE INTERSECTING STIFF. fiE %2'x6" GTRD. q0° TVP. EA. SIDE OF GUSSET' AND �TOPOF GU55ETtyp.i REINF. fOA\ /, ,, BELOW TOP OF CONC. \ SLAB WHERE OCCURS (SHADED).\ \ hir \ / \/ /6 ON GU55ET f�/411��BRACES 'y<typ.PER 30/5-602 � ` ONLY STIFF. f MAY BE IN \ 5/6 4r) .'S q0°`�DIRECT CONTACT W/ CONCRETE �'= ! A �,` ' RAG P R B E E ELEVATION,per \ ,4 LINE � INTERSECTING - TVP. � 24/5-602 \ \ ;, STIFF. ( %2'x6" GTRD. _ BEAM k 0 0 BEAM PER ON GUSSET fi ., TVP. ELEVATION STIFF. F 1/2'x3" SIDE LINE w.P. EA. W.F. N.P. INTERSECTING FACE OF BEAM OR � (12'x4" IN/ BOLTING PER 6/5-502 WHERE BEAM OCCURS) TOP OF GUSSET f - WHICHEVER 15 .� v / \ \ _`' / / / CLOSEST TO BRACE / - / / �, 5/6 / 4. <typ. v \ * NOTE: REFER TO / �- / 4.\\ / / / `'►' F5), / CONFIGURATION O / / / STIFF. FE. 1/2'X3" (N5 TVP. / \\‘‘ / / / SMOOTH / / �/ \ \ FOR GALL -OUTS IN , / / /. / / GRIND TRANSITION TO AT LEAST 1/2' RADIUS, TVP. / �/ GUSSET It. PER / \ COMMON. / \ \ / \ * NOTE: REFER TO \ CONFIGURATION O 5094 D NOTE: t = THICKNESS GUSSET FP.. OF SCHEDULE, TYP. FOR GALL -OUTS IN 16 COMMON. BRACE PER STIFF. %2'x6" 416, INTERSECTING BASE F BF ELEVATION ft. LINE OR COLUMN - WHICHEVER 15 CLOSEST TO BRACE ��• ' ' 4 I >i GIRD. ON GUSSET i / 400r, 0/// / LINE INTERSECTING COLUMN PER >- BF ELEY. II I G�REINF. I - / / / COLUMN SLAB I PER 30/5-602 LINE INTERSECTING 7 N TOPPING \ , BASE IE . � // GU55ET PLATE !NEED 5GHE17ULE PER PLAN J . I 7 7 N 4 _ t.o. slab -on -grade 1 � "A" �- t.o. slab -on -grade t.o. slab -on -grade el. per plan, INSULATION I \ ' 0 °` GUSSET it. 1— el. per plan PER SCHEDULE 1 \ .- el. per Ian p p I ___ ___ GUSSET ft. THICKNESS (in.) FILLET WELD SIZE (in.) RIGID I° I < STIFF. e %2'x6" 1/2 /8 • w.P. > w.P. PER 16/5-602 I I.. = 0000 per 24/5-602 I I 0000. `" CTRD. ON GUSSET I / -I/16S t.o. ftg. el. ` plan � � 1 11 ;� 1 �� - �1 ; r � f ;; r1 �� ;� ;1 �::::� 1 1 ;1 0000,::::.`. � 1 1per ;� 23 REVIEWED FOR CODE COMPLIANCE APPROVED t APR 0 6 2015 5095 City of Tukwila BUILDING DIVISION ' 24 . "Lo /- .. 19 BASE i , SHEAR --� r; r; KEYS $ ANCHOR 1 1 1 RODS PER 24/5-603 ... 0000. $ 30/5-603 U.O.N. NOTE: t = THICKNESS OF GUSSET ft r; r; ri ri r; ri ri 1 1 1 1 1 11 1 MN MI MI 1000 MO ._. ._. * NOTE: REFER TO CONFIGURATION 0 * NOTE: REFER TO CONFIGURATION O FOR GALL -OUTS IN COMMON. FOR GALL -OUTS IN COMMON.{ 5096 22 3/4"(I) %2 t A325 -N ERECTION BOLTS • PER SCHEDULE IN HORIZ. SHORT -SLOTTED HOLESILS 1>BRACED FRAME BEAM TO COLUMN CONNEC77ON 5CHEDULE 1/2' I I 5/6 /, ti= GUSSET It. �, RADIUS = 2 - t2 t CAP It WHERE COLUMN STOPS, 1 " 1 z BEAM SIZE PLATE THICKNESS PLATE DEPTH PLATE WIDTH WELD SIZE NO. OF ERECTION �• THICKNESS - 1 + /8 GRIND SMOOTH � �� BEAM PER / ��\� / ,, / _ U.O.N. , �� (GR. 50) BOLTS 2 BF ELEVATION EXTEND KERF it. /2 PAST FAGS OF COLUMN W12 %2' 7" 5" /8' 2 5/6 / / / WHERE BEAM DOES / / ac. / / / / / f— 0 o, 0 0 i ; ; , `- - ,� •- PLATE DEPTH PER SCHEDULE NOT OCCUR THIS SIDE - .� \ / H55 BRACE PER / ELEVATION 21N 2W ` BEAM PER PLAN ' size per / , �n'1 \ / / . `e \ / / ' (6 MIN.) , 2" / (6 MIN.) FE HIGH LOAD CONN. PER schedule PLATE PER \ / 1/2' (GR. 50) 5ECT/ON '� / \ \ / EA. SIDE 12/5-502 WHERE OCCURS THIS SIDE (USE It GRADE AND THICKNESS PER SCHEDULE THIS DETAIL) GRADE 50 SCHEDULE KERFED THRU COLUMN PLATE WIDTH 41 \ / �� / \` HOLE BY R E I D M l E `b ERECTION \ \ FABRICATOR (/6 p MAX.) \ \ -,a b SMOOTH ir PER SCHEDULE GUSSET f . PER SCHEDULE OF \\ 12/5-602 (CONFIGURATION VARIES) 1 509; S GRIND I 5092 PER 30 25..., AT TRANSITION J7� COLUMN BF ELEVATION 28 5 4 3 1 2 C B A PERKI N 5 +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions B PERMIT REVISIONS #2 1/19/2015 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S1 1 162 0-0 7 Drawn JZB Checked JAW Approved CGH Title BRACED FRAME DETAILS S-602 Copyright © 2012 Perkins+Will 1/21/2015 9:53:44 AM C:\Revit Local\2014\Tukwila Library Structural_PJC.rvt 1 � 2 tYp. #2 A PERMIT REVISIONS 10/10/14 NO ISSUE BRACE SIZE ft SIZE EA. SIDE (GRADE 50) WELD LENGTH H55 4x4x'/4 Y2' x 6" 13"11 > 346 V 3 MIN.. 1 11 , / \� / / / Ob ,• . ••••-.•41 000•�•��. o�•!-:❖. '� '''� ��:� �, ''�,�� ```����••• , '•'� • �..,�,• \� eto • 4FRAME • • .; •. ' 4***:d%: •,�>❖.❖.•>y.•. � if e'`� if • / °.4. /' N, ,•,• •�•� icy 44 %'•:. 0•• .,. t:, I DECK TOPPING PER PLAN (DECK ORIENTATION TYPE VARIES) effective throat / / , / / \ / / # \ • \ // " / H55 BRACES PER BF ELEVATION full length of flat x x x x x x X x X T r 51 IFF its > \ / 'i I surface of thickness 4 at h55 '►rh ► \ PER DETAILS 1 MAX. s � r-` PER BRACED ELEVATION 2 W/ (2)34"(1) STUDS @ 12"oc GTRD. IN DEGK FLUTESBEAM (STUD LENGTH PER 28/5-501) Y4 GRADE 50 It EA. SIDE / �� \ \'% \ PER SCHEDULE / \ \ 'Y0 IV 5098 ' C — 1 �� 3x3x NOTE: GUSSET ft CONNECTIONS OMITTED FOR CLARITY. 5088 r�••••••••' HATCHED AREAS INDICATE PROTECTED ZONE. WELDED, BOLTED, SGREINED, 50 91 DRIVE PINNED OR OTHER CONNECTIONS ZONES (EXCEPT ARG SPOT WELDS OF ARE NOT PERMITTED IN PROTECTED N.T.S. 8/5-701 ) 6 7 8 9 10 11 12 13 14is ilit 18 19 20 21 NOTE: q CONN. REINF. ft PER 30/5-602 RADIUS TOP OF ft. EXPOSED STEEL SHALL BE EXCEPT USE ROLLED DIMENSION . 1/2'x5" ft TO MATCH TO GRID PER . AE55 PER GENERAL STRUCTURAL NOTES #30. \ typ. BRACE RADIUS ELEVATION " 1'-4" » 1'-0" Ye > qCOLUMN BASE ft 1" (GRADE 50) / A \ BRACE PER ELEVATION Nri:` 1?", 7"" -400 (-4Q �/ o BRACE GUSSET ft Y2' (GR.50) , W/ (6)11/4"(1) F1554 GRADE WELDABLE ANCHOR RODS - SEE 30/5-603 36 GRIND TRANSITION 1416 SMOOTH TO AT p per 24/5-602 �/ LEAST Y2' RADIUS � \ 44( ®RE CODE E COPD / 4 %"x10"x3'-4" 1 t i i TOPPING SLAB .— MB EMBED ft a �; ARP �— w.P. (GR.50) W/ (2) ROWS OF O ' ' p i 1 1 i ii ® ; PER PLAN — — — - — — — _ — - — -� (10)34" cP x 1'-7" D2L'S W/ STD. \ i , , . i1 APR 0 6 �\ i i i ii n n n n n i n r� HOOK AT END @ 4"oc -41--0 �� l � � 1 I II • o SPACE ROWS 6" m\ O i i i ii Y4' CAP fit TYP. \ L City of Tu , BUILDING D / 3" 6" 6" 10" / q" / 4" / / REINF. PER 21/5-302 o •• • , ,I •• • STIFFENER ft EA. SIDE PER 16/5-602 / / / • 11111=11=11=11=11111 I= I I= I I- I I ,►C 5136 PLAN 5086 FOOTING PER 23 24 25 26 27 COLUMN ,/'� �, '�> ADDL. REINF. PER 2/5-302 ," _----_ ' NUT, THREAD TOP 8" ��,' ��.' HEAVY HEX NP• ROD HOLE f :1145HER ON OF RODS (MIN.) 81145HER AT EMBEDDED END ,' ,' ? �� / WASHERS ,''' ,/ 4"PROJECTION DIAMETER DIAMETER U.O.N. BASE l GR. 36 RODS GR. 55 RODS GR. 105 RODS ,\\ �'' / PER SCHEDULE / GROUT / NON -SHRINK 11/4" 2%6' Y2'x3"x3" OMIT Y2"x3"x3" 3/4'x3"x3" �/ = t.o. ftg. el. 1 t..:._y�... I I � ,_ . o c 4 .• . per plan "lp REINF. PER 10/5-302 '-k 2" 1 Y2'x3"xBASE WIDTH, .0 fit ft DOUBLE HEAVY HEX NUT, TYP. rr TYP. f, 1-1' TVP. (GRADE 50) 1 1 4' ANCHOR RODS PER BASE R E I D It. f . WASHERS PER SCHEDULE (IF RECO.) \�. � 11 fit DETAILS W/ HOLES b.o. ftg. _ IN BASE ft PER SCHEDULE , 5090 80 c B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions D FOR f'LIANCE !ED 2015 vila IS1ON A B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title BRACED FRAME DETAILS [r] E 2. 2015 IIDDL JAN 23 201E !LaJ10,1�a L:1Oi ilOt -- S-603 Copyright © 2012 Perkins+Will 1/21/2015 9:53:46 AM C:\Revit Local\2014\Tukwila Library Structural PJC.rvt 5 D c B 1 4 1 3 2 1 1 2 3 4 5 0 / 1FERFLAN -BRACE MATCH STUDS BELOW ,a,--1,--- BRACE PER PLAN 16GA. (2-12 CONT. it.16GA. x 0'-8" 0 ABOVE $ BELOW STUDS H55 BRACE 16GA. TRACK PER 24/5-101 PER DETAILS OF LEVEL BELOW _L -,1,-L- 51 62 6 7 1/2'4) SPOT TRACK W/ (2)ROWS BEAM PER PLAN (CONC.,,‘,BEAM SLAB WHERE OCCURS)SLAB PER PLAN (GONG. WHERE OCCURS) W1 16 A. TRACK - CONNECT TO COL. N/ DRIVE PINS @ 4"oc STAGGERED CLIPS PER 24/5-101 1-T- ATTACH OF 0.14"4) DRIVE PINS DEFLECTION ALLOWANCE -r DEFLECTION ALLOWANCE @ 32"oc TO BEAM OR - - PER DETAILS ___,,,_ p PER DETAILS ARG WELD AT 16"oc SCREWS OR DRIVE SLAB ABOVE r (3) #12 SCREWS SUPPLIED 8 8 8 FOR H <_ 15'-0" W/ VERTIGLIP, INSTALL 1" TRACK PER DETAIL ' 1 I I I (3)* © 2"oc EA. SIDE o `-m z 16GA. TRACK W/ 2" MIN. LEGS. FROM TOP OF 1'/2' VERT. SLOTS IN CLIP FOR 15'-0" < H < 31'-0" - z AT LEFT -f PINS NOT ACCEPTABLE_ AT BRACED FRAME 16GA. TRACK (20GA. MIN. 1 AT INTERIOR WALLS)2 BRACES - _ 14GA. TRACK W/ 2"MIN. LEGS DRIFTCLIP 051.800 BY W/ 1 %4' MIN. FLANGES (NO DEFLECTION GAP) 1 ° i I 1 i THE STEEL NETWORK 0 SILL PER 16/5-101 O, ° I I _t 1 STUDS PER 18/5-101 EA. SIDE OF JAMB STUDS DIAGONAL H55 BRACE PER BF ELEVS. 1 1/2' = 1'-0" ATTACH TO BEAM ABOVE �' < JAMB STUDS PER 18/5-101 WELD PER 22/5-101 41 I I BRIDGING PER 28/5-101W/ (3) 0.14%) DRIVE PINS q HORIZ. LEG 3"oc MIN. _1_4_1_ L`- i PER 16/5-101 �1 I d- 1 1 1 �, MALL. @ @ LTUDL (USE (3)#10 SCREWS TO TRACK JAMB STUDS ABV. WHERE NO BEAM OCCURS) USE D5L600 @ 6" WALL STUDS NOTES: HEADER PER H55 COL. PER PLAN 5ILL CONN. AT STEEL CLIPS 24/5-101 COLUMNS HEADER CONN. AT STEEL COLUMNS 00 1 0 1. CONNECTIONS SHOWN THIS DETAIL APPLY TO THE TOP OF TYPICAL SIMPLE SPANNING WALL STUDS WHERE DEFLECTION ALLOWANCE OCCURS. 2. SEE DETAILS FOR OTHER CONNECTIONS WHERE 5TU05 BYPASS SLAB EDGE OR SUPPORTING BEAMS OR WHERE HANGING SPANDREL TYPE CONDITIONS OCCUR. 11/2" = 1'-0" ' o o 12 TYP/CAL INTER/OR STUD MU BR 4GE OR BRACED CONNECTION EXTERIOR FRAME o 0 9 PETAL 8 13 12/5-101 TYP., U.O.N. S -I-1"-r- ,' 'L' � � �� 1 1 1 � ��� 1 STUDS PER 18/5-101 SPAN CONDITION HEADER TYPE NO.OF FULL HT. JAMB STUDS U.O.N. PER PLAN ` S r r STUDS PER SCHEDULE .� L <_ 11-0 A 2 fT _• 1'-0" < 1. <_ 15'-0" B 3 < - < 16/5-101 CONT. 16GA. #8 CONT. 16GA. #8 SCREWS @ 6"oc, TYP. TRACK (SPLICE SCREWS PER 21/5-101) @ 6 oc, TMP. TRACK (NO SPLICES) * 12' MAX OPENING ON EACH SIDE OF FULL HEIGHT STUD THRU WINDOW _ HEADER TYPICAL SIMPLE SPANNING STUD WALL SCHEDULE EXTEND HEADER WEBS 'my- - �-- JAMBS CONNECT PER SCHEDULE (2)8005162-43 OVER $ _ OF 16/5-101 SND WIDTH CLEAR HEIGHT 'H'PER STUD WALL TYPE 30/5-101 , U.O.N. (2)8005162-43 1 1 W/ (2)#8 SCREWS TO EA. HEADER (USE SILL STUD, TYP. CONFIGURATION HEADER PER --101 6" H <_ 14'-0" 5-618 BELOYV z ,k_ • WHERE HEADER CONNECTS OF A HEIGHT OF WL1. a_ SILL TO JAMB < DIRECTLY TO STEEL OF 14'-0" < 15'-6" 5-616 SILL PER SCHEDULE < H ABOVE OPENING o CONNECT w n- 16/5-101 WHERE OCCURS VARIES) STUDS BEYOND W/ o CONNECT SILL TO ATTACH HEADER 5 LESS THAN 18") JAMB STUDS BEYOND S- -� ••COLS. PER 10/5-101 < (CONFIGURATION CLIPS PER 24/5-101 TOP $ BOT. OF BUILT-UP IN/ CLIPS PER 24/5-101 J L J L NO. OF FULL HT. B STUDS PER 16/5-101 / U.O.N. (WELD PER 22/5-101 ) SECTION STUDS PER SCHEDULE DONT. 16GA. STUD IN/GOAT. 14a FLANGES (NO 16GA. W/ 11/2' LEG SILL CONT. 160A. SILL �, (WELD PER 22/5-101) \ S 24/5-101 r('., U.O.N. S -o01 18 TRACK (SPLICE PER 21/5-101) SPLICES) - CONNECT TRACK IN/ 11/2' LEG CLIPS PER 24/5-101 ,,__,._ TO TRACK W/ #8 SCREWS 1 WHERE OCCURS @ EA. TRACK TO -006 @ 6"oc EA. SIDE (NO SPLICES) JAMB STUD TYP. JAMB CONNECT/ON 11/2' =1-0 '" 16 HEADER B SECT/ON HEADER A SECT/ON (SEE 18/5-101 AT STEEL COL.) 19 20 2 „ STUD PER PLAN OR DETAILS0.14"� JAMB STUDS PER 18/5-101 - DRIVE PINS @ 12"oc USE (3)#8 5CREW5 WELD PER SHALL TO STEEL OR CONC. NO PUNCHOUT OCCUR WITHIN 12 " END OF STUDS, SUPPORTS (EMBED 11/2" AT TO ATTACH 4 TO INES GONG.) ATTACH W/ (2) ROWS CLIP 1 %2x11/2 16GA. 22/5-101 -CLIP EA. SIDE AT 2 AOF TYRFROM TMP' #8 SCREWS @ 16"oc TO x METAL FRAMING SUPPORTS LENGTH = STUD WIDTH - JAMB STUDS $ AT ALL 12" 51105 TMP. I2" t r11/2-36 WHERE STUDS OR JOISTS ARE SHOWN TO ABUT, WELD A5 SHOWN MAK fit. 16GA. x TRACK WIDTH IN/ (2) ROWS @ 4"oc # OF (6) 8 SCREWS, GTRD. ON SPLICE STUDS MUST FULLY SEATED AGAINST TRACK, 160A. TRACK W/ 1" MIN. LEGS BE TYP. / LE55 Y2' 16GA. TRACK 1 " MIN. LEGS W/ --k' Q _---- �,�---- - 1 lf ,aglimmiNimila--- --- ADDL. STUD > IF READ. PER DETAILS 1 11 TRACK PER DETAILS TYP. 0000,11Wil #8 SCREW EA. SIDE PV4L L 571125 JAMB STUDS (2)0.14"(1) DRIVE PINS TO STEEL OR CONC. SUPPORTS (EMBED 11/2' AT CONC.) ATTACH IN/ (3)4s8 SGREWS TO METAL FRAMING SUPPORTS SPLICE WHERE t - GAGE OF MATERIAL CONNECTED TRACK READ. SHALL BE LOCATED @ MIDSPAN OF HEADERS OR SILLS 7004 21 t i 1/2-36 (2) SECTION STUD BOX MIN. 5209 22 NOTES: 1. CONNECTIONS SHOWN ON THIS DETAIL APPLY TO THE TOP OR BOTTOM OF TYPICAL SIMPLE SPANNING WALL STUDS SUBJECT TO WIND LOADING. SEE 12/5-101 FOR CONNECTIONS AT TOP OF WALLS WHERE DEFLECTION ALLOWANCE OCCURS. 2. SEE DETAILS FOR OTHER CONNECTIONS WHERE STUDS BYPASS SLAB EDGE OR SUPPORTING BEAMS OR WHERE HANGING SPANDREL TYPE CONDITIONS OCCUR. 7003 24 252 6 '>• 16GA.x11/2'x11/2' -44-� METAL. FRAMING NOTES: 1. METAL FRAMING USED SHALL CONFORM TO THE SPECIFICATIONS 1. WALL FRAMING: LLS OUTLINED IN THE GENERAL NOTES IN ADDITION TO REQUIREMENTS TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS NOTED HERE. AND AT EACH SIDE OF ALL OPENINGS. SEE ( 18/5-101 ) FOR WALL SCHEDULE $ FRAMING OF OPENINGS, U.O.N. 2. METAL FRAMING $ STRAP BRACING SHALL BE 060 GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING A5 FOLLOWS: 8. SEE 28/5-101 FOR REQUIRED BRIDGING. 12, 14, AND 16 GAGE ASTM A653 OR A1003, GRADE 50 18 AND 20 GAGE ASTM A653 OR A1003, GRADE 33 q. SEE ARCH'L FOR SIZING $ DETAILING OF INTERIOR, NON-BEARING WALLS. 3. ALL STUDS $ STUD GROUPS SHALL BE LATERALLY SUPPORTED TO 10. SEE 8/5-101 FOR CONNECTION OF STUDS TO INTERIOR OR EXTERIOR PREVENT WEAK AXIS BUCKLING BY CONNECTING EACH FLANGE TO BRACED FRAME BRACES. BRIDGE CLIP, TYP. NOTES: 1. BRIDGING 15 REQUIRED FOR LOADINGS APPLIED BEFORE SHEATHING 15 ATTACHED TO BOTH FLANGES. BRIDGING PROVIDES RESISTANCE TO ROTATION CAUSED BY WIND LOADING, AND RESISTANCE TO BOTH ROTATION AND MINOR AXIS BENDING CAUSED ►or1► IIIPl 160A. 150U50-54 BRIDGING A. ° �� (4)#8 SGREW5 GYPSUM WALLBOARD PER ASTM C1280. [! W 4. WALLS WHICH HAVE SHEATHING CONNECTED ON ONE SIDE ONLY METAL STUD MU_ TYPES: SHALL HAVE UNSHEATHED FLANGES LATERALLY SUPPORTED PER WALL DESIGNATION STUD TYPE SPACING - F E 3 DETAIL 28/5-101. 5-616 6005131-54 16"oc TRACK SECTIONS SHALL BE UNPUNCHED AND HAVE AT LEAST 1" FLANGES. 5-618 6005131-43 16"oc RED M I D D L BY AXIAL LOADING. 2. BRIDGING SHALL BE EITHER WELDED OR SCREWED./ AS SHOWN. CHANNEL @ 4'-0"oc5. MAX. VERTICALLY, TYP. 002 28THE USE OF SLOTTED TRACK 5 NOT PERMITTED UNLESS SPECIFICALLY 5-418 4005131-43 16"oc APPROVED APPROVED BY ENGINEER OF RECORD. 6. WELDING OF GOLD -FORMED METAL. FRAMING SHALL CONFORM TO ANS 000 P1.3 AND SHALL BE PERFORMED BY WELDERS QUALIFIED TO PRODUCE, ‘ 3 % i I 0 SPECIFIED CLASSES OF WELD. 30 A 5 1 4 3 1 2 1 1 c B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REV1E WED F OR CODE OMPLIANCE AROVED APR 0 6 2015 BUILDING of vila DIVISION NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title TYP. NON -LOAD BEARING METAL STUD. DETAILS I i >✓i lE ii ii JAN 23 2615 1l-- 1_,i s �` vi t.' ,j - ,a �, ... 4, ,1,. Sheet 2015 TON, INC. S-701 Copyright © 2012 Perkins+Will N 2/26/20'13 4:00:44 PM D C B A 5 4 3 2 1 HVAC LEGEND AND ABBREVIATIONS ABBREVIATIONS - HVAC ABV ABOVE AC AIR CONDITIONING UNIT ACC AIR COOLED CONDENSER ACD AUTOMATIC CONTROL DAMPER AD ACCESS DOOR AHU AIR HANDLING UNIT AL ACOUSTICAL LINING ARCH ARCHITECTURAL ATC AUTOMATIC TEMPERATURE CONTROL BD BALANCING DAMPER BDD BACK DRAFT DAMPER BMS BUILDING MANAGEMENT SYSTEM BO BLANK OFF BHP BRAKE HORSE POWER BTU BRITISH THERMAL UNIT CC COOLING COIL CD CEILING DIFFUSER CFF CAP FOR FUTURE CFM CUBIC FEET PER MINUTE CG CEILING GRILLE CO CLEAN OUT COMP COMPRESSOR CR CEILING REGISTER CU CONDENSING UNIT CW CONDENSER WATER DB DRY BULB DIA DIAMETER DN DOWN DOAS DEDICATED OUTDOOR AIR SYSTEM DX DIRECT EXPANSION (E) EXISTING TO REMAIN EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE ECH ELECTRIC CABINET HEATER EDB ENTERING DRY BULB EF EXHAUST FAN EFF EFFICIENCY EG EXHAUST GRILLE EHC ELECTRIC HEATING COIL EUH ELECTRIC UNIT HEATER EWB ENTERING WET BULB EWT ENTERING WATER TEMPERATURE °F DEGREES FAHRENHEIT F FILTER FBO FURNISHED BY OTHERS FC FLEXIBLE CONNECTION (DUCT OR PIPE) FCC FIRE CONTROL CENTER FCU FAN COIL UNIT FD FUSIBLE LINK FIRE DAMPER W/ DUCT ACCESS DOOR FLR FLOOR FLA FULL LOAD AMPS FPB FAN POWERED BOX FPI FINS PER INCH FRE FIRE RATED ENCLOSURE FSD COMBINATION FIRE AND SMOKE DAMPER FT FEET GLY GLYCOL GPM GALLONS PER MINUTE GX GENERAL EXHAUST HC HEATING COIL HP HEAT PUMP OR HORSE POWER HR HOUR HW HOT WATER HX HEAT EXCHANGER ID INSIDE DIMENSION KW KILOWATT KWH KILOWATT HOURS LAT LEAVING AIR TEMPERATURE LBS POUNDS LD LINEAR DIFFUSER (CEILING, WALL, SILL OR FLOOR) LRA LOCK ROTOR AMPS LWS LOUVER WITH WIRE SCREEN LWT LEAVING WATER TEMPERATURE MAT MIXED AIR TEMPERATURE MAX MAXIMUM MBH THOUSAND BTU PER HOUR MCC MOTOR CONTROL CENTER MFG MANUFACTURER MFS MAXIMUM FUSE SIZE MIN MINIMUM MUA MOCP MAXIMUM OVERCURRENT PROTECTION (N) NEW NC NORMALLY CLOSED NFA NET FREE AREA . NIC NOT IN THIS CONTRACT NK NECK NO NORMALLY OPEN NTS NOT TO SCALE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OD OUTSIDE DIMENSION P PUMP PD PRESSURE DROP PHX PLATE HEAT EXCHANGER PRV PRESSURE REDUCING VALVE 5 ABBREVIATIONS - HVAC PSI POUNDS PER SQUARE INCH (GAUGE) PSIA POUNDS PER SQUARE INCH ABSOLUTE (R) EXISTING TO BE RELOCATED RA RETURN AIR RF RETURN FAN RH RELATIVE HUMIDITY RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SAD SEE ARCHITECTURAL DRAWINGS SD SMOKE DAMPER SF SUPPLY FAN SED SEE ELECTRICAL DRAWINGS SENS SENSIBLE SM SHEET METAL SP STATIC PRESSURE SQFT SQUARE FEET ST SOUND TRAP TF TRANSFER FAN TRD TRANSFER DUCT TRG TRANSFER GRILLE TX TOILET EXHAUST TYP TYPICAL UON UNLESS OTHERWISE NOTED VAR VARIABLE VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VFD VARIABLE FREQUENCY DRIVE W/ WITH WB WET BULB WG WATER GAUGE WMS WIRE MESH SCREEN WO -SIZE WALL OPENING - [SIZE] WSHP WATER SOURCE HEAT PUMP (300) CUBIC FEET OR AIR PER MINUTE OR GALLONS PER MINUTE PIPING LEGEND 16x6 8x6 4 --CWS —0-4 CONDENSER WATER SUPPLY ----CWS - SLOPING DROP IN DUCTWORK S—CWR —4.7 CONDENSER WATER RETURN _b ----CWR __�-_ -b-------------1- b------------ g - 4-- CHWS-04 CHILLED WATER SUPPLY CHWS - 4--i 1--5 (3'-0"x6'-0") S— CHWR---*-S CHILLED WATER RETURN - tr---- CHWR----4-1-- UNION S— HWS —►-4 HOT WATER SUPPLY HWS ---•---Q- D4 3 5--- HWR ---(-4 HOT WATER RETURN ----- HWR ----4+ "Y" TYPE STRAINER WITH HOSE END BLOW OFF VALVE 4--- RL --4 REFRIGERANT LIQUID PIPING _-___- RL -___+ a S--RS-4 REFRIGERANT SUCTION PIPING - ----- RS -----(3- , S— DCW —4 DOMESTIC COLD WATER MAKE-UP ------- DCW-----1-- 18.a a ARROW INDICATES DIRECTION OF FLOW • i ____,._ ______i_ SIDE, TOP OR BOTTOM DUCT ACCESS DOOR PITCH PIPE DOWN IN DIRECTION OF ARROW ELBOW TURNED UP • DETAIL DESIGNATIONDETAIL c-4 ELBOW TURNED DOWN DRAIN LINE 0--S BOTTOM PIPE CONNECTION S S DIRT POCKET S $ S—Z--S REFRIGERANT EXPANSION VALVE '1 -p-----10-1-----a- VALVE IN VERTICAL S ---y n MANUAL AIR VENT ) 'N AUTOMATIC AIR VENT i ItiTHERMOMETER ` _p______[:...:(11 S ) S---if---S PIPE SENSOR WELL (THERMOMETER) PRESSURE GAUGE AND COCK _4 O • PRESSURE GAUGE WITH LOOP _f____[ ____ j_ (550) �` SIZE TEMPERATURE -PRESSURE TEST FITTING 4 1 CENTER LINE VV'S HEAT TRACED PIPING S /" ->ti PIPE SLEEVE = FLEXIBLE CONNECTION BEAM PENETRATION S----1, I i T—.3_ ,D PIPE GUIDE AUTOMATIC THREE-WAY CONTROL VALVE -- =11•A411=11 PIPE CAP —] 1I PIPE BLIND FLANGE 4 PIPING LEGEND (CONTINUED) 16x6 8x6 PIPE ANCHOR i ® t B SLOPING DROP IN DUCTWORK DIFFERENTIAL PRESSURE SENSOR PIPE GUIDE T -b-------------1- b------------ g - -I- T(3' (3'-0"x6'-0") -0"x6'-0") EXPANSION LOOP (SIZE AxB) 4--i 1--5 (3'-0"x6'-0") _irri%__B �CCio o T DUCT SIZE (CLEAR INSIDE DIMENSION) FIRST FIGURE INDICATES PLAN SIZE UNION 1 1 1 -p----4_}----a- 18x12 CAPPED PIPE WITH SHUT-OFF VALVE D4 3 4 ' -h-------------4- S "Y" TYPE STRAINER WITH HOSE END BLOW OFF VALVE l ► ; -P--- -_- -d- 18 a "Y" TYPE STRAINER S iyi i 18e , S----0 4 BASKET TYPE STRAINER RISER NUMBER 18.a a DUPLEX STRAINER S I8I S SIDE, TOP OR BOTTOM DUCT ACCESS DOOR DRAWING NUMBER ELBOW TURNED UP 0 DETAIL DESIGNATIONDETAIL c-4 ELBOW TURNED DOWN _ i_ ____4_ It BOTTOM PIPE CONNECTION S S 1911. EQUIPMENTTYPE TOP PIPE CONNECTION '1 -p-----10-1-----a- S SLOPED CHANGE IN PIPE ELEVATION S c ---C— 4_1144_4_ 11 -E -I _ -_ 3-24 TERMINAL DESIGNATION FLEXIBLE CONNECTION 3-24 > _p______[:...:(11 S --1><--S SHUT-OFF VALVE (7------Z S AUTOMATIC FLOW CONTROL VALVE S _f____[ ____ j_ (550) �` SIZE CFM CALIBRATED BALANCE VALVE LINEAR DIFFUSER DEVICE DESIGNATION TYPE ) GLOBE VALVE ->ti -_-� V FLEXIBLE CONNECTION CHECK VALVE S --I AAAA/ T—.3_ ,D DUCT ENDICAP FLEXIBLE DUCT AUTOMATIC THREE-WAY CONTROL VALVE ROUND DUCT, DOWN =11•A411=11 l 5-1>94-5AUTOMATIC TWO-WAY CONTROL VALVE --1111:---- -L- S—d<- RELIEF VALVE RELIEF -I- -'- IL IL ANGLE RELIEF VALVE Al L P_ PRESSURE REDUCING VALVE (PRV) SLOPING RISE IN DUCTWORK S-->F4—S LOCKSHIELD GLOBE VALVE 1 BALL VALVE —J—i -��2E3-s--Er21-4 PUMP 3 DUCTWORK LEGEND 16x6 8x6 DUCT SPLIT WITH SPLIT SIZE TOTALIZING BTU METER B SLOPING DROP IN DUCTWORK DIFFERENTIAL PRESSURE SENSOR 8x6 1 RADIUS ELBOW o DIFFERENTIAL PRESSURE SWITCH S -----i ELBOW WITH TURNING VANES 18x12 1 DUCT SIZE (CLEAR INSIDE DIMENSION) FIRST FIGURE INDICATES PLAN SIZE 4 ' 18x12 it FLOW SWITCH 4 ' -h-------------4- 0 # ROUND DUCT DIAMETER SIZE (CLEAR INSIDE DIMENSION) 4184- TEMPERATURE SENSOR/THERMOSTAT WITH ZONE OR EQUIPMENT DESIGNATION 18 a ©# RECTANGULAR SUPPLY DUCT UP 18e , OVAL DUCT SIZE ' RISER NUMBER 18.a a SECTION DESIGNATION SECTION NUMBER SIDE, TOP OR BOTTOM DUCT ACCESS DOOR DRAWING NUMBER RECTANGULAR SUPPLY DUCT DOWN DETAIL DESIGNATIONDETAIL NUMBER ei— DRAWING NUMBER D It [X\ EQUIPMENTTYPE ® ACOUSTIC LINING IN DUCT (DUCT SIZE NOTED INDICATES INSIDE DIMENSIONS) EQUIPMENT FLOOR AND NUMBER RECTANGULAR RETURN OR EXHAUST DUCT UP 3-24 TERMINAL DESIGNATION I----- THE NUMBER ON THE FLOOR 3-24 > . FLOOR OR LEVEL CD -1,12x12 (7------Z RECTANGULAR OR SQUARE TO ROUND OR OVAL TRANSITION -1,12x12 • (550) (550) �` SIZE CFM LD-A,48x1,80 LINEAR DIFFUSER DEVICE DESIGNATION TYPE ROUND DUCT, UP 0 4--fflhIII-ri 011110 P V FLEXIBLE CONNECTION RADIANT FLOOR MANIFOLD S --I AAAA/ ,D DUCT ENDICAP FLEXIBLE DUCT ROUND DUCT, DOWN (};� -J VOLUME DAMPER IN DUCT -L- BEAM PENETRATION -I- -'- IL IL ii. SLOPING RISE IN DUCTWORK AUTOMATIC CONTROL DAMPER 1 � FUSIBLE LINK FIRE DAMPER WITH DUCT ACCESS DOOR 4 BACK DRAFT DAMPER WITH DUCT ACCESS DOOR It LINEAR DIFFUSER 1- -1 LINEAR DIFFUSER WITH PLENUM 1- --1 1 -WAY BLOW 3 -WAY BLOW CEILING DIFFUSER 2 -WAY BLOW 4 -WAY BLOW M a CEILING DIFFUSER WITH FLEXIBLE DUCT CONNECTION 71 RETURN/EXHAUST REGISTER OR GRILLE [L„ IIS RETURN/EXHAUST REGISTER OR GRILLE WITH FLEXIBLE DUCT CONNECTION TRANSFER GRILLES ON BOTH SIDES OF PARTITION OR WALL (SIZE) WO-SiZE WALL OPENING ABOVE HUNG CEILING (SIZE) S� ( SR,412x8 _> SUPPLY REGISTER WITH AIR OUTLET DEVICE DESIGNATION 7� I�0► rilslR,am,12x8 -- ► RETURN OR EXHAUST REGISTER OR GRILLE WITH AIR INLET DEVICE DESIGNATION (°)x8 1 <__A ER_1,12x8 (� L LJ AACCCCEESSTERMINAL r L -- UNIT WITH/WITHOUT HEATING COIL I DUCTWORK LEGEND (CONTINUED) 16x6 8x6 DUCT SPLIT WITH SPLIT SIZE TOTALIZING BTU METER B 16x6 DIFFERENTIAL PRESSURE SENSOR 8x6 1 RADIUS ELBOW S 1 .1=1). DIFFERENTIAL PRESSURE SWITCH S -----i ELBOW WITH TURNING VANES IL 1 ,, M02-02 i M02-03 4 , FLOW SWITCH 4 ' -h-------------4- 0 # RECTANGULAR BRANCH TAKEOFF WITH DAMPER .ri:WBALANCING TEMPERATURE SENSOR/THERMOSTAT WITH ZONE OR EQUIPMENT DESIGNATION O DUCT SMOKE DETECTOR SUPPLIED BY ELECTRICAL TRADE, INSTALLED BY MECHANICAL TRADE ©# RECTANGULAR SUPPLY DUCT UP ®# ►/ RISER SERVICE It RISER NUMBER SECTION DESIGNATION SECTION NUMBER DRAWING NUMBER RECTANGULAR SUPPLY DUCT DOWN DETAIL DESIGNATIONDETAIL NUMBER ei— DRAWING NUMBER D It [X\ EQUIPMENTTYPE ® EQUIPMENT FLOOR AND NUMBER RECTANGULAR RETURN OR EXHAUST DUCT UP 3-24 TERMINAL DESIGNATION I----- THE NUMBER ON THE FLOOR 3-24 > . FLOOR OR LEVEL CD -1,12x12 (7------Z RECTANGULAR RETURN OR EXHAUST DUCT DOWN -1,12x12 • (550) (550) �` SIZE CFM LD-A,48x1,80 LINEAR DIFFUSER DEVICE DESIGNATION TYPE ROUND DUCT, UP 0 (300) P V RADIANT FLOOR MANIFOLD ,D ROUND DUCT, DOWN (};� -J -L- BEAM PENETRATION -I- -'- IL IL ii. SLOPING RISE IN DUCTWORK CONTROLS LEGEND MISCELLANEOUS HVAC LEGEND & ABBREVIATIONS TOTALIZING BTU METER B M00-03 DIFFERENTIAL PRESSURE SENSOR B 1 M01-00 HVAC WASHINGTON STATE ENERGY CODE FORMS DIFFERENTIAL PRESSURE SWITCH EMERGENCY BREAK GLASS SWITCH FOR EQUIPMENT SHUT -DOWN 1m1 E HVAC RADIANT FLOOR PLAN 0 FLOW MEASURING STATION M02-02 i M02-03 4 , FLOW SWITCH 4 ' -h-------------4- 0 # CARBON MONOXIDE SENSOR WITH ZONE DESIGNATION O# TEMPERATURE SENSOR/THERMOSTAT WITH ZONE OR EQUIPMENT DESIGNATION O DUCT SMOKE DETECTOR SUPPLIED BY ELECTRICAL TRADE, INSTALLED BY MECHANICAL TRADE ©# STATIC PRESSURE SENSOR WITH DESIGNATION ®# REFRIGERANT SENSOR WITH DESIGNATION 2 HVAC DRAWING LIST MISCELLANEOUS HVAC LEGEND & ABBREVIATIONS M00-02 HVAC SCHEDULES M00-03 DIFFERENTIAL PRESSURE SENSOR 0 1 M01-00 HVAC WASHINGTON STATE ENERGY CODE FORMS DIFFERENTIAL PRESSURE SWITCH D M02-00 HVAC RADIANT FLOOR PLAN M02-01 NEW WORK M02-02 i M02-03 HVAC ROOF PLAN OVAL HVAC ENLARGED PLANS 0 HVAC HYDRONIC DIAGRAM DIAMETER HVAC DETAILS UNDERCUT DOOR —U_ ® M06-01 RISER DESIGNATION MO6-02 RISER SERVICE v RISER NUMBER SECTION DESIGNATION SECTION NUMBER DRAWING NUMBER • DETAIL DESIGNATIONDETAIL NUMBER ei— DRAWING NUMBER ® EQUIPMENT DESIGNATION EQUIPMENTTYPE ® EQUIPMENT FLOOR AND NUMBER 3-24 TERMINAL DESIGNATION I----- THE NUMBER ON THE FLOOR 3-24 > . FLOOR OR LEVEL CD -1,12x12 AIR OUTLET/INLET DEVICE DESIGNATION TYPE CD NECK OR FACE -1,12x12 • (550) (550) �` SIZE CFM LD-A,48x1,80 LINEAR DIFFUSER DEVICE DESIGNATION TYPE LENGTH & SLOT SIZE LD-A,48x1,80 - — PLENUM INLET (300) (300)SIZE _�— CFM V RADIANT FLOOR MANIFOLD HVAC DRAWING LIST M00-01 HVAC LEGEND & ABBREVIATIONS M00-02 HVAC SCHEDULES M00-03 HVAC SCHEDULES M01-00 HVAC WASHINGTON STATE ENERGY CODE FORMS M01-01 HVAC SITE PLAN M02-00 HVAC RADIANT FLOOR PLAN M02-01 HVAC FLOOR PLAN - LEVEL 01 M02-02 HVAC FLOOR PLAN - LEVEL 02 M02-03 HVAC ROOF PLAN M03-01 HVAC ENLARGED PLANS M04-01 HVAC HYDRONIC DIAGRAM M05-01 HVAC DETAILS e• M06-01 HVAC CONTROL DIAGRAMS MO6-02 DIAGRAMS I IVAC CONTROL 1 PERKI N 5 +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com D Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System WSP • F LAC K+ KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com C PERMIT SUBMITTAL 50% CD COORDINATION Drawing Issue 6/17/2013 5/31/2013 Date B Revisions ISSUE Job Number Sheet Information 161028.000 Drawn BG Checked TM Approved TM 4.0 RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER HVAC LEGEND AND ABBREVIATIONS Copyright © 2012 Perkins+Will N 2/26/2013 4:00:44 PM D C B A 5 RELIEF HOOD SCHEDULE DESIGNATION LOCATION/ SERVICE MANUFACTUER SIZE (IN) CFM STATIC PRESSURE DROP (IN) THROAT VELOCITY (FPM) THROAT AREA (SF) NOTES RH-1 ROOF / ASHP-1 GREENHECK WRH 56X80 24,000 0.152 1000 24 TOTAL MBH EWT (F) LWT (F) TYPE GENERAL NOTES: A) REFERENCE DRAWINGS FOR LENGTH OF PIPING FROM FCU'S TO BC CONTROLLER. SEE PIPING SCHEMATIC ON MO6-02 NUMBERED NOTES: 1) PROVIDE ISOLATION VALVES FOR EACH REFRIGERANT CIRCUIT TO ALLOW FOR MAINTENANCE FOR INDMDUAL FCU'S OR HEX UNITS. NUMBER OF LOOPS LOOP LENGTH (FT) GPM HEAD LOSS (FT) RFM-1 NOTES: BRANCH CIRCUIT CONTROLLER SCHEDULE DESIGNATION LOCATION / SERVICE MANUF. MODEL NUMBER MCA VOLTAGE / PHASE WEIGHT (LBS) NOTES BS -1 MECH 201 MITSUBISHI CMB-P1016NU-HA 0.3 208 / 1 33 1 SET- POINT (F) FLOOR SURFACE (F) BTU/H PER SQFT TOTAL MBH EWT (F) LWT (F) TYPE GENERAL NOTES: A) REFERENCE DRAWINGS FOR LENGTH OF PIPING FROM FCU'S TO BC CONTROLLER. SEE PIPING SCHEMATIC ON MO6-02 NUMBERED NOTES: 1) PROVIDE ISOLATION VALVES FOR EACH REFRIGERANT CIRCUIT TO ALLOW FOR MAINTENANCE FOR INDMDUAL FCU'S OR HEX UNITS. 4 3 2 1 RADIANT FLOOR MANIFOLD SCHEDULE MANIFOLD AREA (SQFT) LOCATION SERVED COOLING HEATING TUBING FLOW NOTES SET- POINT (F) FLOOR SURFACE (F) BTU/H PER SOFT TOTAL MBH EWT (F) LWT (F) SET- POINT (F) FLOOR SURFACE (F) BTU/H PER SQFT TOTAL MBH EWT (F) LWT (F) TYPE SPACING OC (IN) NUMBER OF LOOPS LOOP LENGTH (FT) GPM HEAD LOSS (FT) RFM-1 900 STAFF NORTH - - - - - - 68 77 18 16200 105 95 5/8" hePEX 9 4 265 3.6 4.4 MECH 201 RFM-2 610 STAFF SOUTH 76 69 8 4575 58 66 68 75 13 7930 105 95 5/8" hePEX 9 3 240 1.8 2.0 150 RFM-3 500 CHILDRENS - - - - - - 68 78 20 10000 105 95 5/8" hePEX 6 4 250 2.3 1.8 NOTES: 1) RFM-4 1245 MOSAIC 76 69 9 11187 58 66 68 78 19 23617 105 95 5/8" hePEX 6 10 330 5.7 2.4 60 RFM-5 720 MEETING ROOM - - - - - - 68 78 19 13680 105 95 5/8" hePEX 6 3 400 3.0 7.7 RFM-6 3075 MAIN LIBRARY 76 69 8 24616 58 66 68 75 13 40000 105 95 5/8" hePEX 9 10 400 8.9 6.3 RFM-7 715 SOUTH LIBRARY 76 68 11 7865 58 66 68 84 31 22165 105 95 5/8" hePEX 6 4 305 4.7 8.4 RFM-8 1420 WEST LIBRARY 76 68 11 15620 58 66 68 84 32 45440 105 95 5/8" hePEX 6 7 400 9.6 14.1 NOTES: 1) AIR -SOURCE HEAT PUMP SCHEDULE DESIGNATION LOCATION MANUF. MODEL NUMBER REF COOLING CAPACITY HEATING CAPACITY POWER (MCA) VOLTAGE/ PHASE EER/ COP WEIGHT (LBS) NOTES TOTAL (MBH) TOTAL (MBH) ASHP-1 MECH 201 MITSUBISHI PURY-P288TSKMU-A 410A 288.0 320.0 53 208V / 3 18.0 1,430 - 150 1750 1.78 2 208/3 Y SR -A CWP -2 MECH 201 CONDENSER WATER BELL & COSSET NOTES: HYDRONIC PUMP SCHEDULE DESIGNATION LOCATION SERVICE MANUF. MODEL NUMBER TYPE GPM HEAD (FT H20) MINIMUM EFFICIENCY (PERCENT) WORKING PRESSURE (PSIG) MOTOR VFD NOTES RPM BRAKE HP NON -OVERLOADING HP VOLTAGE/ PHASE CWP -1 MECH 201 CONDENSER WATER BELL & COSSET BASE -MOUNTED 1510 65 60 56 150 1750 1.78 2 208/3 Y SR -A CWP -2 MECH 201 CONDENSER WATER BELL & COSSET BASE -MOUNTED 1510 65 60 56 150 1750 1.78 2 208/3 Y 6 CP -1 MECH 201 HEX HEAT PUMPS BELL & COSSET INLINE SERIES 80 45 40 56 150 1750 0.84 1.5 208/3 Y 78 CP -2 MECH 201 HEX HEAT PUMPS BELL & COSSET INLINE SERIES 80 45 40 56 150 1750 0.84 1.5 208/3 Y 1.45 CP -3 MECH 201 RADIANT FLOOR BELL & GOSSET INLINE SERIES 80 45 70 48 150 1750 1.64 3 208/3 Y 100 NOTES: 1) HYDRONIC HEAT EXCHANGER SCHEDULE DESIGNATION LOCATION BASIS OF DESIGN WATER WEIGHT (LBS) MCA VOLTAGE REMARKS LISTED MBH DERATED MBH GPM FT HD HEAT EWT (F) HEAT LWT (F) COOL EWT (F) COOL LWT (F) HX -01 MECH ROOM 205 PWFY-P72NMU 79.8 56 12.0 EXHAUST 86 105 73 58 85 0.1 208 / 1 SR -A HX -02 MECH ROOM 205 PWFY-P72NMU 79.8 56 12.0 208/1 86 105 73 58 85 0.1 208 / 1 6 HX -03 MECH ROOM 205 PWFY-P72NMU 79.8 56 12.0 85 86 105 73 58 85 0.1 208 / 1 78 HX -04 MECH ROOM 205 PWFY-P72NMU 79.8 56 12.0 PEFY-P15 86 105 73 58 85 0.1 208 / 1 1.45 208/1 100 FCU -6 PEFY-P15 CHILDRENS 110 600 0.5 12 11.5 78 60 1.45 208/1 100 NOTES: 1) NOT USED AIR SEPARATOR SCHEDULE DESIGNATION MANUF. MODEL NUMBER SERVICE INLET SIZE (INCHES) SYSTEM FLOW (GPM) MAX SYSTEM TEMPERA WORKING PRESSURE (PSIG) NOTES NOTES AS -1 SPIROVENT RADIANT FLOOR - - - - 6 TITUS PAR EXHAUST 24x24 1 ER -B NOTES: 1) EXHAUST 12x12 NOTES: 1) VAV TERMINAL UNIT SCHEDULE DESIGNATION LOCATION MANUF. MODEL NUMBER CFM SETTING PRESSURE LOSS AT MAXIMUM CFM (IN. WG.) INLET DUCT SIZE (INCHES) NOTES m - VAV-1 MEETING ROOM TITUS 250 0 0.5 6 TITUS PAR EXHAUST 24x24 1 ER -B NOTES: 1) EXHAUST 12x12 1 NOTES: 1. EXPANSION TANK SCHEDULE DESIGNATION MANUF. MODEL NUMBER SERVICE TANK VOLUME (GALLONS) ACCEPTANCE VOLUME (GALLONS) WORKING PRESSURE (PSIG) NOTES ET -01 - RADIANT FLOOR - - - - 1 ER -A TITUS PAR EXHAUST 24x24 1 ER -B NOTES: 1) AIR INLETS AND OUTLETS SCHEDULE DESIGNATION MANUF. MODEL NUMBER TYPE F SERVICE FACE DIMENSIONS NOTES CD -A TITUS TMS SUPPLY 24x24 1 CD -B TITUS TMS SUPPLY 12x12 1 ER -A TITUS PAR EXHAUST 24x24 1 ER -B TITUS PAR EXHAUST 12x12 1 ER -C TITUS 3FL EXHAUST SEE DWG 1, 2 SR -A TITUS 272RS SUPPLY SEE DWG 1, 2 60 2.73 208/1 100 EFFICIENCY NOTES: 1. VERIFY COLOR AND CEILING FINISH, ALUMINUM AND WHITE UON. 2. FACE DIMENSIONS ON PLANS 5 FAN COIL UNIT SCHEDULE DESIGNATION MITSUBISHI MODEL NUMBER SERVICE FAN CFM ESP (IN WG.) COOLING MCA VOLTAGE / PHASE UNIT WEIGHT (LBS) NOTES TOTAL MBH SENS MBH EAT ('F) LAT (`F) FCU -1 PEFY-P24 MEETING ROOM 104 800 0.5 24 13.7 78 60 2.73 208/1 100 PD IN WG. (FINAL) FCU -2 PEFY-P24 MEETING ROOM 104 800 0.5 24 5.1 78 60 2.73 208/1 100 EFFICIENCY FCU -3 PMFY-PO6 STAFF 116 230 0.5 6 5.5 78 60 0.25 208/1 40 85 FCU -4 PEFY-P15 STAFF 117 600 0.5 12 11.5 78 60 1.45 208/1 100 0.1 FCU -5 PEFY-P15 STAFF 117 600 0.5 12 11.5 78 60 1.45 208/1 100 FCU -6 PEFY-P15 CHILDRENS 110 600 0.5 12 11.5 78 60 1.45 208/1 100 FCU -7 PEFY-P15 CHILDRENS 110 600 0.5 12 11.5 78 60 1.45 208/1 100 GENERAL NOTES: A) 1) FCU -8 PMFY-P12 DATA RACK (STAFF) 300 0.5 12 11.5 78 60 0.26 208/1 40 GENERAL NOTES: A. UNITS SELECTED AT OUTDOOR AIR TEMPERATURES OF: COOLING - 85F DB / 65 F WB , HEATING: 24F B. SEE ACC SCHEDULE FOR EFFICIENCY OF SYSTEM. C. PROVIDE ALL UNITS WITH INTEGRATED CONDENSATE PUMP NUMBERED NOTES: 1 AIR HANDLING UNIT SCHEDULE (DOAS) DESIGNATION LOCATION/SERVICE MANUF. MODEL NUMBER TOTAL AIRFLOW CFM SUPPLY FAN EXHAUST FAN ENERGY RECOVERY CORE HEATING COIL AIR FILTER ELECTRICAL DATA NOTES C 1.„ . MOTOR HP MCA . MOTOR HP SUMMER WINTER CAPACITY (MBH) EER �� SOURCE J _ 0 a PD IN WG. (FINAL) SUP. FILTER (MERV) RET. FILTER (MERV) VOLTAGE / PHASE MCC (AMPS) MOCP (AMPS) WEIGHT (LBS) GPM PD (FT H20) I EFFICIENCY CAPACITY (MBH) GPM PD (FT H20) EFFICIENCY CAPACITY (MBH) GPM AHU-1 MECH 201 GREENHECK ERH-20H 2000 2000 1 2 2000 1 3 85 78 ## 6.5 23 58 ## 30.0 26 5 105 95 0.1 0.1 8 13 208/3 18 25 1,300 NOTES: I GENERAL NOTES: A) 1) PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ,WSP • F LACK+ KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions DI IVI RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER WATER TO WATER HP SCHEDULE DESIGNATION LOCATION SERVICE MANUF. MODEL NUMBER REFRIGERANT COOUNG HEATING VOLTAGE/ PHASE MCA WEIGHT REMARKS CAPACITY (MBH) SOURCE LOAD EER CAPACITY (MBH) SOURCE LOAD COP EWT(F) LWT (F) GPM PD (FT H20) EWT(F) LK (F) GPM PD (FT H20) EWT(F) LWT (F) GPM PD (FT H20) EWT(F) LWT (F) GPM PD (FT H20) WSHP-1 MECH 201 HOT/CHILLED WATER LOOP FLORIDA HEAT PUMP WW210 R -410A 185 85 95 42 13 68 55 34 12 15 195 50 45 42 13 95 105 34 12 4 208/3 70 910 NOTES: I 4 3 2 1 SENA �E pRO QUt Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM HVAC SCHEDULES Copyright © 2012 Perkins+Will iV 2/26/2013'4:00:44 PM D C B A 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans sCheck lltsECH-CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address KCLS - TUKWILA LIBRARY Date The following information Is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington -State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required _ Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401-1424) -1411 Building Department Notes Equipment Performance Yes 1411:1 Minimum efficiency Equipment schedule with tYPe capacity, efficiency M01-00 -- N. A. 1411.1 Combustionhtg. Indicate intermittent ignition, flue/draft damper & jacket loss. N. A. M01-00 Yes 1411.1 Air-cooled chiller Provide total air and water chiller capacity 101-00 M01-00 N.A. 1411.2.1 Water-cooled chiller Full -load and NPLV values adjusted for any non-standard conditions M01-00 m01 -00 Yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule M01-00 M02-00 Mol -00: Yes 1432.3.1 Unenclosed Heat Indicate radiant heat system and occupancy controls. 201.00 SECTION 1434: SEPARATE AIR DISTRUBIiiON SYSTEMS 1412 HVAC Controls Yes 1412.1 Temperature zones Indicate locations on plans M01-00 1432.4 Yes 1412.2 Deadband control. Indicate 5 degree deadband minimum mol -00 1432.4 N.A. indicate metering and trending capabilities; Humidity control Indicate humidistat N. A. 1432.5 Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback M01-00 1433 Yes, 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage M01-00 1433 Yes 1412.4.2 Optimum Start, Indicate optimum start controls mol -00 1434 Yes 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule M01-00 1435 N.A. 1412.6 Combustion heating Indicate modulating or staged control N. A. 1436 Yes 1412.7 Balancing Indicate balancing features on plans M01-00 1437 Yes 1412.8 Ventilation Control Indicate demand control ventilation for high -occupancy areas M01-00 -■ N.A. 7412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock parking garage ventilation system activation and control method. N A. 1438.1 Yes 1422 Thermostat interlock Indicate thermostat interlock on plans Mol -00 1438.2 Yes. 1432.2.1 Temperature Reset Indicate temperature reset method. M01-00. 1438.3 Large Volume sys 1413 ` Air / Water Economizers Yes 1412.1 ` Single zone systems Kitchen Hoods Mol -00 OMNI Indicate multiple cooling stage control capability. Yes' 1413.1 Air Econo Operation i a Indicate 100% capability on schedule m01-00 N. A. 1413,1 \Mr Econo Operation Indicate 100% capacity. at 45 degF db & 40 deg F wb N. A. -- N.A. 1413.2 ; WtrEcono Document Indicate max. OSA condition for design clg load & equipment . erformance data. N. A. Equip Type YP N.A. 1413.3 Integrated: operation Indicate capability for partial cooling N. A. . N. A. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer N. A. 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design; pressures, sealing, and testing requirements. M01-00 Yes 1414.1.2 Low press. duct test Indicate applicable low pressure duct systemsshall be leak tested M01-00 N.A. 1414.1.3 High press. duct test Indicate high pressureduct systems shall be leak tested, and identify the location of this ductwork on plans N. A•! Yes 1414.2 Duct insulation Indicate R -value of insulation on duct M01-00 1415 Piping Systems Yes 1415.1 Piping insulation Indicate R -value of insulation on piping M01.00 -- 1416 Completion Requirements -_- Yes 1416.3.2 System Balancing Indicate air and water system balancing requirements M01-00 Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. M01-00 Yes 1416.3.4 Documentation Indicate O&M manuals, record drawings, staff training M01-00 Yes 1416.3.5 Comm. Report Indicate requirements for final commissioning report M01-00 Yes 1416.4 Compliance Chklist Submit to building official upon substantial completion. 01-00 -_ yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer Mo1-00 2009 Washington State. Energy' Code Compliance Forms for Nonresidential and Multifamily Residential If "no is circled for any question, provide explanation 2009 Washington State Energy Code Compliance, Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued 3 b� MECH-CHK Com lex Code Compliance Forms E TMECH-COMP Systems ,Checklist � � s�� �� � 2009 Washington State Energy for Nonresidential and Multifamily, Residential Revised February 2011 Project Address KCLS - TUKWILA LIBRARY' Date The following additional information is necessary tacheck a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH-CHK checklist for additional requirements). This information must be on the plans since thisis the official record of the permit. Having this information, in separate specifications alone is NOT an, acceptable alternative. For Building Department Use Applicability (yes, no, na) Code Section Component information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY N.A. 1431.1 Field :assem sys. Provide calculations for total onsite energy input/output to equip. N:A. M01-00 Yes 1431.2 System Si7ina indicate equipment & system sizing complies with 1431.2 M01-00' M01-00 Yes( 1432.1 Setback 8, shut-off Indicate separate systems or show isolation devices on plans M01-00; M01-00 Yes 1432;2.1 Air system reset Indicate automatic temperature reset & operation sequence 201-00, m01 -00 Yes 1432.2.2 Hydr. Sys. reset Indicate automatic temperature reset & operation sequence Mos. -00 Mol -00: Yes 1432.3.1 Hydr. Var. Flow Indicate variable flow method for all applicable. systems: 201.00 SECTION 1434: SEPARATE AIR DISTRUBIiiON SYSTEMS Yes 1432.3.X Hydronic Isolation indicate method of isolation for all applicable systems 201-00 N.A; Yes 1432.4 DDC Capabilities Indicate control capabilities including demand response setpoind adj. M01-00 N.A. Yes 1432.4 DDC data mgmt indicate metering and trending capabilities; M01-00 N.A. Yes 1432.5 Pressure Reset lndicate static pressure reset for VAV systems M01-00, N.A. Yes 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption. Demonstrate higher efficiency equipment if required. M01-00 _.. N.A. 1433 Water Economizer Indicate water economizerattd provide calculations showing com•liance with 1413 if 1433 Exception 3 is utilized. N.A. N.A. N.A. 1434 Separate air sys. Indicate special requirement zones: and indicate systems N.A. Input P Yes 1435 Simul. htg. & clg.M01-00 Indicate method of prohibiting simultaneous heating and cooling,, or state exc•etion and show sus •ortin• calculations Evaporators; Indicate`motortype and speed control Yes 1436 Heat recovery Indicate heat recovery of all applicable systems on plans;' complete and attach heat recovery calculations M01-00< indicate condenser, cooling type, design wb temp and control Yes 1437 Elec. motoreffic. MECH-MOT or Equip. Schedule with hp, rpm, efficiency Mol-oo Indicate: design minimum condensing temp and control. Yes 1438 Variable speed drive Indicate VS control or equivalent on schedules for all applicable equip. M01-00, ■ Yes 1438.1 Heat Rejection Indicate heat rejection equipment types and fan types M01-00, N.A. 1438.2 Hot Gas Bypass Indicate cooling equipment staging and: capacity modulation abilities N.A. N.A. 1438.3 Large Volume sys Indicate multiple system rooms & indicate ventilation control N.A. N.A. 1439.1 Kitchen Hoods Indicate source and conditioning of make-up air OMNI N.A. 1439.2 Laboratory Exhaust Indicate HR, VAV, semi -conditioned makeup, or GERM calc N.A. If "no is circled for any question, provide explanation 2009 Washington State Energy Code Compliance, Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued 3 b� MECH-CHK Project Address KCLS -TUKWILA LIBRARY Date 6/13/2013 2009 Washington State Energy Code Compliance Forms~ for Nonresidential and Multifamily Residential Revised' February 2011 Project Address 'KCLS - TUKWILA LIBRARY Date. The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability es no na Code Section Com.onent Information 'Re. uired Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) The following Information Is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 1440 Service water htg. Yes 1441 Elec.water heater Indicate R-10 insulation under tank M01-00 SEER or EER Yes 1442 Shut-off controls Indicate automatic shut-off of'circulators or heat trace M01-00 SECTION 1415: PIPING SYSTEMS Yes 1443 Pipe Insulation Indicate R -value of insulation on piping M01-00 1416.3.4: PROVIDE PROJECT SUPPORTING DOCUMENTATION INCLUDING SYSTEMS DOCUMENTATION, RECORD DRAWINGS, OPERATING MANUALS AS PER THESE SECTIONS. SEE SEPCIFICATION SECTION 01 78 39 FOR ADDITIONAL DETAILS. Yes 1444. Pump Energy Indicate method of pump energy management (Sec 1438) m01 -00 1432.1: SEPARATE SYSTEMS ARE SHOWN ON THE PLANS Yes 1445 Heat Recovery indicate preheat capacity as % ofpeak 'service water demand. Mol -00: 1432.4: SECTION IS NOT APPLICABLE AS TOTAL COOLING CAPACITY IS BELOW 780,000 BTU/H 1432.5: VARIABLE AIR VOLUME SYSTEMS ARE BEING PROVIDED WITH STATIC PRESSURE RESET CONTROLS. SEE CONTROL DIAGRAMS AND SPECIFICATION SECTION 23 09 00 FOR ADDITIONAL DETAILS. 1460 Heated Pools 1433: AIR ECONOMIZERS ARE PROVIDED FOR ALL SYSTEMS. SEE MECHANICAL SCHEDULES. SECTION 1434: SEPARATE AIR DISTRUBIiiON SYSTEMS 1434: SECTION IS NOT APPLICABLE AS THERE ARE NO ZONES WITH SPECIAL PROCESS TEMPERATURE OR HUMIDITY REQUIREMENTS N.A 1452 Heat Pump. COP Indicate, minimum COP'of 4.0 N.A; 1437: MOTORS SHALL HAVE NOMINAL FULL LOAD EFFICIENCY IN COMPLIANCE WITH THIS SECTION. SEE SPECIFICATION SECTION 23 05 13 FOR ADDITIONAL DETAILS. N.A. 1452', Heater Efficiency Indicate pool heater; efficiency N.A. SECTION 1441: WATER HEATER INSTALLATION N.A. 1453 Pool heater controls Indicate switchand`65 degree control N.A. SECTION 1444: ENERGY CONSERVATION N.A. 1454 P001 covers Indicate vapor retardant cover N.A. 1J,A. 1454 Pools<90+ degrees' Indicate. R-12 pool. cover N.A. • 1455 Heat Recovery Indicate method and capacity of exhaust air temperature:reduction. N.A. Equip Type COLD STORAGE (Sections 1460-1465) OSA cfm or Econo? Input P 1460 Cold Storagg `N.A. 1463 Evaporators; Indicate`motortype and speed control N.A. N.A. 1464 Condensors indicate condenser, cooling type, design wb temp and control N.A. N.A. 1465 Compressors Indicate: design minimum condensing temp and control. N.A. Ifn "no" is indicated for any iteni in Sections 1401-1424 or 1440-1465 , provide' explanation.: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential e harucal Surma M E H=SIJ M 2009 Washin on State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info Project Address KCLS -TUKWILA LIBRARY Date 6/13/2013 14242 TUKWILA INTERNATIONAL BLVD For Building Dept. Use TUKWILA, WA 98168 Applicant Name: WSP-600 UNIVERSITY STREET SUITE 500 Applicant Address: SEATTLE, WA 98101 Applicant Phone: 206.342.9900 Project Description ) p Brieflydescribe mechanical system type and features >rp LI Includes Plans New 10 000 SF library utilizingradiant floor'heating/cooling. Ground rY Source'ener '., exchange and'Water-water heat pump to' provide energy g 100% i heating/cooling. dedicated outdoor atr,systetn and Air -source heat pump for full load heating/cooling back-up Include documentation requiring compliance with commissioning requirements, Section 1.416; Compliance Optxori, c Simple System i; Complex System i ; Systems Analysis (See Decision Flowchart(over) for qualifications. Use separate MECH-SUM for simple & complex E ui merit Schedules. The following Information Is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling, Equipment Schedule Equip. ID Equip Type Brand"Nam& Model No.t Capacity2 Btufi OSA CFM or Econo? SEER or EER IPLV3 Econmizer Optionor Exception° Heat Recovery Y/N 1414.1.2 PROVIDE DUCT TESTING AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 23 31 00 FOR ADDITIONAL DETAILS 1414.2 PROVIDE DUCT INSULATION AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 23 07 00 FOR ADD[ONAL DETAILS SECTION 1415: PIPING SYSTEMS 1415.1: PROVIDE PIPING INSULATION AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 23 07 00 FOR ADDITIONAL DETAILS. SECTION 1416: COMPLETION REQUIREMENTS 1416.3: MECHANICAL SYSTEMS AND EQUIPMENT SHALL BE COMMISIONED IN COMPLIANCE WITH WSEC SECTION 1416. SEE SPECIFICATION SECTIONS 01 91 13 AND 23 08 00 FOR ADDITIONAL DETAILS. 1416.3.2.2: AIR SYSTEMS SHALL BE BALANCED PER THIS SECTION. SEE SPECIFICATION SECTION 23 05 93 FOR ADDITIONAL DETAILS 1416.3.2.3: HYDRONIC SYSTEMS SHALL BE BALANCED PER THIS SECTION. SEE SPECIFICATION SECTION 23 05 93 FOR ADDITIONAL DETAILS 1416.3.4: PROVIDE PROJECT SUPPORTING DOCUMENTATION INCLUDING SYSTEMS DOCUMENTATION, RECORD DRAWINGS, OPERATING MANUALS AS PER THESE SECTIONS. SEE SEPCIFICATION SECTION 01 78 39 FOR ADDITIONAL DETAILS. 1416.3.5: COMMISSIONING REPORT SHALL BE PROVIDED AS PER THIS SECTION. SEE SPECIFICATION SECTIONS 01 91 13 AND 23 08 00 FOR ADDITIONAL DETAILS.. SECTION 1431: COMPLEX SYSTEMS 1431.2: SYSTEMS ARE SIZED IN ACCORDANCE WITH THIS SECTION. LOAD CALCULATIONS HAVE BEEN PERFORMED USING AN EQUIVALENT COMPUTATION PROCEDURE WiTH INTERIOR TEMPERATURE SETPOINTS OF 70F (HEATING) AND 75F COOLING. 1431.2: NOT APPLICABLE AS TOTAL EQUIPMENT COOLING CAPACITY DOES NOT EXCEED 300 TONS SECTION 1432: CONTROLS 1432.1: SEPARATE SYSTEMS ARE SHOWN ON THE PLANS 1432.1: ZONES SERVED BY MULTIPLE SYSTEMS SHALL INCLUDE CONTROLS TO ISOLATE HEATING AND COOLING FROM OPERATING SIMULANEOUSLY 1432.2.1: AIR SYSTEM RESET CONTROLS ARE NOT REQUIRED AS SYSTEMS DO NOT SERVE MULTIPLE ZONES 1432.2.2: HYDRONIC SYSTEM RESET CONTROLS ARE NOT REQUIRED AS SYSTEM HAS DESIGN CAPACITY LESS THAN 300,000 BTU/H 1432.3.1: VARIABLE SPEED DRIVES ARE BEING PROVIDED FOR ALL PUMPS 1432.4: PROVIDE DDC SYSTEM WITH TRENDING CAPABILITY AND DEMAND RESPONSE SETPOINT ADJUSTMENT PER THIS SECTION. SEE SPECIFICATION SECTION 23 09 00 FOR ADDITIONAL DETAILS. 1432.4: SECTION IS NOT APPLICABLE AS TOTAL COOLING CAPACITY IS BELOW 780,000 BTU/H 1432.5: VARIABLE AIR VOLUME SYSTEMS ARE BEING PROVIDED WITH STATIC PRESSURE RESET CONTROLS. SEE CONTROL DIAGRAMS AND SPECIFICATION SECTION 23 09 00 FOR ADDITIONAL DETAILS. 1432.5: PER THE EXCEPTION, VARIABLE AIR VOLUME SYSTEMS ARE RESETTING FAN SPEED DIRECTLY BASED ON ZONE AIRFLOWS. SECTION 1433: ECONOMIZERS 1433: AIR ECONOMIZERS ARE PROVIDED FOR ALL SYSTEMS. SEE MECHANICAL SCHEDULES. SECTION 1434: SEPARATE AIR DISTRUBIiiON SYSTEMS 1434: SECTION IS NOT APPLICABLE AS THERE ARE NO ZONES WITH SPECIAL PROCESS TEMPERATURE OR HUMIDITY REQUIREMENTS SECTION 1435: SIMULTANEOUS HEATING AND COOUNG 1435: SYSTEMS SHALL NOT PROVIDE HEATING AND COOLING TO A ZONE SIMULTANEOUSLY. ZONES SERVED BY ONLY HEAT PUMP FAN COIL UNITS ARE PHYSICALLY UNABLE TO PROVIDE SIMULTANEOUS HEATING AND COOLING. ZONES SERVED BY RADIANT FLOOR AND HEAT PUMP FAN COIL UNITS SHALL USE THE BUILDING MANAGEMENT SYSTEM TO LOCK OUT COOUNG WHILE HEATING IS ENABLED. SECTION 1436: HEAT RECOVERY 1436.1: HEAT RECOVERY IS PROVIDED BY AHU-1 HEAT WHEEL SECTION 1437: ELECTRIC MOTOR EFFICIENCY 1437: MOTORS SHALL HAVE NOMINAL FULL LOAD EFFICIENCY IN COMPLIANCE WITH THIS SECTION. SEE SPECIFICATION SECTION 23 05 13 FOR ADDITIONAL DETAILS. SECTION 1439: EXHAUST SYSTEMS 1439.1: NOT APPLICABLE AS NO KITCHEN HOODS ARE INCLUDED IN PROJECT 1439.2: NOT APPLICABLE AS NO LABORATORY EXHAUST SYSTEMS ARE INCLUDED IN PROJECT SECTION 1440: DOMESTIC WATER SYSTEMS SECTION 1441: WATER HEATER INSTALLATION 1441: ELECTRIC WATER HEATERS SHALL BE MOUNTED ON R-10 INSULATED SURFACE SECTION 1442: SHUT-OFF CONTROLS 1442: HOT WATER CIRCULATORS SHALL TURN OFF WHEN BUILDING IS UNOCCUPIED SECTION 1443: PIPE INSULATION 1443: PROVIDE PIPE INSULATION AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 22 07 19 FOR ADDITIONAL DETAILS. SECTION 1444: ENERGY CONSERVATION 1444: NOT APPLICABLE AS PUMPS DO NOT EXCEED 7.5 HP Heating Ectuipntent Schedule Equip. Equip Type Brand Name ' l Model No: Capacity' Btu/11 OSA cfm or Econo? Input P pBtuh OutputEfficiency aHeat Recovery Y/N Fan Equipment Schedule Equip. ID Equip Type YP Brand Name ' ' Model No: CFM SP 1 HP/BHP Flow' Controls Location of Service' 'If available. 2 As tested according to Table 14-1A through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 6 Flow control types: variable air volume(VAV), constant volume (CV); or variable speed (VS). 6 Exception number from Section 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Econo iZ r MECH-ECO 2009 Washington state EnergyCode Compliance Forms for Nonresidential and Multifamily Residential 9 Revised, February 2011 Economizer ummary Check box(es) for exceptions being claimed. List the system/equipment that qualifies far each exception. See Section 1433 for full description of Economizer requirements. F. ❑_Econo:100°Io OUTDOOR AIR SYSTEM Air ❑Ex1: O Ex 2: ❑ Ex 3: ❑ .Ex,4: ❑ Ex5: I:1 Ex 9a: ❑ Ex 6:: ❑ Ex 9b: ❑ Ex7: 0 Ex9c: ❑:Ex10: Decision Flowchart Ex 8. Use this flowchart to determine if project complies with Economizer requirements. If not, the Systems Analysis Option must be used. 2009 WASHINGTON STATE ENERGY CODE (WSEC) GENERAL NOTES THE PROJECT'S COMPLIANCE WITH THE WASHINGTON STATE ENERGY CODE IS OUTLINED IN THE WA STATE MECHANICAL NREC COMPLIANCE FORMS. FURTHER INFORMATION IS PROVIDED BELOW FOR CLARITY. WSEC SECTION INFORMATION REQUIRED SECTION 0 1402: MECHANICAL VENTILATION 1402: THE PROJECT COMPLIES WITH THE MINIMUM REQUIREMENTS FOR VENTILATION PER THE WASHINGTON STATE MECHANICAL CODE. 100% OUTSIDE AIR IS PROVIDED FOR VENTILATION. SECTION 1411: EQUIPMENT PERFORMANCE 1411.1: EQUIPMENT EFFICIENCIES ARE LISTED ON MECHANICAL EQUIPMENT SCHEDULES 1411.4: HEAT PUMPS ARE LISTED ON MECHANICAL EQUIPMENT SCHEDULES SECTION 1412: HVAC CONTROLS 1412.1: EACH AIR CONDITIONING SYSTEM HAS AT LEAST ONE TEMPERATURE CONTROL DEVICE. SENSORS ARE SHOWN ON THE FLOOR PLANS. 1412.2: PROVIDE DEADBAND FOR CONTROLS (5 DEGREES F) PER SPECIFICATION SECTION 23 09 93 1412.4: THE BUILDING MANAGEMENT SYSTEM SHALL HAVE THE CAPACITY FOR SETBACK, 7 DIFFERENT DAY TYPES, A 7 DAY CLOCK, RETAIN iTS PROGRAMMING FOR 10 HOURS IN THE EVENT OF A POWER OUTAGE AND INCLUDE AN ACCESSIBLE MANUAL OVERIDE AS SPECIFIED IN SECTION 23 09 00. 1412.4.1: MOTORIZED DAMPERS ARE BEING PROVIDED ON ALL OUTSIDE AIR INTAKES, EXHAUST OUTLETS, AND RELIEF OUTLETS. SEE PLANS / CONTROL DRAWINGS FOR LOCATIONS. 1412.4.1: NON -MOTORIZED / GRAVITY DAMPERS ARE BEING PROVIDED PER EXCEPTION 3 1412.4.1: DAMPERS SHALL HAVE A MAXIMUM LEAKAGE RATE OF 10 CFM/SF AT 1.0" WG (MOTORIZED) AND 20 CFM/SF AT 1.0" WG (NON -MOTORIZED) PER SPECIFICATION 23 33 13 1412.4.2: SYSTEMS SHALL BE PROVIDED WITH OPTIMUM START CONTROLS PER SPECIFICATION 23 09 93 1412.5: HEAT PUMPS ARE NOT PROVIDED WITH SUPPLEMENTAL. HEAT. CONTROLS WILL ALWAYS USE COMPRESSION HEAT AS THE FIRST STATE OF HEAT 1412.7: BALANCING DAMPERS AND VALVES ARE SHOWN ON THE FLOOR PLANS . SEE CONTROL DIAGRAMS FOR INDICATION OF DCV.VAV-1 SF 1412.8: DEMAND CONTROL VENTILATION SHALL BE PROVIDED FOR DENSELY OCCUPIED SPACES LARGER THAN 500 (VAV-1). 1422: THERMOSTAT INTERLOCK WILL BE PROVIDED PER SPECIFICATION 23 09 93 1432.2.1: TEMPERATURE RESET WILL BE PROVIDED PER SPECIFICATION 23 09 93 SECTION 1413: ECONOMIZERS 1413.1: SEE SECTION 1424 (SIMPLE SYSTEMS) FOR ECONOMIZER COMPLIANCE NOTES 1413.1: SEE SECTION 1433 (COMPLEX SYSTEMS) FOR ECONOMIZER COMPLIANCE NOTES SECTION 1414: DUCTING SYSTEMS 1414.1: PROVIDE DUCT SEALING AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 23 31 00 FOR ADDITIONAL DETAILS 1414.1.2 PROVIDE DUCT TESTING AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 23 31 00 FOR ADDITIONAL DETAILS 1414.2 PROVIDE DUCT INSULATION AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 23 07 00 FOR ADD[ONAL DETAILS SECTION 1415: PIPING SYSTEMS 1415.1: PROVIDE PIPING INSULATION AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 23 07 00 FOR ADDITIONAL DETAILS. SECTION 1416: COMPLETION REQUIREMENTS 1416.3: MECHANICAL SYSTEMS AND EQUIPMENT SHALL BE COMMISIONED IN COMPLIANCE WITH WSEC SECTION 1416. SEE SPECIFICATION SECTIONS 01 91 13 AND 23 08 00 FOR ADDITIONAL DETAILS. 1416.3.2.2: AIR SYSTEMS SHALL BE BALANCED PER THIS SECTION. SEE SPECIFICATION SECTION 23 05 93 FOR ADDITIONAL DETAILS 1416.3.2.3: HYDRONIC SYSTEMS SHALL BE BALANCED PER THIS SECTION. SEE SPECIFICATION SECTION 23 05 93 FOR ADDITIONAL DETAILS 1416.3.4: PROVIDE PROJECT SUPPORTING DOCUMENTATION INCLUDING SYSTEMS DOCUMENTATION, RECORD DRAWINGS, OPERATING MANUALS AS PER THESE SECTIONS. SEE SEPCIFICATION SECTION 01 78 39 FOR ADDITIONAL DETAILS. 1416.3.5: COMMISSIONING REPORT SHALL BE PROVIDED AS PER THIS SECTION. SEE SPECIFICATION SECTIONS 01 91 13 AND 23 08 00 FOR ADDITIONAL DETAILS.. SECTION 1431: COMPLEX SYSTEMS 1431.2: SYSTEMS ARE SIZED IN ACCORDANCE WITH THIS SECTION. LOAD CALCULATIONS HAVE BEEN PERFORMED USING AN EQUIVALENT COMPUTATION PROCEDURE WiTH INTERIOR TEMPERATURE SETPOINTS OF 70F (HEATING) AND 75F COOLING. 1431.2: NOT APPLICABLE AS TOTAL EQUIPMENT COOLING CAPACITY DOES NOT EXCEED 300 TONS SECTION 1432: CONTROLS 1432.1: SEPARATE SYSTEMS ARE SHOWN ON THE PLANS 1432.1: ZONES SERVED BY MULTIPLE SYSTEMS SHALL INCLUDE CONTROLS TO ISOLATE HEATING AND COOLING FROM OPERATING SIMULANEOUSLY 1432.2.1: AIR SYSTEM RESET CONTROLS ARE NOT REQUIRED AS SYSTEMS DO NOT SERVE MULTIPLE ZONES 1432.2.2: HYDRONIC SYSTEM RESET CONTROLS ARE NOT REQUIRED AS SYSTEM HAS DESIGN CAPACITY LESS THAN 300,000 BTU/H 1432.3.1: VARIABLE SPEED DRIVES ARE BEING PROVIDED FOR ALL PUMPS 1432.4: PROVIDE DDC SYSTEM WITH TRENDING CAPABILITY AND DEMAND RESPONSE SETPOINT ADJUSTMENT PER THIS SECTION. SEE SPECIFICATION SECTION 23 09 00 FOR ADDITIONAL DETAILS. 1432.4: SECTION IS NOT APPLICABLE AS TOTAL COOLING CAPACITY IS BELOW 780,000 BTU/H 1432.5: VARIABLE AIR VOLUME SYSTEMS ARE BEING PROVIDED WITH STATIC PRESSURE RESET CONTROLS. SEE CONTROL DIAGRAMS AND SPECIFICATION SECTION 23 09 00 FOR ADDITIONAL DETAILS. 1432.5: PER THE EXCEPTION, VARIABLE AIR VOLUME SYSTEMS ARE RESETTING FAN SPEED DIRECTLY BASED ON ZONE AIRFLOWS. SECTION 1433: ECONOMIZERS 1433: AIR ECONOMIZERS ARE PROVIDED FOR ALL SYSTEMS. SEE MECHANICAL SCHEDULES. SECTION 1434: SEPARATE AIR DISTRUBIiiON SYSTEMS 1434: SECTION IS NOT APPLICABLE AS THERE ARE NO ZONES WITH SPECIAL PROCESS TEMPERATURE OR HUMIDITY REQUIREMENTS SECTION 1435: SIMULTANEOUS HEATING AND COOUNG 1435: SYSTEMS SHALL NOT PROVIDE HEATING AND COOLING TO A ZONE SIMULTANEOUSLY. ZONES SERVED BY ONLY HEAT PUMP FAN COIL UNITS ARE PHYSICALLY UNABLE TO PROVIDE SIMULTANEOUS HEATING AND COOLING. ZONES SERVED BY RADIANT FLOOR AND HEAT PUMP FAN COIL UNITS SHALL USE THE BUILDING MANAGEMENT SYSTEM TO LOCK OUT COOUNG WHILE HEATING IS ENABLED. SECTION 1436: HEAT RECOVERY 1436.1: HEAT RECOVERY IS PROVIDED BY AHU-1 HEAT WHEEL SECTION 1437: ELECTRIC MOTOR EFFICIENCY 1437: MOTORS SHALL HAVE NOMINAL FULL LOAD EFFICIENCY IN COMPLIANCE WITH THIS SECTION. SEE SPECIFICATION SECTION 23 05 13 FOR ADDITIONAL DETAILS. SECTION 1439: EXHAUST SYSTEMS 1439.1: NOT APPLICABLE AS NO KITCHEN HOODS ARE INCLUDED IN PROJECT 1439.2: NOT APPLICABLE AS NO LABORATORY EXHAUST SYSTEMS ARE INCLUDED IN PROJECT SECTION 1440: DOMESTIC WATER SYSTEMS SECTION 1441: WATER HEATER INSTALLATION 1441: ELECTRIC WATER HEATERS SHALL BE MOUNTED ON R-10 INSULATED SURFACE SECTION 1442: SHUT-OFF CONTROLS 1442: HOT WATER CIRCULATORS SHALL TURN OFF WHEN BUILDING IS UNOCCUPIED SECTION 1443: PIPE INSULATION 1443: PROVIDE PIPE INSULATION AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 22 07 19 FOR ADDITIONAL DETAILS. SECTION 1444: ENERGY CONSERVATION 1444: NOT APPLICABLE AS PUMPS DO NOT EXCEED 7.5 HP RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System 9WSP • F LAC K+ KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title HVAC -WASHINGTON STATE ENERGY CODE FORMS Sheet M01-00 Copyright © 2012 Perkins+Will N 2/26/2013 4:00:44 PM D C B A 5 4 3 2 SHEET NOTES A. GLS/GLR TO BE BURIED 6FT BELOW FINISHED GRADE. B. WELLS TO BE 300 FT. DEEP SPACED 20 FT APART. C. ONE WELL SIZED FOR 1.2 TONS (14.2 MBH) OF HEATING/COOLING CAPACITY. D. BORE HOLES SHALL GO ONLY IN AREAS DEEMED APPROPRIATE BY THE CIVIL AND STRUCTURAL ENGINEERS. BORE HOLES MUST REMAIN A MINIMUM OF 20'-0" APART FROM EACH OTHER. E. FINAL SIZING OF THE GEOTHERMAL SYSTEM BY THE CONTRACTOR. SIZE TO AVOID THERMAL DEGRADATION OVER TIME SO THE ANNUAL PERFORMANCE REMAINS CONSISTENT. F. THE BORE HOLE FLUID SIDE OF THE GEOTHERMAL LOOP SHALL BE AN ENVIRONOL/ETHYL ALCOHOL AND WATER MIXTURE. REFRACTOMETER OR DENSITY TEST FOR PROTECTION TO 25-F, 25% MIXTURE BY VOLUME = 22.9 GALLONS PER 100 GALLONS. NUMBERED NOTES VERTICAL GROUND LOOP WELL (TYP-8) SPACED 20 FT APART ON CENTER AND 6" DIAMETER X 300 FT DEEP TERMINATING 6'-0" BELOW FINISHED GRADE. TEMPERATURE SENSOR LOCATED 15 FT MINIMUM BELOW GRADE. 1 PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library D 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System 3" GLS/R UP TO EC A A ME I E 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 PERMIT SUBMITTAL 50% CD COORDINATION Drawing Issue 6/17/2013 5/31/2013 Date Revisions ,4141.6.4,41 - 4.2e Aiitr 40116:3; SAS ISSUE Sheet Information Job Number 161028.000 7 Drawn Checked TM Approved TM RECEIVED CITY OF TUKWILA HVAC SITE PLAN JUN 2 1 2013 PERMIT CENTER sEpAi PERM APPR REQU HVAC SITE PLAN NTS ATE TAND VAL 5 4 3 2 1 Copyright ©2012 Perkins+Will CV re N 0 a _co M N C:\Users\USBG03225\Documents1MPF-10450-KCLS Tukwila Branch - 2013_USBG03225.rvt D C B A TrT r1a UE3 FUL F U ire �J. ) c - II I CO ;-ICT) ) ) J � v u I 103 FLL n r-• 112 5L3 HVAC RADIANT FLOOR PLAN 3/16" =1-0" rl ( 111 STUDY 1C 4O�,iC 1 1 1-05 I r ALCOVE 106E 20 -SF i II I ll ROOM s52V'r:. )( ) I! c ( ) ( I 1, ) TEEN iI J xi r I� u 1 II L--1 1) • SHEET NOTES: A. RADIANT FLOOR IN -SLAB PIPING TO ROUTE BETWEEN THE IN -SLAB ELECTRICAL FLOOR CONDUIT SYSTEM AND WILL CROSS ONLY IF IT IS NEEDED. SEE SHEET E04-01 FOR DETAIL OF IN -SLAB ELECTRICAL FLOOR SYSTEM. NUMBERED NOTES: F1 B fr RADIANT FLOOR ZONE. EACH HATCHED AREA REPRESENTS A SEPERATE RADIANT FLOOR ZONE IN -SLAB RADIANT FLOOR TEMPERATURE SENSOR. ROUTE RADIANT PIPING AROUND FLOOR DRAINS. RECEIVED ITY OF TUKWILA D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System WSP■ FLAC K+ . U RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wsptk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title HVAC RADIANT FLOOR PLAN JUN 2 1 2013 SEPARATE PEh JIT' AND PERMIT CENTOE 3PROVAL I��I?D Sheet M02-00 Copyright © 2012 Perkins+Will CV C:\Users\USBG032251Documents1MPF-10450-KCLS Tukwila Branch - 2013 USBG03225.rvt D C B A ER C (125) (VAV) (800) TYP-2 ER -C, 24x10 1 ( 0 ) 1777:7777. 7T ,- :7- . '[ 7.77.77.7.:!7.7.T717.77.74 l <`' i\—/1-1 . [ I �!/ -_ -- 'i<ITCHENETTE \J .. l ALCOVE 106B 20 SF I Z� SR -A, 6x6 STAFF 117 -I 699 SF VESTIBUL 100 117 SF LD -A, 2' (50) TYP-4 1 6"o 6"o UP TO LEVEL 2 '1' COV]MUNITY �ci�?J1LAIC 103 1 827 SF 55: 6"o 6"o 10"o i' CD -B, 8" \l (125) TYP-2. ASSISTANCE POINTS 1 ..10 145 SF CD -B, 4o (25) CD -B, 4o (35) 12x10 UP 10x10 UP 3" GLS/R UP CD -B, 40 (25) N SR -A, 10x6 (95) TYP-3 , WOMEN TEEN )LOUNGE 108 220 SF 12"1112" SR -A, 10x10 250 (TYP-2) 250 (TYP-2) r- MEN I' � c:. (50) STUDY 110 1.74Z37 SF CHI L.DRIEN'S 112 543 SF i SRA-, 10x6 (130) TYP-7 L. rl T r1 16"x10" HVAC FLOOR PLAN - LEVEL 01 3/16" =1'-0" ;7 SR -A, 24x10 (800) TYP-2 SHEET NOTES: A. ABC NUMBERED NOTES: PROVIDE WINDOW CONTACT BUILT INTO THE WINDOW FRAME TO ALLOW FOR CONTROL BY THE BMS TO TURN OFF FCU'S AND RADIANT FLOOR VALVES WHEN OPERABLE WINDOWS ARE OPEN. ROUTE CONDENSATE TO NEAREST SINK AIR GAP. 1" HWS/R TAKE -OFFS FROM 2" MAINS TO ROUTE TO EACH RADIANT MANIFOLD. MOUNT T -STAT 60" AFF. PROVIDE WITH YOUNGS REGULATOR REMOTE ACTUATED BALANCING DAMPER. RECEIVED Y OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bWSP • FL C K -F KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title HVAC FLOOR PLAN - LEVEL 01 S ABATE PERM IT AND APPROVAL E' U RED Sheet 02-01 Copyright © 2012 Perkins+Will CV — 6/14/201S5:18:55 PM C:\Users\USBG03225\Documents\MPF-10450-KCLS Tukwila Branch - 2013_USBG03225.rvt D C B A 5) 8 rr 1— 1 ELECTRICAL _s- 1 HVAC FLOOR PLAN - LEVEL 02 3/16" = 1'-0" bt3 21 5 1 4 1 3 1 2 1 RECEIVED ITV OF TUKWILA JUN 2 1 2013 PERMIT CENTER SEP, PER APP REQ D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System SP • F LACK+ KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title HVAC FLOOR PLAN - LEVEL 02 BRAT E WAND $l!OVA Jd�iP] Sheet \ M02-02 Copyright © 2012 Perkins+Wi1I CV a' co .co M • O v C:\Users\USBG03225\Documents\MPF-10450-KCLS Tukwila Branch - 2013 USBG03225.rvt D C B \L (10 SHEET NOTES: A. ABC NUMBERED NOTES: -7 1115 � �.� �mA� , .mw®n, ,..X,.MIAA,Am,�A„w,.:.A,6„..,, ,... ,,.,,�.,[..�tnA=Y� ..,,, ,1.0M�m ..,A[ox„MA...,,,A.. ,...W,,, ,AM..,MMANANAMODD,,.��f,.0.a. �w,.� a,� A NA A M �<�wa ..51AAmIAG. AA.10 a. .511m,A,amrA ar OMAIXIaMIaP1w ,1541A....,...... .".L..l.. 0 M .. M.ANA,.. 4 ICA 1,14, 53,5,Cap5IMADdlit.MAIACAscAA555,550fettnes.5ntienEMIA.MOVAIAMAA55505AAPTIAMIAVAIIMANIAIRIAA WO 01100251MIm011110•11..00..k,.01100..a.A..0,5A6A.wM w,,,w,.0p„5115„ANW.M.WATIANIAAMIIMIVA.a0......,..(455.1d104.551.5A5p.IAGtiMo... a,.NP.A.,.y. r..®.,. ...„mp00w.7..m,.1151mn..AAMOD,. „PIA*111515:71,. ®a11411211wu051Aro.w..A17110AW.W,0m VxADAI,Mm„ NOT USED PROVIDE WINDOW CONTACT BUILT INTO THE WINDOW FRAME TO ALLOW FOR CONTROL BY THE BMS TO TURN OFF FCU'S AND RADIANT FLOOR VALVES WHEN OPERABLE SKYLIGHTS ARE OPEN. D C B Al A HVAC ROOF PLAN 3/16" =1'-0"�+,® RECEIVED OF TUKWILA PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bWSP . S LACK+ KU DITZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Tide HVAC ROOF PLAN JUN 2 1 2013 SEPARATE PER V LT AND PERMIT CENTERAppFMAL r. r'., REQL ':ED Sheet M02-03 Copyright © 2012 Perkins+WAI CV tNE 0 C:\Users 1USBG032251Documents\MPF-10450-KCLS Tukwila Branch - 2013 USBG03225.rvt D ACCESS PANEL VRF HEX UNITS STACKED C SHEET PLENUM TO SEPARATE LOUVER FROM MECHANICAL ROOM SHEET METAL DUCT UP TO RELIEF HOOD B A ACCESS PANEL 20x12 UP THRU ROOF W/ GOOSENECK DN TO LEVEL 1 1" ACOUSTICAL ---- LINING MECHANICAL ............. 201 0 CV r L r L - ---- r / / ``X / r - L r L 2" ACOUSTICAL LINING—'1 EXHAUST / SUPPLY — UP/DOWN! VFD'S FOR PUMPS AND AHU-1 HVAC ENLARGED PLAN - LEVEL 02 1/2" = 1'-0" PLUMBING AND FIRE PROTECTION IN THIS AREA. 3" GEOTHERMAL PIPING UP/DOWN ELECTRICAL 202 WATER TREATMENT FD SHEET NOTES: A. ABC NUMBERED NOTES: MOUNT ON NEOPRENE PAD AND USE A WASHER GROMMET USED AT THE BOLT CONNECTIONS TO STRUCTURE. PROVIDE COMPRESSOR BLANKET. b IP RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bWSP • F LAC f+ KU RIZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn Author Checked Checker Approved Approver Title HVAC ENLARGED PLANS iE ARA E APPROVAL EUcE'D Sheet 03-01 Copyright © 2012 Perkins+Wil *\Y y/ 20"x12" MECHANICAL ............. 201 0 CV r L r L - ---- r / / ``X / r - L r L 2" ACOUSTICAL LINING—'1 EXHAUST / SUPPLY — UP/DOWN! VFD'S FOR PUMPS AND AHU-1 HVAC ENLARGED PLAN - LEVEL 02 1/2" = 1'-0" PLUMBING AND FIRE PROTECTION IN THIS AREA. 3" GEOTHERMAL PIPING UP/DOWN ELECTRICAL 202 WATER TREATMENT FD SHEET NOTES: A. ABC NUMBERED NOTES: MOUNT ON NEOPRENE PAD AND USE A WASHER GROMMET USED AT THE BOLT CONNECTIONS TO STRUCTURE. PROVIDE COMPRESSOR BLANKET. b IP RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bWSP • F LAC f+ KU RIZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn Author Checked Checker Approved Approver Title HVAC ENLARGED PLANS iE ARA E APPROVAL EUcE'D Sheet 03-01 Copyright © 2012 Perkins+Wil 2/26/2013-4:0044 PM 5 4 A BUFFER TANK 3 1 3" --o*at ACHP-1 288 MBH BC -1 HEX HEX HEX HEX 2 ( RS/RL LINES TO SUPPLEMENTAL ) FAN COILS AT MEETING ROOM STAFF AND CHILDRENS. (TYP-8) WSHP-01 144 MBH /////////////// GROUND LOOP L HVAC HYDRONIC DIAGRAM NTS 5 4 3 1 2" 2 DOAS HC CP 03 1 RADIANT FLOOR MANIFOLDS (TYP-8) 2" HWS/R TO RADIANT FLOOR MANIFOLDS RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D c B A PERKI N S +WI L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ,wWSP• FLACK+KURTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title HVAC HYDRONIC DIAGRAM SEPARATE PERMIT MD APPROVAL REQUIRED Sheet 04-01 Copyright © 2012 Perkins+Will 2/26/2013 4:00'.44 PM D C B A "Y" LATERAL FITTING OVAL DRAW BAND WORM -DRIVE HW PIPING —7 TO ROUND TRANSITION BALANCING DAMPER MAIN SUPPLY DUCT ROUND CONNECTION WITH 3/8" RAISED BEAD SAME DIAMETER AS FLEX CONNECTION. 1 MAIN ROUND DUCT S 3/4" SUPPLY HEADER MOTORIZED VALVE ACTUATOR WIRED TO RELIEF AIR VENT (TYP) WALL MOUNTED THERMOSTAT IN ZONE. ONE THERMOSTAT PER ZONE. 11111, 45 o ROLL WYE TOWARD SLOT INLET NECK FLEXIBLE DUCT TO DIFFUSER •— �� 1 1 BALANCING CAP VALVES 6"MAX BALANCING DAMPER4ff ROUND DUCT COLLAR WITH 318" RAISED BEAD AND BALANCING DAMPER ROUND TAP TO ROUND MAIN NC NC �' � FLAT OVAL, SEE SCHEDULE EQUIVALENT TO ROUND FOR FLEXIBLE DUCT TO SIZE DIFFUSER SHUT OFF VALVES S J 11 ®88® — / C RETURNO. HEADER 11. ` '.''` '=� i i '• 88 j j moi'I 2 li 1 UNION I V NC v (TYP) ISOLATION/ / VALVE FLAT OVAL EQUIVALENT ROUND 1 H u -w" j■ �, - 30n MAX ROUND 0 FLAT OVAL INCHES PEX TUBING �° ° .. ° ° ° �' ._,Z1,6„. 6"��PIPE 4x9 o 11111011 7 5x10SHIELD 8" 6x11 FLOOR / 3/4 TO FLOOR DRAIN NOTES: COVERING 7 d 4 6 j j V._---- MAIN DUCT ROUND TAP TO RECTANGULAR MAIN FLEXIBLE DUCT TO DIFFUSER SPIN -IN ROUND COLLAR WITH 3/8" RAISED BEAD & BALANCING DAMPER 10" 6x11 ;a o o 4 ad s / 12" 7x20 ♦' 4040 • 'r�������♦ ♦ ��������� ������A 1. PROVIDE 5 GALLON POT FEEDER FOR HEATING WATER SYSTEM 14" 8x22 0 �. 0 .0. , d y n' 42 16" 8x30 FRONT VIEW SIDE VIEW ROUND TAP TO RECTANGULAR MAIN (TAP SMALLER THAN MAIN) (TAP LARGER THAN MAIN) 6 LOW PRESSURE BRANCH DUCT CONNECTIONS 4 RADIANT FLOOR MANIFOLD CHEMICAL POT FEEDER DETAIL - NONE NONE NONE STEEL OR THREADED HANGER ROD(4) tr 1" LINE -PIPE TO NEAREST FLOOR DRAIN LAPPED AND COMPRESSED SEE DETAIL "B" TO SUPPORT WEIGHT OF PUMP, MOTOR AND SUPPORTS ATTACH TO STRUCTURE LINER ADHERED TO THE DUCT WITH 100% COVERAGE OF ADHESIVE 1W V PIPE HANGERS TO SUPPORT PIPE AND SPRING VIBRATION ISOLATOR TYPE MASON411111, INDUSTRIES 30N VALVING (WEIGHT OF VALVES CORNER BREAK LONGITUDINAL - ��IUU11�I '1 6" /. `,i' .1 AUTOMATIC AIR FROM PUMP DISCHARGE OR SIDE MINAL UNIT ENTERING VENT HANGER ROD ..-- NOT TO BE ON PUMP CASING) ECCENTFITTING RIC REDUCER ECCENTRIC INCREASER FITTING JOINT , 1 -RESSUREITEMP. � , STRAINER WITH 3/4" BLOW -OFF HOSE END VALVE TEST FITTING(TYP) CHECK VALVE DUCT NOTES: 1 h� h�� �I111'' h� '',I�hi ..�!I/ 16e,!• �.�, �I . � 3 •I �. li " MECHANICAL WITH WASHER 6" 6" SELF-LOCKING �� 6" . FASTENER I� 16" 3" 6' AIR SEPARATO 7 4 " SHUTOFF VALVE J CALIBRATED BALANCE VALVE OR TERMINAL UNIT BALANCING VALVE UNION T^ l [ # I l r� LEAVING SIDE BLOW DOWN, RUN TO ! , 1 -1_ -7- - - 7 b 11. r 1 ., _ PUMP SUCTION •� /i _ , _ - V PUMP DISCHARGE 1. MECHANICAL FASTENERS ARE TO BE SPOT WELDED TO DUCTWORK. 2. PROVIDE SHEET METAL NOSING AS DESCRIBED IN SPECIFICATIONS. CLAMP NEAREST FLOOR DRAT NEOPRENE WAFFLE PAD (TYP) STEEL SUPPORTS, SEISMICALLY BRACED - IN-LINE PUMP BYPASS AIR SEPARATOR ACOUSTIC DUCT LINER - NONE - NONE - NONE - NONE bt3*---11 RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System WSP • F LAC K -F- KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title HVAC DETAILS ERAR/j1E PERMIT AND APPROVAL RECJIRED Sheet M05-01 Copyright © 2012 Perkins+Will N N 2/26/201324:00:44 PM D C B A RFR RF SEE SCHEDULE FOR LOCATION OF 3 -WAY VALVES RADIANT FLOOR HEADER —1 1— 24VAC I l' 1 i n "r 24VAC I I' 1 1 TO/FROM RADIANT— INTERIOR FLOOR LOOPS SEE SCHEDULE FOR EXACT NUMBER OF LOOPS 0 SPACE THERMOSTAT (TYPICAL FOR OFFICE) SLAB TEMPERATURE RADIANT FLOOR MANIFOLD NONE 11 24VAC 31 OA 24VAC (nP) `1-• 'l-- CS BY BMS DIV.26 MIS BY et) CS 1 0 1 1 1 t c_.• SIS 24VAC PANEL CONTROL VFD SPEED ALARM SIS STATUS i i i SMOKE DETECTOR DIVISION 26 115VAC BY EA TEMP. m 0 DP DP o 0 a HR TEMP. FREEZE STAT AFS 0 SP STATUS DUCT STATIC PRESSURE (AT AHU) SA TEMP. HIGH STATIC PRESSURE (AT AHU) SP 24VAC EA DUCT STATIC PRESSURE (213 DOWNSTREAM) PRE FILTERS FINAL FILTERS OA FLOW � 111 24VAC HEAT WHEEL 1.1 24VAC HWR HW VFD CONTROL PANEL 1 1 1 STATUS SIS ALARM SPEED (JNETWORJ SMOKE DETECTOR 115VAC BY DIVISION 26 0 SA 24VAC AHU-1 100% OUTDOOR AIR WITH HEAT RECOVERY NONE 1SB RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System goWSP • F LAC IC+ KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6117/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions NO. ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title HVAC CONTROL DIAGRAMS SEPARATE PER 1JTAND APPROVAL REfir ,SHRED Sheet MOS -01 Copyright © 2012 Perkins+Will N D c B A PLUMBING LEGEND AND ABBREVIATIONS ABBREVIATIONS LEGEND DESCRIPTION SERVICE AD AREA DRAIN AFF ABOVE FINISHED FLOOR AP ACCESS PANEL BLDG BUILDING BOB BOTTOM OF THE BEAM BOP BOTTOM OF PIPE BT BATH TUB BV BALANCING VALVE CA COMPRESSED AIR CD CONDENSATE DRAIN CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND CI CAST IRON CLG CEILING CO CLEANOUT COTG CLEANOUT TO GRADE CONN CONNECTION CONT CONTINUATION CP CIRCULATING PUMP CV CHECK VALVE CW COLD WATER DF DRINKING FOUNTAIN DIA DIAMETER DN DOWN DR DRAIN DROP DROP (WITHIN FLOOR) DWP DOMESTIC WATER PUMP DWG DRAWING (E) EXISTING EL ELEVATION ET EXPANSION TANK EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER FCO FLOOR CLEANOUT FD FLOOR DRAIN FL FLOOR FLH FLOOR HYDRANT FS FLOW SWITCH FSK FLOOR SINK FT FEET FU FIXTURE UNIT G (LOW PRESSURE) NATURAL GAS GAL GALLONS GD GARAGE DRAIN GPM GALLONS PER MINUTE GWH GAS WATER HEATER GWS GRAY WATER SYSTEM GV GATE VALVE HB HOSE BIBB HD HUB DRAIN HW HOT WATER HWR HOT WATER RETURN HX HEAT EXCHANGER ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH IW INDIRECT WASTE L LAVATORY LDR LEADER ABBREVIATIONS LEGEND DESCRIPTION SERVICE POC POINT OF CONNECTION PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH (GAUGE) RC ROOF RECEPTOR RD ROOF DRAIN RISE RISE (WITH IN FLOOR) RW RECLAIMED WATER SA SHOCK ABSORBER SAN SANITARY SD SMOKE DETECTOR SF SQUARE FEET SH SHOWER SK SINK SPD SUMP PUMP DISCHARGE JS JANITOR SINK ST STORM PIPING TD TRENCH DRAIN TDH TOTAL DISCHARGE HEAD TMV TEMPERATURE MIXING VALVE TOP TOP OF PIPE TOS TOP OF SLAB TP TRAP PRIMER TPV TRAP PRIMER VALVE TS TAMPER SWITCH TYP TYPICAL UON UNLESS OTHERWISE NOTED UP UP (PENETRATES FLOOR SLAB) UR URINAL V VENT VB VACUUM BREAKER VTR VENT THROUGH ROOF WC WATER CLOSET WH WALL HYDRANT Z ZONE MISCELLANEOUS LEGEND DESCRIPTION SERVICE RECOVERY (GPH) P = SAN, VENT STACK OR DOMESTIC WATER RISER ST = STORM DRAIN LEADER RISER Y STRAINER WITH BLOW OFF VALVE i RISER F =FIRE STANDPIPE RISER = FLEXIBLE CONNECTION AMPS ______/ ELECTRIC TANK (30 GAL) WATER HEATER CP (H) (X)(t L) EXPANSION LOOP SIZE v EQUIPMENT DESIGNATION METER EQUIPMENT NO. M SEISMIC JOINT ELECTRIC INSTANTANEOUS WATER HEATER HOSE BIBB 1 -I- SHOCK ABSORBER P2.1 DETAIL DESIGNATION 7 DWG. VACUUM BREAKER O SHEET NOTE NUMBER ^M / \ MANUAL AIR VENT GRAY WATER SUPPLY FLOOR SINK ® ,-2 LAVATORY AUTOMATIC AIR VENT G ROOF RECEPTOR Oo J 1-1/4" COMPRESSED AIR PIPING PRESSURE GAUGE AND COCK ROOF DRAIN WASTE / VENT / STORM O THERMOMETER SAN 1-1/2" 4 — — SAN — — WATER FLOW SWITCH VENT PIPING ® SMOKE DETECTOR ABOVE FLOOR ST RUNNING TRAP O 0 IW 1-1/2" DOUBLE CHECK VALVE ASSEMBLY BASKET STRAINER I01 JS -1 DOUBLE DETECTOR CHECK ASSEMBLY VALVE (SPECIFICATION FOR TYPE) pQ 3" —N RPBP 1/2" CHECK VALVE SELF CONTAINED BREATHING APPARATUS BA N_ ^ CHECK VALVE WITH ABD - - - 1" SOLENOID VALVE 0 WALL HYDRANT NON -FREEZE WALL HYDRANT PRESSURE REDUCING VALVE IA - A 3/4" P -TRAP OS&Y (OUTSIDE SCREW & YOKE) VALVE FLOOR CLEANOUTIGRADE CLEANOUT SEISMIC VALVE p[ MISCELLANEOUS LEGEND (CONTINUED) DESCRIPTION SERVICE RECOVERY (GPH) P = SAN, VENT STACK OR DOMESTIC WATER RISER ST = STORM DRAIN LEADER RISER ECCENTRIC REDUCER (E.R.) BASIS OF DESIGN RISER F =FIRE STANDPIPE RISER = ® RISER NO. AMPS EWH-1 ELECTRIC TANK (30 GAL) WATER HEATER CP PUMP 100 EQUIPMENT v EQUIPMENT DESIGNATION METER EQUIPMENT NO. M EWH-2 ELECTRIC INSTANTANEOUS WATER HEATER HOSE BIBB 1 -I- DETAIL NUMBER SHEET NO. P2.1 DETAIL DESIGNATION 40 DWG. 1 O SHEET NOTE NUMBER ® % / \ REVISION NUMBER GRAY WATER SUPPLY FLOOR SINK ELECTRIC WATER HEATER SCHEDULE LEGEND (CONTINUED) DESCRIPTION SERVICE RECOVERY (GPH) TEMP RISE (DEG F) ECCENTRIC REDUCER (E.R.) BASIS OF DESIGN [>,I V = SLEEVE AMPS EWH-1 ELECTRIC TANK (30 GAL) WATER HEATER RESTROOM CORE PUMP 100 208 1 6000 METER AO SMITH DSE 30 M EWH-2 ELECTRIC INSTANTANEOUS WATER HEATER HOSE BIBB 1 -I- 208 1 WATER HAMMER ARRESTER 40 EEMAX SP 8208 FC 1 NPW FLOOR DRAIN, AREA DRAIN, PLANT DRAIN, GARAGE DRAIN ® % TW 1/2" GRAY WATER SUPPLY FLOOR SINK ® ,-2 LAVATORY NATURAL GAS PIPING (LOW PRESSURE) G ROOF RECEPTOR Oo J 1-1/4" COMPRESSED AIR PIPING Oo ROOF DRAIN WASTE / VENT / STORM O OVERFLOW ROOF DRAIN SAN 1-1/2" POINT OF CONNECTION (NEW TO EXISTING) — — SAN — — ----- V VENT PIPING ® SMOKE DETECTOR ABOVE FLOOR ST ( S SMOKE DETECTOR BELOW FLOOR IW 1-1/2" DOUBLE CHECK VALVE ASSEMBLY DCVA 1/2" JS -1 DOUBLE DETECTOR CHECK ASSEMBLY DDCA KOHLER 6710 WITH CHICAGO 897 FAUCET 3" REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY RPBP 1/2" 1/2" SELF CONTAINED BREATHING APPARATUS BA ROOF HYDRANT ^ BOTTOM PIPE CONNECTION - - - 1" TOP PIPE CONNECTION 0 WALL HYDRANT NON -FREEZE WALL HYDRANT VALVE IN VERTICAL - - - 3/4" P -TRAP OC FLOOR CLEANOUTIGRADE CLEANOUT CLEANOUT/PLUG II GENERAL: A ALL PLUMBING FIXTURES AND ACCESSORIES LISTED ARE KCLS STANDARDS AND SUBSTITUTIONS ARE NOT ALLOWED. NOTES: 1 CW TO BE PIPED TO FIXTURE AND LEFT CUT AND CAPPED IN CHASE. 2 PROVIDE WITH THERMOSTATIC MIXING VALVE 3 OR ACCEPTABLE EQUAL BY ZURN MANUFACTURING PIPE DOWN C PIPE UP O CAP C CHANGE IN PIPE ELEVATION �--� ARROW INDICATES DIRECTION OF FLOW PITCH PIPE DOWN IN DIRECTION OF ARROW \ INSULATED AND HEAT TRACED PIPING ELECTRIC WATER HEATER SCHEDULE MARK DESCRIPTION SERVICE RECOVERY (GPH) TEMP RISE (DEG F) ELECTRICAL DATA BASIS OF DESIGN REMARKS V PH WATTS AMPS EWH-1 ELECTRIC TANK (30 GAL) WATER HEATER RESTROOM CORE 25 100 208 1 6000 28.8 AO SMITH DSE 30 2 EWH-2 ELECTRIC INSTANTANEOUS WATER HEATER SK -1 IN MEETING ROOM 1 51 208 1 8300 40 EEMAX SP 8208 FC 1 NPW 1-1/2" TEMPERED WATER TW 1/2" GRAY WATER SUPPLY GWS GAS/AIR LAVATORY NATURAL GAS PIPING (LOW PRESSURE) G NOTES: 1 LOCATE UNDER COUNTER 2 PROVIDE AMTROL THERM-X-TROL ST -5-C EXPANSION TANK PIPING LEGEND MARK WATER DESCRIPTION DOMESTIC COLD WATER PIPING CONNECTIONS REMARKS DOMESTIC HOT WATER PIPING V TRAP DOMESTIC HOT WATER RETURN PIPING HW WC -1 DOMESTIC COLD WATER ZONE PIPING (Z-#) KOHLER K-4330, BEMIS 1955C SEAT, SLOAN WES-111 FLUSHVALVE DOMESTIC HOT WATER ZONE PIPING (Z-#) 3" DOMESTIC HOT WATER ZONE RETURN PIPING (Z-#) RECLAIMED WATER PIPING RW WATER CLOSET, DUAL FLUSH INDUSTRIAL COLD WATER PIPING ICW 1-1/2" TRAP PRIMER TP - IRRIGATION PIPING IRR URINAL NON -POTABLE WATER NPW 1-1/2" TEMPERED WATER TW 1/2" GRAY WATER SUPPLY GWS GAS/AIR LAVATORY NATURAL GAS PIPING (LOW PRESSURE) G - - - - - GV - - - - - NATURAL GAS VENT PIPING (LOW PRESSURE) 1-1/4" COMPRESSED AIR PIPING CA 2 WASTE / VENT / STORM SINK SANITARY (ABOVE FLOOR) SAN 1-1/2" SANITARY (BELOW FLOOR) — — SAN — — ----- V VENT PIPING STORM DRAIN PIPING ST WATER COOLER, BI -LEVEL, ADA INDIRECT WASTE PIPING IW 1-1/2" CONDENSATE DRAIN PIPING CD PLUMBING FIXTURE SCHEDULE MARK FIXTURE DESCRIPTION BASIS OF DESIGN (PER KCLS STANDARDS) CONNECTIONS REMARKS W V TRAP CW HW WC -1 WATER CLOSET WATER CLOSET, DUAL FLUSH, ADA KOHLER K-4330, BEMIS 1955C SEAT, SLOAN WES-111 FLUSHVALVE 3" 1-1/2" 3" 1/2" 1/2" WC -2 WATER CLOSET WATER CLOSET, DUAL FLUSH KOHLER K-4330, BEMIS 1955C SEAT, SLOAN WES-111 FLUSHVALVE 3" 1-1/2" 3" 1/2" - UR -1 URINAL WATERLESS URINAL SLOAN WES-1000 1-1/2" 1-1/2" 1-1/2" 1/2" - 1 L-1 LAVATORY LAVATORY, COUNTER MOUNT, SENSOR OPERATED, ADA KOHLER K-2196-4 SINK WITH TECHNICAL CONCEPTS MILANO AUTOFAUCET 1-1/4" 1-1/2" 1-1/4" 1/2" 1/2" 2 SK -1 SINK TWO COMPARTMENT ELKAY DLR 1919E WITH CHICAGO 786E3SW FAUCET 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" EWC-1 ELECTRIC WATER COOLER WATER COOLER, BI -LEVEL, ADA HAWS 1011 W/REMOTE HCR8 CHILLER 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" JS -1 JANITOR SINK FLOOR MOUNTED, CORNER SERVICE SINK KOHLER 6710 WITH CHICAGO 897 FAUCET 3" 1-1/2" 3" 1/2" 1/2" RH-1 ROOF HYDRANT NON -FREEZE ROOF HYDRANT WOODFORD RHY2-MS - - - 1" - WH -1 WALL HYDRANT NON -FREEZE WALL HYDRANT WOODFORD B65 - - - 3/4" - 3 GENERAL: A ALL PLUMBING FIXTURES AND ACCESSORIES LISTED ARE KCLS STANDARDS AND SUBSTITUTIONS ARE NOT ALLOWED. NOTES: 1 CW TO BE PIPED TO FIXTURE AND LEFT CUT AND CAPPED IN CHASE. 2 PROVIDE WITH THERMOSTATIC MIXING VALVE 3 OR ACCEPTABLE EQUAL BY ZURN MANUFACTURING 5 4 3 2 DRAWING LIST P00-01 PLUMBING LEGEND, ABBREVIATIONS AND SCHEDULES P02-00 PLUMBING FOUNDATION PLAN P02-01 PLUMBING FLOOR PLAN - LEVEL 01 P02-02 PLUMBING FLOOR PLAN - LEVEL 02 P02-03 PLUMBING ROOF PLAN P03-01 PLUMBING ENLARGED PLANS P05-01 PLUMBING DETAILS 1 RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D c B PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System WSP• FLACK+KURTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions Sheet Information Job Number 161028.000 Checked Approved PLUMBING LEGEND ABBREVIATIONS AND SCHEDULES EliRITAI EAS D Al t" NOVAE RE! 11RED Copyright © 2012 Perkins+Will C:1Users\USBG03225\Documents\MPF-10450-KCLS Tukwila Branch - 2013 USBG03225.rvt D C B A 6 DFU 1 DFU 1/2" TP UP \ 2" CW FROM CIVIL 5 4 3 3" ST SEE CIVIL FOR CONTINUATION 3" ST UP 2 3" ST SEE CIVIL FOR CONTINUATION 3" ST UPI 2" SAN UP TO SK I,.,~r,.�...i_I if 7. 2 DFU KITCHENETTE ALCOVE 10613 20 SF 0 I VESTIBUL 117 SF COVIMUNITY MOSAIC MEETII IG ROOM 106 552 SF ............... 4" SAN FROM CIVIL 37 DFU 1 SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DIWNS. NUMBERED NOTES: 1827 SF ASSISTANCE POINTS 103 OFFICE 16 DFU DN FROM ABOVE - 2" SAN UP TEEN 108 220 SF —4" SAN UP TO FLUSH— WOMENFIXTURES ABOVE I 115 7 DFU 2" V UP 1 2" V UP 2 DFU rfal DFU 35 DFU 2 DFU 2 FU 1 DFU 2" SAN UP 2 DFU 2" SAN UP TO FD 128 SF 2" SAN UP TO SK 2" SAN UP TO FD 4 DFU 3" SAN UP 2 DFU 3" SAN UP CHILDREN'S 112, 543 SF PLUMBING FOUNDATION PLAN 5 4 3 ABC -1[13 2 1 RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System 600 University St.,Suite 500 Seattle, WA 98101 Tel (206) 342-9900 www.wspfk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions Sheet Information Job Number Drawn Checked Approved 161028.000 PLUMBING FOUNDATION PLAN Copyright © 2012 Perldns+VVII C:1Users\USBG03225\Documents\MPF-10450-KCLS Tukwila Branch - 2013 USBG03225.rvt D C B A 3" ST DN & CONN TO DOWNSPOUT 6' AFF. (; 9 1 3"STDN&CONN TO DOWNSPOUT 6' AFF. KITCHENETTE ALCOVE 1068 3/4" DN FROM ABOVE MEETING ROOM _U 106 552 STAFF 17 690 SF_ I' VESTIBULA 100 117 SF r MOSAIC 105 1827 SF J ASSISTANCE POINTS ................ 103 145 SF STAFF`. -I OFFICr 118 1.5 CWFU WOMEN ........... 115 126 SF 1.5 CWFU, 10 CWFU 2" CW RISER 135.5 CWFU WH -1 1 CWFU 1 P03-01 5 CWFU 3 CWFU 1 128 SF -104 CWFU 100 CWFU 15 CWFU 1 CWFU 108.5 CWFU 123.5 CWFU CHILDREN ............._11?..._. 11..... --.-.. 543 SF ... .ia._ .— «: . •— .1 1 1 1 PLUMBING FLOOR PLAN - LEVEL 01 3116" =1'-0" 3/4" CW DN FROM ABOVE, 1 CWFU SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARDE PIPING TO ALL FLOOR DRAINS. NUMBERED NOTES: 'PROVIDE AIR ADMITTANCE VALVE AT SINK VENT TERMINATION BELOW COUNTER (OATEY SURE VENT) (3(,b RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bWSP• IF LAC K+KU RIZ 600 University St.,Suite 500 Seattle, WA 98101 Tet (206) 342-9900 www.wsptk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title PLUMBING FLOOR PLAN - LEVEL 01 SEPARATE PERMIT AND h PPROVAL REQUIRED Sheet 02-01 Copyright © 2012 Perkins+Wil CV 0 N N M O U m MI O N ctS U m co 2 N N r0n V N D C B A 3/4" CW DN SHEET NOTES: A. ABC NUMBERED NOTES: aaaa.am asseammmmmaammxmmm ....o....amacsoonaet rmmmx hewer senexm:aoemeavmcem.... eemxm neemexmrt semen mmmrmsx.... ::::aeeee:x.:.. m b om na.aaaw+aaeaa...... eeaa:amae.aaa aaa itecee rn.am.weaaamm eatera.,a.aroma.wcsKm.naaaaaaa.navreen aeaaa ............ , ..,. _......_ ... a.wmaam:,+neaaa.ma�.ox aaa:-.v,. mnennewmanarnmovw 1 CWFU T 3/4" CW 3 CWFU E 3/4" CW DN 1 CWFU 1 CWFU ME CHANTCAI_ 201 4 CWFU ELECTRICAL 202 5 CWFU b-00 ow° G. . 0 PLUMBING FLOOR PLAN - LEVEL 02 3/16" = 1'-0" 5 0 4 3 2 J RECEIVED CITU OF TUKWILA JUN 2 1 2013 PERMIT CENTER PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bWSP FL ,CK+KURT 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions Copyright © 2012 Perkins+Will Z.1 N N M 0 U) MI 0 N U (`0 CO (a 2 E 0 U O N Cr) 0 0 CO CO U D C B A t 2 SHEET NOTES: A. ABC NUMBERED NOTES: PLUMBING ROOF PLAN 3/16" =1'-0" bBmat,f9 ABC RECEIVED CITY OF TUKWILNA JUN 2 1 2013 A F PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System sP • FL C RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title PLUMBING ROOF PLAN EPARATE :AMP" i -u D M' P ROVAL EO ED Sheet 02-03 Copyright © 2012 Perkins+WIl D C B A 2" CW DN L-2 WH -1 1 HWR, CW & HW RISERS DN TO BELOW MECHANICAL 2.01 1 FD -2 3/4" INDIRECT DRAIN FROM RH-1. ROUTE DISCHARGE TO FD -2 W/ AIR GAP 1" CW UP TO ROOF HYDRANT 4" V UP TO VTR , 35 FU SEE MECHANICAL FOR CONT. 3/4" CW 2" V UP FROM BELOW 4" V UP FROM BELOW 1" RPBP FOR HYDRONIC MU 2 LEVEL 2 - PLUMBING MECHANICAL ROOM PLAN 1/4" =1'-0" 3/4" HWR 1" CW 1"HW DN FROM ABOVE SK -1 STAFF OFFICE 118 87 SF SHEET NOTES: A. ABC NUMBERED NOTES: ABC P05-01 VVOMVMEN FD -1 (TYP.2) 7 126,SF 18 FU DF -1 7 FU JS -1 3FU , 1 DFU DN 2 DFU DN 1/2" TPV MPI L 113 1 2" CW /Iry128 4" V UP 33 FU 3/4" CW 2"VDN '1 2FU__. 6 FU PIPING NOT TO COME IN CONTACT ACOUSTICAL WALL. LEVEL 1 - PLUMBING RESTROOM PLAN 1/4" =1'-0" RECEIVED CITU OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System WSP• FLOC+L(, RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title PLUMBING ENLARGED PLANS APPH ;,� a„ ,� Sheet P03-01 Copyright © 2012 Perkins+WII [V CV 2 a 4 0 0 CD N N D c B A O O ••••• •••• NOTE: LOCATE PIPING 1 1/2" MIN. CLEARANCE OF GYPSUM BOARD ••4••• CAULK AIRTIGHT WITH ACOUSTICAL/FIRE-RATED SEALANT BACKER ROD PIPE RISER CLAMP STEEL OR WOOD SHIM 3/4" NEOPRENE PAD SAFING BATT INSULATION 0.2500 TRAP PRIMER VALVE — VACUUM BREAKER PORT DISTRIBUTION UNIT (WHERE REQUIRED) NOTES: a 8" TP FLOOR DRAIN OR FLOOR SINK WITH TRAP PRIMER INLET 1. PROVIDE ACCESS PANEL IN WALLS AT TRAP PRIMER UNIT LOCATIONS. 2. TRAP PRIMER VALVE SHALL BE MOUNTED ONE FOOT ABOVE THE FINISHED FLOOR FOR EVERY 20 FEET OF PRIMER LINE. 3. INSTALL TRAP PRIMER PIPING AND UNIT PER MANUFACTURER'S RECOMMENDATIONS. PIPING MUST SLOPE TO POINT OF CONNECTION TO DRAIN WITHOUT TRAPS IN PIPING N CD -111- -1 • 1-1 1 1-1 ill Ll I �iil I I I Iii -i i i � l 111 IN EARTH TYPICAL PIPE TRENCH SECTION ° • • • • • • ° WARNING TAPE 1-1 11= TRACER WIRE 1 -I 11 III �—SELECT BACKFILL • — — — PEA GRAVEL • ° ° o` . ° 1111 • ° IN ROCK SCALE: NTS NOTES: 1. UNDER FOUNDATION AND PAVEMENT AREAS - SELECT BACKFILL MATERIAL COMPACTED IN MAXIMUM 8" LIFTS TO SUBGRADE OF PAVEMENT. 2. UNDER LAWNS AND OTHER IMPROVED AREAS - COMMON EARTH COMPACTED IN MAXIMUM 12" LIFTS. 3. IN UNIMPROVED AREAS - COMMON EARTH MOUNDED TO ALLOW FOR SETTLEMENT. PIPE ISOLATION AT FLOOR FOR WASTE PIPES AND RAIN LEADERS NO SCALE TRAP PRIMER INSTALLATION TYPICAL DETAIL NO SCALE PIPE TRENCH SECTION TYPICAL DETAIL NO SCALE FOR CONTINUATION & PIPE SIZE SEE FLOOR PLANS PRESSURE & TEMPERATURE RELIEF VALVE (TYP.) THERMOMETER WITH GAUGE COCK (TYP.) VERTICAL ELECTRIC STORAGE HEATER - EWH-3 VSHUTOFF LA VALVE, TYP. 1 TUNION (TYP.) TANK DRAIN VALVE (NORMALLY CLOSED) SPILL TO FLOOR DRAIN FLOOR DRAIN / t • Ple 0 • n J RECIRCULATING PUMP IN-LINE EXPANSION TANK LOCATE TWO SEISMIC STRAPS PER UPC 510; 4" ABOVE CONTROLS & 1/3 DOWN FROM TOP OF HEATER ELECTRIC ELEMENT WITH CONTROLS DRAIN PAN FINISHED LOWER LEVEL u u 1" CONCENTRIC REDUCER AS REQUIRED (TYP) TO BLDG HOT WATER USES 1-1/4" 1" VOLUME CONTROL SHUTOFF VALVE UNION (TYP) 3" FACE BIMETAL DIAL THERMOMETER (RANGE 20° - 240°F) THERMOSTATIC WATER MIXING VALVE WITH CHECK STOPS, REMOVABLE CARTRIDGE WITH STRAINER & WALL MOUNTING BRACKET HANGER ROD SIZE (SEE SPECS) ADJUSTABLE CLEVIS HANGE INSULATION - SEE SPECS PIPING GALVANIZED INSULATION PROTECTION SHIELD AT EACH HANGER WOOD BLOCK INSERT OR HIGH DENSITY INSULATION NOTE: 1. SEE STRUCTURAL DRAWINGS FOR HANGER ROD CONNECTION TO STRUCTURE BLACKTOP, CONCRETE OR EARTHFILL 20" X 5" CONCRETE RING SMITH #9329 SUPPORT (AS NEEDED) ijTTN!TTS '*/)/ VANDAL RESISTANT COVER MARKED "SEWER" CLEANOUT HOUSING; LANDSCAPE OR WALK AREAS-CHRISTY BOX #F-8 VEHICLE TRAFFIC AREA-CHRISTY BOX #G-5 OR J.R. SMITH #4256 SEAL AIR TIGHT WITH RUBBER CAP SECURED W/BAND CLAMP PIPE 1/8" BEND REQUIRED. (AT END OF RUN USE LONG SWEEP 90° ELL) "Y" BRANCH SIZE AS ELECTRIC WATER HEATER NO SCALE TEMPERED WATER MIXING VALVE PIPING DIAGRAM NO SCALE PIPE HANGER AND INSULATION DETAIL NO SCALE GRADE CLEANOUT TYPICAL DETAIL NO SCALE 5 4 3 2 al co, 1 D c B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System WSP • F LAC KA KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions Job Number Drawn Checked Approved Sheet Information 161028.000 BG TM TM Title PLUMBING DETAILS RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER Copyright © 2012 Perkins+Will N D C B A FIRE PROTECTION LEGEND AND ABBREVIATIONS ABBREVIATIONS ABD AUTOMATIC BALL DRIP AFF ABOVE FINISHED FLOOR AP ACCESS PANEL BLDG BUILDING BOB BOTTOM OF THE BEAM BOP BOTTOM OF PIPE CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND CI CAST IRON CLG CEILING CO CLEANOUT COTG CLEANOUT TO GRADE CONN CONNECTION CONT CONTINUATION CV CHECK VALVE DIA DIAMETER DN DOWN DR DRAIN DROP DROP (WITHIN FLOOR) DSP DRY SPRINKLER DFS DRY FIRE STANDPIPE DWG DRAWING (E) EXISTING EL ELEVATION ET EXPANSION TANK FCO FLOOR CLEANOUT FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FHC FIRE HOSE CABINET FHR FIRE HOSE RACK FHV FIRE HOSE VALVE FHVC FIRE HOSE VALVE CABINET FL FLOOR FS FLOW SWITCH FSK FLOOR SINK FSP FIRE STANDPIPE FT FEET GAL GALLONS GPM GALLONS PER MINUTE GV GATE VALVE HB HOSE BIBB HD HUB DRAIN ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH IW INDIRECT WASTE MAX MAXIMUM MH MANHOLE MIN MINIMUM (N) NEW NC NORMALLY CLOSED NIC NOT IN THIS CONTRACT NO NORMALLY OPEN OS&Y OUTSIDE SCREW & YOKE GATE VALVE PIFT PITCH PER FOOT ABBREVIATIONS PIV POST INDICATING VALVE POC POINT OF CONNECTION PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH (GAUGE) RC ROOF RECEPTOR RD ROOF DRAIN RISE RISE (WITH IN FLOOR) RW RECLAIMED WATER SA SHOCK ABSORBER SAN SANITARY SD SMOKE DETECTOR SF SQUARE FEET SK SINK SPKR SPRINKLER JS JANITOR SINK ST STORM PIPING TDH TOTAL DISCHARGE HEAD TOP TOP OF PIPE TOS TOP OF SLAB TS TAMPER SWITCH TYP TYPICAL UON UNLESS OTHERWISE NOTED UP UP (PENETRATES FLOOR SLAB) VB VACUUM BREAKER Z ZONE PIPING LEGEND FIRE PROTECTION Y STRAINER WITH BLOW OFF VALVE FIRE WATER SUPPLY F FLEXIBLE CONNECTION SPRINKLER PIPING SP 100 FIRE STANDPIPE FSP SPRINKLER DRAIN PIPING DR SEISMIC JOINT DRY SPRINKLER PIPING DSP LEGEND FP00-01 Y STRAINER WITH BLOW OFF VALVE FP02-01 ► FLEXIBLE CONNECTION WATER RISER MA& 100 (H) (X)( L) EXPANSION LOOP SIZE WI RISER NO. SEISMIC JOINT METER fk POST INDICATOR VALVE PIV 9 SHOCK ABSORBER 9 VACUUM BREAKER !M MANUAL AIR VENT '_M QA AUTOMATIC AIR VENT lr PRESSURE GAUGE AND COCK TAG SHEET NOTE NUMBER THERMOMETER ► 4 7 4 WATER FLOW SWITCH FIRE HOSE VALVE RUNNING TRAP O O —101 BASKET STRAINER VALVE (SPECIFICATION FOR TYPE) [Xi NI CHECK VALVE nnn :: ; N\ CHECK VALVE WITH ABD l SOLENOID VALVE 11. 41 PRESSURE REDUCING VALVE pA EXISTING FIRE HYDRANT OS&Y (OUTSIDE SCREW & YOKE) VALVE TAMPER SWITCH AUTOMATIC FLOW CONTROL VALVE IRI 6 i BUTTERFLY VALVE (MANUAL) GLOBE VALVE IXI ACV CALIBRATED BALANCING VALVE rkl DRY PIPE VALVE WI ALL RELATED APPURTENANCES BALANCING VALVE IA VALVE WITH TAMPER SWITCH D4 --II-- GAS COCK VALVE A SEISMIC VALVE DOUBLE CHECK VALVE ASSEMBLY RELIEF VALVE ISI C DOUBLE DETECTOR CHECK ASSEMBLY ANGLE RELIEF VALVE DDCA --I I-- # UNION NODE REDUCER ► I MISCELLANEOUS FP00-01 ECCENTRIC REDUCER (E.R.) FP02-01 ► P = SAN, VENT STACK OR DOMESTIC ST = STORM DRAIN LEADER RISER F = FIRE STANDPIPE RISER WATER RISER 100 RISER PUMP WI RISER NO. DESIGNATION METER EQUIPMENT EQUIPMENT N0. M j (EQ )EQUIPMENT NO alk DETAIL DESIGNATION '_M DETAIL NUMBER DWG. SHEET NO. 0 lr TAG SHEET NOTE NUMBER ► 4 7 A REVISION NUMBER FIRE HOSE VALVE LEGEND (CONTINUED) FP00-01 ECCENTRIC REDUCER (E.R.) FP02-01 ► FP02-02 SLEEVE = PUMP Mel l METER M WATER HAMMER ARRESTER FLOOR DRAIN, AREA DRAIN, PLANT DRAIN, GARAGE DRAIN ® % 0 POINT OF CONNECTION (NEW TO EXISTING) FIRE DEPARTMENT CONNECTION ► 4 7 FIRE DEPARTMENT TEST HEADER FIRE HOSE VALVE i>aD —1-x-] FIRE HOSE VALVE CABINET —0.0 FIRE DEPT. HOSE VALVE WI CAP & CHAIN nnn :: ; ROOF MANIFOLD SPRINKLER FLOOR CONTROL VALVE ASSEMBLY 11. 41 CC EXISTING FIRE HYDRANT 0 TAMPER SWITCH SMOKE DETECTOR ABOVE FLOOR ;S_, SMOKE DETECTOR BELOW FLOOR ALARM CHECK VALVE WI ALL RELATED APPURTENANCES ACV DRY PIPE VALVE WI ALL RELATED APPURTENANCES DPV DELUGE VALVE WITH ALL RELATED APPURTENANCES DLV DOUBLE CHECK VALVE ASSEMBLY DCVA DOUBLE DETECTOR CHECK ASSEMBLY DDCA # HYDRAULIC REF. POINTS # ELEMENT NODE 0 UPRIGHT SPRINKLER HEAD 0 PENDANT SPRINKLER HEAD 0 CONCEALED PENDANT SPRINKLER HEAD D SIDEWALL SPRINKLER HEAD EXTENDED COVERAGE SPRINKLER HEAD BOTTOM PIPE CONNECTION TOP PIPE CONNECTION VALVE IN VERTICAL C PIPE DOWN PIPE UP 0 CAP [ CHANGE IN PIPE ELEVATION 0-0 ARROW INDICATES DIRECTION OF FLOW SLOPE 1 PITCH PIPE DOWN IN DIRECTION OF ARROW _, \ nu(7.�""?,�S'" INSULATED AND HEAT TRACED PIPING Tugu uuu uU uuui� U FRESH AIR INLET d WALL HYDRANT I] FIRE PROTECTION GENERAL NOTES 1. Drawings: a. The intent of the fire protection drawings presented it to provide a qualified fire protection contractor with conceptual information to diagrammatically show potential system arrangement, only. The fire protection equipment and device location is for reference purposes only. The contractor shall confirm all structural, and equipment interferences prior to system fabrication and installation. The contractor shall provide any additional piping, valving, specialties, alarm homs/bells, indicating strobes, tamper switches, accessories, sprinklers, materials, labor, engineering, or components required for a complete and code compliant fire protection system at no extra cost, whether or not shown on bid drawings. b. The contractor shall review the architectural drawings and field verify all information. If there are any discrepancies, the contractor shall coordinate and review them with the architect, prior to proceeding with the work. c. The route of fire protection mains is intended to utilize the most efficient space available and to avoid interference with other building equipment and systems. Field verify actual routing of mains prior to beginning fabrication and installation. d. The contractor shall be responsible for preparing all shop and permit drawings showing the actual size and locations of all work and supporting calculations in accordance with applicable NFPA codes and standards, as well as the directives for submittal by the local authority having jurisdiction, Owner's property insurance carrier loss control standards and guidelines, and specifications. e. Refer to ductwork and lighting drawings for coordination and see mechanical specifications for further information and additional requirements. f. Do not scale drawings for dimensions not indicated. Refer to the architect for resolution for any dimensions not indicated. Where conflicts between these conceptual drawings and the specifications occur, the specifications shall apply. h. Unless otherwise noted, it is the intent of these documents to provide an approved automatic sprinkler system throughout the entire project. 2. Contractor Responsibility: a. The contractor shall refer to fire protection specifications. For additional specification information, refer to architecture drawings. b. The contractor shall be responsible for obtain and verifying flow test data in the preparation of hydraulic calculations. Coordinate the time and date of the test with the applicable water utility official and architect at least five (5) working days prior to conducting the test. Water supply test information available at the time of the preparation of this bid set includes: i. Location of Flow Test : TBD. ii. Location of Pressure Reading : TBD iii. Static Pressure : XX PSI iv. Residual Pressure : XX PSI v. Flow : XXX gpm vi. Available Flow at 20 psi : XXX gpm c. The contractor shall be solely responsible for the design and installation of the fire protection system in accordance with all applicable codes and requirements, including but not limited to applicable NFPA codes and standards, local authorities having jurisdiction, Owner's property insurance carrier loss control standards and guidelines, and owner -specified direction. d. The contractor shall obtain approvals from the local authority having jurisdiction, Owner's property insurance carrier as applicable, and the project architect prior to installation. The contractor shall submit applicable shop drawings, calculations, and manufacturer's materials data sheets only after approval by other authorities. e. Only drawings approved and stamped by the Fire Marshal's Office shall be used for installation. f. Final permit drawings shall be prepared, stamped and signed by a State of Washington Automatic Sprinkler Design Certificate of Competency (NICET 3) holder. Provide all makes and models of all devices on all shop drawings. All equipment and materials furnished by the contractor, labor, and testing performed herein shall be in accordance with the applicable building and fire code, including local ordinances and amendments, Owner's property insurance carrier loss control standards and guidelines, and the specification. i. Permits, inspections, certificates, approvals, and licenses required for the work shall be provided by the contractor, including all fees and expenses incurred. The installation of fire protection shall permit safe personnel accessibility for required inspection, testing, and maintenance. g. g. h. J• DRAWING LIST FP00-01 FIRE PROTECTION LEGEND AND ABBREVIATIONS FP02-01 FIRE PROTECTION FLOOR PLAN - LEVEL 01 FP02-02 FIRE PROTECTION FLOOR PLAN - LEVEL 02 Ja RECEIVEDQ1�;;�: CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A A, 1 PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ,� WSP• FLAC K-I-KURTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title FIRE PROTECTION LEGEND AND ABBREVIATIONS Sheet FPOO-01 Copyright © 2012 Perkins+Will CV 1. 6/14/2013 5:1E05 PM C:\Users\USBG03225\Documents\MPF-10450-KCLS Tukwila Branch - 2013_USBG03225.rvt D c B A 4 1 ( 10 r r AREA PROTECTED 1vl KITCHENETTE ALCOVE 106B 7.0 SF .. _..... it SP MEET INCA ROdM 06l X5? Sr-. STAFF 117 699 SF VESTIBUL 100 117 SF MOSAIC 105 1827 SF ASSISTANCE POINTS 103 145 SF SP DN FROM ABOVE BRE 11 AK VVOMEN ___..................... i1r 126 SF TEEN 'LOUNGE 108 ........................._.......... 220 SF 4" FDC UP 4" FIRE RISER UP - 4" FDC BELOW GRADE PENDANT HEAD (TYP.) STA=F TOIL :T �4 53 SF 4" FIRE INCOMING BELOW GRADE Uri 113A 20 SF 113 128 SF 4" FDC & 4" FIRE ABOVE GRADE IN CEILING 1 CHILDREN, 1121 543 SF ,0 ri) FIRE PROTECTION FLOOR PLAN - LEVEL 01 3/16" =1'-0" j / '�w -'�.� 13-41/th ECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D c B A )41 94 ri 1,44 PERKI N 5 +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bWSP. F LACK+ EW RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title FIRE PROTECTION FLOOR PLAN - LEVEL 01 Sheet F P02-01 Copyright © 2012 Perkins+Wil CV u; N N co O U co Q N U ro o J Y LL a 0 N co 'o: m Lb - co e 5 D C B A 1 PENDANT HEAD (TYP.) SPRINKLER PIPING DN TO BELOW 4" ALARM CHECK VALVE AREA PROTECTED BY DRY SIDEWALLS n 0 4 /CAL PI ELECTRICAL 202 0 0 4 4 4 4 4 4 u 4 4 LJ FIRE PROTECTION FLOOR PLAN - LEVEL 02 AREA PROTECTED DRY SIDEWALL SPRINKLER HEAD (TYP.) CENTER PENETRATION IN METAL PANEL PROVIDED ABOVE WINDOW SIDEWALL HEAD (TYP.) BRANCH PIPING INSTALLED TIGHT TO STRUCTURAL BEAM WHERE POSSIBLE SHEET NOTES: A. SEE ARCHITECTURAL SHEETS FOR SKYLIGHT LOCATIONS. B. ROUTE PIPING AROUND SKYLIGHTS TO AVOID OBSTRUCTING INCOMING LIGHT. 3116" =1 '-0" b RIp APS RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bWSP • F LAC + I. RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM 4/7",41,?v,f1 En Title FIRE PROTECTION FLOOR PLAN - LEVEL 02 Sheet FPO2-02 Copyright © 2012 Perkins+WII 5 1 4 3 SYMBOLS AND ABBREVIATIONS 2 TELECOM ✓ OUTLET MOUNTED ON WALL FLUSH FLOOR MOUNTED OUTLET (IN FLOOR DUCT SYSTEM CEILING MOUNTED OUTLET 0 0 WAP v 1/0 ■ EI Or A WIRELESS ACCESS POINT TELECOM OUTLET TYPES INDICATES QUANTITY OF VOICE AND DATA JACKS. VOICE JACKS USTED FIRST. E.G. 1/0 INDICATES ONE VOICE JACK AND NO DATA JACKS. PULLSTRING ALWAYS PROVIDED. WHERE NO QUANTITY IS NOTED, PROVIDE 1 VOICE JACK, 2 DATA JACKS, AND PULLSTRING. TELECOM - MISCELLANEOUS CABLE TRAY WITH FLANGE SIDE RAILS AND LADDER RUNGS RUNWAY CABLE TRAY j BUNDLED CABLE SUPPORT, J -HOOT( SYSTEM ® TELECOMMUNICATIONS GROUNDING BAR TELECOMMUNICATIONS MAIN GROUNDING BAR Linea FIRE ALARM O SMOKE DETECTOR SMOKE DETECTOR (DUCT MOUNTED) 1C STROBE LIGHT DO SMOKE/FIRE DAMPER CONNECTION HORN AND STROBE LIGHT, FLUSH CEILING MOUNTED D IF 0 FACP FARA FS 0 PIV 5 HORN AND STROBE LIGHT, WALL MOUNTED MANUAL STATION CONTROL PANEL REMOTE ANNUNCIATOR SPRINKLER FLOW SWITCH CONNECTION REMOTE INDICATION UGHT MONITOR MODULE MONITOR POINT POST INDICATOR VALVE SPRINKLER PRESSURE SWITCH CONNECTION SPRINKLER TAMPER SWITCH SPRINKLER VALVE POSITION MONITOR CONNECTION 4 < -- -- ELECTRICAL RISER FEEDER SIZE IDENTIFICATION AVAILABLE FAULT CURRENT IDENTIFICATION GROUND EQUIPMENT o EQUIPMENT CABINET ® EQUIPMENT CONNECTION rr r -r GROUND BAR, LENGTH TO SCALE • , MOTOR CONNECTION, SINGLE PHASE 0' MOTOR CONNECTION, 3 PHASE PANELBOARDS 208V SYSTEM PANELBOARD LIGHTING SWITCHES AND CONTROLS LOWER-CASE LETTER NEAR SWITCH DENOTES t2 t3 t4 t t LV to t tPc 0 PC ®C 0 U AC D G GT (.) T AWP CIRCUIT CONTROLLED (TYP) SINGLE POLE SWITCH DOUBLE POLE SWITCH 3 -WAY SWITCH 4 -WAY SWITCH KEY OPERATED SWITCH MOMENTARY CONTACT, LOW VOLTAGE SWATCH OCCUPANCY SENSOR SWITCH SWITCH WITH PILOT LIGHT PHOTOCELL SWITCH DIMMER SWITCH CEILING MOUNTED OCCUPANCY SENSOR SWATCH PHOTOCELL CONTROL PHOTO SENSOR CONTROL RELAY, NEC CLASS II LOW VOLTAGE TRANSFORMER RECEPTACLE TYPES MOUNTED 3' ABOVE COUNTER BACKSPLASH DEDICATED CIRCUIT GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT CIRCUIT INTERRUPTER AND TAMPER RESISTANT ISOLATED GROUND TAMPER RESISTANT GROUND FAULT CIRCUIT INTERRUPTER WITH WEATHER PROOF COVER OUTLET MOUNTING HEIGHTS SPECIAL OUTLET HEIGHTS ARE SHOWN ON THE ELECTRICAL DRAWINGS OR ON THE ARCHITECTURAL DRAWINGS. IF SPECIAL OUTLET HEIGHTS ARE NOT SHOWN OR REQUIRED, THEN LOCATE OUTLETS AS NOTED BELOW. OUTLET HEIGHTS ARE MEASURED FROM THE FINISHED FLOOR TO THE CENTERUNE OF THE OUTLET UNLESS OTHERWISE NOTED. RECEPTACLES 18 INCHES (460 mm) VERTICALLY MOUNTED SWITCHES, WALL 43 INCHES (1095 mm) VERTICALLY MOUNTED CLOCK OUTLET 80 INCHES (2035 mm) PANELBOARDS 72 INCHES (1830 mm) TO TOP OF PANELBOARD IF BOX < 68 INCHES (1730 mm) HIGH, OTHERWISE PER NEC 404.8 INTERCOM, WALL 43 INCHES (1095 mm) CARD READER, WALL 43 INCHES (1095 mm) TELECOM OUTLET, DESK HANDSET 18 INCHES (460 mm) VERTICALLY MOUNTED TELECOM OUTLET, WALL HANDSET 43 INCHES (1095 mm) VERTICALLY MOUNTED CATV CONTROL, WALL 48 INCHES (1220 mm) VOLUME CONTROLLER, WALL 48 INCHES (1220 mm) FIRE ALARM PULL STATION 43 INCHES (1095 mm) FIRE ALARM AUDIBLE NOTIFICATION DEVICES TOP EDGE NOT LESS THAN 90 INCHES (2290 mm) AFF AND NOT LESS THAN 6 INCHES (155 mm) BELOW CEILING. 6 INCHES (155 mm) BELOW CEIUNG SHALL TAKE PRECEDENCE WHERE CEILING HEIGHT DOES NOT ALLOW BOTH DIMENSIONS FIRE ALARM VISUAL AND COMBINATION AUDIBLE/VISUAL NOTIFICATION DEVICES BOTTOM EDGE SHALL BE AT 80 INCHES (2035 mm) AFF OR 6 INCHES (155 mm) BELOW CEILING HEIGHT, WHICHEVER IS LOWER FIRE ALARM CONTROL PANEL 72 INCHES (1830 mm) TO TOP OF PANELBOARD 3 aRCUITS MCI= palm HAMBY BACKUP N/A t® --I r a 0 10-1 1-1 0000 01 0 N .1 get 444 [x'41 0 N/A N/A 1=t N/A N/A B D N/A izab 1114-04 I+:+l F—menom1 N/A= N/A 00 N/A 7.3 N/A Ina N/A e N/A 10 CIRCUITS mum 0 v LIGHTING LOWER-CASE LETTER NEAR FIXTURE DENOTES SWITCH LEG (TYP) RECESSED FLUORESCENT FIXTURE, DRAWN TO SCALE SURFACE MOUNTED FLUORESCENT FIXTURE, DRAWN TO SCALE FLUORESCENT STRIP FIXTURE, LENGTH TO SCALE WALL MOUNTED FLUORESCENT FIXTURE, LENGTH TO SCALE (NUMBER OF MOUNTING POINTS WILL VARY WITH FIXTURE LENGTH) RECESSED DOWNUGHT FIXTURE SURFACE MOUNTED DOWNUGHT FIXTURE PENDANT MOUNTED FIXTURE LINEAR PENDANT MOUNTED FIXTURE, LENGTH TO SCALE (NUMBER OF MOUNTING POINTS WILL VARY WITH FIXTURE LENGTH) WALL MOUNTED FIXTURE WALL MOUNTED RECESSED FIXTURE WALL MOUNTED VERTICALLY ORIENTED FIXTURE WALL MOUNTED RECESSED LINEAR FIXTURE, LENGTH TO SCALE EXIT SIGN, FILLED SIDES ARE ILLUMINATED, DIRECTIONAL ARROWS AS INDICATED EMERGENCY BATTERY PACK EXIT WITH EMERGENCY BATTERY PACK CEILING MOUNTED WAU. WASH FIXTURE, OPEN AREA INDICATES DIRECTION OF ILLUMINATION CEILING MOUNTED LINEAR WALL WASH FIXTURE, LENGTH TO SCALE RECESSED ACCENT FIXTURE SURFACE MOUNTED ACCENT FIXTURE MONOPOINT FIXTURE TRACK UGHTING CONTINUOUS LINEAR SOURCE, SEE ARCHITECTURAL FOR ACTUAL FIXTURE MULTI -LAMP ACCENT FIXTURE UNDERCOUNTER TASK UGHT FIBER OPTIC REMOTE SOURCE STEP LIGHT FIXTURE ON NORMAL AND EMERGENCY CIRCUITS NIGHT UGHT FIXTURE IDENTIFICATION, SEE LIGHTING FIXTURE SCHEDULE SITE AND LANDSCAPE LIGHTING LIGHTING STANDARD: FIXTURES, POLE, AND BASE LAMP POST SITE LIGHTING BOLLARD IN -GROUND FIXTURE AIMED IN -GROUND FIXTURE EXTERIOR RECESSED ACCENT FIXTURE EXTERIOR SURFACE MOUNTED ACCENT FIXTURE EXTERIOR SEMI -RECESSED ACCENT FIXTURE EXTERIOR DOWNUGHT FIXTURE EXTERIOR MONOPOINT FIXTURE —1111E -- -o CIRCUITS RACEWAY CONCEALED IN CEIUNG OR WALL HASH MARKS INDICATE NUMBER OF WIRES. #12 AWG WIRE UNLESS OTHERWISE NOTED. THREE WIRES IF NO HASH MARK SHOWN. EXPOSED . RACEWAY IS ALLOWED ONLY WHERE NOTED. HOT (SHORT HASH MARK) NEUTRAL (LONG HASH MARK) GROUND WIRE (JOGGED HASH MARK) EXISTING RACEWAY (IF HASH MARKS ARE SHOWN, PULL NEW CONDUCTORS) RACEWAY BELOW SLAB OR UNDERGROUND RACEWAY UP RACEWAY DOWN RACEWAY STUB -OUT WITH BUSHING CIRCUIT CONTINUATION HOME RUN TO PANEL OR LOCATION NOTED EJ JUNCTION BOX Ei PULL BOX CIRCUITS RECEPTACLES ElIERC#NCY NC OIAL 6 4 6 6 4 4 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SINGLE RECEPTACLE 120V DUPLEX RECEPTACLE 120V DOUBLE DUPLEX RECEPTACLE 120V SPOT WIRED RECEPTACLE, 120V, TOP SWITCHED RECEPTACLE 208V OR 240V, SINGLE PHASE • RECEPTACLE 208V OR 240V, THREE PHASE COMBINATION RECEPTACLE 120/208V OR 120/240V, SINGLE PHASE RECEPTACLE 480V, SINGLE PHASE RECEPTACLE 480V, THREE PHASE .4r SINGLE RECEPTACLE 120V (TWIST LOCK) ▪ DUPLEX RECEPTACLE 120V (TWIST LOCK) RECEPTACLE 208V OR 240V, SINGLE PHASE (TWIST LOCK) RECEPTACLE 208V OR 240V, THREE PHASE (TWIST LOCK) COMBINATION RECEPTACLE 120/208V OR 120/240V, SINGLE PHASE (TWIST LOCK) • RECEPTACLE 480V, SINGLE PHASE (TWIST LOCK) 4Y RECEPTACLE 480V, THREE PHASE (TWIST LOCK) (I} CLOCK RECEPTACLE 120V ® SINGLE RECEPTACLE, FLUSH FLOOR BOX r,LI c� N/A El N/A • 1 • 411 f 0 N/A 41 N/A . DDC VFD DUPLEX RECEPTACLE, FLUSH FLOOR BOX DOUBLE DUPLEX RECEPTACLE, FLUSH FLOOR BOX SPLIT WIRED RECEPTACLE, 120V, FLUSH FLOOR BOX FLOOR BOX (DEVICES AS INDICATED) POKE THROUGH (DEVICES AS INDICATED) SINGLE RECEPTACLE, CEILING MOUNTED DUPLEX RECEPTACLE, CEIUNG MOUNTED DOUBLE DUPLEX RECEPTACLE, CEILING MOUNTED CEILING CORD DROP, 120V, SINGLE PHASE POWER POLE MULTI -OUTLET ASSEMBLY (DEVICES AS INDICATED) DUPLEX RECEPTACLE, SURGE PROTECTOR TYPE DOUBLE DUPLEX RECEPTACLE, SURGE PROTECTOR TYPE CONTROLS FUSED DISCONNECT SWITCH (FUSE RATING INDICATED) DISCONNECT SWITCH MOTOR STARTER MANUAL MOTOR STARTER COMBINATION MOTOR STARTER DISCONNECT SWITCH ENCLOSED CIRCUIT BREAKER CONTACTOR PUSH BUTTON CONTROL STATION AUTO DOOR PUSHPLATE EMERGENCY SHUTDOWN MOTOR RATED TOGGLE SWITCH DIRECT DIGITAL CONTROL PANEL RELAY, CONTROL TYPE VARIABLE FREQUENCY DRIVE 2 WORK DEFINITION FLAG NOTE REVISION IDENTIFICATION EQUIPMENT IDENTIFICATION EQUIPMENT IDENTIFICATION DETAIL REFERENCE DETAIL REFERENCE W/ORIGINATING SHEET REFERENCE SECTION REFERENCE SECTION REFERENCE W/ORIGINATING SHEET REFERENCE ELEVATION REFERENCE PROJECT NORTH REFERENCE PROJECT NORTH REFERENCE W/TRUE NORTH REFERENCE NEW WORK EXISTING - - - - FUTURE %xxxx REMOVE EXISTING ELECTRICAL EQUIPMENT GENERAL NOTES 1. COMPLY WITH THE NATIONAL ELECTRICAL CODE AS ADOPTED AND AMENDED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 2. THE LOCATIONS OF ELECTRICAL DEVICES OR UGHTING FIXTURES INDICATED ON ARCHITECTURAL PLANS ELEVATIONS OR SECTIONS TAKE PRECEDENCE OVER LOCATIONS INDICATED ON THE ELECTRICAL DRAWINGS. 3. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LIGHTING FIXTURE LOCATIONS. 4. FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT CR OCCUPANT SENSING AUTOMATIC CONTROLS, AUTOMATIC SHUT-OFF CONTROLS, OCCUPANCY SENSORS, OR AUTOMATIC TIME SWITCHES THE LIGHTING CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT, AND SYSTEMS ARE CALIBRATED, ADJUSTED, AND OPERATE IN ACCORDANCE WITH PROJECT PLANS AND SPECIFICATIONS. SEQUENCE OF OPERATION SHALL ALSO BE FUNCTIONALLY TESTED TO ENSURE IT IS OPERATING IN ACCORDANCE WITH PROJECT PLANS AND SPECIFICATIONS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. ABBREVIATIONS ABV AC ACH AFF AG A,AMP A/V AWG CATV CB CCTV CKT CLG CM COMM C CO CTRL CU D DED DEV DN DW EWC FA FB FBOIC FO FOC G,GND GD GFI,GFCI HH HP IDE IH J -BOX MAG MDF MH MM ABOVE 3' ABOVE COUNTER BACKSPLASH ABOVE COUNTER HEIGHT ABOVE FINISHED FLOOR ABOVE GRADE AMPERE AUDIO/VISUAL AMERICAN WIRE GAUGE COMMUNITY ACCESS TELEVISION CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CIRCUIT CEILING CEILING MOUNTED COMMUNICATIONS CONDUIT CONDUIT ONLY CONTROL COPPER DATA DEDICATED DEVICE DOWN DISHWASHER ELECTRIC WATER COOLER FIRE ALARM FLOOR BOX FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR FIBER OPT1C(AL) FACE OF COLUMN GROUND GARBAGE DISPOSAL GROUND FAULT CIRCUIT INTERRUPTER HAND HOLE HORSEPOWER INTERMEDIATE DISTRIBUTION FRAME/FACILITY INSTA-HOT WATER DISPENSER JUNCTION BOX MAGNETIC MAIN DISTRIBUTION FRAME/FACIUTY MANHOLE MULTIMODE rs MTD MOUNTED MW MICROWAVE N NEUTRAL NIC NOT IN CONTRACT OPER OPERATER/OPERABLE OPOI OWNER PROVIDED OWNER INSTALLED PB PULLBOX PNL PANEL PANELBOARD POS POSITION/POINT OF SALE PR PAIR R RACEWAY RO RACEWAY ONLY RECEPT RECEPTACLE REF REFRIGERATOR SLV SLEEVE SM SINGLEMODE SPECS SPECIFICATIONS SW SWITCH SWBD SWITCHBOARD TELECOM TELECOMMUNICATIONS TGB TELECOMMUNICATIONS GROUNDING BUSBAR TMGB TELECOMMUNICATIONS MAIN GROUNDING BUSBAR TSER TELECOMMUNICATIONS SERVICE ENTRANCE ROOM TV TELEVISION TYP TYPICAL UF UNDER FLOOR UG UNDER GROUND UON UNLESS OTHERWISE NOTED UTP UNSHIELDED TWISTED PAIR V VOLT OR VOICE VEL VERIFY EXACT LOCATION W WIRE, WATT, OR WALLPHONE WAP WIRELESS ACCESS POINT WP WEATHERPROOF XFMR TRANSFORMER 0 PHASE 1 D C B A RECEIVED CITY OF TUKWILA JUN 21 2013 PERMIT CENTER PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206A41.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ELA Lighting Design and Consulting SPAKLING WORK TOGETHER 1 STAND APART Tu 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.com PERMIT SUBMITTAL 6/17/2013 Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn JAB Checked JDV Approved JDV Title ELECTRICAL SYMBOLS & ABBREVIATIONS Sheet E00-00 Copyright © 2012 Perkins+Will 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 IRRIGA�N`SYSTEM\ CON COORD VAT'-LOCATIO WI ARCHITECTURAL>DRA N Lighting Design and Consulting SPAKLING 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.com 1 PIV `EQORDINATE LOCATION WITH'CIVIL��I' OVIDE FIRE FARM:-SYSTE I'MONITORI G x x -/: -, '-3 '1.. - \''. x 'F -1. x y, x 444 TYPE VAULT- ` TYPICAL MEET ME_Y U TO INTERCEPT EXISTI COMCAST FIBER 0P11C; FACIUIIES.'1 - x y x - x x i y yJ �.,: w� r: wyyx-'l.ur .wc ✓.� _ y� ,.r...... �✓ x ,m x x• rL :max x x-.fi� x s:.2''x.. x x, i�x m < x. .s ---k �. x r x� fa�°'� x, i7. x• x �n sa t ,F -'4'$2,4n.1, ,c r 1+ ,c x �i x� x xi 7,27. 7,17. 'x 7xk. Fi 77. 2727 7X72< 7 727 x ,' x -n x 7 7:77 x ,1, xsx) x x ,7,Axv,x urF,,, gr, -g,- A,,-5(.- A,--g,-A,-g,-g,-;.-g, ...g, ,n-;, %--,14T.,-x�,---,c-�r ,t4 ,x -5r rQ.*-Ac-g b.4-A(4-A,� rY x-,... z .K-g-A, xx %�A,,x,x A, g,,x%%%%,2,x,x Jx xx% xk%%%�t- �X%%%%, (A,%%%% i,%A,%%Jig �X%ax% X, ,X % A,% Jx,K,x A, 1;�,�;. ,x sx x a a a4"Ax ;... M.x a •n- a .,r a s JCC`BOX--(TYI SCL PAD MOUNTED TRANSFORMER PER SCL _REQUIREMENTS- w — Sheet Information Job Number 161028.000 PM By. JBRAMMER ELECTRICAL SITE PLAN SCALE: AS INDICATED -.rich plotted If -measurement• -is -other- than - T inch -then -tile-pfoT is reduced 3 w W CD N U 0 0 co M r` 5 4 3 2 GENERAL NOTES: 1. PROVIDE TWO ZONES OF CONTROL FOR EXTERIOR SITE LIGHTING. ONE ZONE TO AUTOMATICALLY SHUT OFF LIGHTS AT A PRESET TIME AND A SECOND TO SHUT OFF REMAINING LIGHT VIA PHOTOCELL AT SUNRISE. 2. ALL CONDUITS ARE TO BE 1" MINIMUM AND #10 AWG WIRE. 3. COORDINATE LOCATIONS OF FIXTURES WITH CIVIL AND LANDSCAPE ARCHITECTURAL DRAWINGS. 4. ALL SITE LIGHTING CIRCUITED TO L1-14 AND CONTROLLED VIA LIGHTING CONTROL PANEL (LCP) RELAYS. 5. PROVIDE CONCRETE POLE BASE FOR TYPE 'L01' LIGHT POLES PER DETAIL 2 ON SHEET E06-00. 6. PROVIDE CONCRETE BASE FOR BOLLARD TYPE L02 PER MANUFACTURER'S REQUIREMENTS. FLAG NOTES: HANDRAIL INTEGRATED LED LIGHT FIXTURE TYPE AND LOCATIONS WITH ARCHITECTURAL DRAWINGS LINEAR LED LIGHT TAPE MOUNTED UNDER BENCH L14, COORDINATE QUANTITIES FOR HANDRAIL DETAIL. SEAT TO LIGHT PLANTINGS. PROVIDE 12"x12" HANDHOLE FOR PULL BOX. TREE MOUNTED DOWNLIGHT. FIXTURE MOUNTS HIGH IN TREE CANOPY TO DOWNLIGHT THROUGH LEAVES AND BRANCHES TO CREATE PATTERNED LIGHT/SHADOW ON GROUND BELOW. STAKE MOUNTED TREE/SCULPTURE UPLIGHT. IN—GROUND LED MARKER LIGHT FOR SPARKLE. LIGHT FOR ART PIECE TO BE DETERMINED. 5 4 3 SITE LIGHTING PLAN SCALE: AS INDICATED <D 0 4 8 16 24 1 inch plotted If measurement is other than 1 inch then the plot is reduced. 2 Feet RECEIVED CITY OF TUKWILA OCT 1 4 2014 PERMIT CENTER D A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System Lighting Design and Consulting SPAKLING WORK TOGETHER I STAND APART 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.conz CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn JAB/HKG Checked JDV/LSM Approved JDV Title SITE LIGHTING PLAN i pA Sheet 01 -02 & RS\ULJ KW HUNLQ D C B A CL M 5 UTILITY POWER SERVICE METER WITH BASE PER SCL REQUIREMENTS AND COORDINATE WITH ARCHITECTURAL PRIOR TO INSTALLATION OF METER of 0 C-1 cD tet' 5 PRINTER DOOR ASIST CONTROLLER, COORDINATE LOCATION 1WTH ARCHITECTURAL (TYPICAL) I l l POWER OPERABLE WINDOW VENTS. COORDIN TE WITH MECHANICAL AND SHOP DRAWINGS TYPICAL--- — — - (D ,WP KITCHENETTE ALCOVE MOUNT IN FACE OF RISER, TYPICAL- -0F45) — L_J L El L MEETIr G� ROOD L—J L 20 L [;FCU -1 L L L L H ASSISTANCE POIR .S ML - L SELF - CHECK 75' SF 0 .1 COORDINATE WITH STRUCTURAL FOOTING I� ---D- MICR&1'A� TIFF qi' TL'It.�G --` FCU ;-7111 r ITOR 2.1 SF SEE ONE—UNE -• DIAGRAM SHEET t E07-00 P N A CHASE TQ MEZZANINE LEVEL L L —J—t (2)3" UP TO ELECTRICAL RM MAIN DISTRIBUTION PANEL C11 L-rog-- [=t -.�- i/ r FLORET r 112 .I PRINTER - CYBER BAR I 115 1 A' 0 SCL PAD MOUNTED ANSFORMER 4 SHEET FLAG NOTES: PROVIDE FLUSH WITH FLOOR, POWER ONLY FLOOR BOX WALKER 881 SERIES WITH PRE—WIRED RECEPTACLE WITH SLIDE HOLDER COVERS (COLOR AS SELECTED BY ARCHITECT) ALUMINUM FLANGE. NOTE ROUTE PVC CONDUITS IN STRUCTURAL SLAB. COORDINATE WITH STRUCTURAL PROVIDE PVC FLOOR BOX. PROVIDE FLUSH WITH FLOOR, POWER ONLY FLOOR BOX WALKER 881 SERIES WITH ALUMINUM COVER WITH THREADED OPENING FOR FLEX CONNECTION TO STACK UGHTING FIXTURES AND ALUMINUM FLANGE. NOTE ROUTE PVC CONDUITS IN STRUCTURAL SLAB. COORDINATE WITH STRUCTURAL PROVIDE PVC FLOOR BOX. PROVIDE WALKER 881 FLOOR BOX WITH ALUMINUM COVER AND FLANGE FOR FUTURE POWER. PROVIDE PULL STRING IN CONDUIT BACK TO PANEL IN MEZZANINE ELECTRICAL ROOM. PROVIDE RECESSED FLOOR BOX WITH POWER (DOUBLE DUPLEX RECEPTACLES) AND DATA HUBBELL LCFBSSA SERIES WITH FLUSH (NO RECESS FOR CARPET) ALUMINUM COVER AND CARPET FLANGE. ROUTE CONDUIT IN TOPPING SLAB. COORDINATE WITH MECHANICAL IN FLOOR HEAT PIPING AND STRUCTURAL PROVIDE TWO COMPARTMENT NON METALLIC SURFACE RACEWAY, WIREMOLD 5400 SERIES WITH ALL FITTINGS, CORNERS AND ACCESSORIES FOR POWER AND DATA. MOTORIZED SHADES. SWITCHES PROVIDED BY SHADE MANUFACTURER AND INSTALLED BY E.C. NEAR CHECK OUT AREA. REFER TO DIVISION 11 AND SHADE SHOP DRAWINGS FOR EXACT REQUIREMENTS. PROVIDE ENCLOSURE FOR SHADE CONTROLLERS AND RELAYS IN A NON PUBLIC AREA. PROVIDE (6)#10 WIRES FROM CONTROLLER LOCATION TO EACH OF THE MOTORS. PROVIDE LOW VOLTAGE WIRING TO SWITCH CONTROL STATION. WALL MOUNTED POWER AND DATA FOR COMPUTERS ELECTRICAL FLOOR PLAN LEVEL 01 SCALE: AS INDICATED 0 4 8 16 24 1 inch plotted If measurement is other than 1 inch then the plot is reduced. 3 Feet D GENERAL SHEET NOTES 1. CONTRACTOR TO REFER TO MECHANICAL DRAWINGS, SCHEDULES AND SUBMITTALS FOR EQUIPMENT LOCATIONS AND POWER REQUIREMENTS. 2. PROVIDE DEDICATED NEUTRALS FOR ALL 120 VOLT CIRCUITS. 3. ALL KITCHEN AND OFFICE AREA RECEPTACLES ARE TO BE 20 AMP TYPE. 4. CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS FOR CASEWORK AND FURNITURE LAYOUTS. 5. COORDINATE EXACT MECHANICAL EQUIPMENT LOCATIONS AND ELECTRICAL REQUIREMENTS WITH MECHANICAL ENGINEER PRIOR TO ROUGH—IN. 6. REFER TO ARCHITECTURAL PLANS FOR FLOOR BOX LOCATIONS AND DIMENSIONS. 7. ROUTE IN OR BELOW STRUCTURAL SLAB WHEN EVER POSSIBLE. NOTIFY DESIGN TEAM OF ANY CONDUITS IN TOPPING SLAB. COORDINATE WITH HYDRONIC HEATING SYSTEM TUBING TO ELIMINATE CROSSOVERS. 8. CONCEIL ALL CEILING MOUNTED CONDUITS. 2 SEE SHEET M02-00 FOR HYDRONIC HEAT SYSTEM COVERAGE POWER OPERABLE WINDOW VENTS. COORDINATE WITH MECHANICAL AND SHOP DRAWINGS _____ DPI CAL - 40.1(o) RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER r�. D PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ELA _ Lighting Design and Consulting C B A SPAKLING WORK TOGETHER 1 STAND APART TM' 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling. coin PERMIT SUBMITTAL 6/17/2013 Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn JAB Checked JDV Approved JDV Title ELECTRICAL FLOOR PLAN - LEVEL 01 Sheet E02-01 Copyright © 2012 Perkins+Will D C LIGHTING CONTROL PANEL C.T.ENCLOSURE PER SCL STANDARDS B FOR 1 AND S 12" CABLE TRAY TO WALL CHASE CHASE FOR POWER AND LATA TO LEVEL 1 FLUSH FLOOR BOXES -4'X8'- PLYWOOD -. TELCOM SERVIC ENTRANCE COMMUNICA ONS EQUIPMENT RACK 12" FROM WAL MAIM SERVICE PANEL (MDB) 600 AMP, 120/208V, 3 PIS, 4W ELECTRICAL FLOOR PLAN LEVEL MEZZANINE QQ SCALE: AS INDICATED a N 0 4 8 16 24 1 inch plotted If measurement is other than 1 inch then the plot is reduced. A Feet GENERAL SHEET NOTES: 1. CONTRACTOR TO REFER TO MECHANICAL DRAWINGS, SCHEDULES AND SUBMITTALS FOR EQUIPMENT LOCATIONS AND POWER REQUIREMENTS. 2. PROVIDE DEDICATED NEUTRALS FOR ALL 120 VOLT CIRCUITS.. 3. COORDINATE EXACT MECHANICAL EQUIPMENT LOCATIONS AND ELECTRICAL REQUIREMENTS WITH MECHANICAL ENGINEER PRIOR TO ROUGH -IN. 4. CONCEAL ALL CEILING MOUNTED RACEWAYS IN MAIN LIBRARY AREA. 5. PROVIDE CODE REQUIRED DISCONNECTS FOR ALL MECHANICAL EQUIPMENT AND MOTORS. SHEET FLAG NOTES PROVIDE POWER CONNECTIONS TO WATER TREATMENT SYSTEM. PROVIDE 120 VOLT POWER RECEPTACLE AND NETWORK DATA FOR BUILDING MANAGEMENT SYSTEM. COORDINATE LOCATION AND REQUIREMENTS WITH CONTROL'S CONTRACTOR. PROVIDE POWER CONNECTIONS TO SKYLIGHT MOTORS. COORDINATE WITH SKYLIGHT SUBMITTALS AND MECHANICAL SYSTEM FOR CONTROLS. b 13 .1110 RECEIVED ti=r a CITY OF TUKWILA `.:;. R Liufi JUN 212013 R..„i PERMIT CENTER D PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ELA _ Lighting Design and Consulting C B A SPAKLING WORK TOGETHER I STAND APARTTM' 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.com PERMIT SUBMITTAL 6/17/2013 Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn JAB Checked JDV Approved JDV Title ELECTRICAL FLOOR PLAN - LEVEL 02 Sheet E02-02 Copyright © 2012 Perkins+Will ,1 ,AH U_1 , 11 CP1-2 - L,J VP CPI 3 WE''' - i•' WP MECHANICAL CP 4 WP ► ` M x, CP_1 ' WP wpoCWP-1 Cy k' EWH-1 J CWP -2 ,oma 1°' 0 -+WP — o ,©, ---- ' FS V �_ - ,.- 0 +I► 1 WSHP-1 .i '1 Nn tsil1 ELE CTRICIAL �► 1 PANEI :1Mt 11111111•111111111111111 NM NM S FOR 1 AND S 12" CABLE TRAY TO WALL CHASE CHASE FOR POWER AND LATA TO LEVEL 1 FLUSH FLOOR BOXES -4'X8'- PLYWOOD -. TELCOM SERVIC ENTRANCE COMMUNICA ONS EQUIPMENT RACK 12" FROM WAL MAIM SERVICE PANEL (MDB) 600 AMP, 120/208V, 3 PIS, 4W ELECTRICAL FLOOR PLAN LEVEL MEZZANINE QQ SCALE: AS INDICATED a N 0 4 8 16 24 1 inch plotted If measurement is other than 1 inch then the plot is reduced. A Feet GENERAL SHEET NOTES: 1. CONTRACTOR TO REFER TO MECHANICAL DRAWINGS, SCHEDULES AND SUBMITTALS FOR EQUIPMENT LOCATIONS AND POWER REQUIREMENTS. 2. PROVIDE DEDICATED NEUTRALS FOR ALL 120 VOLT CIRCUITS.. 3. COORDINATE EXACT MECHANICAL EQUIPMENT LOCATIONS AND ELECTRICAL REQUIREMENTS WITH MECHANICAL ENGINEER PRIOR TO ROUGH -IN. 4. CONCEAL ALL CEILING MOUNTED RACEWAYS IN MAIN LIBRARY AREA. 5. PROVIDE CODE REQUIRED DISCONNECTS FOR ALL MECHANICAL EQUIPMENT AND MOTORS. SHEET FLAG NOTES PROVIDE POWER CONNECTIONS TO WATER TREATMENT SYSTEM. PROVIDE 120 VOLT POWER RECEPTACLE AND NETWORK DATA FOR BUILDING MANAGEMENT SYSTEM. COORDINATE LOCATION AND REQUIREMENTS WITH CONTROL'S CONTRACTOR. PROVIDE POWER CONNECTIONS TO SKYLIGHT MOTORS. COORDINATE WITH SKYLIGHT SUBMITTALS AND MECHANICAL SYSTEM FOR CONTROLS. b 13 .1110 RECEIVED ti=r a CITY OF TUKWILA `.:;. R Liufi JUN 212013 R..„i PERMIT CENTER D PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ELA _ Lighting Design and Consulting C B A SPAKLING WORK TOGETHER I STAND APARTTM' 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.com PERMIT SUBMITTAL 6/17/2013 Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn JAB Checked JDV Approved JDV Title ELECTRICAL FLOOR PLAN - LEVEL 02 Sheet E02-02 Copyright © 2012 Perkins+Will D c B A 5 5 4 3 2 L1-14 o (R18) L1-14 '. o (R18) (L06) L1-14 4) o (R18) (R13) (R18)o ®v L1 -6 (R12) 4 LIGHTING FLOOR PLAN - LEVEL 1 LOW CEILING SCALE: AS INDICATED 0 4 8 16 24 1 inch plotted If measurement is other than 1 inch then the plot is reduced. 3 Feet 2 GENERAL NOTES: 1. EACH AREA TO HAVE SEPARATE ZONE OF CONTROL. 2. ALL MILLWORK INTEGRATED AND TASK LIGHTING TO BE CONTROLLED SEPARATE FROM GENERAL LIGHTING. 3. PROVIDE PHOTOCELLS FOR PRIMARY AND SECONDARY DAYLIGHT ZONES IN ALL DAYLIGHT AREAS. FLAG NOTES: F13A RECESSED VERTICALLY IN WALL, PROVIDE CORNER PIECE TO RUN CONTINUOUS WITH F13B FROM WALL TO CEILING. IN—GROUND LED MARKER LIGHT FOR SPARKLE. STACK MOUNTED LED LINEAR UGHTS KCLS STANDARD. LIGHTING INTEGRAL TO CASEWORK AND T.B.D. PROVIDE FIXTURE WITH INTEGRAL BATTERY BACK UP BALLAST AND TEST SWITCH. PROVIDE UNSWITCHED LEG TO BATTERY. FLOOR BOX FOR POWER CONNECTION TO STACK LIGHTING SYSTEM. PROVIDE FLEXIBLE CONNECTIONS FROM FLOOR BOX TO STACK LIGHTING. COORDINATE WITH STACK LIGHTING AND STACK SYSTEM. SEE SHEET E02-01 FLAG NOTE 2. PROVIDE WALL MOUNTED CONNECTION TO STACK LIGHTING SYSTEM. PROVIDE FOUR ZONE DIMMING SWITCH STATION FOR ZONES a, b, c, d. PROVIDE EIGHT ZONE OVERRIDE SWITCH CONTROL STATION FOR ZONES: 1) ALL INTERIOR 'ON'/'OFF' (RELAYS R1 THOUGH R18) 2) BOOK STACKS MAIN AREA (RELAYS R12, R13) 3) COMMUNITY MOSAIC WALL WASHER (RELAY R11) 4) CHILDREN'S AREA BOOK STACKS (R14) 5) CHILDREN'S AREA HIGH CEILING (R3) 6) EAST AREA (R6) 7) SOUTH AREA (R1,R2) 8) GENERAL AREA (R4,R5) VERIFY SWITCHING ZONES AND LABELING WITH KCLS PRIOR TO PROGRAMMING. jjl► PROVIDE OVERRIDE CONTROL STATION FOR STAFF HIGH CEILING DOWN LIGHT (R9) PROVIDE MANUAL 'ON' ONLY SWITCH. PROVIDE WALL MOUNTED EMERGENCY EGRESS DOUBLE HEAD LIGHT WITH REMOTE BATTERY. COORDINATE BATTERY LOCATION WITH ARCHITECT AND REFLECTED CEILING PLAN. FIXTURE TO BE WET LABELED. SURE—LITES PATHLINX LED 'LEM' SERIES OR APPROVED EQUAL. CITY OF TUJ WILA OCT 1 4 2014 PERMIT CENTER D PERKI N 5 +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System _ Lighting Design and Consulting c B A SPAKLING WORK TOGETHER 1 STAND APART 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.com CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn Checked Approved Title LIGHTING FLOOR PLAN - LEVEL 01 Sheet E03-01 & RS\ULJ KW HUN L Q 2014 3:17 PM By..HSANGHER 4 10 l0 10 .10 10 10 0 10 to 10 L1-15 (R8) L1-17 L1-17 (R9)DOWN ° (R9)DOWN (R10)UP 6 (R10)UP L1-1 (R6) "'SEE MEZZANINE LIGHTING ' PLAN BELOW: L1-7 (R4) L1-7 (R4) L1-7 (R4) r � L1-9 (R5) L1-9 (R5) L1-9 (R5) L1-9 (R5) L1-9 (R5) L1-9 (R5) L1-7 (R4) .04<, L1-1 (R1)UP L1-3 (R2) DOWN L1-1 (R1)UP L1-3 (R2) DOWN 5 I 4 L1-1 (R1)UP, L1-3 (R2) DOWN L1-1... (R1)UP L1-3 (R2) DOWN L1-1" . (R1)UP L1-3 (R2) DOWN LIGHTING FLOOR PLAN - LEVEL 1 HIGH CEILING 7 SCALE: AS INDICATED 0 4 8 1 inch plotted If measurement is other than 1 inch then the plot is reduced. 16 24 Feet L1-1 (R1)UP L1-3 (R2) DOWN L1-1 • (R1)UP L1-3 (R2) DOWN L1-1 (R1)UP L1-3 (R2) DOWN GENERAL NOTES: 1. EACH AREA TO HAVE SEPARATE ZONE OF CONTROL. 2. DECORATIVE PENDANTS L09, LO9A, AND F07 TO BE CONTROLLED SEPARATE FROM GENERAL LIGHTING. 3. PROVIDE PHOTOCELLS FOR PRIMARY AND SECONDARY DAYLIGHT ZONES IN ALL DAYLIGHT AREAS 4. CONCEAL ALL RACEWAYS IN OPEN CEILING AREA. FLAG NOTES: PENDANTS MOUNTED AT VARIOUS HEIGHTS. F07 FIXTURE TYPE SURFACE MOUNTS TO SLOPED CEILING. SURFACE MOUNTED ABOVE LOWER CEILING TO UPLIGHT SLOPED CEILING AT CLERESTORY. WALL MOUNTED TO UPLIGHT SLOPED CEILING AND PROVIDE DOWN LIGHTING COUNTER BELOW. MOUNTED ABOVE WINDOWS. SURFACE MOUNTED ON TOP OF LOWER CEILING TO UPLIGHT UPPER CEILING. FORWARD THROW ASYMMETRIC OPTICS ORIENTED TOWARDS CENTER OF CEILING/ROOM. WALL MOUNTED AT 15-0"A.F.F. TO UPLIGHT SLOPED CEILING AND PROVIDE DOWN LIGHTING BELOW AT DESK. SURFACE MOUNTED ON TOP OF WINDOW BOX TO UPLIGHT UPPER CEILING. FORWARD THROW ASYMMETRIC OPTICS ORIENTED TO HIGHLIGHT SLOPED CEILING. RECESSED INTO CEILING TO PROVIDE EGRESS LIGHTING AT DOOR. PROVIDE OVERRIDE CONTROL SWITCH FOR ALL EXTERIOR LIGHTING (RELAYS R19 — R24) 10--1 10-I L1-2 (F05) L1-2 10=-1 L1-2 L1-2 to ---t P MOUNT 3 WAY SWITCH AT BOTTOM OF STAIRS (F17 L1-2 (X3), 2 L1-2 COORDINATE F05 LOCATIONS WITH 2 2 MECHANICAL DUCTS AND PIPES (X3) 10- 1 L1-2 L1-2 — PILOT LIGHT TYPE SWITCH AT TOP OF STAIRS 2 (X3)� F05 I ( ) L1-2 L1-2 10--1 L1-2 LIGHTING FLOOR PLAN - MEZZANINE: CEILING SCALE: AS INDICATED 3 2 1 RECEIV\E D CITY OF TUKWILA OCT 1 4 2014 PERMIT CENTER D c B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ELA Lighting Design and Consulting SPAKLING WORK TOGETHER I STAND APART SHA, VEL R`D 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 zvww.sparling.com CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn Checked Approved Title LIGHTING FLOOR PLAN - LEVEL 01 Sheet E03-02 & RS\ULJ KW HUNLQ J: \B17643\CADDCit3E PRINTER CONCEALED BRACED .FRAME, SEE STRUCTURAL c8f.1 12rT F BREAK_ 142 SF BOOK DROP STAFF 17 F,, S- OF FLOOR ABOVE ALASS OFFICE FRONT ST/ F OFFI z118 i 5,I_ WAP STEEL SHIPS 8 DPEP) s> UP Pr VESTIBULE 117 SI 15) RECESSED IN TERRA COTTA WALL Ifs OMM -A8UI 0 --IME —LEVEL Nick0 G -CH SES U ZZANINE� — LINE OF SOFFIT ABOVE CONCEALED FRAME, SEE SELF - _CHECK FT31 +28' 21' (6) LINE OF SOFFIT ABOVE �\ \ WOOD•PLATFORIs1 AND .STEPS 28' _2 La UST ©-41 ELECTRICAL CHASE IL D►© <?- I WAFr — CONCEALED BRACED \' FRAME, SEE STRUCTLIR.V -- LINE OF SOFFIT ABOVE CHILDREN'S 112 2 SF GENERAL NOTES: D► D►© D► • • • • ,1— ASSISTANCE POINTS 1778 —145 SF - • • • D►a STUDY L=111-- D►a D►0 D -a D►a N1— FREESTANDING CURVED GLASS WALL UP TO '-0" I D►a WAP WAP COMMUNITY MOSAIC 1627 TEEN LOUNGE 22121. Do - 2_ 1 4 _ -- 4 ------- TO COMMUNICATIONS SERVICE POINTS 1. All COMMUNICATIONS HORIZONTAL CABLING RUNS FOR TELECOMMUNICATIONS SHALL BE CONTINUOUS CABUNG RUNS OF LESS THAN 280 FEET. NOTIFY TELECOMMUNICATIONS CONSULTANT FOR APPROVAL OF ALL INSTANCES OF HORIZONTAL CABUNG THAT EXCEEDS 280 FEET PRIOR TO INSTAWNG THE CABUNG. 2. COORDINATE THE LOCATIONS AND ELEVATIONS OF TELECOMMUNICATIONS WORK AREA OUTLETS IN CASE WORK WITH ARCHITECTURAL ELEVATIONS. 3. COORDINATE THE LOCATIONS AND BACK BOX REQUIREMENTS FOR WIRELESS ACCESS POINTS (WAP) WITH ARCHITECTURAL SYSTEMS AND ELEVATIONS. SUBMIT SHOP DRAWINGS OF PATHWAY AND BACK BOX METHODS FOR APPROVAL PRIOR TO INSTALLATION. 4. COORDINATE WORK AREA OUTLET FACE PLATE FINISHES AND COLORS WITH ARCHITECT PRIOR TO PROJECT LEVEL PROCUREMENT OF MATERIALS. 5. PROVIDE A 120VAC POWER OUTLET WITHIN 12 INCHES OF ALL WALL MOUNTED WORK AREA OUTLETS. 6. PROVIDE (2) DATA DROPS FOR EACH 'WAP' DEVICE SHOWN. 7. CONCEAL ALL CEIUNG MOUNTED RACEWAYS WHERE OPEN TO STRUCTURE 4 b SYSTEMS FLOOR PLAN LEVEL 01 QQ SCALE: AS INDICATED 4 8 16 24 1 inch plotted �•— If measurement is other than 1 inch then the plot is reduced. Feet 3 4D 4I0 I LINE OF OVERHANG ABOVE fl- D►a 4 tow -0 D►� (10) _1_ 4- KITCHENETTE ALCOVE __ MEETINC ROOM I L J 1STORAG 3/4"9r;ac 75 SF — k 1/2"c ) -44 C2 -411 ALIGN WAP WAP BUILT-IN CYBER EAR, TYP. SHEET FLAG NOTES ROOM AV EQUIPMENT RACK COORDINATE LOCATION SPEAKER BACK BOX WITH 3/4" CONDUIT (DAISY CHAIN ACCEPTABLE) BACK TO MEZZANINE COMMUNICATIONS EQUIPMENT FOR SOUND MASKING SYSTEM. RECESS IN AREAS WITH DROP OR GYB (HARD) CEILINGS, SURFACE MOUNTED IN OPEN TO STRUCTURE CEILINGS. CONCEAL RACEWAYS. SEPARATE THE TOILET ROOM SPEAKERS FROM THE MAIN LIBRARY SPEAKERS. PROVIDE RECESSED IN DROP CEILING SPEAKER BACK BOX WITH 3/4" CONDUIT BACK TO AV SYSTEM EQUIPMENT RACK LOCATED IN STORAGE CLOSET. TYPICAL OF (4) SPEAKERS. PROVIDE PULL STRINGS. PROVIDE 6 GANG RECESSED JUNCTION BOX WITH BLANK COVER PLATE FOR AV EQUIPMENT CABLING. PROVIDE 4 GANG RECESSED JUNCTION BOX WITH BLANK COVER PLATE FOR AV EQUIPMENT CONNECTION. PROVIDE 1 1/2" CONDUIT BACK TO AV EQUIPMENT JUNCTION BOX IN CLOSET. PROVIDE DATA DROPS IN RECESSED FLOOR BOXES. SEE SHEET E02.01 FOR FLOOR BOX TYPE AND LOCATION. ROUTE IN SLAB RACEWAY TO MEZZANINE LEVEL COMMUNICATIONS EQUIPMENT. COORDINATE WITH STRUCTURAL AND MECHANICAL IN SLAB HEATING SYSTEM. DATA OUTLETS ARE TO BE MOUNTED IN SURFACE RACEWAY PER FLAG NOTE 5 ON SHEET E02.01. PROVIDE RECESSED BOX AT EACH END OF RACEWAY WITH 1" CONDUIT UP TO EQUIPMENT RACK IN MEZZANINE. CB-) E) 2 1 1 RECEIVED CITY OF TUKWILA AL. Rts JUN 2 1 2013 PERMIT CENTER D PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ELA _ Lighting Design and Consulting C B A SPAKLING WORK TOGETHER 1 STAND APART 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.com PERMIT SUBMITTAL 6/17/2013 Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn JAB • Checked JDV Approved JDV Title SYSTEMS FLOOR PLAN - LEVEL 01 "s rte„ ,rt��ky Sheet e jog 04-01 Copyright © 2012 Perkins+Will J:\1317643VADDO8V06_00 Jun 17, 2013 2:16 PM By. JBRAMMER PROVIDE INTERFACE WITH BUILDING MANAGEMENT SYSTEM FOR CONTROL OF EXTERIOR LIGHTING RELAYS LCF) -1 (ELECTRICAL ROOM 002) SWITCH RELAY CIRCUIT REMARKS: LOCATION R1 BH1-1 GARAGE LIGHTING ELECTRICAL ROOM R2 BH1-2 EXTERIOR ELECTRICAL ROOM R3 BL1-6 EXTERIOR LED (120V) ELECTRICAL ROOM R4 BL1-8 READING STACKS WEST LED (120V) WORK ROOM R5 BL1-10 READING STACKS WEST LED (120V) WORK ROOM R6 BL1-12 READING STACKS NW LED (120V) WORK ROOM R7 BL1-14 READING STACKS NW LED (120V) WORK ROOM R8 BL1-16 READING STACKS NW LED (120V) WORK ROOM R9 BL1-18 READING STACKS WEST LED (120V) WORK ROOM R10 BL1-20 READING STACKS CENTER LED (120V) WORK ROOM R11 BH1-4 UPPER CEILING SKY LTG VIA PC WORK ROOM R12 BH1-6 UPPER CEILING DIMMING VIA PC WORK ROOM R13 BL1-22 CHILDREN PENDANT LED (120V) WORK ROOM R14 BH1-8 UPPER CEILING METAL HALIDE VIA PC WORK ROOM R15 BH1-10 LOWER CEILING SOUTH WORK ROOM R16 BH1-10 LOWER CEILING SOUTH WORK ROOM R17 BL1-26 LOBBY WALL WASHERS (120V) WORK ROOM R18 BL1-24 CYBER NORTH PENDANT LED (120V) WORK ROOM R19 BH1-14 CHILDREN'S EAST WINDOW AREA WORK ROOM R20 BH1-14 CHILDREN'S AREA WORK ROOM R21 BH1-16 SILL MOUNTED SOUTH/EAST WORK ROOM R22 BH1-18 SILL MOUNTED WEST/NORTH WORK ROOM R23 BL1-21 NONFICTION STACK LTG (120V) WORK ROOM (WITH R15) R24 BL1-23 NONFICTION STACK LTG (120V) WORK ROOM (WITH R15) PROVIDE LIGHTING CONTROL VIA BUILDING MANAGEMENT SYSTEM. * PROVIDE SWITCH IN ROOM 002 FOR OVERRIDE OF EXTERIOR LIGHTING. LIGHTING CONTROL NOTES: 1. PROVIDE INTERFACE BETWEEN LIGHTING CONTROL RELAYS AND MECHANICAL CONTROL SYSTEM. COORDINATE WITH MECHANICAL CONTROL CONTRACTOR. 2. PROVIDE 120 VOLT CIRCUIT FOR CONTROL PANEL POWER (.) 3. NOT ALL SWITCHES SHOWN ON PLANS. PROVIDE PER SCHEDULE. 4. PROVIDE LABLE WITH ZONE DISCRIPTION FOR EVERY LOW VOLTAGE SWITCH. 5. PROVIDE SCHEDULE OF ALL RELAYS ON EACH LIGHTING RELAY PANEL. E06-00 LOW VOLTAGE LIGHTING CONTROL HANDHOLE POLE AS SPECIFIED OR SHOWN I -A GRADE DIMENSIONS TYPE M1,M2,M3,M4 A = 2" PLANTED AREA OR FLUSH ON CONCRETE WALK B = 8'-0" MIN, C = 16" DIA. F06-00 SCALE: NONE C D • . A. STUB CONDUIT TO 6" BELOW HANDHOLE WITH GROUND BUSHING ORNAMENTAL BOLT COVER. TIGHTLY SECURE COVER TO POLE & BASE PLATE. PROVIDE NO AIR SPACE BETWEEN COVER AND TOP OF GROUT. BOLT AND/OR SCREW COLOR SHALL MATCH POLE. NUT AND WASHER TO PLUMB POLE (TWO EACH PER ANCHOR BOLT) 1" X 1" CHAMFER 1TGHTLY PACKED GROUT UNDER POLE BASE TO INSURE FULL CONTACT WITH FOOTING (PROVIDE WEEP HOLE) EXPOSED PORTION OF CONCRETE BASE TO HAVE RUBBED SURFACE RACEWAY 24" BELOW FINAL GRADE OR AS NOTED ON DRAWINGS (QUANTITY AS REQUIRED) SONOTUBE FORM (REMOVE) ANCHOR BOLTS AS FURNISHED WITH POLE OR AS SPECIFIED USE AUGERED HOLE AS CONCRETE FORM BELOW SONOTUBE #3 REBAR TIES AT 3" O.C. ® TOP 2" #3 REBAR TIES AT 6" O.C. FOR REMAINDER 1#6 VERTICAL REBAR © EA. CORNER 3000 PSI CAST—IN—PLACE CONCRETE POLEBASE DETAIL FOR EXTERIOR FIXTURES RECEIVED, �..:>�,` PAX CITY OF TUKWILA r Q . r JUN 2 1 2013 PERMIT CENTER D C B A PERKINS +WI L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ELA Lighting Design and Consulting SPAKLING WORK TOGETHER I STAND APART' 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.spnrling. corn PERMIT SUBMITTAL 6/17/2013 Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn JAB Checked JDV Approved JDV Title LIGHTING CONTROL DETAILS/DIAGRAM !S� Sheet VAL E06-00 Copyright © 2012 Perkins+Will 5 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER ALTERNATE MANUFACTURERS LAMP INPUT CODE WATTS VOLT* COMMENTS F01 RECESSED DIRECT -INDIRECT FLUORESCENT LIGHTING FIXTURE, NOMINAL 24" X 48" X 6". ONE PIECE DIE -FORMED 20 GAUGE COLD ROLLED STEEL HOUSING. TWO CURVED REFLECTORS WITH HIGH -REFLECTANCE MATTE WHITE PAINT FINISH. DETACHABLE PERFORATED LAMP SHIELD FORMED OF 22 GAUGE COLD ROLLED STEEL WITH WHITE ACRYLIC LENS INSERT. LAMP SHIELD SWINGS DOWN FOR RELAMPING. DUAL ELECTRONIC BALLAST FOR 2 -LEVEL SWITCHING. FOCAL POINT LUNA SERIES; LITHONIA AVANTE SERIES; MARK AURORA SERIES; COLUMBIA STRATUS SERIES; DAY-BRITE ARIOSO SERIES. 2 F32T8 68 F02 DECORATIVE SMALL PENDANT NOMINAL 23.5" DIAMETER. MADE FROM BAMBOO PLYWOOD WITH THE INTERIOR PAINTED IN CHOICE OF VARIOUS AVAILABLE COLORS. OUTSIDE ISA NATURAL BAMBOO FINISH. FIXTURE RESPONDS TO DAYLIGHT CONTROLS. VERIFY MANUFACTURER'S FINISH (SALMON, AQUA OR YELLOW) FOR EACH FIXTUREILOCATION. VERIFY MOUNTING HEIGHTS AND EXACT LOCATIONS WITH ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. DAVID TRUBRIDGE CORAL 600 SERIES NO SUBSTITUTES 1 PHILIPS 10.5A191COREPROI 3000 611- 3000K LED RETROFIT LAMP, 800 LUMEN 11 FO2A SIMILAR TO F02, EXCEPT NOMINAL 31.5" DIAMETER. DAVID TRUBRIDGE CORAL 800 SERIES 1 PHILIPS 10.5A19/COREPRO1 3000 6/1- 3000K LED RETROFIT LAMP, 800 LUMEN 11 FO2B SIMILAR TO F02, EXCEPT NOMINAL 39.5" DIAMETER. DAVID TRUBRIDGE CORAL 1000 SERIES 1 PHILIPS 10.5A191COREPRO1 3000 611- 3000K LED RETROFIT LAMP, 800 LUMEN 11 F03 UNDERCABINET TASKLIGHT NOMINAL 48" WITH SOLID FRONT, NOT TO EXCEED 1-314" HIGH, SHALL HAVE A 45 DEGREE BATWING ACRYLIC PRISMATIC LENS. STEEL HOUSING WITH BAKED WHITE ENAMEL FINISH. SUPPLY WITH ROCKER SWITCH. ELECTRONIC BALLAST. ALKCO SF332 SERIES; FAILSAFE MAS SERIES; LITHONIA N2S SERIES; H.E. WILLIAMS 2SF-KSH25 SERIES; DAYBRITE 8UC SERIES; VISTA MGT SERIES 1 F32T8 32 F04 EXTERIOR WALL MOUNTED FLUORESCENT FIXTURE. NOMINAL 4' LENGTH X 4-118" HIGH X 4-3/4" PROJECTION FROM WALL. HOUSING CONSTRUCTED OF DIE-CAST ALUMINUM END CAPS AND EXTRUDED ALUMINUM BODY. END CAPS WEDLED TO PROVIDE A SEEMLESS, WATERPROOF LAMP HOUSING. HOUSING SECURED TO MOUNTING BRACKET WHICH IS DIRECTLY SECURED TO WALL OVER RECESSED OUTLET BOX. FACEPLATE IS CONSTRUCTED OF EXTRUDED ALUMINUM. FACEPLATE SECURED TO BOTTOM OF LAMP HOUSING WITH TEN FLUSH, CAPTIVE, STAINLESS STEEL FASTNERS. BOTTOM DIFFUSER MADE OF MATTE SAFETY GLASS. IP65 AND UL LISTED FOR WET LOCATIONS. STANDARD MANUFACTURER'S FINISH AS SELECTED BY ARCHITECT. OCL UNA SERIES 1 F32T8 32 F05 SURFACE MOUNTED ONE LAMP FLUORESCENT STRIP FIXTURE NOMINAL 48". DIE FORMED STEEL, HIGH REFLECTANCE BAKED WHITE ENAMEL FINISH. ELECTRONIC BALLAST. PROVIDE WITH WIREGUARD. H.E. WILLIAMS 76 SERIES COLUMBIA CS SERIES; LITHONIA C SERIES; METALUX SS SERIES; DAY-BRITE T SERIES; LIGHTOLIER SW SERIES; 1 F32T8 32 F06 WALL MOUNTED LINEAR FLUORESCENT ASYMMETRIC DIRECT/INDIRECT FIXTURE. NOMINALLY 4" WIDE X 2-1/4" HIGH X 12' LONG. CONSTRUCTED OF DIE -FORMED COLD ROLLED STEEL. FLAT MESOPTIC PANEL IN LOWER OTPTICS. UPPER REFLECTOR HIGH REFLECTANCE SPECUALR ALUMINUM. FLAT DIE-CAST END CAPS. INTEGREAL ELECTRONIC DIMMING BALLAST WHICH RESPONDS TO PHOTOCELL CONTROL. STANDARD MANUFACTURER'S FINISH AS SELECTED BY ARCHITECT. LEDALITE CHOPSTICK 6 F54T5H0 375 FO6A SIMILAR TO F06 EXCEPT 8' LONG 4 F54T5H0 250 F07 SURFACE MOUNTED LINEAR DIRECT FLUORESCENT DOWNLIGHT. NOMINALLY 8' LONG X 3-112" WIDE X 3-1/2" HGH. HOUSING CONSTRUCTED OF EXTRUDED ALUMINUM. PARABOLIC LOUVER. ELECTRONIC DIMMING BALLAST WHICH RESPONDS TO PHOTOCELL CONTROL. STANDARD MANUFACTURER'S FINISH AS SELECTED BY ARCHITECT. A -LIGHT ACCOLADE D3 SERIES GAMMALUX G -BEAM SERIES 2 F54T5H0 125 F08 SURFACE MOUNTED ONE LAMP FLUORESCENT STRIP FIXTURE NOMINAL 48". DIE FORMED STEEL, HIGH REFLECTANCE BAKED WHITE ENAMEL FINISH. ELECTRONIC DIMMING BALLAST WHICH RESPONDS TO PHOTOCELL CONTROL. METALUX SNF SERIES COLUMBIA CS SERIES; LITHONIA C SERIES; DAY-BRITE T SERIES; LIGHTOLIER SW SERIES; H.E. WILLIAMS 76 SERIES 1 F54T5H0 63 FO8A SIMILAR TO F08 EXCEPT 2' LONG 1 F24T5H0 30 F09 SURFACE MOUNTED FLUORESCENT ASYMMETRIC UPLIGHT. NOMINALLY 5-7/8" WIDE X 3-3/4" HIGH X 4' LONG TO FORM A CONTINUOUS ROW. HOUSING AND SPECULAR REFLECTOR CONSTRUCTED OF EXTRUDED ALUMINUM. ADJUSTABLE REFLECTOR WITH ROTATABLE LOCKING SCREWS TO SECURE POSITION. INTEGRAL ELECTRONIC DIMMING BALLAST WHICH RESPONDS TO PHOTOCELL CONTROL. ELLIPTIPAR 306 SERIES 1 F54T5H0 63 FO9A SIMILAR TO F09 EXCEPT 2' LONG 1 F24T5H0 30 F10 RECESSED COMPACT FLUORESCENT DOWNLIGHT WITH VERTICAL LAMP, NOMINAL 5" APERTURE. CLEAR SEMI -SPECULAR ALZAK PARABOLIC CONE, SELF -FLANGED OVERLAP TRIM, LOW -IRIDESCENT FINISH. ELECTRONIC BALLAST. MINIMUM RECESS DEPTH 7 3/4". MAXIMUM RECESS DEPTH 9 1116". EDISON PRICE 13/5 SERIES; HALO 04013.4011 SERIES; DELRAY V5100 SERIES; LITHONIA GOTHAM AFV 13DTT5AR SERIES NO SUBSTITUTES 1 ONE CFT13W (4 PIN) 15 F11 RECESSED 4" WIDE APERTURE LINEAR FLUORESCENT, REGRESSED LENS DOWNLIGHT, NOMINAL 4" WIDE X 4-5/16" HIGH X 4'-0" LONG. MINIMUM 45 DEGREE SHIELDING ANGLE. SINGLE LAMP CROSS-SECTION, WITH STAGGERED TO REDUCE SOCKET SHADOWING. SINGLE PIECE EXTRUDED ALUMINUM HOUSING WITH DIE-CAST ALUMINUM ENDCAPS. SINGLE, CONTINUOUS, OPAL ACRYLIC LENS. LENS SNAPS INTO PLACE. FROSTED REGRESSED EXTRUDED ACRYLIC LENS. ELECTRONIC 0-10V DIMMING BALLAST. TRIM FINISH AS SELECTED BY ARCHITECT. FOCAL POINT: SEEM 4 REGRESSED LENS SERIES A -LIGHT ACCOLADE SERIES; PRUDENTIAL LIGHTING P42 SERIES 1 F32T8 32 F11A SIMILAR TO F11 EXCEPT 8' LONG ALIGHT ARRIS 4 AXIS LIGHTING BEAM 3 SERIES, 2 F32T8 68 F12 PENDANT MOUNTED LINEAR FLUORESCENT FIXTURE. NOMINALLY 4' LONG X 4" WIDE X 4" HIGH. FABRICATED WITH MITERED CORNERS. NO VISIBLE HARDWARE. INTEGRAL ELECTRONIC BALLAST. LEDALITE CHOPSTICK PRUDENTIAL P-1220 SERIES 1 F54T5H0 63 F13 RECESSED 4" WIDE APERTURE, LENSED, LINEAR FLUORESCENT FIXTURE. NOMINALLY 4' LONG x 4" WIDE x 4.88 HIGH. SINGLE LAMP CROSS-SECTION, WITH STAGGERED TO REDUCE SOCKET SHADOWING. SINGLE PIECE EXTRUDED ALUMINUM HOUSING WITH DIE-CAST ALUMINUM ENDCAPS. SINGLE, CONTINUOUS, OPAL ACRYLIC LENS. LENS SNAPS INTO PLACE. INTEGRAL ELECTRONIC BALLAST. TRIM FINISH AS SELECTED BY ARCHITECT. U.L. LISTED FOR DAMP LOCATIONS. FOCAL POINT SEEM 4 SERIES - -A-LIGHT ACCOLADE SERIES; PRUDENTIAL LIGHTING P43 SERIES 1 F54T5H0 63 5 4 F14 SURFACE MOUNTED FLUORESCENT VANITY FIXTURE. 24.12" LONG X 4.5" WIDE X 3.73" PROJECTION FROM WALL. FORM WITH CLOSED CHROME END CAPS. DIE -STAMPED STEEL STRUCTURE WITH PLATED FINISH. HAND BLOWN WHITE TRIPLEX GLASS DIFFUSER. UL LISTED. EUREKA: MOONSET CLASSIC SERIES NO SUBSTITUTES 1 F24T5H0 30 F15 RECESSED FLUORESCENT WALL WASH SOFFIT FIXTURE. HOUSING: NOMINALLY 6" WIDE X 2" HIGH X 4' LONG. CONSTRUCTED OF HEAVY GAUGE ALUMINUM HOUSING AND SAWTOOTH DEFLECTOR. SPECULAR HAMMER -TONE REFLECTOR. HIGH-REFELCTIVITY WHITE PRE -PAINTED ALUMINUM FINISH. SURFACE MOUNTED IN WALL WASH SOFFIT APPLICATION. BIRCHWOOD ASHLEY SERIES 1 F54T5H0 63 F16 SURFACEANALL MOUNTED LINEAR FLUORESCENT UPLIGHT FOR 1 LAMP IN CROSS SECTION. NOMINALLY 2-3/4" WIDE X 2" HIGH X 8'-0" LONG. ASYMMETRIC INDIRECT DISTRIBUTION. CLEAR RIGID DUST COVER. EXTRUDED ALUMINUM HOUSING. POWDER COAT PAINT FINISH. INTEGRAL ELECTRONIC DIMMING BALLAST. ALIGHT ARRIS 4 AXIS LIGHTING BEAM 3 SERIES, 1 F54T5H0 63 F17 SURFACE MOUNTED LENSED FLUORESCENT FIXTURE NOMINAL 4-5/8" WIDE X 4-9/16" HIGH X 4'-0" LONG. HEAVY DUTY CODE GRADE STEEL. BAKED WHITE POLYESTER HIGH GLOSS FINISH. MATTE WHITE OPAL ACRYLIC DIFFUSSER. LITHONIA LIGHTING WC SERIES PRUDENTIAL P-1220 SERIES 1 F32T814' 3214' F17A SAME AS F17 EXCEPT NOMINALLY 2'-0" LONG AND VERTICALLY MOUNTED. LITHONIA LIGHTING WC SERIES PRUDENTIAL P-1220 SERIES 1 F17T812' 19 F18 RECESSED LINEAR FLUORESCENT WALLWASH FIXTURE, NOMINAL 3" WIDE X MAXIMUM 4" HIGH X 4'-0" LONG, WITH MAXIMUM 2-1/4" WIDE APERTURE, IN LENGTHS AS SHOWN ON DRAWINGS. HOUSING CONSTRUCTED OF PAINTED STEEL WITH FIVE -STAGE IRON -PHOSPHATE PRETREATMENT FOR RUST RESISTANCE. REFLECTOR OF EXTRUDED ALUMINUM, TWO COMPONENT, SPECULAR ASYMMETRIC VACUUM METALIZED REFLECTOR SYSTEM. PERFORATED BLACK METAL DIFFUSERS. ELECTRONIC DIMMING BALLAST WHICH RESPONDS TO PHOTOCELL CONTROL. PEERLESS LIGHTLINE LWAR9 SERIES PINNACLE EW SERIES; WINONA R2 WINDIRECT SERIES 1 ONE F54T5H0 63 FIXTURE IS ONLY AVAILABLE IN 2' AND 4' VERSIONS. IN T -BAR CEILING FIXTURES ARE MOUNTED TRIM TO TRIM. IS NOT AVAILABLE WITH THROUGH WIRING. SPECIFY T -BAR OR DRYWALL INSTALLATION AND PREFERRED LAMP. F19 RECESSED LINEAR FLUORESCENT FIXTURE WITH SYMMETRIC DISTRIBUTION. NOMINAL 3-9/16" WIDE X 3-3/4" HIGH X 4'-0" LONG. PRE -FINISHED STEEL HOUSING. LOW GLOSS BAKED ENAMEL PAINT FINISH. LOW IRIDESCENT LOUVER. WHITE REFLECTOR SYSTEM. INTEGRAL ELECTRONIC DIMMING BALLAST WHICH RESPONDS TO PHOTOCELL CONTROL. PINNACLE EDGE 4P SERIES LINEAR LIGHTING RC45 SERIES 1 F32T8 32 F19A SAME AS F19 EXCEPT NOMINALLY 2'-0" LONG. PEERLESS LIGHTLINE LSR9QS SERIES 1 F17T812' 19 LO1 ROUND LED FULL CUTOFF LAMP POST. NOMINAL 24" DIAMETER X 19' FIXTURE HEAD HEIGHT, 14' POLE HEIGHT. HOUSING CONSTRUCTED OF DURABLE CORROSION RESISTANT CAST ALUMINUM WITH A SPUN ALUMINUM TOP CAP WHICH CAN BE EASILY REMOVABLE FOR SERVICE. HIGH PERFORMANCE ACRYLIC OPTICS WITH TYPE V DISTRIBUTION. FULLY GASKETED USING A ONE PIECE MOLDED HIGH TEMPERATURE SILICONE GASKET. IP65 AND UL LISTED FOR WET LOCATION. INTEGRAL ELECTRONIC 0-10V DIMMING DRIVER. VISIONAIRE: PREMIER II ODN-2-L-42L-T5-350MA-4000 SERIES 1 INTEGRAL 4000K LED, TYPE 5 DISTRIBUTION 45 L02 ROUND LED BOLLARD. NOMINAL 6-112" DIAMETER X 39-3/8" OVERALL HEIGHT. ONE PIECE DIE-CAST EXTRUDED ALUMINUM HOUSING (TOP). CLEAR MOLDED TEMPERED GLASS LENS SECURED TO LAMP ENCLOSURE WITH A ONE PIECE DIE-CAST TRIM RING. FULLY GASKETED USING A ONE PIECE MOLDED HIGH TEMPERATURE SILICONE GASKET. REFLECTOR MADE FROM PRE ANODIZED ALUMINUM. POST CONSTRUCTED EXTRUDED ALUMINUM MECHANICALLY FASTENED TO A CYLINDRICAL EXTRUDED LAMP HOUSING (TOP). IP65 AND UL LISTED FOR WET LOCATION. INTEGRAL ELECTRONIC 0-10V DIMMING DRIVER. BEGA 8452 LED SERIES L15 I 1 INTEGRAL 4000K LED, NOMINAL 434 LUMEN OUTPUT 20 1 INTEGRAL 3000K LED, 1000 LUMEN, 40 DEGREE BEAM SPREAD L03 STAKE MOUNTED LED FLOODLIGHT. NOMINAL 8" HEIGHT X 3" DIAMETER. HOUSING FULLY MACHINED SOLID BILLET. INTEGRAL HEAT SINK AND 0 -RING GASKET. CAP TO SUPPORT TWO LENS OR LOUVER MEDIA. TEMPERED GLASS LENS. INTERCHANGABLE OPTICS. WIDE FLOOD DISTRIBUTION WITH HONEY COMB BAFFLE AND 45 DEGREE CAP STYLE. UL LISTED FOR WET LOCATION. PROVIDE WITH ELECTRONIC REMOTE DRIVER IN ACCESSIBLE LOCATION. BK DENALI FLOODLIGHT SERIES X1 1 INTEGRAL 3000K LED, 60 DEGREE BEAM SPREAD, NOMINAL 603 LUMEN OUTPUT 15 1 LED - GREEN - SUPPLIED WITH FIXTURE L04 TREE MOUNTED LED FLOODLIGHT. NOMINAL 8" HEIGHT X 3" DIAMETER. HOUSING FULLY MACHINED SOLID BILLET. INTEGRAL HEAT SINK AND 0 -RING GASKET. CAP TO SUPPORT TWO LENS OR LOUVER MEDIA. TEMPERED GLASS LENS. INTERCHANGABLE OPTICS. WIDE FLOOD DISTRIBUTION WITH HONEY COMB BAFFLE AND 45 DEGREE CAP STYLE. UL LISTED FOR WET LOCATION. PROVIDE WITH ELECTRONIC REMOTE DRIVER IN ACCESSIBLE LOCATION. BK DENALI FLOODLIGHT SERIES X2 1 INTEGRAL 3000K LED, 60 DEGREE BEAM SPREAD, NOMINAL 603 LUMEN OUTPUT 15 1 LED - GREEN - SUPPLIED WITH FIXTURE L05 RECESSED IN -GROUND LED LINEAR ASYMMETRIC FIXTURE. NOMINALLY 2' LONG X 2-8" WIDE AND 7" RECESS DEPTH. ENCLOSURE CONSTRUCTED OF EXTRUDED ALUMINUM. INNER HOUSING CONSTRUCTED OF EXTRUDED ALUMINUM. EXTRUDED ALUMINUM LENS FRAME WITH TEMPERED MATTE SAFTEY GLASS LENS BONDED FLUSH TO FACEPLATE. SLIP RESISTANT FINISH. HIGH TEMPERTURE SILICONE GASKETING. IP67 AND UL LISTED FOR WET LOCATIONS. INTEGRAL ELECTRONIC POWER SUPPLY. DESIGNPLAN CL4-A SERIES 1 INTEGRAL 3W LEDs, 3000K, NOMINAL 1200 LUMEN OUTPUT 36 COORDINATE LOCATION WITH RADIANT FLOOR. LO5A SIMILAR TO 105 EXCEPT 4' LONG 72 106 RECESSED IN -GROUND LED ROUND FIXTURE. NOMINAL 1.02" DIAMETER AND 1.61 " RECESS DEPTH. CONSTRUCTED OF SATIN FINISH CHROMED BRASS BODY WITH SOLID ALUMINUM HEAT SINK. SILICONE GASKET SEAL. DOMED GLASS LENS AND 45 DEGREE BEAM ANGLE. REMOTE DIMMING LED DRIVER. IP68 AND U.L. LISTED FOR WET LOCATION. STANDARD MANUFACTURER'S FINISH AS SELECTED BY ARCHITECT. VISUAL LIGHTING: LUX 12-45 SERIES OR APPROVED EQUAL 1 INTEGRAL 3200K LED 1 COORDINATE LOCATION WITH RADIANT FLOOR. L07 WALL RECESSED STEPLIGHT, NOMINALLY 12" LONG x 5-112" WIDE AND 2-1/8"RECESS DEPTH. CONSTRUCTED OF DIE-CAST SOLID ALUMINUM. LARGE DISTRIBUTION. INTEGRAL ELECTRONIC DRIVER. UL LISTED FOR WET LOCATION. STANDARD MANUFACTURER'S FINISH AS SELECTED BY ARCHITECT. WINONA STEP 13 SERIES 1 INTEGRAL 3000K LED, NOMINAL 310 LUMEN OUTPUT 8 L08 NOT USED 3 109 SMALL SIZED WHITE DECROTIVE PENDANT. NOMINAL 19.7" DIAMETER. CONSTRUCTED OF FIBREGLASS SOAKED IN APDXY RESIN, CHROMED STEEL PENDANT. INTEGRAL LUTRON DIMMING DRIVER. VERIFY MOUNTING HEIGHTS AND EXACT LOCATIONS WITH ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. M000I: RANDOM LIGHT SMALL SERIES NO SUBSTITUTES 1 INTEGRAL 2600K LED, NOMINAL 300 LUMEN OUTPUT 10 LO9A SIMILAR TO L09, EXCEPT MEDIUM SIZE, NOMINAL 31.5" DIAMETER. M0001: RANDOM LIGHT MEDIUM SERIES 1 INTEGRAL 2600K LED, NOMINAL 390 LUMEN OUTPUT 11 LO9B SIMILAR TO L09, EXCEPT LARGE SIZE, NOMINAL 41.3" DIAMETER. M0001: RANDOM LIGHT LARGE SERIES 1 INTEGRAL 2600K LED, NOMINAL 390 LUMEN OUTPUT 11 L10 RECESSED 6" ROUND APERTURE DOWNLIGHT. NOMINALLY 7-1/4" OUTER DIAMETER X 7-114" RECESS DEPTH. COLD ROLLED STEEL HOUSING. HIGH BRIGHTNESS ROYAL BLUE LEDS WITH REMOTE PHOSPHOR LENS. LED BOARD BACKED BY ALUMINUM HEAT SINK. SELF -FLANGED, CLEAR, SEMI -SPECULAR ALZAK LOWER CONE REFLECTOR PROVIDES NOINALLY 50 DEGREE CUTOFF TO IMAGE OF LENS. WIDE BEAM DISTRIBUTION. INTEGRAL LED. 0-10V DIMMING DRIVER WHERE REQUIRED IF IN DAYLIGHT ZONES. LIGHTOLIER C6L1520DL SERIES OMEGA OM6LED SERIES; PORTFOLIO LD6 SERIES, USAI 3021 SERIES 1 INTEGRAL 3500K LED, 1500 LUMEN, WIDE BEAM SPREAD, 80 CRI 27 LI1 CASEWORK INTEGRATED LIGHT. KCLS STANDARD PROVIDED BY OWNER L12 RECTANGULAR APERTURE LENSED LED WALL WASHER. NOMINAL 4-112" WIDE X 8-1/2" LONG APERTURE AND 9-15/16" RECESS DEPTH. HOUSING CONSTRUCTED OF COLD ROLLED STEEL HOUSING. CLEAR ALZAK KICKER REFLECTOR WITH FROSTED FINE MICROPRISM SPREAD LENS. NOMINALLY 1717 LUMEN DELIVERED FIXTURE LIGHT OUTPUT WITH WIDE LATERAL SPREAD DISTRIBUTION. INTEGRAL ELECTRONIC DIMMING LED DRIVER WHICH RESPONDS TO PHOTOCELL CONTROL. STANDARD MANUFACTURER'S TRIM FINISH AS SELECTED BY ARCHITECT. KURT VERSEN D4516 SERIES 1 INTEGRAL 3500K LED, 1717 DELIVERED LUMENS 48 L13 RECESSED 6" SQUARE APERTURE WALL WASHER. NOMINAL 7-1/4" OUTER DIAMETER X 6-1/4" RECESS DEPTH. COLD ROLLED STEEL HOUSING. HIGH BRIGHTNESS ROYAL BLUE LEDS WITH REMOTE PHOSPHOR LENS TO PRODUCE 3500K CCT WHITE LIGHT AND A MINIMUM CRI OF 80. LED BOARD BACKED BY ALUMINUM HEAT SINK. NOMINALLY 1500 LUMEN INITIAL FIXTURE LIGHT OUTPUT. SELF -FLANGED, CLEAR, SEMI -SPECULAR ALZAK LOWER REFLECTOR PROVIDES NOINALLY 50 DEGREE CUTOFF TO IMAGE OF LENS. WIDE BEAM DISTRIBUTION. INTEGRAL ELECTRONIC 0-10V LED DIMMING DRIVER. LIGHTOLIER C6X6L1520WW 1 INTEGRAL 3500K LED, 1500 LUMEN 27 L14 LOW VOLTAGE SMALL APERTURE RECESSED DOWNLIGHT INTEGRAL TO HANDRAIL, NOMINAL 1" DIAMETER X 1.25" RECESS DEPTH. DISTRIBUTION T.B.D. ACRYLIC LENS. INTEGRAL ELECTRONIC LED DRIVER FOR EACH MODULE. WAGNER ARCHITECTURAL SYSTEMS: LUMENRAIL KLIK LEDPOD 1 INTEGRAL 3000K LED, NOMINAL 145 LUMEN OUTPUT, BEAM SPREAD T.B.D. 2 L15 I RECESSED PINHOLE LED DOWNLIGHT. NOMINALLY 1.75" ROUND APERTURE X 5.75" RECESSING DEPTH. CONSTRUCTED OF STEEL AND ALUMINUM. DIE CAST APERTUREIBAFFLE WITH DEEPLY REGRESSED LIGHT SOURCE FOR MINIMAL APERTURE GLARE. 30 DEGREE CUT OFF ANGLE. LUTRON 3 WIRE HI-LUME ELECTRONIC DIMMING DRIVER. PROVIDE WITH SPREAD LENS. UL LISTED. MANUFACTURER'S STANDARD FINISH AS SELECTED BY ARCHITECT. LUCIFER LIGHTING: DL1ZP SERIES EDISON PRICE: TWO LS -AA -L10 SERIES; ACULUX: TC210LAR SERIES 1 INTEGRAL 3000K LED, 1000 LUMEN, 40 DEGREE BEAM SPREAD 14 X1 SINGLE FACE GREEN LED EXIT SIGN. DIECAST ALUMINUM HOUSING, UNIVERSAL ARROWS AND UNIVERSAL MOUNT. CAST ALUMINUM FACEPLATE WITH STENCIL FACE, MANUFACTURERS STANDARD FINISH AS SELECTED BY ARCHITECT. ASSEMBLY SHALL BE HELD IN PLACE WITHIN THE DIECAST FIXTURE FRAME USING REINFORCED PLASTIC OR METALLIC CLIPS. SHALL MEET UL STANDARD 924. SURELITES CX SERIES; LITHONIA SIGNATURE SERIES; DUAL -LITE SEMPRA SERIES; EMERGI-LITE PRESTIGE SERIES; CHLORIDE CXL SERIES; ISOLITE LPDC SERIES 1 LED - GREEN - SUPPLIED WITH FIXTURE 3 VERIFY LETTER COLOR REQUIRED IN JURISDICTION OF PROJECT. INTEGRAL BATTERY PACK FOR EMERGENCY OPERATION. X2 DUAL FACE GREEN LED EXIT SIGN. DIECAST ALUMINUM HOUSING, UNIVERSAL ARROWS AND UNIVERSAL MOUNT. CAST ALUMINUM FACEPLATE WITH STENCIL FACE, MANUFACTURER'S STANDARD FINISH AS SELECTED BY ARCHITECT. ASSEMBLY SHALL BE HELD IN PLACE WITHIN THE DIECAST FIXTURE FRAME USING REINFORCED PLASTIC OR METALLIC CLIPS. SHALL MEET UL STANDARD 924. SURELITES CX SERIES; LITHONIA SIGNATURE SERIES; DUAL -LITE SEMPRA SERIES; EMERGI-LITE PRESTIGE SERIES; CHLORIDE CXL SERIES; ISOLITE LPDC SERIES 1 LED - GREEN - SUPPLIED WITH FIXTURE 3 VERIFY LETTER COLOR REQUIRED IN JURISDICTION OF PROJECT. INTEGRAL BATTERY PACK FOR EMERGENCY OPERATION 2 bk" 1 RECEIVED CITY OF TUKWILA OCT 1 4'2014 PERMIT CENTER D PERKI N 5 +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System _ Lighting Design and Consulting RC— C B A SPARLING WORK TOGETHER I STAND APART 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.coni CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn Checked Approved Title LIGHT FIXTURE SCHEDULE Sheet E06-01 & RS\ULJ KW HUNLQ D C METER PER SCL REQUIREMENTS LCP1 LIGHTING CONTROL PANEL VERIFY BREAKER SIZE REQUIRED FOR TVSS WITH MANUFACTURER PANEL L1 120/208V 3 PH, 4W 50 AMPS PANEL M1 120/208V 3 PH, 4W PANEL PANEL N1 N2 120/208V 120/208V 3 PH, 4W 3 PH, 4W 600/3 DISTRIBUTION PANEL 'MDB' 208/120 VOLTS, 3 PHASE, 4 WMRE 600 AMP SERVICE ENTRANCE RATED, 42KAIC SPACE SPACE 100/3 100/3 MAIN ELECTRICAL MEZZANINE METER CONTROL WIRES AND RACEWAY PER SCL STANDARDS C.T. ENCLOSURE PER SCL STANDARDS PROVIDE GROUNDING TO 2 STRUCTURAL STEEL, COLD WATER PIPING AND GROUND RODS CHASE FOR FLOOR BOX POWER AND DATA MAIN LEVEL B UTILITY PAD MOUNTED TRANSFORMER A PROVIDE VAULT WITH LID PER SCL STANDARDS POWER ONE -LINE DIAGRAM FLAG NOTES: PROVIDE SERVICE ENTRANCE RATED EQUIPMENT. PROVIDE CODE SERVICE GROUND. PROVIDE CODE BONDING OF BUILDING GAS AND WATER PIPING TO THE SERVICE GROUND. PROVIDE BONDING TO STRUCTURAL STEEL PROVIDE (2) 2" CONDUITS FROM PANEL TO LIGHTING CONTROL PANEL FOR CONTROLS al et RECEIVED 4f4) CITY OFTUKWILAfk" JUN 2 1 2013 PERMIT CENTER PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library D 14346 Tukwila International Boulevard Tukwila, WA 98168 C B King County Library System ELA Lighting Design and Consulting SPAKLING WORK TOGETHER I STAND APART' 4100 194th Street SW, Suit 400 Lynnwood, Washington 980364613 206-667-0555 800-667-0610 zvww.sparlirg.com PERMIT SUBMITTAL 6/17/2013 Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn JAB Checked JDV Approved JDV Title POWER ONE -LINE DIAGRAM Sheet O7OO Copyright © 2012 Perkins+Will o LLI 00 CO r D c B A 5 I 4 3 2 L1-14 o (R18) L1-14 '. o (R18) L1-14 4) o (R18) (R13) (R18)o ®v L1 -6 (R12) 5 J 4 LIGHTING FLOOR PLAN - LEVEL 1 LOW CEILING SCALE: AS INDICATED 0 4 8 16 24 1 inch plotted If measurement is other than 1 inch then the plot is reduced. 3 Feet a> 2 GENERAL NOTES: 1. EACH AREA TO HAVE SEPARATE ZONE OF CONTROL. 2. ALL MILLWORK INTEGRATED AND TASK LIGHTING TO BE CONTROLLED SEPARATE FROM GENERAL LIGHTING. 3. PROVIDE PHOTOCELLS FOR PRIMARY AND SECONDARY DAYLIGHT ZONES IN ALL DAYLIGHT AREAS. FLAG NOTES: F13A RECESSED VERTICALLY IN WALL, PROVIDE CORNER PIECE TO RUN CONTINUOUS WITH F13B FROM WALL TO CEILING. IN—GROUND LED MARKER LIGHT FOR SPARKLE. STACK MOUNTED LED LINEAR UGHTS KCLS STANDARD. LIGHTING INTEGRAL TO CASEWORK AND T.B.D. PROVIDE FIXTURE WITH INTEGRAL BATTERY BACK UP BALLAST AND TEST SWITCH. PROVIDE UNSWITCHED LEG TO BATTERY. FLOOR BOX FOR POWER CONNECTION TO STACK LIGHTING SYSTEM. PROVIDE FLEXIBLE CONNECTIONS FROM FLOOR BOX TO STACK LIGHTING. COORDINATE WITH STACK LIGHTING AND STACK SYSTEM. SEE SHEET E02-01 FLAG NOTE 2. PROVIDE WALL MOUNTED CONNECTION TO STACK LIGHTING SYSTEM. PROVIDE FOUR ZONE DIMMING SWITCH STATION FOR ZONES a, b, c, d. PROVIDE EIGHT ZONE OVERRIDE SWITCH CONTROL STATION FOR ZONES: 1) ALL INTERIOR 'ON'/'OFF' (RELAYS R1 THOUGH R18) 2) BOOK STACKS MAIN AREA (RELAYS R12, R13) 3) COMMUNITY MOSAIC WALL WASHER (RELAY R11) 4) CHILDREN'S AREA BOOK STACKS (R14) 5) CHILDREN'S AREA HIGH CEILING (R3) 6) EAST AREA (R6) 7) SOUTH AREA (R1,R2) 8) GENERAL AREA (R4,R5) VERIFY SWITCHING ZONES AND LABELING WITH KCLS PRIOR TO PROGRAMMING. PROVIDE OVERRIDE CONTROL STATION FOR STAFF HIGH CEILING DOWN LIGHT (R9) PROVIDE MANUAL 'ON' ONLY SWITCH. PROVIDE WALL MOUNTED EMERGENCY EGRESS DOUBLE HEAD LIGHT WITH REMOTE BATTERY. COORDINATE BATTERY LOCATION WITH ARCHITECT AND REFLECTED CEILING PLAN. FIXTURE TO BE WET LABELED. SURE—LITES PATHLINX LED 'LEM' SERIES OR APPROVED EQUAL. CITY OF TUJ WILA OCT 1 4 2014 PERMIT CENTER D PERKI N 5 +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System _ Lighting Design and Consulting c B A SPAKLING WORK TOGETHER 1 STAND APART 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.com CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn Checked Approved Title LIGHTING FLOOR PLAN - LEVEL 01 Sheet E03-01 & RS\ULJ KW HUN L Q c:ltemp1161028 Tukwila_herzerh.rvt 5 4 STRUCTURAL CONCRETE SLAB IF FIREPROOFING IS REQUIRED FOR FLOOR ASSEMBLY RATING, REMOVE & PATCH FIREPROOFING AS REQUIRED TO INSTALL HANGERS 2"x4"x2"WITH x12 GA. STEEL STRAP - ANCHOR TO DECK WITH/ 5/16" DIA x 1- 3/4" EXPANSION ANCHOR BRACING WIRE - TIE TO STRAP WITH/ 4 TIGHT TURNS WITHIN 1-1/2" �jWIRE HANGER @ CONC DECK PARTITION TYPE AS SCHEDULED FASTEN ANGLE TRIM TO WAI I WITH CLIP ANGLE ATTACH CLIP ANGLE TO ANGLE TRIM WITH #10 X 1-1/2" SHEET METAL SCREWS o Li X w 3/4" CONTINUOUS PERIMETER MOLDING ABOVE CEILING 13 GA x 3/4" WITH STEEL CEILING CLIP - ANCHOR TO DECK W/ PDF HANGER WIRE - TIE TO CLIP WITH/ 3 TIGHT TURNS WITHIN 1-1/2" MAIN RUNNER OR CROSS TEE CEILING TILE OR PANEL; SEE RCP FOR CEILING TYPE ACT - ATTACHED END PERIMETER 1 3". 1'-0" 5 I 4 3 B. SECTION DETAIL A. PLAN DETAIL COMPRESSION STRUT 16 GA ONE-PIECE FLANGE -ANCHOR TO DECK WITH/ 3/16" DIA SELF - DRILLING, SELF -TAPPING SCREWS; MIN 1-3/4" EMBEDMENT COMPRESSION STRUT- EMT CONDUIT FIXED TO FLANGE WITH/ 114" BOLT & NUT 16 GA ONE-PIECE FLANGE - ANCHOR TO DECK WITH/ (3) #8 SELF -DRILLING, SELF -TAPPING SCREWS COMPRESSION STRUT- EMT CONDUIT FIXED TO FLANGE WITH/ 1/4" BOLT & NUT NOT TO SCALE COMPRESSION STRUT: EMT CONDUIT FIXED TO STEEL PLATE WITH 1/4" BOLT & LOCK WASHER HANGER WIRE WITH 3 TIGHT TURNS WITHIN 1-1/2" , MIN. BRACING WIRES, TIE TO RUNNERS WITH 4 TIGHT TURNS WITHIN 1-1/2", MIN. 1/2" x 4" x 12 GA. STEEL PLATE: ANCHOR TO RUNNER WITH 1/4" BOLT ALTERNATE ATTACHMENT TO RUNNER IN LIEU OF WIRING THRU HOLES: ATTACH WITH (2) #12 SELF- DRILUNG SELF -TAPPING SCREWS SUSPENDED CEIUNG SYSTEM COMPRESSION STRUT AT RUNNER 3" =1'-0" 3 NOTE: PROVIDE 6" MIN CLEAR BETWEEN WIRES & UN -BRACED DUCTS, PIPES, CONDUITS, ETC 2 HANGER WIRE, PER DETAIL 21A-610 BRACING WIRES AT 90 DEGREES, PER DETAIL 2/A-610 COMPRESSION STRUT, SEE DETAIL 121A-610 MAIN RUNNER 8 LATERAL FORCE DIAGRAM CROSS RUNNER 3" =1'-0" 7 PARTITION TYPE AS SCHEDULED CONTINUOUS PERIMETER MOLDING ABOVE CEILING TYP. HANGER VVI RE METAL STRUT OR ANGLE SPACER BAR WITH/ 6d RINGSHANK NAIL CEILING ACT - FREE END PERIMETER MAIN RUNNER OR CROSS TEE TILE OR PANEL; SEE RCP FOR CEILING TYPE 3"=1'-0" I 2 bk3 TYP. 1 TYP. SUSPENDED CEILING DETAIL KEY TYP. TYP. TYP. 3" =1'-0" 12' - 0" MAX BETWEEN BRACING J -J 1 0 0 0 U CROSS CHANNELS @ 2'-0" O.C. CROSS CHANNELS @ 2'-0" O.C., WHERE OCCURS MAIN RUNNERS @ 4'-0" 8" MAX O.C. ft UNATTACHED SIDE Co 1 I F g ATTACHED SIDE TYP. 2 w w A10-55 LIGHT FIXTURE, WHERE OCCURS ATTACHED SIDE 12 GA HANGER WIRES @ 4'-0" & 8" FROM UNFIXED PERIMETER (SEE NOTES) INDICATES DIAGONAL BRACING WIRES & COMPRESSION STRUT @ 12'- 0" x 12'-0" CENTERS @ 6'-0" MAX FROM PERIMETER (SEE NOTES) 12' - 0" MAX BETWEEN bKAUINIi / / BRACING 6'-0" MAX FROM WALL / / BRACING 6'-0" MAX FROM WALL TYP SUSPENDED TILE CEILING \ 1, 1/4" =1'-0" 1 D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.cam Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTER1 ARCHITECT w KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE r DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title CEILING DETAILS Sheet Al 0-55 Copyright 02012 Perkins+Will U �/ SUSPENDED CEILING DETAIL KEY TYP. TYP. TYP. 3" =1'-0" 12' - 0" MAX BETWEEN BRACING J -J 1 0 0 0 U CROSS CHANNELS @ 2'-0" O.C. CROSS CHANNELS @ 2'-0" O.C., WHERE OCCURS MAIN RUNNERS @ 4'-0" 8" MAX O.C. ft UNATTACHED SIDE Co 1 I F g ATTACHED SIDE TYP. 2 w w A10-55 LIGHT FIXTURE, WHERE OCCURS ATTACHED SIDE 12 GA HANGER WIRES @ 4'-0" & 8" FROM UNFIXED PERIMETER (SEE NOTES) INDICATES DIAGONAL BRACING WIRES & COMPRESSION STRUT @ 12'- 0" x 12'-0" CENTERS @ 6'-0" MAX FROM PERIMETER (SEE NOTES) 12' - 0" MAX BETWEEN bKAUINIi / / BRACING 6'-0" MAX FROM WALL / / BRACING 6'-0" MAX FROM WALL TYP SUSPENDED TILE CEILING \ 1, 1/4" =1'-0" 1 D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.cam Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTER1 ARCHITECT w KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE r DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title CEILING DETAILS Sheet Al 0-55 Copyright 02012 Perkins+Will 5 I 4 5 2X ROOTBALL II I COMPACTED SUBGRADE 1111 LOOP EACH TIE AROUND TREE AT HALF HEIGHT, PROVIDE 1" SLACK FOR TRUNK GROWTH 'CHAINLOCK' OR EQUAL TREE TIE MATERIAL (1" WIDTH), NAIL OR STAPLE TIE TO STAKE TO HOLD STAKE VERTICAL 2"DIAx8' WOOD STAKE, KEEP CLEAR OF ROOTBALL SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE AND REMOVE BURLAP AND STRAPS FROM TOP HALF OF ROOTBALL MULCH FINISH GRADE PLANTING SOIL ROUGHEN SIDES OF PLANTING HOLE DECIDUOUS TREE PLANTING SCALE: NTS NOTES 1. BARK MULCH SHALL NOT COME IN CONTACT WITH SHRUB BRANCHES & STEMS. ALLOW 2" CLEARANCE. 2. SCARIFY EDGES OF ALL PLANTING PITS TO ENCOURAGE WATER PERCOLATION AND ROOT PENETRATION. 3. PLANT SHRUBS AT 1" ABOVE LEVEL GROWN IN NURSERY. PLANT GROUNDCOVERS AT LEVEL GROWN AT NURSERY. 1 1= 1 1-111111th 1I l 11 1l l l` 1III 1 I 1T11 11 1 -1111 I1 1 1III-III III-111-111 III iI EDGE OF GROUNDCOVER AREA/PAVEMENT EDGE DISTANCE FROM EDGE IS 1/2 THE SPECIFIED O.C. SPACING TRIANGULAR—SPACING, AT SPECIFIED O.C. DISTANCE, EQUIDISTANT, SEE PLANTING PLAN PLANT CENTER MULCH ROOTBALL PLANTING SOIL COMPACTED SUBGRADE SHRUB/GROUNDCOVER PLANTING & SPACING SCALE: NTS Alfw -.4111"PAPik AWAirMIL -A110,0140F"h- �O���O' �O��w�A�:�:�w�• $rema `moi 111=1 I-Ill=1 I -III- -1 III-III-III-III-IIIn I-II 2X ROOTBALL ILII I I1� III CONIFEROUS TREE PLANTING SCALE: NTS ce-7' 1'' tib w�a��• - w. -111-111 V 2X ROOTBALL 1-111— 11 3 (1) 2"DIAx8' WOOD STAKE DRIVEN TO REFUSAL. SECURE TO TREE WITH PLASTIC TREE TIE SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE AND REMOVE BURLAP AND STRAPS FROM TOP HALF OF ROOTBALL MULCH FINISH GRADE ROUGHEN SIDES OF PLANTING HOLE PLANTING SOIL COMPACTED SUBGRADE SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE AND REMOVE BURLAP AND STRAPS FROM TOP HALF OF ROOTBALL MULCH FINISH GRADE PLANTING SOIL COMPACTED SUBGRADE SMALL/MULTISTEM TREE PLANTING SCALE: NTS 2 LANT LIST BOTANICAL NAME DECIDUOUS TREES FRAXINUS AMERICANA 'EMPIRE' QUERCUS RUBRA CORNUS 'EDDIE'S WHITE WONDER' LARGE SHRUBS ACER CIRCINATUM AMALANCHIER GRANDIFLORA 'AUTUMN BRILLIANCE' CORYLUS CORNUTA CALIFORNICA SMALL SHRUBS & GRASSES (TO BE LOCATED) BLECHNUM SPICANT CORNUS SERICEA 'ISANTI' CORNUS STOLONIFERA 'KELSEYI' DESCHAMPSIA CESPITOSA IRIS SIBIRICA IRIS TENAX POLYSTICHUM MUNITUM RHODODENDRON 'DORA AMATEIS' RHODODENDRON 'YAKU PRINCESS' RIBES SANGUINEUM 'KING EDWARD VII' VACCINIUM 'NORTHSKY' VACCINIUM OVATUM VIBURNUM DAVIDII GROUNDCOVER MIXES MIX #1 (PLANT IN GROUPS OF 3 OR 5) 40% POLYSTICHUM MUNITUM 40% GAULTHERIA SHALLON 20% FRAGARIA CHILOENSIS MIX #2 (PLANT IN GROUPS OF 3 OR 5) 40% CAREX OBNUPTA 30% IRIS SIBIRICA 30% IRIS TENAX MIX #3 50% BLECHNUM SPICANT 50% CORNUS CANADENSIS MIX #4 EPIMEDIUM PERRALCHICUM 'FROHNLEITEN' COMMON NAME EMPIRE ASH RED OAK 'EDDIE'S WHITE WONDER' DOGWOOD VINE MAPLE 'AUTUMN BRILLIANCE' SERVICEBERRY WESTERN HAZELNUT DEER FERN 'ISANTI' DOGWOOD 'KELSEYI' REDTWIG DOGWOOD TUFTED HAIRGRASS SIBERIAN IRIS OREGON IRIS SWORD FERN 'DORA AMATEIS' RHODODENDRON 'YAKU PRINCESS' RHODODENDRON RED FLOWERING CURRANT 'NORTHSKY' BLUEBERRY EVERGREEN HUCKLEBERRY DAVID'S VIBURNUM 40% SWORD FERN 40% SALAL 20% BEACH STRAWBERRY 40% SLOUGH SEDGE 30% SIBERIAN IRIS 30% OREGON IRIS 50% DEER FERN 50% BUNCHBERRY 'FROHNLEITEN' BISHOPS HAT ACCENT PLANTS (TO BE PLACED BY LANDSCAPE ARCHITECT IN THE FIELD) AQUILEGIA FORMOSA ECHINACEA PURPUREA HEMEROCALLIS 'STELLA D'ORO' PENSTEMON X GLOXINODIES 'GARNET' TRILLIUM OVATUM NARCISSIUS 'HIGH SOCIETY' WESTERN COLUMBINE PURPLE CONEFLOWER 'STELLA D'ORO' DAYLILY 'GARNET' PENSTEMON TRILLIUM 'HIGH SOCIETY' DAFFODIL SIZE 1 CONDITION SPACING 5" CAL. B&B 1 1/2" CAL., B&B, MULTI. 8'-10' HT. MIN. 8'-10' HT. MIN. 8'-10' HT. MIN. 6' HT. MIN. 1 GAL. 5 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. BULB B&B, MULTI. B&B, MULTI. CONT., MULTI. CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER PER PLAN PER PLAN PER PER PER PLAN PLAN PLAN 18" 0.C. 30" O.C. 24" O.C. 24" O.C. 18" O.C. 18" O.C. 24" O.C. 24" O.C. 36" O.C. CONTAINER 48" O.C. CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER 30" O.C. 30" O.C. 30" O.C. 18" O.C. 18" O.C. 12" O.C. 18" O.C. 18" O.C. 18" O.C. CONTAINER 18" O.C. CONTAINER 18" O.C. CONTAINER 18" O.C. CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER 3 BULBS/ SYMBOL PER L.A. PER L.A. PER L.A. PER L.A. PER L.A. PER L.A. PLANTING NOTES: 1. SEE SHEET L03-02 FOR PLANT LIST 2. ALL PLANTING AREAS TO BE IRRIGATED WITH FULLY AUTOMATIC, IN—GROUND IRRIGATION SYSTEM. SEE SHEET L02-01 FOR IRRIGATION ZONE PLAN. 3. ALL PLANTING AREAS, EXCEPT AT GREEN ROOF, SHALL HAVE MIN. 4" DEPTH OF TOP SOIL AS PART OF SOIL PREPARATION PRIOR TO PLANTING. 4. SEE SPECIFICATION SECTION 329300 FOR GREEN ROOF INFORMATION. 5. ALL PLANTING AREAS, EXCEPT WHERE LAWN OCCURS, SHALL HAVE MIN. 2" DEPTH OF BARK MULCH. 6. ALL AREAS WITHIN LIMIT OF DISTURBANCE SHALL BE RESTORED. 7. PROVIDE GROUNDCOVERS IN ALL SHRUB PLANTING AREAS. GROUNDCOVERS SHALL BE SPACED USING A TRIANGULAR PATTERN, 18" 0.C. OR AS NOTED. 8. ADJUST TREE LOCATION AS NECESSARY TO BE 5' CLEAR FROM CENTER LINES OF UNDERGROUND UTILITIES. 9. PER CITY OF TUKWILA (COT) STANDARD, ALL PLANTS SHALL MEET THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK. 10. PER COT STANDARD, LIVING GROUNDCOVER SHALL COVER 90% OF LANDSCAPED AREAS WITHIN (3) YEARS. 2 D C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System KAREN KIEST landscape architects w. john st, suite 305 seattle wa 98119 tel : 206.323.6032 LAN STATE OF WASHINGTON LICENSED HITECT KA' EN S. KIEST LICENSE NO.850 EXPIRES ON 12/10/2013 PERMIT SUBMITTAL 6/13/2013 50% CD COORDINATION 5/31/2013 D r l_ I _.I I I I l _If l I_I_L1 DDM] REV3EWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION A RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER Revisions NO ISSUE DATE Date Sheet Information 6/17/2013 Job Number 16102 ❑ .000 Drawn KM Checked KK Approved KK Title PLANTING LIST & DETAILS Sheet L03-02 Copyright © 2012 Perkins+Will D C B 5 4 3 2 III PER PLAN A el. per plan 1/19/2015 PER PLAN q r r BEAM � PER PLAN BEAM PER PLAN NO A DATE , LOUVER PER ARCH L - CONN. TO STRUCTURE PER MFR. -7-4— - BEAM PER PLANIIIIII ROOF DECK PER PLAN (2) 6005162-43 BOX STUDS PER 22/5-101 G - LIP PER 24/5 701 FA. SIDE f CONN. PER 18/5-502 AT INCOMING BEAMS PER PLAN 2" 4 6x4x /2 (LLV) CONT. IN/ VERT. SHORT SLOTTED HOLES FOR BOLTS 5-1.1-1../-1..r—,L= �,-� BENT e- STUDS SEE ARCH'L PFR 30/5-101 H55 PER 22/5-503 r< WINDOW SYSTEM I I VERTICLIP 5LB600 5-418 STUDS PER 30/5-101 el. per arch'I PER ARCH'L DECK EDGE PER 24/5-501 BY THE STEEL NETWORK// t.o. beam t.o. slab EA. SIDE W/ (2)112 16GA. TOP 4 BOT. TRACK PER 24/5-101 III 25-418 I el. — — — — SCREWS (SUPPLIED BY ,I �� deck 1 ° ° _ el. per plan per plan x x B B THE STEEL NETWORK) $ (2)0.14"4 KNURLED DRIVE PINS TO BENT fE per notes t.o. beam i 14 2-12 t.o. beam Y4 V 2-12 .i.• I I I t.o. beam el. per plan 1? 2 - el.per Ian p " BEAM PER PLAN ~~ COL. PER PLAN- CONN. CONN. PER 10/5-502 COL. PER PLANII j8' —141/2 el. per plan GLIP PER 24/5-101 GAP TO ACCOMMODATE BENT ft x 3 = W/ / BOLTS @ 18 oc •-'N el. per1 6005162-43 AT rch'I 1----1 ALT. STUDS ROOF DEGK BEAM PER PLAN ._,�_ PER PLAN EA. SIDE Y2' DEFLECTION OF � el. per arch'I INSTALLED FINGER TIGHT BEAM PER PLAN STRUCTURE I AT TOP OF VERT. ORIENTED SHORT SLOTTED HOLES W/ LOCKING NUTS BUILT UP SECTION PER SILL CONDITION OF "HEADER B" PER 16/5-101 - FRAME -1-- CONTINUOUS TO GRID S WINDOW SYSTEM -- - PER ARCH'L 51d8 1 CLIP PER 24/5-101 EA. STUD C� •< 5-618 STUDS PER 50/5-101 , TYP. PER 30/5-502 PER PLAN u 51 I 1 1-1' I I I I I / (3)#10 SCREWS, TYP. FOR CALL -OUTS IN COMMON SEE 51 5-618 STUDS PER 30/5-101 51 i 2 EAST OF GRID B / 2'-10" DETAIL 10/5-503 — 4 5 PER //.4./ DECK EDGE 7 a 0 --7"4p—T- 114" I WINDOW SYSTEM PER ARCH'L PER PLAN / 0 / PER / 111 1„ DECK $ TOPPING PER PLAN PLAN• �' '4 1 / PER 24/5-501 4 14GA. x 2 f x x x x0'-4" W/ (4)#10 PLAN �, 3X3X /4 @ 6 -0 oc x � x 1, • : • SCREWS TO STUD $ BEAM " H55 „, (5)0.141 DRIVE PINS TO BENT eH55 CONT. 16GA. TOP �� bx4x'/4 (LLH) CONT. ROOF DECK PER PLAN t.o. beam BENT e- SEE ARCH'L HSS BEAM PER PLAN CAP ft. 1/4" PER 22/5-503— AT BEAMS � 1 5-418 STUDS PER 30/5-101 GOVT. H55 6x4x%4 el. per plan ..I ROOF DECK EA. SIDE — WHERE OCCURS �i; r. , ROOF DECK PER PLAN ;° t.o. beam / BOT. TRACK ---,� �- I BENT SEE L el. per plan = GAP TO ACCOMMODATE I h DEFLECTION OF BEAM PER PLAN I PER 24/5-101 , TYP. i f� - ARCH %4'x10"x1'-0" W/ (4)4 li. CLIP PER 24/5-101 I STRUCTUREII .4-111=00.1 f� , BEAM PER PLAN - I •, P,,v,_ BOLTS - SPACE BOLTS 6" VERTICALLY 1 I ,I l J f r — J I 16GA TRACK PER 12/5-101 SOFFIT FRAMING PER ARGH'L r `--1_ - _ _ I , I EA. STUD el.per Ian p EA. D1 /W/ (2)110 SCREWS TO STUD $ (2)0.144 DRIVE PINS TO BEAM 1 �� _ r GAP TO DATE FOR JO FT SIZE OF STRUCTURE - SEE ARCH'L FOR JOINT SIZE L _ i` 1 � /4 / 2 _ 5-618 5TUD5 @ 16 oc BEAM PER PLAN 3j6 PLAN �i H55 BEAM PER PLAN 515 a 3 �b v < STUD WALL PER DETAILS 3�b V TOP � BOT. TRACK 51 31 9 PER 24/5-101 OF LEVEL BELOW 512 a 1 0 WINDOW 5Y5 PER ARCH'L - STUDS BELOW WHERE OCCURS 5112 12 FOR CALL -OUTS IN COMMON SEE DETAIL 10/5-503 51 %E o 11 13 ROOF 1/2' BREAK Vx3,/2'x0'-6" e to a 1/4 fE „! !. \ THERMAL MATERIAL PER GENERAL STRUCTURALNOTE 38 DECK PER PLAN � MIBR I I H55 PER PLAN per deck notes > ROOF DECK PER PLAN t.o. beam 14 r IL 14 SECT/ON DIM. TO ADJACENT (EA. SIDE WHERE OCCURS) 14 , BEAM PER PLAN, TYP. =,,., `y ;�i�, 3/„ 1�. _ �; TOP 4 BOT. TRACK PER 24/5-101 ,1 -< 5 618 STUDS PER 30/5-101 el.per plan i3�M PER PLAN GRID PER PLAN ° ° i 1 el. per plan BEAM PER PLAN III fE 8x3 x0-6 EA. SIDE top $ bot. liiili� ,i (U ._1� , . !. I I. e Y2"x6"x1'-0" (GR.50) 14/ flange top 4 bot. BEAM PER PLAN �I GAP TO ACCOMMODATE I— I I W/ 4%"� BOLTS @ 3"oc _'N (GR.50) 1/2 I flange GAP TO ACCOMMODATE I I BEAM PER PLAN I ° 0 l CONN. PER 18/5-502 TRAGK PER 24/5-101 PER DETAILS �� Y2' DEFLECTION OF STRUCTURE ____ el. per plan fiE/4'x12"x1'-8Y2" W/ (4)Y4'4 BOLTS @ 6"oc - �.ry I l 6x4x3i � THERMAL BREAK Y2' DEFLECTION OF —1_�I_ STRUCTURE WINDOW SYSTEM PER ARGH'L 5134I 1 5 4 a 6�� I CONN. W10 CONDITION W18 TO 1114 CONDITION I YV (2)%8'4 BOLTS @ 3"oc (BOLT TO PER 11/5-503 5133 Thermal 5132 Break Isolation 17 STUDS BELOW 51-13 14 COL. WHERE OCCURS) SECTION - -'� II _ WINDOW SYSTEM PER ARGH'L 18 19 i BEAM < (3) SPLICE TRACK AT 5 „5 Jam— 0 COL. PER PLAN WELD PER 18/S-302 COL. 0 q e 1/4' q H55 WHERE REGD. WELD PER 18/5- 2 , CAP el. per arch'I 1b sidesBEAM STIFF3 „„BEARING BEARING TYP. fE 4'x11"x0'-11", TVP.COL. f� /8 Xq XO -11 BOTH SIDESAT WHERE OCCURS (4)/8 BOLTS GAGE CONN. PER @ 5/TRACK 6/5-502 beam �. PER PLAN ----------------------- I PER EXT.BEAM IIBEAM CONN. PER 6/5-502 INCOMING BEAMS WHERE OCCURS (4)8 4 BEAM GAGE, BOLTS @ 5/ TVP. t.o. beam ° ; O ' r 4” MAX FROM T.O. DETAILS (1GA. MIN.) 55 333iATH55 TO T.O. WALL Li- SIDE OF FREE ENDS OF WALLN 4 @ 8 -0 OG MAX. U.O.N I I STUD H55 PINS EA. W/ 0.14� DRIVEto. OR #10 SELF- B AM CONN. PER 18/5-502 • \ 1 (4) 4 %8'x6"x1'-0" s T` el. per plan l i —1 , I r ° ° ' I I 1 el. per plan I STUD WALL PER > EXT. DETAILS t II -i II i TAPPING © 6"oc SCREWS TO H55 Y4 1/4 V I \c_k_w_i, I I 44 I II'' , „ 1 q BRACE \ \ t.o. beam + .' I I -� STIFF. fE /2 x /2• ,�� <(3)sides STIFF It. Y2' x Y2 FLANGE WIDTH EA. SIDE 5/b V BRACE PLAN el. per plan [ PER BEAM PER PLAN BEAM PER PLAN FLANGE WIDTH EA. SIDE BEAM PER TVP. PLAN, 5160 20 —• 5FGTION ELEVATION HSS Parapet p Su 5130 pp orts 2 2 BEAM PER PLAN, TYP. 511 s 23 (3)sides % 5/b < COL. PER LEVEL 5119 _ BELOW 24 qFRAMING - GRID /A\ 27 PER PLAN PER PLAN HIGH LOAD KERF CONN. PER 30/5-502 (CONN. PER .5126 AT SIM.) q COL. 1 , v BEAM PER PLAN per deck notes ROOF DECK PER PLAN WHERE OCCURS ., per ROOF DECK 5- PER PLAN 7-7, \ / \ / I deck notes BEAM PER PLAN 1 .. 2 2" I ` ti � EDGE OF SLAB I I BEAM PER PLAN CONN. PER 11/5-503 q BEAM ---;- 0 0 1 yip. BEAM DOES NOT OCCUR AT SIM. \'' II II 1/4'x6"x0'-1" ► ., } -1- (3) sides % 3/b V 0 { • 5/ "x4"x1'-2" , \ B �� —'r _____4-- GAP TO ACCOMMODATE Y2' DEFLECTION OF I // \\ L — �, C —1L_ - — I i II 0 II1 ° fE W/ (2)%"4 BOLTS @ 3"oc KERF f. Y2'X10"x0'-10" 14 F 0 0 el. per plan / FE f ; r' �' 10/5-502 � II>\ 11 r_ — STRUCTURE -,1 BEAM PER PLAN BEAM PER PLAN i DUCT PER MECH'L Y 4 // 1" 8 / STUDS PER DETAILS OF LEVEL BELOWFOR 16GA. TRACK PER 12/5-101 / j/ MAX. / / R E I D M I I SOFFIT FRAMING CONCEALED E DUCT PER ARCH'L 5153 26 WHERE OCCURS II 31b PER PLAN H55 BRACE PER PLAN • //// ', -• — COL. PER PLAN 5154 25 �' �' PLAN 5149 28 COL. PER PLAN - CONN. TO BEAM PER 10/5-502 5164 29 (. BRACE .I.C. 5120 30 5 4 3 2 1 D C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 1 0/1 0/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title FRAMING DETAILS EUR--____ 7 Li .JA 2 3 2615. 2015 DLETON, INC.- 5 NC. Sheet S -503 Copyright © 2012 Perkins+Will 5 IIIIIIIIIIIIIIIIIIIIT'I,I GRAD[ BREAK 4 3 1111.1 1111 I III IIIIILILI III[ II II IIII1IIII LIIIIII III�Ii1IJII 1I1 III RAIN SENSOR LOCATION TBD, LOCATE ON ROOF, CONFIRM LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. LOCATE CONTROLLER AND RAIN SENSOR RECEIVER IN STAINLESS STEEL PEDESTAL IN APPROX. LOCATION SHOWN. CONNECT TO POWER AND VALVES. SEE ELECTRICAL FOR POWER. CONFIRM LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. IRRIGATION Pb NT OAF\ CONNECTION, REF,::`.CIVIL PLANS FOR WATER CONNECTION Landscape Irrigation Plan - Ground Level [7/ Scale: 1"=101-0" (2) 3.) ROOF ACCESS HATCH IRRIGATION SUPPLY STUB—OUT, COORDINATE WITH PLUMBING SKYLIGHT, TYP. J J� (4) (5) C 6> (7) 11 11 + _t + + + + + + + I t + + + — -t- + + -i- Th + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++++++++++++++++- + +++++++++++++++++++++++ + + + + + + + + + + + + + — + + + + — + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++++++—++++—++++- + +++++++++++++++++++++++ +4444 +. + + + .. + ... +.....+ + + 4444+ + + +..._ + 4444_+ +.. _ + ...+ . +44 44 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + ++++++ + ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + L I + + + + + + + + + + + -I -I- + + + + + + + + + + + + ++++++++++++ + +++++++++++++ + + + + + + + + + + + + — - + + + + — + + + + + + + + + + + + + + — + + + + — + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + + + + + +++ + + + + + + + + — + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + + + + + + + + + - + + + + — + + + + + + + + + + + + +4444 +4444.. + ....+.__ _+_ + ....._+ +. . + + + + + + + + + + + + + — + + + + + + + + + + + + + + + + — + + + + + + + + + + + + — + + + + — + + + + + + + + + + + + — + + + + — + + + + + -+� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �- + + + + +..........+ 4444. _. + ................+4444 _-+4444.. .._............+4444 ; _...+._4444.. +4444._ +................+... - + + .._.......+ + + + + + + + + + + + — + + + + - + + + + + + + f + + + + + + + + + + + + + + + + + t + + + + + — + + + + - -� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + - _.., ._ ....o....-..-+ .._._+.._...... +.__ I-__4444.._+... +4444._.. +.._..._......+......_... +... + ..._+_ +k_ + _+ -f.-_ +=_ + + + + ++ + + + + + — ++++++++�+-F%+++++++-VE + + + + + I I I + + + + + + + + + + + + + + + + + + + + — + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + -H + + + -H + + + + -H + + + + + + + + + + + + + + + + + + + + + + — + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + ++ + + + +_-_+ + +__-+_._ + + + ±__-+ + + + + + + + + + + + + + + + + — + + + + + + + + -1- -I- -1- -I- -4- 4- -1- -� �- -1- -4- -1- -- -4- -1- -4- -1- -- -I- -- -- -[- -- -4- -4- -i- -1- -- -- -- -1- - ......_..........._._...._.........._. + + + + + + + + + + + + + + + + + + + + .+ +_ + + + + + + + _4 + + + + + + - + + + + + + + + — + + + + — + + + + — + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — + + + + — + + + + — + + + + — + + + _-_ + + + 1 + + + + + ++ + + + + + + + + + + + + + + + + + + + + +_+ _t +-.+ + ._-_+ + ++++++++-+i/i1�, +++++++++++ + +++++++++ + + ++ ++ +++ + + + + + + + ++ + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +i+ + + + +i+ + + + +i+ + + + +i+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + ++ + + + +++ ++++ __ ++_+_+�-----1- I- -1- 1 4- -i- -1- + + + + + + + + + + + + + + + + + + — + + + + — + + + __+_ -1- __+ ........_+__ 4444_+ ...--+_... +444.4. + --. -i-..........-{- ... _+........... +...._.....+ _ .. -1- + + + + — + + — + + + + + + + + + ' + + + + + Landscape Irrigation Plan - Roof (,..) Scale: 1"=101-0" 0 10 20 IIIII I -{ A ) (B) D { E) 0 10 IIIII 20 I POC PER CIVIL 2 IRRIGATION LEGE\D SYMBOL DESCRIPTION ++++++++++ ++++++ + +++ ----- M F ic› D4 NOT SHOWN NOT SHOWN n HB NEW SPRAY IRRIGATION NEW DRIP IRRIGATION MAINLINE LATERAL LINE SLEEVE: SIZE 0 = 2X LINE SIZE, 2" MIN CONTROLLER: SEE SPECIFICATIONS METER: SEE CIVIL PLANS DOUBLE CHECK BACKFLOW PREVENTER: SEE CIVIL PLANS MASTER VALVE: SEE SPECIFICATIONS FLOW SENSOR: SEE SPECIFICATIONS QUICK COUPLER: SEE SPECIFICATIONS REMOTE CONTROL VALVE: SEE SPECIFICATIONS GATE VALVE: SEE SPECIFICATIONS ZONE ISOLATION BALL VALVE: SEE SPECIFICATIONS MANUAL DRAIN VALVE: SEE SPECIFICATIONS RAIN SENSOR: SEE SPECIFICATIONS HOSE BIB: SEE SPECIFICATIONS IRRIGATION NOTES 1. ALL PROPOSED PLANTING AREAS WILL BE WATERED WITH A COMPLETE IN—GROUND AUTOMATIC IRRIGATION SYSTEM AS SHOWN. 2. IRRIGATION SYSTEM IS BASED ON THE MINIMUM OPERATING PRESSURE OF THE SPRINKLERS AND THE MAXIMUM FLOW DEMAND FOR STATIONS PROPOSED. THE IRRIGATION CONTRACTOR SHALL VERIFY POINT OF CONNECTION AND WATER PRESSURE PRIOR TO CONSTRUCTION. 3. LOCATION OF POINT OF CONNECTION, MAINLINE AND SLEEVES AS SHOWN ARE SCHEMATIC. LOCATE MAINLINE AND VALVES AS APPROPRIATE TO THE INSTRUCTIONS CONTAINED IN THE SPECIFICATIONS. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING, UTILITIES AND ARCHITECTURAL FEATURES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC, UNLESS OTHERWISE NOTED. 5. IN ADDITION TO THE PIPE SLEEVES SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 6. SPRAY SPRINKLERS WILL BE USED IN SHRUB AND GROUNDCOVER PLANTING AREAS. SPRINKLERS WILL HAVE HEAD—TO—HEAD COVERAGE. 7. IRRIGATION CONTRACTOR TO ROUTE COMMON AND CONTROL WIRE FROM THE CONTROLLER TO CONTROL VALVES. CONNECT TO MAINLINE, EXCEPT AT SLEEVES. PROVIDE ONE SPARE WIRE FROM THE CONTROLLER TO THE FARTHEST VALVE ON THE SITE AND AT THE ENDS OF THE MAINLINE RUNS. PIPE SIZING CHART GALLONS / MIN. PIPE SIZE 0 — 10 10 — 16 16 — 26 26 — 35 35 — 55 3/4 INCH 1 INCH 1-1/4 INCH 1-1/2 INCH 2 INCH POINT OF CONNECTION ASSEMBLY (P.O.C.) - PER CIVIL J� v) e-- <‹, /$? o� ��� 4-, e „,_ , ,,,./. ,,, , 4, c., 4‹-/ <<<, <,-\ ,Nig 47 *- ,- c, , ,,, , , 6 <Q 4 a FLOW 8. DO NOT WILLFULLY DESIGN AND INSTALL THE SPRINKLER SYSTEM WHERE IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 9. PIPE SIZING SHALL AVOID VELOCITY IN EXCESS OF 5 FEET PER SECOND. 10. ANY DAMAGED CONCRETE OR OTHER PAVING SURFACE SHALL BE REPLACED TO MATCH EXISTING AS PART OF THE CONTRACT COST. 11. INSTALL BACKFLOW PREVENTION DEVICE AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT STANDARDS. 12. COORDINATE RAIN SENSOR LOCATION WITH ARCHITECT. WIRELES RAIN SENSOR SHALL BE LOCATED WITHIN LINE—OF—SIGHT OF CONTROLLER. D PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System KAREN KIEST landscape architects III w. john st, suite 305 seattle wa 98 119 tel : 206.323.6032 LAN STATE OF WASHINGTON LICENSED HITECT / I.... pip KA EN S. K'EST LICENSE NO.850 EXPIRES ON 12/10/2013 PERMIT REVISIONS 10/10/2014 CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date A PERMIT REVISIONS REVIEWED F4)R CODE COMPLI NCE APPROVE - APR 0 6 201 City of Tukwila BUILDING DIVIOION A 1 (0 RECEIVED CITY OF TWILA OCT 1 4 2014 PERMIT CENTER Revisions 10/10/2014 A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Date Sheet Information .................... 10/10/2014 Job Number TUKL Drawn KM Checked KK Approved KK Title IRRIGATION PLAN Sheet L02-01 ....444.4.._"""44"4444""". 5� 41 I 3 I 2 I 1 305 PROPOSED BUILDING 300 P/L G COUNTY FINAL GRADE METRO BUS STOP 305 TUKWILA INT'L BLVD � EX SIDEWALK 300 5-1/2" SLOPE VARIES PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 206.381.6000 SHELTER EX ASPHALT 1"R. t f 206.441.4981 www. erkinswill.com - < , / / // %� - w �/ __T- •,,\\`; \,;\ -rEX FF 296.50 � v %'r �EX PWR � PWR ASPHALT PAVEMENT 295 o 295 . Tukwila O ( ) Library .\�/. i �L 1 11 IL 11`. %_III .. D 6" FOOTING DRAIN II, , ---).-,_,,,/- I I(i' /I(1�r;� 1 V �. I ,I; '� c' %•\,,' : I�r l �■+ r i ii IE r Ir r ICI, Irr I-Ir I lr,. r I, r Jr', ��I i��� t,�, I i1 I IF I, II I �I �,r, (irt rlr, r it Irt `r II u t , , a l�il fel /isu.l, iI MI � , r, 11 , �'I I 14346 Tukwila International Boulevard 6" STORM DRAINAGE PIPE ( I - �_ 290.58 f ,> (� , SII 290 FIBER OPTIC 290 . Tukwila, WA 98168 LINE STORMTECH SC-740 DETENTION SYSTEM SEE DETAIL 19 II t \,L,, I I ,_ %` (III 2 - #4 CONT. ,,,r It ,�� L,N�,„ it 1,, I I h,II I•I �lr, � c ( 1t s i,' IL, � ■ 285 285 CAST-IN-PLACE CONCRETE y<wv %;..' ' 4" MIN CRUSHED SURFACING King County 280 280 1 =5 Site Section NTS Not Used NTS Not Used TOP COURSE 7-3/4" a-- ConcreteVertical NTS Vert ca Curb 5 Library System NOTES: SUBDRAIN PIPE PREMOLDED CONTINUOUS 1 • SEE ARCHITECTURAL PLANS FOR DRAINAGE GRAVEL BENEATH BUILDING SLAB. 1. 4" MINIMUM DIAMETER PERFORATED OR SLOTTED PIPE; TIGHT JOINTS; MASTIC JOINT STRIP OR DISCONTINUE REINFORCING JOINT MAY BE SAWCUT, AT CONTROL JOINT, SEE FLOW CONTROL p STRUCTURE 2. STRUCTURAL FILL SHOULD CONSIST OF WELL-GRADED GRANULAR SOIL WITH PROVIDE CLEAN-OUTS. CONCRETE SEATWALL - - ... SEE DETAIL A BELOW. SPACING TABLE BELOW c... CINCH ANCHOR 4 12 " NOT MORE THAN 20% FINES (BY WEIGHT BASE ON 3/4" PORTION) PASSING PER LANDSCAPE PLANS• , : , ) ,, ' ,' :;�'' F '" ,; x''' �� �( 12" i NO. 200 SIEVE(BY WEIGHT SIEVING)WITH NO PLASTIC FINES. 2• PERFORATED PIPE HOLES (3/16" TO 1/4" 0) TO BE IN LOWER TILE FINISH PER ARCH'L PLANS 6.1" tT- : D ® a° Q ,, ° ®._.' , WIRE ROPE CLIP (GALV•) `. DEFORMED I" / 3. BACKFILL WITHIN 18" OF WALL SHOULD BE COMPACTED WITH HALF OF THE PIPE WITH LOWER ' J ° 1r LI 4.9" ° ° STEEL ROD CONTROL DEVICE ASSEMBLY ti^::r`:Su_ CONCRETE WALK j J (GALV.) ' HAND-OPERATED EQUIPMENT. HEAVY EQUIPMENT SHOULD NOT BE USED FOR QUARTER SEGMENT UNPERFORATED /: ,,� WWF 4x4 - W2.9xW2.9 CONCRETE SLAB ,_:�. TO BE REMOVABLE FROM '.:K':w BACKFILL, AS SUCH EQUIPMENT OPERATED NEAR THE WALL COULD INCREASE FOR WATER FLOW. SEE PAVING PLAN 4 �. , , ,_ Li �,, ,,, (IV; „1 „1 u u ,, u i ;: OR ALUMINUM , ?.;.- 2� ORIFICE LATERAL EARTH PRESSURES AND POSSIBLY DAMAGE THE WALL. — — — — t /" H IRON.AGE .DESIGNS RLGULAR JOE CONCRETE ; „,,, „ ; lr,,, r, i I,_ 1 ; „(r\ �+ 1 ,, I.+ , u-, ,fa_, t :, wl, a<' , �+ , , t t , I t �, „ t t I t t pru, u t u 41, `,;;, \ , ; r ; ,ate, lr , ._ r„ u , ' :t 1. II ,(__ (., (,. ,.. ().:. I,t ., , 1.- �I.! I 1. ()'.,lt , .,, .,, t,f�,(.\ rl �4._,I ,Jr),�.- l 1 .) ) , .� , LENGTH TO FIT INSIDE OF STRUCTURE / �, " •v`•. 0 12 MAX ,. �;».. ..�. •r. ..... = PLATE W/ 3• SLOTTED PIPE TO HAVE 1 8 " / ..1� PAVING r ils; cu_ti-L (II ,.tla; „1 r, I :H a:, I[ it cu_?c I ,;rti_,L', a ?.Yi u c Cr =,,1� U ':II t, ib ',COI , , :(,� ,, / .,_ u ' ', l i.,,, X -.x X "a�C X X •N t 11 f �-,',••;�.•�. 3/4"0 ORIFICE .. _.. .... .. . ..... .., / , .. ... )\...•ICiI If) "l 1, .r.-1:J/(', '_ ,1,(, ).)1. ���. �'\11 (.'�7 ,('.. .J1 �.(-/\l{, "('i1-, 1.11, �.-j I. 11 ,I ,,, ,,;,I` �+„, ) ., PVC PIPE 4. ALL BACKFILL SHOULD BE PLACED IN LAYERS NOT EXCEEDING 6”LOOSE MAXIMUM WIDTH SLOTS. . .. , ..., ,• ......... _. •.. ...... .,.. , ... .. .. .. ...�.. ,.. .. . ... , , _ , .. .. . , I ,1 ,1,,.,1,1,, <<I „ , I _,I : ,I.1�,. , , I . , . ,. . .... \. ,.,. \. \ . I - I . , ,. ,, ., ,_. I � ,I�- ,,. r ,+ �. �c., k, �'_ -I PVC PIPE AND CROSS - 1 IE 291.90 _ .. ...... t .. .,.. • 4 .... /..,.,. .,.., .... .: ,. ... .. ... .:. .•... ,.:. ..,, ,\ .\ / .>'. / , /,, \ ,, u t ,YI , ,d , b-:\ _t. ) b`- , G -\u I , _t. �I t ,v�_h 0: 1. , �. Imo_,, _'I _ I. , r _ �. ', �� , Ii:e-I'--'.('1 ,. ,. .a'„ r-= 1 ,t �.=, ;-; ,, „ ,_� ra STUB THICKNESS AND DENSELY COMPACTED. BENEATH PAVED OR SIDEWALK AREAS,/.... ... , • ._r ..'�•. ..• . ... ... l... .. _ _ •.. .. ... . • . /, � i, .. „\ , , ./. t lam,! C )1 . ) l �. ]\ J 11-, 7( :l\'� , ).1 � f , r. ,,r . , :. < ..c. "ir' r. ,. r. '; , c l�"_ PVC PIPE COMPACT TO AT LEAST 95% MODIFIED PROCTOR MAXIMUM DENSITY (ASTM. ...:.....•.. , ........., ;,, . •;,. . .r ,1,,....:. • - • ' ,. � . , , _ ,.,,,, t ,�_- ,,I,; ; . ,,. „_�: , --, � , �,, CONCRETE ), .t �u._.2, ,X , )� ,t �) ,t/, J, t u. -� ,_tet. .u.--;t <u �G .,r ,, :ry,-l. _r , I, !; ll r/A)I...�h� ti�'.�`... .. )1r 1:.r�'� -,: )C:' i /C ,'1 .-h �a')l�i: )n, �.,.,..i ;)r \ M1: ,,� ) '.i .. = � II II I CROSS D1157).OTHERWISECOMPACT TO 90% MINIMUM. ,•, ,;. ;_ >I , _ /, //\ i,, PAVING SAWCUT CONCRETE, */ ` . % r; \;• ,I/ \\�,, \ ,, /<� ',:;•• - ///',:%i; // ;, • ,4 , •1:= l' — II II 11 II I yi _. -=Q1a THROUGH 2O0 DETAIL A CRUSHED SURFACING BASE-COURSE rJ __T� T _ ;; USE BACKER ROD AND " ' •/' } ' W COMPACT TO 95% MAX DENSITY FLOW CONTROL STRUCTURE M : COMPACTED BASE FILL W/ SEALANT SEE i. •COMPACTED /BUILDING WALL `' SUBGRADE NOTE: BACKFILL `` RESERVOIR TABLE. SCARIFY 6 OF ' ' PIPE SUPPORT DETAIL B FLEXIBLE COUPLING I I = "' SEE STRUCT L PLANS a . PROVIDE CONSTRUCTION OR CONTROL AND RECOMPACT TOP 0 / SLOPE MEETING GRADATION' ca' SD JOINTS IN SLABS ON GRADE TO BREAK EXISTING SOIL TO 95% MAX DENSITY GASKET TYP ( ) =ti.. SLOPE TO DRAIN AWAY REQUIREMENTS FOR r -�, - ( SOILS ENGINEER TO APPROVE EX SUB- / ` Y SLAB INTO RECTANGULAR AREAS, SEE PVC ADAPTER W/ DOUBLE FROM STRUCTURE STRUCT L FILL (SEE NOTE 2) 1 4D JOINT SPACING TABLE BELOW AREAS TO GRADE PRIOR TO PLACEMENT OF CONC) AND yy .► BE APPROXIMATELY SQUARE T Q ARE AND HAVE GASKET ADHESIVE y;`._''. :,r; : � ORIFICE ,., �; : , •*!'.,..•i'1••.�.f�_ar, :. a 1. • !'• .� "'. ,; -. ,� A/; / , \. \\ ';,, ,, ,>, / a ,�, \':: ., NO ACUTE ANGLES.EXTERIOR,MIN11 BONDED SAND FINISH ON ;�,: PLATE W/ 1t -fi i� _ t II : r ' '>' 'YM.: , _ ,/ BUTYL OR JOINT LOCATIONS PER LANDSCAPE PLANS 7"LONG 1 2 0 ORIFICE / `• \ /; „ SEE LANDSCAPE PLANS FOR STAMP NON-SHRINK COUGHLIN NON-WOVEN FILTER FABRIC MIRAFI, 140N OR EQUAL •:: -. • ' .• • ' - 'i1 ,1 j ; �: : POLYPROPYLENE ROPE OR •° PATTERN, COLOR AND FINISH. NOTES: GROUT PORTER ^ • ;.�,.: '` I I 11 rl �1r 1 I' 1^i_11 I' / z '/' .v: _ GRAVEL BACKFILL • ; ., _�' /. BACKER ROD JOINT SPACING 1. PROVIDE CONSTRUCTION OR CONTRACTION JOINTS DETAIL CAULK SPACE BETWEEN PVC PIPE ADAPTER AND PIPE STUB 4"SDR 35 PVC PERF PIPE f:':.ti .• `••:., ,. �' _> �� =�,1 FORLUNDEEN • TABLE PER �o� 2 01 EXTERIOR USE ONLY CONNECT TO STORM ;,;; : �'w. � • '% r :' : I 1 1 _I� i , in- / 2 DRAINS PER WSDOT 9-03.12(4). v T, '/ " ;, SEALANT RESERVOIR TABLE PAVEMENT DEPTH JOINT SPACING CONNECTION AND CONVEYANCE SYSTEM. �' ••, -::•"•••.: • "' . ' " '� ��`� 12" MIN � 1 : )I I\ , C, ' q r I <v JOINT SPACING WIDTH (W) DEPTH (SD) 5 9-11 CONTROL DEVICE DETAIL 801 SECOND AVE - SUITE 900 SEATTLE, WA 98104 , .a„,.., r :� , , ,f ;;/, / ” 6 , 11-13 �i•s•.�,'.4V7:4:::::°::;,,.•,,:' i', „ ,>// !;./://,///i>/,•7 /'/, 1 9-11 ,, 1/8" ,, 1/4 MIN. BUILDING FOOTING—-'.,'"y��.+�`•r�•::';,�, `,�Lry, ._` 11-14 1/8 1/4 MIN. 7" 13-15' P: 206/343-0460 SEE STRUCT L PLANS _ . ;; ;vv:� 6 MIN > I < ' I► 15-17' 1 /4" 3/8" MIN. $" 15-17' F:206/343-5691 - 6" MIN < 15-18' 1/4" 3/8" MIN. 10" 12" 18-21' 20-25' A CONSULTING 6" MIN > 20-25' 1/2" 1/2" MIN. 14" 25-28' STRUCTURAL AND CIVIL NTS NTS 25-28' 1/2" 3/4" MIN. NTS TS NTS ENGINEERING CORPORATION Exterior Footing Drain W/Filter Fabric Wrap Trench Drain 7 Concrete PavingControl Joint W.W.F. Concrete Slab-on-Grade 9 ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS :::;':,:..!Y:•.<".;',., r ..• •._ MH TYPE 48 0 INSERTA TEE DETAIL SC-740 TECHNICAL SPECIFICATION MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION / DENSITY NTS NTS ;'�::'•%' CLASSIFICATIONS REQUIREMENT DO NOT INSTALL •"�*` (4/ . 'f_u1 t • "FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS 'C' SOILS, 1 Ii1111111111111111111iI11 11 ii1 INSERTA-TEE AT CHAMBER JOINTS +:: • °`' '•' `i- •' �, FROM THE TOP OF THE LAYER TO THE BOTTOM ANY SOIUROCK MATERIALS, NATIVE OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. l 111 111 1111 90.7" ACTUAL LENGTH 85.4" INSTALLED LENGTH jD: s: " D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT 1[ ITI ril 1l (2304 mm) (2169 mm) --- \ ; •;.: /• :.� •,t'.�,• PERMIT SET 2/6/2015 GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. 11114-1111111-4411-11111 III III _ A r r frfrrrr,,, rg5f`ff�lrfl' G� BUILD ROW IN THIS DIRECTION � ''�' `- / ::.ti %. '• Drawing Issue Date AASHTO M145' BEGIN COMPACTIONS AFTER 12" (300 mm) OF CONVEYANCE ;1 III III PIPE Iii n1 111 m =:III III I,II_I III"III ii}= 1 III ill iTr ,,• 1i-11, r r rc,- r. I1 1\ /IF,I- ■,,. /� //f,,,: � � 1 j (� � �..1 -1 1 1 I 1 I 1 I 1 1 1 1 Ir _ -,�-J- - t ..••..:' T� ,';I \ — / •�;,•, •. MATERIAL °A-1, A-2-4, A-3 MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6” MAX(PVC, MATERIAL MAY HDPE, VARY .i III 111 -III111_:111-Ilr1,.�?},�: ETC.) 1�,=-1 , , 5r,,,,'r �� I ,�M �, ~*1\ /fr ,� a /r I/ I:� ��' KA1 A 1A1A1fA1� .r. �. �/'„�,INITIAL �— C FILL: FILL FOR LAYER'C' STARTS FROM THE TOP OF THE EMBEDMENTFINES STONE B' LAYER TO 18" 450 mm ABOVE THE GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES, <35 /o OR PROCESSED AGGREGATE. OR (150 mm) LIFTS TO A MIN. 9 PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE Iii 111 ni_ u1 1 111 111__u1_ ill■� 111 Ii1 1 cilf ,, ;� r�r .. '}l rr•-.r ;-1 + �'t; • Z ;�,,L� ,,�►, .,�i,:. �G•,r I� ■Ali ■ ; n •I• I I, IIll •I�� II �' ! i OUTLET PIPE •` r'•• 12 IN LET PIPE A. J A 9 A C Site TOP OF HE CHAMBER. NOTE THAT PAVEMENT T MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEUDENSITY S AASHTO M43'MATERIALS. R FOR PROCESSED AGGREGATE (' / / G 7,1' �I.. (, , t,k ' A r iia START END r,tir• :r•:a1 • O� O SUBBASE MAY BE A PART OF THE 'C' LAYER. OFT IS LAYER. H_....11�►.: 3, 357, 4, 467, 5, 6, 67, 68, 7, 78, 8, 89, ROLLER GROSS VEHICLE WEIGHT -111=111-11E111 4 �:.��i : 111 I . IL � ►• I a a a 4 �' c t a t.; , y,r . r... 56, 57, 9, 10 NOT TO EXCEED 12,000 lbs 53 kN . DYNAMIC:111,111l=.111-�rrlr FORCE NOT TO EXCEED 20,000 lbs (89 kN). In11 1 Ir III _ j _ �C '� r` ( t Irr1-1 '�r1�a - r • -, - Oi!1 - iru ' 111__111_1 L711=11111, II_III--111 111 -III. _111_111. 11.-111 _-III III_.111-.1,11 111_ III':111-111 A �•^ "•^ _ ^'+' - '�•^ -• ^')" n••• - -\' OVERLAP NEXT CHAMBER HERE j.: ;c•. CO o'• EMBEDMENT STONE: FILL SURROUNDING THE CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE AASHTO M43 INSERTA CONNECTION TEE -r „1i _i7 t--m--1 In 111-it1-n ill-i l 1il_iti-_Ii1 __ tli nl-,1i1., ui_ -111iii-11 I--Hi-iir_ -r 11i-Iii nl '1i,ILII In u1-,11Li +1 ii1_.1 111 In In I-nl-/II-III nl iti=:ln nl il=tli-tl; m ._n.1 _111 Ill .ii1 lit ul lu-til _In Ii1-1i1-111 ii1 1n INSERTA TEE TO BE _J , 1 i 1 , 1 1 , 1 -1 , 1 v I , 1 Y 1 , 1 l� (OVER SMALL CORRUGATION).1, �r:_'' . - . �1•x.' : ;:•, 1 ,. •; .. ;�. d B CHAMBERS FROM THE FOUNDATION STONE (A LAYER) TO THE 'C' LAYER ABOVE. DISTRIBUTION BETWEEN 3/4-2 INCH 2O-50 mm ( ) 3 357 4 467 5 56 57 NO COMPACTION REQUIRED. - X ( ) u III L 111 n1,,tii to i1i - li-_ nl _Irl-nl__iii- -1, INSTALLED, CENTERED ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTION rt �:•` `: '•w ,:4•'-:•;•..-1.,..�' PLAN V a �4'43667 �Q 7 OVER CORRUGATION :.r r:• :t G/STEL G g A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm) AASHTO M43' 3, 357, 4, 467, 5, 56, 57 PLATE COMPACTOR ROLL TO ACHIEVE A FLAT SURFACE. Y S PLACE ADS GEOTEXTILE GEOSYNTHETICS 315 (CENTERED ON INSERTA-TEE WOVEN SECTION A-A SIDE VIEW PORT. 10" ON FOR PIPE SIZES LARGER THAN 4" (100 mm) UP TO (250 mm) USE INSERTA TEE CONNECTION CENTEREDOF A CHAMBER CREST CORRUGATION B S SIO E7 G NAL /j� �,/ -/ /1/4161\5 ' I INLET) OVER BEDDING STONE FOR SCOUR PLEASE NOTE: PROTECTION AT SIDE INLET CONNECTIONS. "CLEAN, GEOTEXTILE MUST EXTEND 6" (150 mm) 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: CRUSHED, PAST CHAMBER FOOT MAX DIAMETER OF HEIGHT FROM BASE OF I ca ANGULAR NO.4 (AASHTO M43) STONE". CHAMBER INSERTA TEE CHAMBER (X) ..2. RING STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION SC-310 6" (150 mm) 4" (100 mm) 29 3" (744 mm) iolii 30.0" (762 mm) z AND RIM=297.29 COVER PERMIT REVISION #2 3/2/2015 + EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. SC-740 10" (250 mm) 4" (100 mm) M DC-780 10" (250 mm) 4" (100 mm) �1 � ta- / I A ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL MC-3500 12" (300 mm) 6" (150 mm) AROUND CLEAN, CRUSHED, ANGULAR STONE INA & B LAYERS PAVEMENT LAYER 12 2" 45.9" mm) I 51.0" I SLAB W/ 24" �.4...- ` �'`'' (DESIGNED NOTE: MC 4500 12" 300 mm ( ) 8" 200 mm)310 ( mm ( ) (1166 �j 1295 mm �I ( ) ROUND OPENIN�� BY SITE DESIGN ENGINEER) Fl / I PART NUMBERS CONTACT STORMTECH WILL VARY BASED FOR MORE ON INLET PIPE MATERIALS. INFORMATION. INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON ,:..,.:..: ; , :, ° ' :'"� ' ' ' t i `;'r"r'% }: ;,;, ., ,., ,,;,, +f � J a%. 7 = :' i '' ' ' i NOMINAL CHAMBER SPECIFICATIONS '�:•.;.• .n" ,•,• , r . PERIMETER STONE'�,� " .. .. .. ;<• T SEE NOTE 6 � r •.. ,. ;..:. :.. ..,. .: +' . %r:. %.tl:, r : • K' e ia'' FFifi"06'PAVEM�t1F'FCMUf�PAV�� `,:..... ,.. ., :. .. ; O IN9iA�CA owswllE+E amra FtioN1'vMIC�sMnY. cc�a:,18 >: • c ..R . 9. 8',a I +i Ecay Rrp• a tsg9ltnJ ' II SIZE (W X H X INSTALL 51 0" X 30 0" X 85 4" ED LENGTH)(1295 mm X 762 mm X 2169 mm)? CHAMBER STORAGE 45.9 CUBIC FEET 1.30 m ( ) .:�:? ;�: ;;4,-. r. -., , r•- •! rr: • • ••:• , •, f , ,, x.,�c••,;,:•'3:REVIEWED �•. • •. APPROVED I ,/IF II • ti ::•:: r•' r . ::1r I '•.,, • y .'...-.•-.' II • • Fi"''� n, ,•G 7.11., H ! {:'. I., _>I 1 ,. �: ,. .i • MAX •� ' ;., O •• 1 MIN* RAIN UNDERD DETAIL ° ,•• •, . Yrr., ,� �.r.s .. n1 '' ®E COMPLIANCE kri �rtr-r.;:xSl rr ,ci ,'t rl rrl:^• rM(n _} �(c�r' '-r 'rw sL r r'G �u r `-?w::. "tC_�% rr,lr,�,,Jrrafrk' 6" MIN t NTS INSTALLED STORAGE* IC FEET 2 MINIMUM 749CU6 (21 m) 3 k WEIGHT 750 lbs 36 g) ( •:.;r•, ••.: p 0 3 201 ��t! APPROVED EXCAVATION �r i t, r ` WALL (CAN BE . I Ill 1 ,` r J .,.4- c4`r'k ., u;flc, ,,,,ip_„rw !!, ) c!`"r�%� } STORMTECH STORMTECH A A MAX. MAX W s TOP OFr ) I { 5: �;tlli\ tfil V CHAMBERS - STORMTECH t ,t 1•u *ASSUMES 6 152 mm STONE ABOVE, BELOW, AND BETWEEN CHAMBERS ( )SLOPED •:». Q �:-r OR f r(' rI G VERTICAL) r ;fir" I � 1 I �, VIII t , � •i \.� `.� r J rr l � '� 30" END CAP CHAMBER el , , ILl I ( :"; ; DETENTION uity of Tukwila pLl� Works PUB APR 0 6 2015 II. S �r111-11. Ili I ® rf�fC , ,. iI Il1� i�dI Ir!t`. OUTLET MANIFOLD t ••t .: .,; ELEV=293.84 1111111I �� J HA- IV I-A11= _ �-�aX11 �=tee � ),,, m r rrI' j r I h r ti I l�:f II , t IC ) � �- �, : -111 -111- I1=III-1IL ' '-• -,-.11-1,-(1-,-- it ri I/- � �� �l <�� /'Ir I[ 1 -0 MIN 12" C' I f �1°Tukwila 11=11,-111 - ,-III..-111_1 '-1,1-1-111: - I-III-III__-11-III-III- -11 _ -I � I-I � I=I-,N-sq('-',41( HE-III- -III=III-III-11_111-III-III-111 _ _ _ - _ - _ - _ _ _ 111_111_1 ..III�� 1 III-III -_111_11 III__III_III__III_III_III_. - - _ _ - _ _ _ _III- -III-111_III_III- - - -- _ _ _ _ - I�L_III_11 II__IIL.._IIL__III_III_III.I _ _ III_III_I _II _ I_LI_III_III_IIL_I11-_III-III__III__.II = ,_ - - - - - -� -- _ IIL_III_III. III_IIIIII IIL__III__.III_III_ _ _ _ _ _ _ r _--,: -_ = _ _ DEPTH OF STONE TO BE - DETERMINED BY DESIGN 1010X11 1i I 11 ;.-�„J ,� �, 1 r.,l...;, C 1. it I I[ I- 2:112:11' � B " 6 THICK GROUT • i4;•`'`a �`�” • •, v BUILDING UILDIf�� DIV ISDN 1;t-11.1t111 41-14111-L- _. _ _ _ _ _ __ __ _ _ _ _ _ __ _ 1T=111_111=1 = 111_111= -IIL -III-III-111_1 I-I II-III-111.1 -III=I I I-III=III-II-III ---11-111-=M-111- -=-11=M=1-11=-111-= - - - ill _111_11 - - iii-_iii_'� ._ II �( i' a t } t )I IJ.�C 1 .....::.;• . - - - - - -- - - - - - - -- - —I I-__Ili III1"' -' II-111E-III-111_111-III-111-_III-11 III=111_111-111-n1_,II_u _lii_l__-_I_il .,iii_ I_ lu ,,, „ ENGINEER 6' MIN -= FOUNDATION STONE �•-•"11-'' I , ,I . �� STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" ALL AROUND RQUN ' ,• "" -,, —:::=111=1 1-III_ 111-1 I " -II _ I .I v C / . 12" MIN -- SC-740- -- ' BENEATH CHAMBERS (_.1' I L1t 7i rel fin: iN ' STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" : :vY END CAP SUBGRADE SOILS 6" MIN 51" --12" TYP ►_��_._�_43: y �_ __ I' II / P II l II t , I Ir, NOTE 5) _._i_A_,* %\''PART # STUB A B C (SEE v` •,jVv 12" OUTLET PIPE INLET PIPE 1��'• ;,‘;‘,/,‘,A2,••.*,,,,� ,' %�' IE=290.58V NOTES. �'/�� ' /' ;��v'� SC740EPE06T 18.5" 470 mm ( ) /�� `12" — �;;;� v,% 6" (150 mm) 10.9" (277 mm) 'l % ;; j!" SC740EPE06B 0.5" (13 mm) - BOTTOM OF 1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", ADS GEOSYNTHETICS 601T I NON-WOVEN GEOTEXTILE SECTION A-A DUAL WALL SC740EPE08T 8" 12.2" 16.5" (419 mm) �;� K z DETENTION "-IE=290.58 e'•• • OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". IF IIIIIIIIIIIIIIII�IIIIIIII� +ff'' +IIIIIIII�� i 1111 SC740EPE08B (200 mm) (310 mm) 0.6" (15 mm) ; ` .•;.; PERFORATED SC740EPE10T 14.5" (368 mm) ELEV 290 58 "STANDARD i HDPE 10" 250 ( 340 , '.• L r: c• •'�:' ° 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". A_ I STORMTECH �J/ UNDERDRAIN SC740EPE106 mm)13.4" mm ( ) 0.7"(18mm) •:?: �'� ,;,,t.; END CAP : f]rs (Ir, r)r: r I urlVii,tI.J1J1yf;)Ilr SC740EPE12T 12.5" (318 mm) --- j, ::%:r: 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL I. rir fir, 'J1_ SC740EPE12B 12"(300 mm) 14.7"(373 mm);y: --- 1.2" (30 mm) _ .9•= ' z #8 GALV MATERIALS. I lr,Ir, l�r'i[,�11s I JvJI 1-- SC740EPE15T 15" 18.4" 9.0" (229 mm) TYPE 9 MINERAL ., • ''t:;: ' DEFORMED REBAR B B n'r., �J� tJr, �]r�-� Jr� sC740EPE15B (375 mm) (467 mm) -- 1.3" (33 mm) w- , :°�::.;. - `" ,. :•:.•��•. ••''`' STEPS 12" APART 4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. 7 (;; i11 j' 1L�11 ll��j 1 11cI1 SC740EPE18T 5.0" (127 mm) -'- AGGREGATE W / '. '� NO ISSUE DATE > I� f_N tJf(, .JC,rJcs �)rc: rlN,, SC740EPE186 18" (450 mm) 19.7" 500 mm ( ) „ 4 1.6 1 mm ( ) PORTLAND CEMENT :•'": ; ; �, .:;-:-, {; ; ~; ::•:.; :.. s:;. •.;; �• •...- : : »; ::.;. 5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE FOUNDATION STONE )( d f �Jl'.f 1r, 1 }7i.;/J �� . --- ;.;• ! r, , ,.t,�.•.�.,r.�,�.:;.;�,•.; fi;y� ;;*. ;T•.v Sheet WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 1 1 BENEATH CHAMBERS 1 ` t �,� , ,t �� __ �t %: �? IC)( . ; SC740EPE24B * 24" (600 mm) 18.5" (470 mm) 0.1" (3 mm) ,,w�.;q y•;;o;`;;: „ �� :.� . , .....,.• ,�� �,�.:.� .•, .,•, _ �.•. +,�.��,• s: ; r-tit �'�:.�;,; •i + 4 Cti,�:' j ';{ , MH TYPE 48" Information ��/ it I rt n v � Ir, �, � ,! •::;;�,,•; ;/ t ),—;[�,Jt �/`// • ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF ' ::•'=::`�: ^'�'% _ �' ':• �'r' r? s•%st`';; • •z•^`•: %•''� +':• r•. Date 03/02/2015 6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. �, :_•/ "' " " "` " " " "" v/i y; /v/r. " .\v'�A •. .tom. { - ,4 '• c �`n•.••: ' "� �' �� '' ' , v/' , v v� ' ,vv<,,v%/2>//;‘>'2`.\' ADSGEOSYNTHETICS601T '\/��'/�%�//�/<) //,i' \ \ THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. �, . ^ �� ,.' , •::�'•.:- .,,;,,'..>'a -:•;' .'` ; ;'•'' Job Number C101620-06 7. ONCE LAYER 'C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL A \,\\�\;' ,,\\\/ NON-WOVEN GEOTEXTILE /// �' •. REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. ,,/j / //,U ' % ji>\ SIZE DESIGN *FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). Drawn LPL A a NUMBER AND OF UNDERDRAINS PER SITE ENGINEER 4" (100 mm) TYP FOR SC-310 SYSTEMS SECTION B-B BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. A Checked KBS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS NOTE: ALL DIMENSIONS ARE NOMINAL Approved JAJ \ c, 1j ��_2010\P105U-00:3\ -10\7-=L_9eL5ite.d,.,7 1Q/IS/2012 8:14 STORMWATER CHAMBER SPECIFICATIONS Title 1. CHAMBERS SHALL BE STORMTECH SC-740 LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO 8. ALL DESIGN SPECIFICATIONS FOR CHAMBERS SHALL BE IN ACCORDANCE WITH THE DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. MANUFACTURER'S LATEST DESIGN MANUAL. o 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE Stcirm'� RESINS TESTED USING ASTM STANDARDS. 6. ONLY CHAMBERS THAT ARE APPROVED BY THE ENGINEER WILL BE ALLOWED. THE 9. THE INSTALLATION OF CHAMBERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS1TE'Ch• Subsurface Stormwater Management- CONTRACTOR SHALL SUBMIT (3 SETS) OF THE FOLLOWING TO THE ENGINEER FOR APPROVAL LATEST INSTALLATION INSTRUCTIONS. �olNw000Rono,sulre3l Hoc<vHl��,cr°s°s� 3. CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR BEFORE DELIVERING CHAMBERS TO TI-LE PROJECT SITE: •, PHCNE:OAD,S ITE FAX: 866.3284401 HILL, C°, WWW.STORMTECH.COM • 11'1 4 I r r r I I r ,`•> MVANCED DRAINAGE SYSTEMS, INC. AU RECEIVED CITY OF TUKWILA MAR. 0 3 2015 CIVIL SITE DETAILS STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". a. A STRUCTURAL EVALUATION BY A REGISTERED STRUCTURAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE , 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET. THE 50-YEAR CREEP MODULUS , INTERNAL SUPPORT PANELS. DATA SPECIFIED IN ASTM F2922 MUST BE USED AS A PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE 7. CHAMBERS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. Stormtech SC-740 InstallatiNTS on AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET FOR: 1) PERMIT CENTER - - Storm Draina 1 =2 a Control Structure 0 g Sheet C 0 2 ... 0 2 Copyright © 2012 Perkins+Will 51 I 41 I 3 I 2 I 1 CV 0 N N M O U CO Cr)' O U co co 2 a N 0n N D C B A 3/4" CW DN teenweameeetaammeamenewanastanotomeasaleamtenmaccarasemeasouxwawaseamomerxemum 1 CWFU I MAIM WM, nnnennamIrmwomemr 3/4" CW 3 CWFU nniorsenanesnmpauma 4 CWFU 1 CWFU • 3/4" CW DN 2 CWFU 3/4" CW DN SHEET NOTES: A. ABC NUMBERED NOTES: ABC 1 CWFU MECHANTCAi_ 201 ELECTRICAL 202 b-ou ow° PLUMBING FLOOR PLAN - LEVEL 02 3/16" =1'-0" 5 4 3 2 RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bINSP • FL CK+ KU [RIZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions /-IRATE Copyright © 2012 Perkins+Will C:\Revit LoCa1\2014\Tukwila Library Structural_PJC.rvt D C B A 5 4 3 2 5 4 3 2 1 D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REV/EWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION B PERMIT REVISIONS 1/19/2015 STEEL COLUMN q COLUMN ��- I(- j I I �,�v/%� ,,, / _�,,''', ,<''� (4)#5 EQUALLY SPACED (IN ADDL. ',� TO TYP. TRANSV. ..,/ ISSUE q COLUMN PER PLAN (WF WHERE OCCURS) o 4 FOOTING TOPPING SLAB PER PLAN ARCH'L MARK SIZE REINFORCING YVIDTH BOTTOM REINF. TOP REINF. BASE ft PER 24/5-603 4 30/5-603 I I/ 1 •\ BARS) U.O.N. ISOLATION JOINT BASE ft PER 12/5-302 A 3'-0" x 3'-0" x 12" (4)#4 E.W. BOTTOM PER PLAN DEPTH LONG. TRANSV. LONG. TRANSV. (TYPE I) [BASE t 3'-0" 2'-0" (3)#5 #5 @ 18"oG (-I)#5 #5 @ 18"oG PER 22/5-301 SLAB -ON -GRADE - PER 18/5-302 AT WF COL51 B 4'-0" x 4 -0 x 16 (5)#4 E.W. BOTTOM • 1 • • •• • • 1ii 1 ii '-- I � 5'-0" 2'-6" (10)#"I #6 @ 18"oc (6)#6 #6 @ 18"oc PER PLANT.O. FOOTING EL. PER PLAN I • • O ,� iii i i u •� I ... • • I (6)ROWS OF (6)#4 TIES TYP. AT E.A. A q > COLUMN 4 FTG. STEEL COLUMN, SEE BRACED FRAME ELEVATIONS ---� • '�' • " • • '' • COLUMN 1 x xx� x x I I x x x x 1 C)d°O• ilia I.. •O°°0 ° ° •�O° g • • • • •\ • 1'-1" 1'-i" H I I I = =11 111 o, LU o -' 6 II II • III I I • =7=11E: REINF. PER ,r 2 2 / 2 2 / 1' 2 2 / 'I' 2 2 TYP. TRANSV. BARS Q o o SCHEDULE 2/5-302 TYP AT ALL BASE ft's 3105 2 PER 30/5-603 BASE ft PER BRACED FRAME DETAILS III1111E111=11=11=11=111E1111 I 1-11=11-11 3101 3100 FOOTING SIZE 4 REINF. PER PLAN 28/5-302 / FOOTING SIZE PER SCHEDULE 5 ISOLATION JOINT PER TOPPING 22/5-301 AT COLUMN SLAB PER PLAN ARGH'L 24 #3 7 21" 2 31"3-" q 2 COL. 2 6 2 1" TRUNCATE BASE L L AT WALL WHERE it ENDS / OPENINGS OCCURS - SEE L/2 NOTE 2 SLAB -ON PER PLAN -GRADE -1 x I DOWELS EMBED 20" INTO FOOTING - - el. per plan @ 18"oc EA SIDE. -' COLUMN TYPE I TYPE II THICKNESS SHEAR KEY WHERE OCCURS x x x x x x x x x oho; �� o .• _.g = = caw ,c _._•_ o PER BASE ft DETAILS SIZE L w L w TOP REINF. PER "' _ '`' =1191, ,11.111=��'-" el. — II* H55 3x3 6" 15" 5" '/2' maim SCHEDULE -SEE - (mail - per plan I I I I .- \ • • ere q" cNI BASE fit DETAILS • • • '•� 1 I •, w FOR , �: 5 H55 3%2x31/2 6" 151/2' 5" �2. LAYOUT REQUIREMENTS AT SHEAR KEYS i i I I i I I, _ N cz: A v �p w "' w ` w ti WI = u� Q 11 �� 2 11 2 jr , 3 \ s qv / / / / / / TYP. / TYP. /.:_i_." a W �- 155 4x4 12" �" 16" 5" 1/2' \ (SHIFT TOP LONGIT. BARS TO SIDES OF Q °— TYPE I TYPE �► I I TYPE z I I AT CORNERS H55 5x5 12"-1" 17" 6" 1/2' —° . ` ... KEY A5 SHOWN) ^= m v #3 STEEL COLUMN PER PLAN ons z m T / n \ BOT. REINF. 1'-0" / 1'_0" BARS A5 REGD. %"x8"x1'-6" PER SCHEDULE REINF. PER 2/5-302 �` '( 1 FOR TIE SUPPORTS PLAN D� COL. BASE W/ BOLTS ft (6)1 %4'� ANCHOR PER 12/5-302 T.O. CONCRETE WALL r 1 i OR FOOTING PER PLAN .: �/4, _ kn w o WIDTH PER SCHEDULE 4 PLAN 2'/2' @ 3'-0" WIDE FOOTING 6" @ 5'-0" WIDE FOOTING (4)3/4"0 ANCHOR BOLTS (4)3/4"0 II II q" BOLT EMBED A 3104 (CONFIGURATION VARIES) 5105 10 DOUBLE NUT OR HEADED ANCHOR BOLT ill 12 '/4 / 8 STEM WALL PER 20/5-302 / n\ III 5 /b / AT BLOCKOUT 3/4' H55 BRACE PER PLAN 1/2' H55 1 1 5x3x'/4 x 8'-0"oG NON -SHRINK GROUT ISOLATION JOINT PER 22/5-301 �WINDOW / ��i /I'- / GUSSET ft TOPPING SLAB PER PLAN 4 ARCH'L SYSTEM -1--'---1- PER ARCH L I I ze, F. PER PLAN COLUMN THICKNESS B N 6005162-43 TOP TRACK 4 ENDS OF PARTIAL SECTION EA. SIDE PER 17/5-302 - SPLICE AT 155 HEIGHT WALLS 3' - _ AV / / / 8° W10 3/" 10 12 N 14"5618 STUDS - i / CAP ft TOP PER 30/5-701 •16GA. 1 IBOT. �. x x x x ` w P I / / TRACKo•• H55 PER 16/5-302 �/4 V I I 3/8'x5Y2'x0'-6" °�,° • ° �•� • ��ga m ISTBMWALL / BLOCK-OUT FOR 7D1T 11 I EMBED fl? IV (2)ROWS OF (2)%2'dICONN. PER 24/5-701 .,I PLAN II e per plan DIRECTLY TO FTG. PER 20/5-302 — o CZ 6 1, IHH rt X 12" D2L'S @ 3"OGz . IH • nen _ II H ii 1 • I II i i i• x x x x m x x I i i• x x x x x I I_x I I. _ el STEEL COLUMN PER PLAN 0.14"� DRIVE •o Ho 11111 1° - II 1 LL o i i II �� II I 1 % PINS @ 8"OG 00 •�•.� °° o, �•� t• �`p ..• ° 11 11 1 - I Q o♦♦♦.�„• oo 2Jp .r• �•\ �Y ..• •g°'%w •E- �° In � OLTOP 0 OF CONCRETE SECTION =i - _ 0g 11=11- g°S ”- PER PLAN (2) ROWS - mid' `� OF _ . �. , .. II ��., II (4)34"o BOLTS (2)#4 TIES B .► 5" 5" Z `�' FOR GALL -OUTS 3106 V II ANCHOR 5100 FOR CALL -OUTS IN COMMON SEE DETAIL 17/5-302 310 16 FOOTING /// 13 4 REINF. PER 5129 IN COMMON SEE DETAIL 30/5-302 17 18 PLAN 610/5-302 14 DOUBLE NUT OR HEADED ANCHOR BOLT - PER PLAN / III PER PLAN WINDOW SYSTEM FOR CALL -OUTS IN COMMON SEE PER ARCM. #4 44 12"oc VERT. ---r--- ' _r_ PER ARCH'L > yr q COL. _ 4 '7-4 @ # I i (2) 4 AT TOP OF WALL _T_4_T_ 1 � I 1 1 1 1 I I t.o. wall el. per plan / DETAIL 24/5-302 i 24 EXPOSED BRACED FRAME - SEE ELEVATIONS ISHALL -7H- I r- COL. ' ' � EXTERIOR GRADE #4 ' EXPOSED BF COL. %2'x18" BLOCKOUT FOR COL. I I COL. PER PLAN W/ BASE ft PER 18/5-302 i WALL REINF. 1 I I PER 24/5-302 x @ 24"OG i PER CIVIL/LANDSCAPE ' , t.o. wall el. per plan - 5 ELEVATIONS EMBED ft W/ (q) /2'�x 1'-6" I < COL. PER PLAN • • TOPPING SLAB BLOCKOUT FOR COL. NOT BE LARGER .. PER PLAN ARGH'Lcol. Fril " ► (2)#4 @ 12"oc ��r D2L'S W/ STD. TOPPING SLAB PLAN & ARGH'L I I I I I I I • • WALL PER 4 REINF. 22/5-302 webs ,/4V t at cola yp. •'HOOK AT END @ 7"oG EA. WAY ISOLATION JOINT 6"PER THAN ARCH L COVER It.p; l - _ III PER 22/5-301 _+ / CONC. CURB PER 30/5-302 SLAB -ON -GRADE _ �`, -SEE ARCM.. • • - I I = I I III = w P II 11- PER PLAN 1 1' GLR. 2 SLAB -ON PER PLAN -GRADE • • I / flanges 546 V 4 -PER ARGH'L - • • < WALL DOES NOT OCCUR AT SIM. el. per Ian p p el. per Ian p p _ _ _ = x x , 1 • x x I x x x x x x x x - ♦♦♦♦�♦ ♦♦ I HORIZ. REINF. x x x x x • < DOWNTURNED 7r = I I I I I =11=11=111E1111 1= I I = I I o�°�o•' • ��o o.,+ �1. Q I PER 30/5-302 ♦ �A • • ♦ 4 ♦ WATER STOP ♦♦ ♦ ♦ o�o•••• �•i� • oo ..• SLAB EDGE 00 'A ..• • •° z AT COLD JOINT 1 _ = o ° ° �'q ° �. . •�• .1'0° ..: �• •_•'o � xx �� _ _ - ♦ - =11 11_1 _' =1 _ _ I -11= � o PER 24/5-302 ■i #5 DONT. I I _ 1 _ • _ �• ► ;• ? o PER ARGH'L•FTG. x x x x x x x x x - _ - ♦ o�♦�♦ •♦�♦�♦�♦�� o •_ III - =I ► O go I 1 11 1 ISOLATION JOINT °1— = = o �TTTTTT�goB TOP 4 BOT. = =1, _ I • :. '°II PER PLAN u II I I iTe4 m - _ ° el. per OPI PER 22/5-301 b 11 = I =_=1► _ • u u u FOOTING 1 11 plan 1 11=1==1► #6 18"oG __ _'_ � 4 SCHEDULE OF 6/5-302 > PER PLAN 4 SCHEDULE n 1m ; CZ `� 10" FOOTING DRAIN WHERE OCCURS PER CIVIL @ • • o • • FOR CALL -OUTS IN COMMON SEE DETAIL 30/5-302 3901 #4 x �@ 12"oG AT COL. BLOCKOUT 20 FOR CALL -OUTS FOR CALL -OUTS IN COMMON SEE DETAIL 24/5-302 3108 22 _ /T OF 6/5-302 3103 / 3102 IN COMMON SEE DETAIL 21/5-302 51 50 '19 (6)#5 TOP r _ �� 3113 PER PLAN BUT. PER PLAN z-11 y 21 EQ EO.23 24 PER PLAN DIM. TO ADJACENT COL. PLAN BEYOND COL. q WINDOW SYSTEM PER ARCH'L COL. PER PLAN PER PLAN 8 �8 6" STUDS PER 18/5-701 << GRID PER PLANBLOGKOUT TJi- PER PLAN CURB PER 26/5-302 FOR COLUMN I EXTERIOR PAVING I PER CIVIL/LANDSCAPE #4 / y FACE OF FINISH x IN EPDXY HOLES I @ 18"oC GROUTED �- PER ARCH'L # �-H--r- STUDS #4 5 WINDOW/DOOR SYSTEM PER ARCH'L I I 1 I I 1 i 1 I-1.-- I� 6 PER 18/5-701 PER ISOLATION JOINT PER 22/5-301 � W/ BASE ft PER 12/5-302 II) I I T I 6" STUD WALL PER 18/5-701 36 #4x-1@2406 IN EPDXY GROUTED 1 /4 I x 18"oG IN EPDXY GROUTED 51"(TYPE 2 EXTERIOR PAVING I I DIM POINT PER ARCH L TOPPING SLAB PER HOLES HOLES , / / PER CIVIL/LANDSCAPE I ' ( SEE ARGH'L FOR; < FOR (2)#4 CONT. TOP A el. = 21-1-0 I GEOMETRY , I EXTERIOR PAVING PER CIVIL/LANDSCAPE PLAN if ARCH'L 1 SEE ARCH L GEOMETRY I 111=11E _ 1 1 11 11 x x x x �rlll ♦♦♦ ♦♦♦ 1I 1 I - -1z' z♦z♦z♦z♦e �� I _ V -- n• #4 L,@ o • (5)#4 GOVT. HORIZ.° ° c: •-rg : _1 . #4 ° °°�:.41. ° °•gg. I CONC. WALL , -�I,r ll=�I��ll • (2)#4 CONT. •-•... . x @ 12 oc -x x x x x • i I 11- II _ - - II 6 if REINF. BASE ft /2'x6"x0'-8" I x 18 oG EA. SIDE �,,i•- '• O �0�-11191- _ __ _ _ '= - BASE ft = PER 12/5-302♦�♦�♦�♦�♦�♦�♦=� Ili = �nC, I j . , PER 30/5-302 W/ (4)ANCHOR RODS •_ .. ►► _ - I 1 - _• , ° o g°° AT COL. BLOCKOUT e1. per Ian p p 11 n _ =111=111= - �� " _ 00 .•.•.��� ° °°off•,: - #4 III_ -_ 1111E111=11=11= fie 11=11=111E1111 • •• HORIZ. CONT. _ _ 1-x x x- 1-x I,. i. A 11-11=_ • 11=1 II I -11 #4 TYPE 1 • 11 11 11 11 11 11 PER 12/5-302 AT 3 /5 oG n 11 `°`; 1 r "` ♦gig♦�♦�♦�♦�♦�� iv - -4r -4; 1'4 11 5 " , EXTERIOR 11 _I _116 I = Bi` q� O t/O S O�°0oer Y�QQoD, �•, o0 Zb: � Y moo, 2 /,O°�' Oq� GRADE PER #6 • • i i • i o • .= CIVIL/LANDSCAPE �1 I► @ 12"oG LONG._ / — —111=111 - • O go - - ° TOP � BOT. PER PLAN @ 18"oG VERT. - SLAB -ON -GRADE PER PLAN - °g (3)#5 CONT. #4 18"oc . / / A 4 4 q" 6 " q" 3112 x _I @ FOR CALL -OUTS IN COMMON SEE EQ. EQ. 5151 * NOTE: OMIT CURB AT DOORWAYS FOR CALL -OUTS 4 EXTEND TOPPING SLAB TO EDGE 3900 IN COMMON SEE DETAIL 24/5-302 OF FOUNDATION. 26 - FOR CALL-OUTSo FOR CALL -OUTS 3110 COMMON SEE DETAIL 30/5-302 29 RIGID INSULATION 31 PER ARCH'L N b IN COMMON SEE 31 1 1 / / '� / 27 __-IN DETAIL 24/5-302 #5 28 DETAIL 28/5-302 / 25 @ 12"oG TRANS TOP 4 BOT. l'i)za, 2.1 5 4 3 2 1 D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REV/EWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 1 0/1 0/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title CONCRETE DETAILS F E 1 2 2015 D MIDDLETON, INC. Copyright © 2012 Perkins+Will CV 2 o- •N-_ Cr; M D C B A 2" CW DN L-2 WH -1 1 MECHANICAL 2.01 1 3/4" INDIRECT DRAIN FROM RH-1. ROUTE DISCHARGE TO FD -2 W/ AIR GAP 1" CW UP TO ROOF HYDRANT FD -2 4" V UP TO VTR , 35 FU SEE MECHANICAL FOR CONT. HWR, CW & HW RISERS DN TO BELOW 2" V UP FROM BELOW 4" V UP FROM BELOW 3/4" CW 1" RPBP FOR HYDRONIC MU 2 LEVEL 2 - PLUMBING MECHANICAL ROOM PLAN 1/4" =1'-0" 3/4" HWR 1" CW 1"HW DN FROM ABOVE SK -1 STAFF OFFICE 1W 87 SF i wean 2FU BREAK 116 142 SF P05-01 VVOMVMEN FD -1 (TYP.2) 126 18 FU DF -1 7 FU JS -1 ST . rOiTET • J/ NITOi- WC -2.,. I.... FD -1 / 2"VDN 2FU 411111.3.11. 3FU` 1 DFU DN 2 DFU DN IVIPI� 1/2° H 113__. 2" CW (TPV za 4"VUP f ano.merom.,,,®e..... -„sua33 FU_..__,,,.",.".-.",.".-.-,." 3/4" CW 6 FU PIPING NOT TO COME IN CONTACT ACOUSTICAL WALL. LEVEL 1 - PLUMBING RESTROOM PLAN 1/4" =1'-0" SHEET NOTES: A. ABC NUMBERED NOTES: ABC RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System WSP• FLOC+L(, RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title PLUMBING ENLARGED PLANS p APP/16,1lit • zsb Sheet P03-01 Copyright © 2012 Perkins+WII 4/20/2017 12:31:41 PM C B A T.O. ROOF - EAST 320' - 5" SILL (a CLERESTORY 312'-4" di LEVEL 01 296 - 8" B5 A11-10 A5 A11-10 ✓f VIII ILII 1111111111111111111111111111111111 11111111111 1 III 11111111111111111111 11111111111111111111111 111111! II lIiifiiI I I I I II!iii11111111 1 r, 11 i 11111 / / 1 1111 1111111II ili I III LONGITUDINAL BUILDING SECTION LOOKING EAST 118" =1'-0" STAFF 117 MECHANICAL 201 .00 N Z.N / N./ TRANSVERSE BUILDING SECTION LOOKING SOUTH / / / / ELECTRICAL 202 CHILDREN'S 112 0 / Ii I i`1 iIi (iii i 1111111111111 I) lir] [IT 1(1 I II 11 lli / IIIII11111111 N in \ T.O. ROOF - EAST 320' - 5" \SILL (a. CLERESTORY 312'-4" _N,_ LEVEL 02 Alic 307' - 2" to 0 T.O. ROOF - WEST 314' - 0" LEVEL 02 307' - 2" 1/8" =1'-0" T.O. ROOF - EAST 320'-5" \ SILL A CLERESTORY 312'-4" OUTDOOR TERRACE LEVEL 01 296'-8" ED) EE 9 Q TRANSVERSE BUILDING SECTION LOOKING SOUTH 5 SEIMI T.O. ROOF - WEST 314'-0" TUKWILA INT. SIDEWALK BLVD 4 3 T.O. ROOF - WEST 314'-0" LEVEL 01 296'-8" TRANSVERSE BUILDING SECTION LOOKING NORTH \ T.O. ROOF - WEST 314' - 0" SIDEWALK T.O. ROOF - EAST 320' - 5" SILL @ CLERESTORY 312'-4" LEVEL 02 307'-2" LEVEL 01 Amit 296'-8" 13 TRANSVERSE BUILDING SECTION LOOKING NORTH 1/8" =1'-0" 2 1111111 I 111111 11 11111 111111111111111111111111111111,1 \ rVISION T.O. ROOF - EAST 320' - 5" SILL © CLERESTORY 312'-4" LEVEL 01 296' - 8" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 6 2011 City of Tukwila BUILDING DIVISION D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library. 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System FOR CONSTRUCTION 07/29/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date 8163 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions 1 ASI 019 04/20/2017 NO ISSUE DATE Sheet Information Date 7/22/2016 Job Number 161028.000 Drawn HH Checked RB Approved KK Title BUILDING SECTIONS RECEIVED CITY OF TUKWILA APR 2 0 2011 PERMIT CENTER Sheet A11-10 Copyright © 2015 Perkins+Will C-) W //i FIN. GR. 2" DEPTH MULCH, 1" BELOW PAVING FIN. GR. PLANTING SOIL 1/4" R. TOOLED EDGE, TYP. • O�=�U(.,'(i�)Q( •II II II III II Ii III- III 1I A. SCORE JOINT • 21 III III ISI -....I I I II I........III ........ C.I.P. CONC. PVM . U � W COMPACTED SUBGRADE CONCRETE PVNG.— FIRST POUR CONCRETE PVNG.— SECOND POUR i" I.J. W/ SEALANT, RECESS SEALANT, COLOR TO MATCH CONC., SAND COAT C. CONSTRUCTION JOINT CONCRETE PAVEMENT JOINTS SCALE: 1" = 1'-0" 1/2" TYP. N 1 8" CONTROL JOINT — 1/4 DEPTH OF SLAB U LEGEND O CONCRETE PVMT. W/ LT./MED. SANDBLAST FINISH 0 1/8" SAWCUT JOINTS. NO SHINERS/BANDS. 0 3/8" ISOLATION JOINT MATERIAL. � `'r°)iJl�`m Jl' ` AGG. BASE, REF. CIVIL 1 1;7111_1771111-1-1:1 1:1 I 1 .I 1 1 =-1 IL.... _I 11.. 1 1.::....-1 1. 1 I I:...:: 1 1 B. CONTROL JOINT FIXED ELEMENT, I.E. WALL, STEP, COLUMN, VAULT OR CURB N "V" JOINT IN TOP AND (3) #4 CONT. HORIZ. EA. FACE R=1/8" ALONG TOP EDGE SEATING SIDE, TYP TRENCH DRAIN & CONC. COLLAR, REF. CIVIL TILE PAVING, REF. ARCH. FINISH GRADE FRONT FACE D. ISOLATION JOINT JOINT ENLARGEMENT SCALE: 2"=1'-0" 2'-10" (24" MIN.) f CONCRETE SEAT WALL @TERRACE SKATE DETERRENT, SEE LO1-01 FOR LOCATION & QUANTITY TOP OF SEAT WALL TO REMAIN LEVEL ALONG LENGTH OF SEAT WALL R-1/8", TYP. ALONG ALL EXPOSED EDGES #4 n © 12" O.C., MAX SPACING CIP CONCRETE, LIGHT SANDBLAST FINISH ADJACENT PLANTING AREA OR PAVEMENT EXPANSION JOINT #4 @ 12" O.C. (4) #4 CONT. CONC. FTNG. COMPACTED SUBGRADE ENLARGEMENT OF ISOLATION JOINT. SEALANT, RECESSED, COLOR TO MATCH CONC., SAND COAT TUKL_DETI "V" JT., TYP., SEE L01-01 FOR LOCATION & QUANTITY SKATE DETERRENT, TYP., SEE L01-01 FOR LOCATION & QUANTITY R=1/8" ALONG TOP OF EDGES OF WALL FRONT SIDE TOP OF SEAT WALL TO REMAIN LEVEL "V" JT. SEATING SIDE, DO NOT RUN JT. DOWN BACK SIDE FINISH GRADE ELEVATION NTS SCALE: 1" = 1'-0" (OR AS NOTED) TW • 1'-6" E.J. ri 1 U?.) U 0V(J II L........... -I I�...._.. _!.....!....L......._,..i ..........! <I _III 7- 0- - <> A v N) J 7 .0 <1 A 3<0 n I11,-11I,I1I;;III , I SKATE DETERRENT, SEE L01-01 FOR LOCATION & QUANTITY 1/8" R. EASED EDGE ALL EXP. EDGES #4 @ 12" O.C. C.I.P. CONC. FIN. GR., CONDITIONS VARY, SEE PLANS #4 @ 18" O.0 VERTICAL #4 @ 12" O.0 HORIZONTAL I1I,;,III ,III ; 111,; 2'-6" C.I.P. CONC. SEAT WALL SCALE: 1 1/2" = 1'-0" #4 @ 12" O.0 EACH WAY CONC. FTNG. COMPACTED SUBGRADE 1'-6" END ELEVATION TUKL—C Z!III4I- I - i\\i\\i\\i\\i\\i\\i\\i\\i\\i\i\\\i\\ FLAGSTONE PAVING STONE PAVER EDGE RESTRAINT FIN. GR. MULCH SAND, 1" DEPTH i"(—) CRUSHED ROCK BASE, COMPACT TO 95% PLANTING MEDIUM, SEE SPECIFICATIONS COMPACTED SUBGRADE SCALE: 1" = 1'-0" ESCUTCHEON PLATE, TYP., SEE DETAIL 7/L01-02 SKATE DETERRENT, TYP., SEE SPEC TUK / ADJACENT PLANTING AREA 8" 18" MIN. BOULDER: SAWN TOP & BOTTOM, THERMAL FIN. TOP SPLIT FACE SIDES 1/4" SAND JT. ADJACENT PAVERS, 1/L01-02 NOTE: PLACE ALL BOULDERS PRIOR TO PAVING, TOPSOIL PLACEMENT, IRRIGATION, OR LANDSCAPING. STONE SEATING COMPACTED 4" DEPTH 3/4"(—) C.R. BASE SCALE: 1" = 1'-0" EQ. EQ/ . 1'-0" 1'-2" 11" 2 1'-5" 1/2" RADIUS, TYP. 1.9" O.D. SS PIPE HANDRAIL 4" SS FLAT BAR POST, TYP. WIDTH TO MATCH PIPE STOP OF STAIRS • .1 V I THICKENED CONC. @ POSTS 1/8" R. EASED EDGE, TYP LT. SANDBLAST FIN. ALL EXP. SURFACES FIN. SURFACE SEAT WALL TO REMAIN LEVEL ALONG LENGTH OF WALL FRONT ELEVATION WC_ CONC. SEATWALL E.J., TYP. C.I.P. CONCRETE STAIRS W/ HANDRAIL SCALE: 1" = 1'-0" I1 III` II1= ESCUTCHEON PLATE, TYP., SEE DETAIL 7/L01-02 CONC. PVNG., TYP TUKL_DET/ NOTES: METAL EDGING ISOMETRIC VIEW SPIKE NTS METAL LANDSCAPE EDGING, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS GRAVEL, SEE L01-01 SEE PLANS FOR DIMENSIONS CROSS SLOPE z COMPACT GRADE ADJACENT TO RESTRAINT FILL ALL VOIDS UNDER RESTRAINT FOR PROPER SUPPORT GEOTEXTILE FABRIC METAL SPIKE PER MANUFACTURER'S RECOMMENDATIONS FOR SECURING EDGING COMPACTED SUBGRADE GRAVEL WITH METAL HEADER SCALE: 1" = 1'-0" 1. SHOP DRAWINGS REQUIRED FOR ALL HANDRAILS. 2. ALL METAL COMPONENTS FOR HANDRAILS TO BE STAINLESS STL. W/ SATIN FINISH. 3. WELD ALL COMPONENTS W/ $" ORNAMENTAL QUALITY FILLET WELD, GRIND SMOOTH, TYP. 4. FIELD MEASURE FOR ALL HANDRAILS. EXPANSION JOINT, TYP. CORE DRILL CONCRETE AND SET POST IN NON—SHRINK GROUT, TYP. C.I.P. CONC. COMPACTED SUBGRADE #4 @ 18" O.C. EA. WAY, TYP. (1) #4 @ EA. NOSE 1/8"/FT. SLOPE, TYP. (3) 1/4" WIDE X 1/2" DEEP NON—SLIP GROOVE EACH TREAD 1" SEPARATION BETWEEN EACH GROOVE (2) #4 AT BOTTOM SECTION SECTION HANDRAIL EDGE OF PVMT. THICKENED EDGE TUKL_DETAILS2.DV N) N HOLE BELOW PLATE POST 1/4" SS COVER PLATE 3 7/8" 1 7/8" TUKL_DET/ 1/4"R AT CORNER, TYP. CONT. WELD EASE TOP EDGE, TYP. ESCUTCHEON PLATE SCALE: 3" = V-0" —0" D C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System KAREN KIEST landscape architects w. john st, suite 305 seattle wa 98119 tel : 206.323.6032 LAN STATE OF WASHINGTON LICENSED HITECT KA' EN S. K'EST LICENSE NO.850 EXPIRES ON 12/10/2013 PERMIT REVISIONS 10/10/2014 CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date PERMIT REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 I City of Tukwila I BUILDING DIVISION A RECEIVED CITY OF TIUKWILA OCT 1 4 2014 PERMIT CENTER Revisions 10/10/2014 A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Date Sheet Information 10/10/2014 Job Number TUKL Drawn KM Checked KK Approved KK Title LANDSCAPE SITE DETAILS Sheet L01 -02 • •••w•r «••••• •w.••• D C B A 5 GLU-LAMINATED BEAM, SEE STRUCTURAL 5 STEEL BEAM, SEE STRUCTURAL 4 3 2 NOTES: 1. NOT ALL LIGHT FIXTURES ARE SHOWN. FIXTURES ARE SHOWN TO DEMONSTRATE RELATIONSHIPS AND TO IDENTIFY CRITICAL DIMENSIONS. DIMENSIONS NOT EXPLICITLY IDENTIFIED ARE GENERALLY CENTERED IN CEILING GRID, CEILING TILE, STRUCTURAL BAY, OR SIMILAR. SEE ELECTRICAL LIGHTING PLAN AND LIGHTING SCHEDULE FOR MORE INFORMATION. 2. HVAC DIFFUSERS ARE SHOWN FOR DIMENSIONAL CONTROL ONLY - SEE MECHANICAL FOR MORE INFORMATION. 3. ACOUSTIC CEILING TILE GRID TO BE CENTERED IN ROOM OR ALIGHNED WITH PARTITIONS, WHERE POSSIBLE OR UNO. 3'-5" 1'-7" 127'-0" CROSS -LAMINATED TIMBER DECK, WD -1, SEE STRUCTURAL O 1'-2" BELOW DECKING (.1) REFLECTED CEILING PLAN - UPPER LEVEL 4 3 2 D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA Date JUN 2 1 2013 PERMIT CENTER ISSUE —I DATE Sheet Information 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title REFLECTED CEILING PLAN - LEVEL 02 Sheet A05-02 Copyright © 2012 Perkins+Will 6/ZU/ZU13 11:U1:10 PM c:\temp\161028 Tukwila_herzerh.rvt 5 1 / / / / \ HARDWARE HARDWARE AT SLIDING DOOR LOCKSET WHERE OCCURS J J OL - KICKPLATE, 0 w w 1n-,„ WHERE OCCURS DOOR HARDWARE HINGE Q / / HINGE c_ \ HINGE c2 4 PUSH PLATE EXIT DEVICE PULL BAR — PUSH -PUt 1 MANUAL DOOR OPENER / / 3 LL cD 0 w J W 0 TACTILE SIGNAGE FOR MTG. HEIGHTS GRAB BARS SEE TYP. TOILET ROOM ELEVATIONS ABOVE ALIGN TOILET PAPER DISPENSER TOILET ROOM ACCESSORIES 5 TYPICAL SANITARY NAPKIN DISPOSAL (WOMEN'S RESTROOM ONLY) O RECESSED SANITARY NAPKIN DISPOSAL (ACCESSIBLE WOMEN'S STALL) 4 TOILET SEAT COVER 2'-6" 3'-6" MIN. PLAN - ACCESSIBLE BENCH LOCKER ROOMS AUTOMATIC DOOR PUSH PLATE CARD READER 1 a POWER OUTLET DATA / PHONE OUTLET GENERAL ELECTRICAL OUTLET, PHONE JACK, DATA OUTLET, TV JACK, OUTLETS W/ ELEMENTS ABOVE IF OCCURS 2 TYPICAL OUTLET SPACING FOR OUTLETS SHOWN ADJACENT MISC. ELECTRICAL / COMMUNICATION DEVICES THERMOSTAT TELEPHONE 1 8" TO BOTTOM a =IRE ALARM STROBE LIGHT OR COMBINATION LIGHT/HORN CEILING 1 EDGE OF DOOR FRAME FIRE ALARM PULL STATION SAIITCHES WV CONTROLS CEILING STEM MOUNTED PERPENDICULAR TO WALL jOSURFACE MOUNTED dx WALL MOUNTED EXIT SIGN FEC- FIRE EXTINGUISHER CABINET EXIT SIGNS & FIRE EXTINGUISHERS FE- FIRE EXTINGUISHER ELEVATION- ACCESSIBLE BENCH 'TYP. LOCKERS ACCESSIBLE LOCKER BOTTOM SHELF ACCESIBLE LOCKER - ELEVATION 10" MAX T 2'-6" R2'-6" ACCESIBLE LOCKER- PLAN / 4'-0" ELEVATION -LEFT SIDE JANITOR MOP SINK MOP RACK TRIM ALL EDGES AT WALL PROTECTION WALL PROTECTION, AC -1 BASE PER SCHEDULE JANITOR'S MOP SINK CUSTODIAL ACCESSORIES 4'-0" ELEVATION -RIGHT SIDE JANITOR MOP SINK TRIM ALL EDGES AT WALL PROTECTION WALL PROTECTION, AC -1 JANITOR'S MOP SINK BASE PER SCHEDULE 10" 2' - 6" MAX PARALLEL SIDE REACH - HIGH AND LOW LIMITS UNOBSTRUCTED FORWARD REACH -HIGH AND LOW LIMITS 18" MIN 18" MIN TYPICAL STALL ELEVATION - FRONT WOMEN AND UNISEX TYPICAL STALL ELEVATION - SIDE • co 411 54" MIN 6"C– / /1 _ 42" MIN 3'-4" c_ \1'-6" 7" / / / c_ c 0© WOMEN AND UNISEX ACCESSIBLE RESTROOM/ STALL ELEVATION - SIDE TOILET ROOM PLUMBING FIXTURE AND ACCESSORY LOCATIONS • ACCESSIBLE STALL ELEVATION - FRONT 1'-5" Eo M URINAL ELEVATION - SIDE LAVATORY ELEVATION - FRONT OF MIRROR AND LAVATORY WALL HUNG LAVATORY WRAP PLUMBING W/ INSULATION NO SHARP OR ABRASIVE SURFACES OR EDGES UNDER SINK 6" MAX AT TOE CLEARANCE 8" MIN KNEE CLEARANCE ELEVATION - SIDE RECESSED WASTE RECEPTACLE 1 WALL MOUNTED SOAP DISPENSER TO CONTROLS PAPER TOWEL DISPENSER 3 Al DIAPER CHANGING STATION LINE OF CHANGING SURFACE WHILEOPEN 1 Al TOILET ACCESSORY SHELF is M EN ACCESSIBLE HEIGHT Al COAT HOOKS 2 0 TO REFLECT. SURFAC UNISEX TOILET MIRROR 2'-0" OFULL HEIGHT MIRROR w Cf CO LL0 K3 COAT HOOKS ACCESSIBLE HEIGHT U) b 13-1.1 cot 1 REVIEWED FOR ,ODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTER® ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions RD CITY OF TUKW JUNECEIVE21 2013 ILA PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title TYPICAL MOUNTING HEIGHTS Sheet A00-1 2 Copyright© 2012 Perkins+Will i I 0 I I I � I� ! i I I 11 I —. I I ( ! I I 'TYP. LOCKERS ACCESSIBLE LOCKER BOTTOM SHELF ACCESIBLE LOCKER - ELEVATION 10" MAX T 2'-6" R2'-6" ACCESIBLE LOCKER- PLAN / 4'-0" ELEVATION -LEFT SIDE JANITOR MOP SINK MOP RACK TRIM ALL EDGES AT WALL PROTECTION WALL PROTECTION, AC -1 BASE PER SCHEDULE JANITOR'S MOP SINK CUSTODIAL ACCESSORIES 4'-0" ELEVATION -RIGHT SIDE JANITOR MOP SINK TRIM ALL EDGES AT WALL PROTECTION WALL PROTECTION, AC -1 JANITOR'S MOP SINK BASE PER SCHEDULE 10" 2' - 6" MAX PARALLEL SIDE REACH - HIGH AND LOW LIMITS UNOBSTRUCTED FORWARD REACH -HIGH AND LOW LIMITS 18" MIN 18" MIN TYPICAL STALL ELEVATION - FRONT WOMEN AND UNISEX TYPICAL STALL ELEVATION - SIDE • co 411 54" MIN 6"C– / /1 _ 42" MIN 3'-4" c_ \1'-6" 7" / / / c_ c 0© WOMEN AND UNISEX ACCESSIBLE RESTROOM/ STALL ELEVATION - SIDE TOILET ROOM PLUMBING FIXTURE AND ACCESSORY LOCATIONS • ACCESSIBLE STALL ELEVATION - FRONT 1'-5" Eo M URINAL ELEVATION - SIDE LAVATORY ELEVATION - FRONT OF MIRROR AND LAVATORY WALL HUNG LAVATORY WRAP PLUMBING W/ INSULATION NO SHARP OR ABRASIVE SURFACES OR EDGES UNDER SINK 6" MAX AT TOE CLEARANCE 8" MIN KNEE CLEARANCE ELEVATION - SIDE RECESSED WASTE RECEPTACLE 1 WALL MOUNTED SOAP DISPENSER TO CONTROLS PAPER TOWEL DISPENSER 3 Al DIAPER CHANGING STATION LINE OF CHANGING SURFACE WHILEOPEN 1 Al TOILET ACCESSORY SHELF is M EN ACCESSIBLE HEIGHT Al COAT HOOKS 2 0 TO REFLECT. SURFAC UNISEX TOILET MIRROR 2'-0" OFULL HEIGHT MIRROR w Cf CO LL0 K3 COAT HOOKS ACCESSIBLE HEIGHT U) b 13-1.1 cot 1 REVIEWED FOR ,ODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTER® ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions RD CITY OF TUKW JUNECEIVE21 2013 ILA PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title TYPICAL MOUNTING HEIGHTS Sheet A00-1 2 Copyright© 2012 Perkins+Will D C B A 5 MEMBRANE ROOF (R-3) BELOW, - SLOPE AT 1/4" PER FOOT MIN. D4 r I 4 I 3 2 1'-1" 39'-2" A3 A11-10 29'-8" 15'-4" A5 A11-10 14'-61/2" SLOPE TO DRAIN SLOPE TO DRAIN SLOPE TO DRAIN_ —SLOPE TO DRAIN 1'-7" 2'-0" - 5'-0" q- 5'-0" 5'-5" 5' - 5" 5' 5'-3" 5'-3" 5'-5" c- 5'-5" / w 0 CO 5'-5" q- 5'-0" 5' - 0" -- 5' - 0" q- 5' - 0" L11 CL 0 CO 5'-0" - 5'-0" - 5'-0" 5'-0" - 5'-0" q- 5'-0" 5'-0" q - w 0 5'-0" - 5'-0" - 5'-0" c_ 1'-1" EN \ 4\ MEMBRANE ROOF (R-3) BELOW, SLOPE AT 1/4" PER FOOT MIN. MEMBRANE GUTTER, SLOPE TO DRAIN AT 1/8" PER FOOT MIN. 1 LINE OF UPPE I cV I ' o) N. \ \ SLOPE A11-10 1 5 is I i LOUVER, TYP. 8K BELOW MECHANICAL 201 OPEN TO BELOW 8K HINGED GATE AT GUARDRAIL 24'-41/2" • N in LU LU 'EQ EQ LI (8D) ROOF HATCH ABOVE ROOF ACCESS LADDER (201) N ELECTRICAL 202 2B CENTERLINE 0 MOUNTED ON T I NDIRECT FIXTURES ♦4. OF PLYWOOD LID i A, l \ GRILLE PENETRATION ACCESS PANEL GRILLE PENETRATION, �—, SEE MECHANICAL 1I - _ — _ — _ — _ — _ — - — - — -I- ACCESS PANEL A M M PAINTED PLYWOOD LID, P-2 t MOUNT HOIST ANCHOR TO UNDERSIDE OF CROSS LAMINATED TIMBER STEEL SHIPS LADDER GUARDRAIL 10" J FACE OF WALL BELOW A4 A10-55 GRILLE PENETRATION, SEE MECHANICAL ACCESS PANEL -r----------------- SLOPE c \ ROOF ABOVE, TYP. Q) kr Q) kr N- A) \ l� ro SOFFIT WITH CONCEALED DUCTWORK WALL MOUNTED INDIRECT LINEAR LIGHT FIXTURE, TYP 1' - 2"` - EQ EQ TYP. TYP. U "u I PAINTED MDF LID, P-4 \ L� \� FLOOR PLAN - LEVEL 02 / LOWER ROOF PLAN SINGLE SHEET FORMED METAL PANEL SILL BELOW, EP -3 PAINT EXPOSED SURFACE OF GALVANIZED DOWNSPOUT, TO MATCH EP -4, TYP. OF (4) n) 3/16" =11-0" I 4 3 I 2 1.1 RECEIVED CITY OF TUKWILA OCT 1 4" 2014 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title FLOOR PLAN - LEVEL 02 / LOWER ROOF PLAN Sheet A04-02 Copyright © 2012 Perkins+Will 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 IRRIGA�N`SYSTEM\ CON COORD , AT'-LOCATIONWI ARCHITECTURALDRA N S Lighting Design and Consulting SPARLING 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.com 1 Ply `EQORDINATE LOCATION WITH'CIVIL��I' „VIDE FIRE FARM: -SYSTEM .MONITORING y- C,--- y. y. y. '� , 1- .F y -A y *• / i� .F X 1. y- -4. Gv.,--. y y y .F F .F .F F \.,,. y F y, i •F y� y. �\f x y- �r F -F-F y ,_. 'F X Y. ;t ��/ T .- ' Y' -F F ▪ r i:, .� y. �F -F X • i. y' -F -. J •f. J. y- y y. -F ../- -A. -F x .F - • F + x 1 x r -i- '4,18‘,..'1 -.!.._\1 F y.* y- y- y. ��'Vi•:. • • -a 444 TYPE VAULT- TYPICAL A LU T TYPICAL MEET ME_,V TO INTERCEPT EXIST] COMCAST FIFER OP11C FACIUTIES. 7,.>7."4;\"...7"""‘A/ xv.-TK^ A'L"�" '!K.:l<y°'� ( b")'• xr �`c---•x`-- F I • 'F x � a' ".r�r ..?:r wri.r' tw`.�yi.L r `, :..,y..,..\�y.r ..✓ x �\r. \ h x, w»:x' x"`x;'"'`+r'fi� .c;:rSr. % x, ,' .r -k a axCxl a • a a"), x a a` SF 7 ,7 7%707: )7Z-7 x �ii n'r,' Fi 7 x 7.7%,<r:• x^ x, •",i• x 7 x e v7 x ;F7 x x )>z ., x �7 \..fF - f7c-iR YKTt (/ �"�l<' x .K'x - Mr -N � �"�?<-J. -fY•-sl<-)Y-fl<+� K h f K K K K �< Rc �< d< �< x � x xK \ a �• :< x< iF �< �< � � .K �< x A< � +2< x 9.< x >2< >F .X "�x'< x'< Jl< 1< R< . 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ABC NUMBERED NOTES: acc HVAC ROOF PLAN 3/16" =1'-0" mum= marmummartumummmamommmarmummcmommoommmocamommxmemmomemmmmmmmommmtmumommtcaramommamromummoommo. =me emximmmammormemmemm mommumomummemmmommememommmumommomemomsammammemeammtmemmatemmmmmeammewimmmommummommommomeamemormammmemenommvenommommummemmemmammmommommemmmanummormnammomemmommommom.. mamma ammtmomomeno mmatm mlmrmmomommmmmmmmmmmmmmmmtamrmmmmmrrmmmmKmmtmmmmmmmmnarmomqmmmmmmmommmmmmmmm motimmrmm NOT USED PROVIDE WINDOW CONTACT BUILT INTO THE WINDOW FRAME TO ALLOW FOR CONTROL BY THE BMS TO TURN OFF FCU'S AND RADIANT FLOOR VALVES WHEN OPERABLE SKYLIGHTS ARE OPEN. RECEIVED OF TUKWILA D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bWSP . S LACK+ KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Job Number Sheet Information 161028.000 Drawn BG Checked TM Approved TM Title HVAC ROOF PLAN JUN 2 1 2013 SEPARATE PER V IT AND PERMIT CENTERAPPRMAL r. r'., REQL ':ED Sheet M02-03 Copyright © 2012 Perkins+WAI 5 D C B A UTILITY POWER SERVICE METER WITH BASE PER SCL REQUIREMENTS AND COORDINATE WITH ARCHITECTURAL PRIOR TO INSTALLATION OF METER IL 5 I PRINTER DOOR ASIST CONTROLLER, COORDINATE LOCATION 1ITH ARCHITECTURAL (TYPICAL) I I I (i) POWER OPERABLE WINDOW VENTS. COORDIN TE WITH MECHANICAL AND SHOP DRAWINGS TYPICAL--- -- — — (D KITCHENETTE ALCOVE MOUNT IN FACE OF RISER, TYPICAL - -0F(5)— — -� L_J [IFCU-1 L1 MEETU G_u ROOD I L—J L I -i- PRINTER----id1A, ASSISTANCE POIR .S SELF - CHECK r11"�75 SF 1114_1` 1 L. J BREAK 11,3 I SF. MIQRC i Vl TIFF Tett.ElG- — — ASF FCU 7 2.1 COORDINATE WITH STRUCTURAL FOOTING ► r S SEE ONE—UNE DIAGRAM SHEET E07-00 —TOWAN A CHASE T MEZZANINE LEVEL MEN 11.E ] 12 fAZP-1 FQU6 — �1 L —J— (2)3" UP TO ELECTRICAL RM MAIN DISTRIBUTION PANEL iDY y SF FIILOREV 7 r 112 I PRINTER 2 F.4-171171- A, rT 41,t _._- --- J ----:= -:.__ .—_.... . _ -1111__ - 0 SCL PAD MOUNTED ANSFORMER 4 SHEET FLAG NOTES: PROVIDE FLUSH WITH FLOOR, POWER ONLY FLOOR BOX WALKER 881 SERIES WITH PRE—WIRED RECEPTACLE WITH SLIDE HOLDER COVERS (COLOR AS SELECTED BY ARCHITECT) ALUMINUM FLANGE. NOTE ROUTE PVC CONDUITS IN STRUCTURAL SLAB. COORDINATE WITH STRUCTURAL PROVIDE PVC FLOOR BOX. PROVIDE FLUSH WITH FLOOR, POWER ONLY FLOOR BOX WALKER 881 SERIES WITH ALUMINUM COVER WITH THREADED OPENING FOR FLEX CONNECTION TO STACK UGHTING FIXTURES AND ALUMINUM FLANGE. NOTE ROUTE PVC CONDUITS IN STRUCTURAL SLAB. COORDINATE WITH STRUCTURAL PROVIDE PVC FLOOR BOX. PROVIDE WALKER 881 FLOOR BOX WITH ALUMINUM COVER AND FLANGE FOR FUTURE POWER. PROVIDE PULL STRING IN CONDUIT BACK TO PANEL IN MEZZANINE ELECTRICAL ROOM. PROVIDE RECESSED FLOOR BOX WITH POWER (DOUBLE DUPLEX RECEPTACLES) AND DATA HUBBELL LCFBSSA SERIES WITH FLUSH (NO RECESS FOR CARPET) ALUMINUM COVER AND CARPET FLANGE. ROUTE CONDUIT IN TOPPING SLAB. COORDINATE WITH MECHANICAL IN FLOOR HEAT PIPING AND STRUCTURAL PROVIDE TWO COMPARTMENT NON METALLIC SURFACE RACEWAY, WIREMOLD 5400 SERIES WITH ALL FITTINGS, CORNERS AND ACCESSORIES FOR POWER AND DATA. MOTORIZED SHADES. SWITCHES PROVIDED BY SHADE MANUFACTURER AND INSTALLED BY E.C. NEAR CHECK OUT AREA. REFER TO DIVISION 11 AND SHADE SHOP DRAWINGS FOR EXACT REQUIREMENTS. PROVIDE ENCLOSURE FOR SHADE CONTROLLERS AND RELAYS IN A NON PUBLIC AREA. PROVIDE (6)#10 WIRES FROM CONTROLLER LOCATION TO EACH OF THE MOTORS. PROVIDE LOW VOLTAGE WIRING TO SWITCH CONTROL STATION. WALL MOUNTED POWER AND DATA FOR COMPUTERS ELECTRICAL FLOOR PLAN LEVEL 01," SCALE: AS INDICATED 0 4 8 16 24 1 inch plotted If measurement is other than 1 inch then the plot is reduced. 3 Feet aD GENERAL SHEET NOTES 1. CONTRACTOR TO REFER TO MECHANICAL DRAWINGS, SCHEDULES AND SUBMITTALS FOR EQUIPMENT LOCATIONS AND POWER REQUIREMENTS. 2. PROVIDE DEDICATED NEUTRALS FOR ALL 120 VOLT CIRCUITS. 3. ALL KITCHEN AND OFFICE AREA RECEPTACLES ARE TO BE 20 AMP TYPE. 4. CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS FOR CASEWORK AND FURNITURE LAYOUTS. 5. 6. 7. COORDINATE EXACT MECHANICAL EQUIPMENT LOCATIONS AND ELECTRICAL REQUIREMENTS WITH MECHANICAL ENGINEER PRIOR TO ROUGH—IN. REFER TO ARCHITECTURAL PLANS FOR FLOOR BOX LOCATIONS AND DIMENSIONS. ROUTE IN OR BELOW STRUCTURAL SLAB WHEN EVER POSSIBLE. NOTIFY DESIGN TEAM OF ANY CONDUITS IN TOPPING SLAB. COORDINATE WITH HYDRONIC HEATING SYSTEM TUBING TO ELIMINATE CROSSOVERS. 8. CONCEIL ALL CEILING MOUNTED CONDUITS. 2 SEE SHEET M02-00 FOR HYDRONIC HEAT SYSTEM COVERAGE POWER OPERABLE WINDOW VENTS. COORDINATE WITH MECHANICAL AND SHOP DRAWINGS TYPICAL RECEIVED CITY OF TUKWILA , JUN 2 1 2013 PERMIT CENTER r�. }V, D PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ELA _ Lighting Design and Consulting C B A SPARLING WORK TOGETHER I STAND APART TM' 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.com PERMIT SUBMITTAL 6/17/2013 Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn JAB Checked JDV Approved JDV Title ELECTRICAL FLOOR PLAN - LEVEL 01 Sheet E02-01 Copyright © 2012 Perkins+Will c:\temp\161028 Tukwila_herzerh.rvt D C B A 5 4 15-0" 15'-0" 3 134'-3" 15-0" 15'-0" 2 15-0" 12'-0" 1 NOTES: 1. SEE SHEET A00-40 FOR TYPICAL EXTERIOR WALL ASSEMBLIES. 2. SEE SHEET A00-41 FOR TYPICAL INTERIOR PARTITION DETAILS. 3. DIMENSIONS ARE TO FINISHED FACE OF PARTITION, FACE OF GLAZING, AND CENTERLINE OF MULLION, UNLESS NOTED OTHERWISE. 4. INTERIOR DOORS ARE TO BE LOCATED 4" FROM ADJACENPERPENDICULAR WALL, UNLESS NOTED OTHERWISE. 5. SEE SHEET A00-12 FOR TYPICAL MOUNTING HEIGHTS. 31' -101 /2" 12'-01/4" 58'-91/8" 31'-71/4" A11-10 A11-10 A11-01 A11-10 A11-10 A11-21 LINE OF SOFFIT ABOVE -83/4" - 5'-0" 4- 5'-0" / / 4' - 01/4" 11 314" y l I fl_i i fl I i i i S7l ifl_i i t -I i 1 I fiI A11-20 KITCHENETTE ALCO E READING LATFORM STORAGE BOOK DROP STAFF COMMUNITY MOSAIC A10-11 A10-11 15-0 1 /2" STUDY ABOVE LINE OF WALL ABOVE A10-11 MEETING ROOM All -22 CONCEALED BRACED FRAME, SEE STRUCTURAL ASSISTANCE —I— 113 A10-10 CONT. SLIDING DOOR TRACK (106C) STEEL SHIPS 8D LADDER ALIGN ST F OFFI 118 CONCEALED BRACED FRAME, SEE STRUCTURAL LINE OF CEILING ABOVE A10-11 RECESSED TRACK FOR SLIDING DOOR AT FLOOR STEEL CHANNEL HEADER TO EXPOSED BRACED FRAME, SUPPORT SLIDING DOOR SEE STRUCTURAL TRACK ABOVE A11-25 1- BREAK All -01 WOMEN 115 U, co A1�- LINE OF SOFFIT ABOVE TEEN LOUNGE COLLECTION A10-10 A11-01 ELECTRICAL CHASE STAFF TOILEI 17G) 1'-8" STUDY Al G-10 A10-10 CONCEALED BRACED FRAME, SEE STRUCTURAL LINE OF SOFFIT ABOVE A11-10 CURVED MONOLITHIC FREESTANDING GLASS WALL SYSTEM A10-11 CHILDREN'S LIGHT FIXTURES FLUSH WITH FINISH FLOOR - SEE ELECTRICAL FOR TYPE AND SLAB PLAN FOR LOCATION, TYP. CYBER BAR BUILT-IN CYBER BAR, TYP A11-24 1'-7" 2'-0"y CL 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 95/8"3'-23/8" 5-0" c_ c_ 3-23/8"95/8" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" / 130'-2" 10'-0" 5'-0" 0" 5'-0" X 5'-0" / c_ 5'-0" / 5'-0" 5'-0" 5'-0" 5'-0" 7'-0" 41' - 2 V?" J' / C A11-01 FLOOR PLAN - LEVEL 01 3/16" = 1'-0" 5 4 3 2 13-.1I (ot 1 M Co RECEIVED CITY OF TUKWILA OCT 1 4 2014 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date \**4,,,11,;3 REGISTERED ARCHITECT KAY KORVIli WASHINGTON Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title FLOOR PLAN - LEVEL 01 Sheet A04-01 Copyright © 2012 Perkins+Will 4/20/2017 12:46:14 PM c:\temp\161028 Tukwila For Constructioalinc.rvt D C B 57'-1" KITCHENETTE ALCOVE pi II 1111 4°1III :■E■ II ■ ` ■■�■■■ ■■_■/E■ ■■_■■■ IMO E■ ■■.4 _■■■ milli ii // ii__ii.eat i II %ri LIFE SAFETY PLAN - LEVEL 01 1/8" =1'-0" I OPEN TO BELOW I LIFE SAFETY PLAN - LEVEL 02 1/8" =1'-0" 4 3 106B Life Safety Diagram ACCESSORY % UNOCCUPIED ASSEMBLY - CONCENTRATED ASSEMBLY READING ASSEMBLY - STACK BUSINESS UNOCCUPIED PRIMARY EGRESS PATH* * EMERGENCY LIGHTING TO BE PROVIDED IN ACCORDANCE WITH IBC 1006.1 THROUGH 1006.4 E CODE PLAN LEGEND EXIT DIMENSION SYMBOL EXIT SYMBOLS 19[ 1®P COMMON PATH OF TRAVEL poscrawasses- COCISCOODISSOCIlea LIFE SAFETY EGRESS SYMBOL ACTUAL CUMULATIVE POPULATION WIDTH REQ'D BY CODE BASED ON ACTUAL CUMULATIVE POPULATION 140 44" c 240 72" cg ACTUAL WIDTH PROVIDED POPULATION PERMITTED BASED ON WIDTH PROVIDED SEPARATE PERMIT REQUIRED FOR: Et `sect tCPlumbing � `�"'as Piping Cily of Tukwila RIP r lei DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of T:x'iv ila Bu !ding Division. NOT.:: I v siCr . %.:ill require a new p!an submittal sand may in: ; da a: oral plan review fees. j 2 CODE SUMMARY INTERNATIONAL BUILDING CODE 2009 (WI WASHINGTON STATE AMENDMENTS 2009 UNIFORM PLUMBING CODE TUKWILA MUNICIPAL CODE (TMC) CONSTRUCTION TYPE: VB AUTOMATIC SPRINKLER SYSTEM: YES MAX. BUILDING HEIGHT: 40 MAX. BUILDING AREA: 6,500 MAX. BUILDING STORIES: 1 SPRINKLER INCREASE 60' 11,000 2 PRIMARY OCCUPANCY: ASSEMBLY, A-3 OCCUPANCY SEPARATION: NONE REQUIRED UNDER NON -SEPARATED OCCUPANCY PROVISIONS OF SECTION 508.3 VB CONSTRUCTION/A-3 OCCUPANCY: BASIC ALLOWABLE AREA = 6000 SF *FRONTAGE FACTOR: IP = [F/P - 0.25] W/30 _ (.75) x (30/30) (.75) FRONTAGE INCREASE = 4500 SF SPRINKLER INCREASE = 6000 SF TOTAL ALLOWABLE AREA = 16,500 SF PROPOSED AREA = 9,567 GSF* * DOES NOT INCLUDE EQUIPMENT PLATFORM EGRESS INFORMATION TOTAL OCCUPANTS (SEE USE AND OCCUPANCY TABLE BELOW): 232 NUMBER OF EXITS REQUIRED (1021.1): 2 EGRESS WIDTH PER OCCUPANT (1005.1): STAIRS .30" OTHER COMPONENTS .20" 232 x (.20") = 46.4" / 2 EXITS = 23.2" PER EGRESS DOOR MINIMUM CLEAR WIDTH AT ACCESSIBLE EGRESS DOORS: 32" EGRESS WIDTH PROVIDED: SEE PLAN EXIT ACCESS TRAVEL DISTANCE: A-3 250' PLANNING APPROVE1 No changes can be made, to these plans without approval from the Planning Division of DOD Approved By: Date: _ k 1.4 Permit Plan review a�,ro,,� is p .l subject to errors and omissions. Approval of Cofsiru ;iian documents does not auifiorize the violation of any adopted code or ordinance. Receeitt of approved Fie Copy and •. ditions is acknotiv!edccd. By: Date: MIN. DISTANCE BETWEEN EXIT DOORS: 1/3 LENGTH OF BUILDING ACROSS DIAGONAL (SEE PLAN DIMENSION) ACTUAL DISTANCE BETWEEN EXIT DOORS: SEE PLAN DIMENSION PLUMBING FIXTURE FIXTURE COUNT: OCCUPANT LOAD: 10,130 / 200 = 51 / 2 = 26 OCCUPANTS PER SEX MEN: (1) WATER CLOSET / (1) URINAL / (1) LAVATORY WOMEN: (2) WATER CLOSETS / (1) LAVATORY STAFF TOILET: (1) WATER CLOSET / (1) LAVATORY OCCUPANCY SUMMARY City of Tukwila BUILDING DIVISION REVIEWED FOR ODE COMPLIANCE APPROVED APR 2 6 2011 VX City a? Raw ffa BUILDING DIVISION 106 MEETING Occupancy Assembly, Concentrated 620 SF Net / Occ Load Occupant Number Name Classification Type Area Gross Factor Load 106 MEETING A-1 Assembly, Concentrated 620 SF Net 7 89 110 ROOM A-1 Assembly, Unconcentrated Not Placed Net 15 1 620 SF 89 _. 107 STUDY A-1 Assembly, Unconcentrated 88 SF Net 15 6 110 STUDY A-1 Assembly, Unconcentrated Not Placed Net 15 1 88 SF 100 LOBBY A-3 Assembly 215 SF Gross 100 3 106B KITCHENETTE ALCOVE A-3 Assembly 62 SF Gross 100 1 113 MEN A-3 Assembly 148 SF Gross 100 2 113A JANITOR A-3 Assembly 28 SF Gross 100 1 115 WOMEN A-3 Assembly 152 SF Gross 100 2 604 SF 9 104 READING PLATFORM A-3 Assembly, Reading Room Not Placed Net 50 1 105 COMMUNITY MOSAIC A-3 Assembly, Reading Room 1671 SF Net 50 34 108 TEEN LOUNGE A-3 Assembly, Reading Room 172 SF Net 50 4 108 CYBER BAR A-3 Assembly, Reading Room 586 SF Net 50 12 109B SOUTH READING A-3 Assembly, Reading Room 620 SF Net 50 13 111 CHILDREN'S READING A-3. Assembly, Reading Room 673 SF Net 50 14 3723 SF 77 101 SELF- CHECK A-3 Assembly, Stack Area 197 SF Gross 100 2 103 ASSISTANCE A-3 Assembly, Stack Area 204 SF Gross 100 3 109 COLLECTION A-3 Assembly, Stack Area 1943 SF Gross 100 20 112 CHILDREN'S A-3 Assembly, Stack Area 543 SF Gross 100 6 2887 SF 31 114 STAFF TOILET B Business 62 SF Gross 100 1 116 BREAK B Business 157 SF Gross 100 2 117 STAFF B Business 806 SF Gross 100 9 118 STAFF OFFICE B Business 94 SF Gross 100 1 1119 SF 13 106C STORAGE S-1 Storage, Accessory 64 SF Gross 300 .1 64 SF 1 117A SHIP'S LADDER UNOCC Equipment Platform - Unoccupied 32 SF DATE . 0 200 EQUIP. PLATFORM LANDING UNOCC Equipment Platform - Unoccupied 144 SF 0 201 MECHANICAL UNOCC Equipment Platform. - Unoccupied 586 SF 0 202 ELECTRICAL UNOCC Equipment Platform - Unoccupied 232 SF 0 993 SF 10098 SF 0 226 C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library. System FOR CONSTRUCTION 07/29/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date 81531 RE KAY KORNOVICH STATE OF WASHINGTON Revisions REVISION 1 A 1 ASI 019 04/20/2017 NO ISSUE DATE Sheet Information Date 7/22/2016 Job Number 161028.000 Drawn HH Checked RB Approved KK Title CODE COMPLIANCE RECEIVEDDATA CITY OF TUKWILA APR 20 2017 PERMIT CENTER Sheet A00-1 0 Copyright © 2015 Perkins+Will iV 2/26/2013 4:00:44 PM D C B A 5 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans ChecklisECH-CHK 2009 Washington state Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address KCLS - TUKWILA LIBRARY Date The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington -State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required _ Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401-1424) -1411 Building Department Notes Equipment Performance Yes 1411:1 Minimum efficiency Equipment schedule with type, capacity, efficiency M01-00 -- N. A. 1411.1 Combustionhtg. Indicate intermittent ignition, tlue/draft damper & jacket loss N.A. M0l-00 Yes 1411.1 Air-cooled chiller Provide total air and water chiller capacity 101-00 M01-00 N.A. 1411.2.1 Water-cooled chiller Full -load and NPLV values adjusted for any non-standard conditions M01-00 Moi-oo Yes 1411.4 < Pkg. elec. htg.& clg. List heat pumps on schedule M01-00 M02-00 1401-00: Yes 1432.3.1 Unenclosed Heat Indicate radiant heat system and occupancy controls. M01-00 SECTION 1434: SEPARATE AIR DISTRUBITiON SYSTEMS 1412 HVAC Controls Yes 1412.1 ` Temperature zones Indicate locations on plans M01-00 1432.4 Yes 1412.2 Deadband control. Indicate 5 degree deadband minimum mol -00 1432.4 N.A. Indicate metering. and trending capabilities; Humidity control Indicate humidistat N.A. 1432.5 Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback MO1-00 1433 Yes, 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage M01-00 1433 Yes 1412.4.2 Optimum Start, Indicate optimum start controls Mol -00 1434 Yes 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule M01-00 1435 N.A. 1412.6 Combustion heating Indicate modulating or staged control N.A. 1436 Yes 1412.7 Balancing Indicate balancing features on plans M01-00 1437 Yes 1412.8 Ventilation Control Indicate demand control ventilation for high -occupancy areas M01-00 -■ N.A. 7412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock parking garage ventilation system activation and control method. N. N.A. 1438.1 Yes 1422 Thermostat interlock Indicate thermostat interlock on plans Mol -00 1438.2 Yes. 1432.2.1: Temperature Reset Indicate temperature reset method. M01-00. 1438.3 Large Volume sys 1413 ` Air / Water Economizers Yes 1412.1 ` Single zone systems Kitchen Hoods M01-00 OMNI Indicate multiple cooling stage control capability. Yes 1413.1 Air Econo Operation Indicate 100% /o capability on schedule m01-00 N.A. 1413,1 \Mr Econo Operation Indicate 100% capacity. at 45 degF db & 40 deg F wb N.A. -- N.A. 1413.2 ; Wtr Econo Document Indicate max. OSA condition for design cfg load & equipment . erformance data. N.A. Equip TypeName' YP N.A. 1413.3 Integrated operation Indicate capability for partial cooling N.A. . N.A. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer N.A. 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design pressures, sealing, and testing requirements. M01-00 Yes 1414.1.2 Low press. duct test Indicate applicable low pressure duct systems shall be leak tested M01-00 N.A. 1414.1.3 High press. duct test Indicate high' pressureduct systems shall be leak tested, and identify the location of this ductwork on plans N• A. Yes 1414.2 Duct insulation Indicate R -value of insulation on duct M01-00 1415 Piping Systems Yes 1415.1 Piping insulation Indicate R -value of insulation on piping M01-00 -- 1416 Completion Requirements -_- Yes 1416.3.2 System Balancing Indicate air and water system balancing requirements Moi -o0 Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. Mo1-00 Yes 1416.3.4 Documentation Indicate O&M manuals, record drawings, staff training M01-00 Yes 1416.3.5 Comm. Report Indicate requirements for final commissioning report M01-00 Yes 1416.4 Compliance Chklist Submit to building official upon substantial completion. M01-00 -_ Yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer Mo1-00 2009 Washington State. Energy' Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Complex Code Compliance Forms SystemshecklisMECH-COMP stemsC 2009. WashmgtonStaYe Energy . ' for Nonresidential and Multifamily Residential Revised February _. r2011 Project Address KCLS - TUKWILA LIBRARY' Date The following additional information is necessary to check a mechanical permit application for a': complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH-CHK checklist for additional requirements). This information must be on the plans since this is the official record of the permit. Having, this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, na) Code Section Component information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY N.A. 1431.1 Field assem sys. Provide calculations for total onsite energy input/output to equip. N:,A. Mo1-00 Yes 1431.2 System Sizing indicate equipment & system sizing complies with 1431.2 M01-00' M0l-00 Yes( 1432,1 Setback 8, shut-off Indicate separate systems or show isolation devices on plans MO1-00; M01-00 Yes 1432;2.1 Air system reset Indicate automatic temperature reset & operation sequence M01-00, Moi-oo Yes 1432.2.2 Hydr. Sys. reset Indicate automatic temperature reset & operation sequence Mos -OO 1401-00: Yes 1432.3.1 Hydr. Var. Flow Indicate variable flow method for all applicable. systems: M01-00 SECTION 1434: SEPARATE AIR DISTRUBITiON SYSTEMS Yes 1432.3.X Hydronic Isolation indicate method of isolation for all applicable systems Moi -00 N.A Yes 1432.4 DDC Capabilities Indicate control capabilities including demand response setpoind adj. M01-00' N.A. Yes 1432.4 DDC data mgmt Indicate metering. and trending capabilities; M01-00 N.A. Yes 1432.5 Pressure Reset Indicate static pressure reset for VAV systems M01-00, N.A. Yes 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption. Demonstrate higher efficiency equipment if required. M01-00 _.. N.A. 1433 Water Economizer Indicate water economizer and provide calculations' showing com•liance with 1413 if 1433 Exception 3 is utilized. N.A. N.A.. N.A. 1434 Separate air sys. Indicate special requirement zones and indicate systems N.A. Input Btuh P Yes 1435 Simul. htg. & clg. Indicate method of prohibiting simultaneous heating and cooling,, or state exc•etion and show sue •ortin• calculations MO 1-0 Indicate`motor type and speed control Yes 1436 Heat recovery Indicate heat recovery of all applicable systems on plans; complete and attach heat recovery calculations MO1-o0< indicate condenser; cooling type, design wb temp and control Yes 1437 Elec. motor effic. MECH-MOT or Equip. Schedule with hp, rpm, efficiency MO1-00 Indicate: design minimum condensing temp and control. Yes 1438 Variable speed drive Indicate VS control or equivalent on schedules for all applicable equip. M01-00, ■ Yes 1438.1 Heat Rejection Indicate heat rejection equipment types and fan types M01-00 N.A. N.A. 1438.2 Hot Gas Bypass Indicate cooling equipment staging and: capacity modulation abilities N.A. N.A. 1438.3 Large Volume sys Indicate multiple system rooms & indicate ventilation control N.A. N.A. 1439,1 Kitchen Hoods Indicate source and conditioning of make-up air OMNI N.A. 1439.2 Laboratory Exhaust indicate HR, VAV, semi -conditioned makeup, or GERM calc N.A. If "no" is circled for any question; provide explanation 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued 3 b MECH-CHK Project Address KCLS -TUKWILA LIBRARY Date 6/13/2013 2009' Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address 'KCLS - TUKWILA LIBRARY Date. The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability es no na Code Section Com. anent Information 'Re. uired Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) The following Information Is required to be incorporated with the mechanical equipment schedules on the plans, For projects without plans, fill in the required information below. 1440 Service water htg. Yes 1441 Elec. water heater Indicate R-10 insulation under tank Mo1-00 SEER or EER Yes 1442 Shut-off controls Indicate automatic shut-off of'circulators or heat trace M0l-00 SECTION 1415: PIPING SYSTEMS Yes 1443 Pipe Insulation Indicate R -value of insulation on piping M01-00 1416.3.4: PROVIDE PROJECT SUPPORTING DOCUMENTATION INCLUDING SYSTEMS DOCUMENTATION, RECORD DRAWINGS, OPERATING MANUALS AS PER THESE SECTIONS. SEE SEPCIFICATION SECTION 01 78 39 FOR ADDITIONAL DETAILS. Yes 1444. Pump Energy Indicate method of pump energy management (Sec 1438) Moi-oo 1432.1: SEPARATE SYSTEMS ARE SHOWN ON THE PLANS Yes 1445 Heat Recovery indicate preheat capacity as % of peak.service water demand. 1401-00: 1432.4: SECTION IS NOT APPLICABLE AS TOTAL COOLING CAPACITY IS BELOW 780,000 BTU/H 1432.5: VARIABLE AIR VOLUME SYSTEMS ARE BEING PROVIDED WITH STATIC PRESSURE RESET CONTROLS. SEE CONTROL DIAGRAMS AND SPECIFICATION SECTION 23 09 00 FOR ADDITIONAL DETAILS. 1460 Heated Pools 1433: AIR ECONOMIZERS ARE PROVIDED FOR ALL SYSTEMS. SEE MECHANICAL SCHEDULES. SECTION 1434: SEPARATE AIR DISTRUBITiON SYSTEMS 1434: SECTION IS NOT APPLICABLE AS THERE ARE NO ZONES WITH SPECIAL PROCESS TEMPERATURE OR HUMIDITY REQUIREMENTS N.A. 1452 Heat Pump. COP Indicate minimum COP'of 4.9 N.A 1437: MOTORS SHALL HAVE NOMINAL FULL LOAD EFFICIENCY IN COMPLIANCE WITH THIS SECTION. SEE SPECIFICATION SECTION 23 05 13 FOR ADDITIONAL DETAILS. N.A. 1452', Heater Efficiency Indicate pool heater;efficiency N.A. SECTION 1441: WATER HEATER INSTALLATION N.A. 1453 Pool heater controls Indicate ,Switch and`65 degree, control N.A. SECTION 1444: ENERGY CONSERVATION N.A. 1454: Pool covers Indicate vapor retardant cover N.A. N.A. 1454 Peels <90+degrees' Indicate R-12 pool cover N.A. ITEM 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction N.A.. Equip Type COLD STORAGE (Sections 1460-1465) OSA cfm or Econo? Input Btuh P 1460 Cold Storagb 'N.A. 1463 Evaporators. Indicate`motor type and speed control N.A. N.A. 1464 Condensors indicate condenser; cooling type, design wb temp and control N.A. N„ A. 1465 Compressors Indicate: design minimum condensing temp and control. N.A. y 41J1-1424 or 1440-1465 provide explanation.: If "no" is indicated for an Item in Sections 1 4 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential e hank I Samm r MECH=SIJ M 2009 Washini art State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info Project Address KCLS -TUKWILA LIBRARY Date 6/13/2013 14242 TUKWILA INTERNATIONAL BLVD For Building Dept. Use TUKWILA, WA 98168 Applicant Name: WSP-600 UNIVERSITY STREET SUITE 500 Applicant Address: SEATTLE, WA 98101 Applicant Phone: 206-342-9900 Project Description ) p Briefly describe mechanical system type and features.heating/cooling. LI Includes Plans New 10 000 SF libraryutilizingradiant floor heatin coolin . Ground g/ g Source energy exchange and Water -water heat pump to provide 100/dedicated outdoor air,systein and Air -source heat pump for full load heating/cooling back-up Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option ' ; Simplei ; System ,•; Complex''System Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex E ui merit Schedules The following Information Is required to be incorporated with the mechanical equipment schedules on the plans, For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btulh OSA CFM or Econo? SEER or EER IPLy3 Econmizer Optionor Exception° Heat Recovery YIN 1414.1.2 PROVIDE DUCT TESTING AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 23 31 00 FOR ADDITIONAL DETAILS 1414.2 PROVIDE DUCT INSULATION AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 23 07 00 FOR ADDITIONAL DETAILS SECTION 1415: PIPING SYSTEMS 1415.1: PROVIDE PIPING INSULATION AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 23 07 00 FOR ADDITIONAL DETAILS. SECTION 1416: COMPLETION REQUIREMENTS 1416.3: MECHANICAL SYSTEMS AND EQUIPMENT SHALL BE COMMISIONED IN COMPLIANCE WITH WSEC SECTION 1416. SEE SPECIFICATION SECTIONS 01 91 13 AND 23 08 00 FOR ADDITIONAL DETAILS. 1416.3.2.2: AIR SYSTEMS SHALL BE BALANCED PER THIS SECTION. SEE SPECIFICATION SECTION 23 05 93 FOR ADDITIONAL DETAILS 1416.3.2.3: HYDRONIC SYSTEMS SHALL BE BALANCED PER THIS SECTION. SEE SPECIFICATION SECTION 23 05 93 FOR ADDITIONAL DETAILS 1416.3.4: PROVIDE PROJECT SUPPORTING DOCUMENTATION INCLUDING SYSTEMS DOCUMENTATION, RECORD DRAWINGS, OPERATING MANUALS AS PER THESE SECTIONS. SEE SEPCIFICATION SECTION 01 78 39 FOR ADDITIONAL DETAILS. 1416.3.5: COMMISSIONING REPORT SHALL BE PROVIDED AS PER THIS SECTION. SEE SPECIFICATION SECTIONS 01 91 13 AND 23 08 00 FOR ADDITIONAL DETAILS.. SECTION 1431: COMPLEX SYSTEMS 1431.2: SYSTEMS ARE SIZED IN ACCORDANCE WITH THIS SECTION. LOAD CALCULATIONS HAVE BEEN PERFORMED USING AN EQUIVALENT COMPUTATION PROCEDURE WiTH INTERIOR TEMPERATURE SETPOINTS OF 70F (HEATING) AND 75F COOLING. 1431.2: NOT APPLICABLE AS TOTAL EQUIPMENT COOLING CAPACITY DOES NOT EXCEED 300 TONS SECTION 1432: CONTROLS 1432.1: SEPARATE SYSTEMS ARE SHOWN ON THE PLANS 1432.1: ZONES SERVED BY MULTIPLE SYSTEMS SHALL INCLUDE CONTROLS TO ISOLATE HEATING AND COOLING FROM OPERATING SIMULANEOUSLY 1432.2.1: AIR SYSTEM RESET CONTROLS ARE NOT REQUIRED AS SYSTEMS DO NOT SERVE MULTIPLE ZONES 1432.2.2: HYDRONIC SYSTEM RESET CONTROLS ARE NOT REQUIRED AS SYSTEM HAS DESIGN CAPACITY LESS THAN 300,000 BTU/H 1432.3.1: VARIABLE SPEED DRIVES ARE BEING PROVIDED FOR ALL PUMPS 1432.4: PROVIDE DDC SYSTEM WITH TRENDING CAPABILITY AND DEMAND RESPONSE SETPOINT ADJUSTMENT PER THIS SECTION. SEE SPECIFICATION SECTION 23 09 00 FOR ADDITIONAL DETAILS. 1432.4: SECTION IS NOT APPLICABLE AS TOTAL COOLING CAPACITY IS BELOW 780,000 BTU/H 1432.5: VARIABLE AIR VOLUME SYSTEMS ARE BEING PROVIDED WITH STATIC PRESSURE RESET CONTROLS. SEE CONTROL DIAGRAMS AND SPECIFICATION SECTION 23 09 00 FOR ADDITIONAL DETAILS. 1432.5: PER THE EXCEPTION, VARIABLE AIR VOLUME SYSTEMS ARE RESETTING FAN SPEED DIRECTLY BASED ON ZONE AIRFLOWS. SECTION 1433: ECONOMIZERS 1433: AIR ECONOMIZERS ARE PROVIDED FOR ALL SYSTEMS. SEE MECHANICAL SCHEDULES. SECTION 1434: SEPARATE AIR DISTRUBITiON SYSTEMS 1434: SECTION IS NOT APPLICABLE AS THERE ARE NO ZONES WITH SPECIAL PROCESS TEMPERATURE OR HUMIDITY REQUIREMENTS SECTION 1435: SIMULTANEOUS HEATING AND COOUNG 1435: SYSTEMS SHALL NOT PROVIDE HEATING AND COOLING TO A ZONE SIMULTANEOUSLY. ZONES SERVED BY ONLY HEAT PUMP FAN COIL UNITS ARE PHYSICALLY UNABLE TO PROVIDE SIMULTANEOUS HEATING AND COOLING. ZONES SERVED BY RADIANT FLOOR AND HEAT PUMP FAN COIL UNITS SHALL USE THE BUILDING MANAGEMENT SYSTEM TO LOCK OUT COOUNG WHILE HEATING IS ENABLED. SECTION 1436: HEAT RECOVERY 1436.1: HEAT RECOVERY IS PROVIDED BY AHU-1 HEAT WHEEL SECTION 1437: ELECTRIC MOTOR EFFICIENCY 1437: MOTORS SHALL HAVE NOMINAL FULL LOAD EFFICIENCY IN COMPLIANCE WITH THIS SECTION. SEE SPECIFICATION SECTION 23 05 13 FOR ADDITIONAL DETAILS. SECTION 1439: EXHAUST SYSTEMS 1439.1: NOT APPLICABLE AS NO KITCHEN HOODS ARE INCLUDED IN PROJECT 1439.2: NOT APPLICABLE AS NO LABORATORY EXHAUST SYSTEMS ARE INCLUDED IN PROJECT SECTION 1440: DOMESTIC WATER SYSTEMS SECTION 1441: WATER HEATER INSTALLATION 1441: ELECTRIC WATER HEATERS SHALL BE MOUNTED ON R-10 INSULATED SURFACE SECTION 1442: SHUT-OFF CONTROLS 1442: HOT WATER CIRCULATORS SHALL TURN OFF WHEN BUILDING IS UNOCCUPIED SECTION 1443: PIPE INSULATION 1443: PROVIDE PIPE INSULATION AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 22 07 19 FOR ADDITIONAL DETAILS. SECTION 1444: ENERGY CONSERVATION 1444: NOT APPLICABLE AS PUMPS DO NOT EXCEED 7.5 HP Heating Equipment Schedule Equip. ID Equip Type Brand Name ' i Model No: Capacity' BtuM OSA cfm or Econo? Input Btuh P Output Btuh P Efficiency a Heat Recovery ry YIN Fan Equipment Schedule Equip. ID Equip TypeName' YP Brand ' Model No: CFM SP ' HP/BHP Flow' Controls Location of Service 'If available. 2 As tested according to Table 14-1A through 14-10. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable..8 Flow control types: variable air volume(VAV), constant volume (CV); or variable speed (VS). 6 Exception number from Section 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Econo IZ r MECH=ECC►; 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised, February 2011 Economizer Summary Check box(es) for exceptions being claimed. List the system/equipment that qualifies, far each exception. See Section 1433 for full description of Economizer requirements. ❑_ FullAirEcono. u • 100% OUTDOOR AIR SYSTEM . ❑ Ex '1: Ex 2: ❑ Ex 3: ❑ .Ex,4: ❑ Ex5: I:1 Ex 9a: ❑ Ex 6:: ❑ Ex 9b: O Ex7: ❑ Ex9c: ❑:Ex10: Decision Flowchart Ex 8: Use this flowchart to determine if project complies with Economizer requirements. If not, the, Systems Analysis Option must be used. 3 2009 WASHINGTON STATE ENERGY CODE (WSEC) GENERAL NOTES THE PROJECT'S COMPLIANCE WITH THE WASHINGTON STATE ENERGY CODE IS OUTLINED IN THE WA STATE MECHANICAL NREC COMPLIANCE FORMS. FURTHER INFORMATION IS PROVIDED BELOW FOR CLARITY. WSEC SECTION INFORMATION REQUIRED SECTION 1402: MECHANICAL VENTILATION 1402: THE PROJECT COMPLIES WITH THE MINIMUM REQUIREMENTS FOR VENTILATION PER THE WASHINGTON STATE MECHANICAL CODE. 100% OUTSIDE AIR IS PROVIDED FOR VENTILATION. SECTION 1411: EQUIPMENT PERFORMANCE 1411.1: EQUIPMENT EFFICIENCIES ARE LISTED ON MECHANICAL EQUIPMENT SCHEDULES 1411.4: HEAT PUMPS ARE LISTED ON MECHANICAL EQUIPMENT SCHEDULES SECTION 1412: HVAC CONTROLS 1412.1: EACH AIR CONDITIONING SYSTEM HAS AT LEAST ONE TEMPERATURE CONTROL DEVICE. SENSORS ARE SHOWN ON THE FLOOR PLANS. 1412.2: PROVIDE DEADBAND FOR CONTROLS (5 DEGREES F) PER SPECIFICATION SECTION 23 09 93 1412.4: THE BUILDING MANAGEMENT SYSTEM SHALL HAVE THE CAPACITY FOR SETBACK, 7 DIFFERENT DAY TYPES, A 7 DAY CLOCK, RETAIN iTS PROGRAMMING FOR 10 HOURS IN THE EVENT OF A POWER OUTAGE AND INCLUDE AN ACCESSIBLE MANUAL OVERIDE AS SPECIFIED IN SECTION 23 09 00. 1412.4.1: MOTORIZED DAMPERS ARE BEING PROVIDED ON ALL OUTSIDE AIR INTAKES, EXHAUST OUTLETS, AND RELIEF OUTLETS. SEE PLANS / CONTROL DRAWINGS FOR LOCATIONS. 1412.4.1: NON -MOTORIZED / GRAVITY DAMPERS ARE BEING PROVIDED PER EXCEPTION 3 1412.4.1: DAMPERS SHALL HAVE A MAXIMUM LEAKAGE RATE OF 10 CFM/SF AT 1.0" WG (MOTORIZED) AND 20 CFM/SF AT 1.0" WG (NON -MOTORIZED) PER SPECIFICATION 23 33 13 1412.4.2: SYSTEMS SHALL BE PROVIDED WITH OPTIMUM START CONTROLS PER SPECIFICATION 23 09 93 1412.5: HEAT PUMPS ARE NOT PROVIDED WITH SUPPLEMENTAL HEAT. CONTROLS WILL ALWAYS USE COMPRESSION HEAT AS THE FIRST STATE OF HEAT 1412.7: BALANCING DAMPERS AND VALVES ARE SHOWN ON THE FLOOR PLANS . SEE CONTROL DIAGRAMS FOR INDICATION OF DCV.VAV-1 SF 1412.8: DEMAND CONTROL VENTILATION SHALL BE PROVIDED FOR DENSELY OCCUPIED SPACES LARGER THAN 500 (VAV-1). 1422: THERMOSTAT INTERLOCK WILL BE PROVIDED PER SPECIFICATION 23 09 93 1432.2.1: TEMPERATURE RESET WILL BE PROVIDED PER SPECIFICATION 23 09 93 SECTION 1413: ECONOMIZERS 1413.1: SEE SECTION 1424 (SIMPLE SYSTEMS) FOR ECONOMIZER COMPLIANCE NOTES 1413.1: SEE SECTION 1433 (COMPLEX SYSTEMS) FOR ECONOMIZER COMPLIANCE NOTES SECTION 1414: DUCTING SYSTEMS 1414.1: PROVIDE DUCT SEALING AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 23 31 00 FOR ADDITIONAL DETAILS 1414.1.2 PROVIDE DUCT TESTING AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 23 31 00 FOR ADDITIONAL DETAILS 1414.2 PROVIDE DUCT INSULATION AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 23 07 00 FOR ADDITIONAL DETAILS SECTION 1415: PIPING SYSTEMS 1415.1: PROVIDE PIPING INSULATION AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 23 07 00 FOR ADDITIONAL DETAILS. SECTION 1416: COMPLETION REQUIREMENTS 1416.3: MECHANICAL SYSTEMS AND EQUIPMENT SHALL BE COMMISIONED IN COMPLIANCE WITH WSEC SECTION 1416. SEE SPECIFICATION SECTIONS 01 91 13 AND 23 08 00 FOR ADDITIONAL DETAILS. 1416.3.2.2: AIR SYSTEMS SHALL BE BALANCED PER THIS SECTION. SEE SPECIFICATION SECTION 23 05 93 FOR ADDITIONAL DETAILS 1416.3.2.3: HYDRONIC SYSTEMS SHALL BE BALANCED PER THIS SECTION. SEE SPECIFICATION SECTION 23 05 93 FOR ADDITIONAL DETAILS 1416.3.4: PROVIDE PROJECT SUPPORTING DOCUMENTATION INCLUDING SYSTEMS DOCUMENTATION, RECORD DRAWINGS, OPERATING MANUALS AS PER THESE SECTIONS. SEE SEPCIFICATION SECTION 01 78 39 FOR ADDITIONAL DETAILS. 1416.3.5: COMMISSIONING REPORT SHALL BE PROVIDED AS PER THIS SECTION. SEE SPECIFICATION SECTIONS 01 91 13 AND 23 08 00 FOR ADDITIONAL DETAILS.. SECTION 1431: COMPLEX SYSTEMS 1431.2: SYSTEMS ARE SIZED IN ACCORDANCE WITH THIS SECTION. LOAD CALCULATIONS HAVE BEEN PERFORMED USING AN EQUIVALENT COMPUTATION PROCEDURE WiTH INTERIOR TEMPERATURE SETPOINTS OF 70F (HEATING) AND 75F COOLING. 1431.2: NOT APPLICABLE AS TOTAL EQUIPMENT COOLING CAPACITY DOES NOT EXCEED 300 TONS SECTION 1432: CONTROLS 1432.1: SEPARATE SYSTEMS ARE SHOWN ON THE PLANS 1432.1: ZONES SERVED BY MULTIPLE SYSTEMS SHALL INCLUDE CONTROLS TO ISOLATE HEATING AND COOLING FROM OPERATING SIMULANEOUSLY 1432.2.1: AIR SYSTEM RESET CONTROLS ARE NOT REQUIRED AS SYSTEMS DO NOT SERVE MULTIPLE ZONES 1432.2.2: HYDRONIC SYSTEM RESET CONTROLS ARE NOT REQUIRED AS SYSTEM HAS DESIGN CAPACITY LESS THAN 300,000 BTU/H 1432.3.1: VARIABLE SPEED DRIVES ARE BEING PROVIDED FOR ALL PUMPS 1432.4: PROVIDE DDC SYSTEM WITH TRENDING CAPABILITY AND DEMAND RESPONSE SETPOINT ADJUSTMENT PER THIS SECTION. SEE SPECIFICATION SECTION 23 09 00 FOR ADDITIONAL DETAILS. 1432.4: SECTION IS NOT APPLICABLE AS TOTAL COOLING CAPACITY IS BELOW 780,000 BTU/H 1432.5: VARIABLE AIR VOLUME SYSTEMS ARE BEING PROVIDED WITH STATIC PRESSURE RESET CONTROLS. SEE CONTROL DIAGRAMS AND SPECIFICATION SECTION 23 09 00 FOR ADDITIONAL DETAILS. 1432.5: PER THE EXCEPTION, VARIABLE AIR VOLUME SYSTEMS ARE RESETTING FAN SPEED DIRECTLY BASED ON ZONE AIRFLOWS. SECTION 1433: ECONOMIZERS 1433: AIR ECONOMIZERS ARE PROVIDED FOR ALL SYSTEMS. SEE MECHANICAL SCHEDULES. SECTION 1434: SEPARATE AIR DISTRUBITiON SYSTEMS 1434: SECTION IS NOT APPLICABLE AS THERE ARE NO ZONES WITH SPECIAL PROCESS TEMPERATURE OR HUMIDITY REQUIREMENTS SECTION 1435: SIMULTANEOUS HEATING AND COOUNG 1435: SYSTEMS SHALL NOT PROVIDE HEATING AND COOLING TO A ZONE SIMULTANEOUSLY. ZONES SERVED BY ONLY HEAT PUMP FAN COIL UNITS ARE PHYSICALLY UNABLE TO PROVIDE SIMULTANEOUS HEATING AND COOLING. ZONES SERVED BY RADIANT FLOOR AND HEAT PUMP FAN COIL UNITS SHALL USE THE BUILDING MANAGEMENT SYSTEM TO LOCK OUT COOUNG WHILE HEATING IS ENABLED. SECTION 1436: HEAT RECOVERY 1436.1: HEAT RECOVERY IS PROVIDED BY AHU-1 HEAT WHEEL SECTION 1437: ELECTRIC MOTOR EFFICIENCY 1437: MOTORS SHALL HAVE NOMINAL FULL LOAD EFFICIENCY IN COMPLIANCE WITH THIS SECTION. SEE SPECIFICATION SECTION 23 05 13 FOR ADDITIONAL DETAILS. SECTION 1439: EXHAUST SYSTEMS 1439.1: NOT APPLICABLE AS NO KITCHEN HOODS ARE INCLUDED IN PROJECT 1439.2: NOT APPLICABLE AS NO LABORATORY EXHAUST SYSTEMS ARE INCLUDED IN PROJECT SECTION 1440: DOMESTIC WATER SYSTEMS SECTION 1441: WATER HEATER INSTALLATION 1441: ELECTRIC WATER HEATERS SHALL BE MOUNTED ON R-10 INSULATED SURFACE SECTION 1442: SHUT-OFF CONTROLS 1442: HOT WATER CIRCULATORS SHALL TURN OFF WHEN BUILDING IS UNOCCUPIED SECTION 1443: PIPE INSULATION 1443: PROVIDE PIPE INSULATION AS REQUIRED PER THIS SECTION. SEE SPECIFICATION SECTION 22 07 19 FOR ADDITIONAL DETAILS. SECTION 1444: ENERGY CONSERVATION 1444: NOT APPLICABLE AS PUMPS DO NOT EXCEED 7.5 HP 2 b( DAP 1 RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System tiloWSP • F LAC K+ KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions ISSUE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM HVAC -WASHINGTON STATE ENERGY CODE FORMS M01-00 Copyright © 2012 Perkins+Will C:\Revit Local\2014\Tukwila Library Structural_PJC.rvt D C B A 5 1 4 1 3 1 2 1 2 3 4 SECOND POUR FIRST POUR << BURKE "KEYED JOINT 10/10/14 COLD" TOPPING SLAB - STOP ALL REINF. 1" CLEAR CUT ALTERNATE W.W.M. WIRES OF JOINT EACH SIDE PROVIDE MEMBRANE OR APPROVED BOND BREAKER PER PLAN AT JOINT (CONTINUE REBAR THRU JOINT WHERE OCCURS) PROVIDE MEMBRANE OR APPROVED BOND BREAKER TO ISOLATE TOPPING SLAB FROM SLAB -ON -GRADE SLAB -ON -GRADE -0N TOPPING SLAB PER PLAN TO ISOLATE TOPPING FROM SLAB -ON -GRADE SLAB -GRADE SLAB PER PLAN PER PLAN • • . . Be x x ®� x x x X x x X x x x x x x x X x #kI° 6° vo..:°°..04:,0 • i=11=11 III tlI 1-___=1(_ I� W.W.M. OR REBAR - - _ JOINTS PER PLAN GON5T, VAPOR BARRIER AND COMPACTED CONTROL GRANULAR CAPILLARY BREAK MATERIAL PER SPECIFICATIONS PER PLAN AND SPECIFICATIONS LJGT/ON JOINT CONTROL JOINT 3001 6 7 8 9 10 11 12 13 14 15 16 17 CORNER MATCH HORIZ. BARS TO REINF. CORNER CROSS (ALT. HOOKS) BARS WALL TO MATCH HORIZ. REINF. O 4— • WALL ADDITIONAL VERT. BARS OR FOOTING PER PLAN PLAN VEIN 3006 18 19 20 21 INFILL CONC. TO BE BASE '► q. COL. #4 COL. It. PER 12/5-302 (TYPE II) COL. PER PLAN BLOCK OUT CURB FOR COLUMN S" FOR 2'-0" STEEL COLUMN PER PLAN (WF WHERE OCCURS) GAST AFTER PLACEMENT OF COLUMN HOOK DOWELS CENTERED ON COL. l HORIZ. @ 12"oc I / o 51 11 / 2 ADJACENT TO COLUMN HORIZ. REINF. PER 23/5-301 x x x x x x x x x xx . #4x@18oc El 0 0 SI et tly4 . #4 1 Y2' ISOLATION JOINT ,N6* AROUND COLUMN, '� TYPICAL (1)#4 CTRD. IN SLAB, TYP. STOP SHORT OF JOINT 4 CONSTRUCTION/CONTROL o tr. • 0 x @ 18"oc FOOTING PER ti 0 II ' 6/%0 — `'`- RIGID INSULATION PER ARGHL # _ = _ = - =11ti111 z PLAN t , i �_\,0729°el. `� •x °� perP Ian 4 x L@ 18 oc O • Zi-) • • MEIN3009 JOINTS PER 6/S-301'0,-° 22 gogPLAN FOR CALL -OUTS IN COMMON SEE 3115 / D \ FOR GALL-OUTSx`-31 IN COMMON SEE (4)#5 CONT. 1 4 DETAIL 23/5-301 At 24 DETAIL 30/5-302 / \ 23 25 26 ,�,61' . ii'?, ? � ® O ' °�S `®� �� `1� 06 `�� O o y CA�G ��`�0\[--- b 29 COL. I 0 LOCATE PER ARGHL -�,- CONCRETE �� •• . •:> 28/5-505 �I BASE EXCEPT I. PER 12/5-302 %2'x10"x0'-11" WALLLs)• i. •'•.••n -z 4. i 7-1 E11=11=11=11=11E II-II=11-11 1=11=11= II=1111 =11=11=11t1111 1LTrll_II d __I ~O 0 0es- 1- v • l I I x x x x x x x x' \ry m\ •' F• ���������������+����\ •fl • �, • ; °ii TEMPERED GLASS WHERE INDICATED WITH (T ) SEE ENLARGED ELEVATIONS FOR ADDITIONAL INFORMATION ZINC FASCIA, ZN-1 METAL FLASHING, EP -1 T.O. ROOF - EAST 320' - 31/2" 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 PERFORATED ALUMINUM PLATE HORIZONTAL SUNSHADE, EP -1, TYP. (SHOWN DASHED FOR CLARITY) TERRA COTTA RAINSCREEN CLADDING SYSTEM, TC -1 STRUCTURAL BRACED FRAME BEYOND GLASS, SEE STRUCTURAL WALL HYDRANT STRUCT. SEALED GLAZING SYSTEM, TYP. MOTORIZED AWNING WINDOW, TYP. OF (4) ARCHITECTURAL WATERPROOF CONCRETE, TYP. REMOVABLE LOUVER FOR FUTURE MECH. EQUIPMENT REPLACEMENT STRUCT. SEALED GLAZING CVCTGM METAL FLASHING, EP -1 METAL EDGE AT T.O. WALL, EP -2 SILL CLERESTORY 312'-4" TERRA COTTA IN RAINSCREEN CLADDING SYSTEM, TC -1 ZINC ROOF FASCIA, ZN-1 STRUCT. SEALED GLAZING SYSTEM_ CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE STRUCT. SEALED GLAZING SYSTEM ALUMINUM DOOR WITH TRANSLUSCENT GLASS LIGHT, GL -3 SPANDREL GLASS WITH GWB WALL BEHIND ELECTRICAL SERVICE METER, SEE ELECTRICAL WALL HYDRANT FIRE DEPARTMENT CONNECTION, SEE CIVIL AND PLUMBING SKYIGHT ON RAISED CURB ZINC WALL PANELS, ZN-1 T.O. ROOF - WEST 314'-0" PERFORATED ZINC WALL PANEL, ZN-2 (IN FRONT OF GLAZING) KAY KORNOVICH STATE OF WASHINGTON LEVEL 01 296'-8" CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE ZINC ROOF FASCIA, ZN-1 METAL PANEL, EP -1 A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE L1 UNO (T) // '� 7" X CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE STRUCT. SEALED GLAZING SYSTEM ALUMINUM DOOR WITH TRANSLUSCENT GLASS LIGHT, GL -3 SPANDREL GLASS WITH GWB WALL BEHIND ELECTRICAL SERVICE METER, SEE ELECTRICAL WALL HYDRANT FIRE DEPARTMENT CONNECTION, SEE CIVIL AND PLUMBING SKYIGHT ON RAISED CURB ZINC WALL PANELS, ZN-1 T.O. ROOF - WEST 314'-0" PERFORATED ZINC WALL PANEL, ZN-2 (IN FRONT OF GLAZING) KAY KORNOVICH STATE OF WASHINGTON LEVEL 01 296'-8" CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE ZINC ROOF FASCIA, ZN-1 METAL PANEL, EP -1 A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE SILL @ CLERESTORY 312'-4" EXPOSED WOOD DECKING AT UNDERSIDE OF ROOF, WD -1 METAL FLASHING, EP -1 LEVEL 02 METAL EDGE AT T.O.WALL, EP -2, TYP. c:\temp\161028 Tukwila_herzerh.rvt RECEIVED CITY OF TUKWILA OCT 1 4 2014 PERMIT CENTER C:\Revit LocalV2014\Tukwila Library Structural_PJC.rvt D C B A 5 4 3 2 5 4 3 2 D C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98I 0I P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVIEWED FOR ODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila UILDING DIVISION NO ISSUE I DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title A TYPICAL METAL DECK DETAILS EWEIEME Liqi R-7/3 1, JAN 23 2015 - FH 2015 MIDDLETON, INC. r'i l' ° Sheet 1-Q S-501 Copyright © 2012 Perkins+Will 1. FOR HOLES 6 DIA. OR LESS, OR 6 SQUARE OR LESS : PUDDLE WELD 1. USE GAGE OF DECK PER SPAN TABLE AT LEFT, U.O.N. PER PLAN. LOCATIONS 2. DECK ATTACHMENTS AT SUPPORTS PERPENDICULAR TO DECK FLUTES: ` DECK SPAN ' // DIRECTION 4 5x3x Y4 NO STRENGTHENING IS REQUIRED PROVIDED THAT HOLES ARE NOT CLOSER THAN 12"oc 2. FOR HOLES GREATER THAN 6" UP TO 10" DIA. OR 10" SQUARE : Zo \ 4x3x1/4 (LLV) 1� (4)1/2"c1) EFFECTIVE PUDDLE WELDS PER SHEET AT TYPICAL SUPPORTS. •I- 4 5x3x Y4 EACH SIDE HOLES ARE NOT CLOSER THAN 3'-0"oc 4. FOR HOLES GREATER THAN 24 DIA. OR 24 SQUARE: DI 4 5x3xY4 I --PROVIDED o PLAN VIEW 13 " MIN. 1 44 EFFECTIVE PUDDLE WELDS AT 15 oc AT TYPICAL SUPPORTS. TYPE = A5C P68-36 OR VERCO PLB 36, 660 4. CONNECT DECK SEAMS @ 24"oc WITH THE PUNCHLOK SYSTEM FOR VERCO DECK OR THE DELTAGRIP SYSTEM FOR ASC DECK, U.O.N. PER PLAN. GALVANIZED IN/ FOLLONY/NG MIN. PROPERTIES: Fy = 3Sksi, PANEL WIDTH = 36" 5. DECK MUST STRICTLY MEET CRITERIA LISTED, INCLUDING ICC -ES RESEARCH REPORT ALLOWABLE 5HEAR LOADS. SUBMIT DECK ALLOWABLE SHEAR CAPACITY REQUIRED = 410 plf INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 20GA. 6. REINFORCE DECK OPENINGS PER 2/5-501 , U.O.N. DECK OPENINGS MAY *4 TRIM BAR (4 SIDES) EXTEND 2'-0" BEYOND OPENING ., SECTION B .-. CS x 11.5 TYPICAL BEAM TO BEAM CONN. Ze,O 3X3XY4 m I O 0 I>< IEACH 4 SIDE 4 5x3x/4 typ ► AIM' o %Mr PER 1S/5-502 cei x (A x 3/16 `` 3/16 -"II in 3. 3. FOR HOLES GREATER THAN 10" UP TO 24" DIA. OR 24" SQUARE : 0 0 / USE 4 2x2x3/6 ALONG (2) SIDES A5 SHOWN BELOW : METAL DECK NOTES: J 1. WELD DECK 2. NO REINF. REQUIRED 3. LARGER OPENINGS L TO ANGLES FOR MUST Reinforcingat J /' PUDDLE WELDS @ 6"oc ALL W '/24) SINGLE OPENINGS 6"N or 6" SQ. or BE COORDINATED W/ ARCHITECT $ Misc. Roof Deck SECTION L AROUND OPNG. LE55.111H ENGINEER. 500 Openings 2 4 NOT BE SHOWN ON PLAN - SEE ARCH'L $ MECH'L FOR ADDITIONAL INFO. I = 0.216 in. 3 5 = +0.235/-0.241 in. 20GA. 3/Q)" CS x U.S SPAN DIRECTION / PUDDLE HOLE WELDS, TYP. MAIN BEAMS E >- `^ SINGLE SPAN CONDITIONS 7-0" DOUBLE OR TRIPLE SPAN CONDITIONS cf-0" 5002 Roof Deck 6 - -- IMILIF ..m. PARTIAL PLAN N T 7 �1,-, " 6x6 W1.4xW1.4 WWM 0 = m'- 1. USE GAGE OF DECK PER SPAN TABLE AT LEFT (SPAN TABLES ASSUME SHORING WILL NOT BE USED). DECK SHALL HAVE 125 P5F SUPERIMPOSED PUDDLE WELD LOAD CAPACITY. LOCATIONS 2. PROVIDE (4) Y2"4) EFFECTIVE PUDDLE WELDS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES. PROVIDE 12'd) EFFECTIVE PUDDLE BEAM PER WHERE OCCURS EXTEND A5 OPP. NO BEAM *4 TRIM SECTION A PLAN - 4 2x2 SAME END WHERE OCCURS BAR (4 510E5) 2 CELLS FOR C=S" TO 14" or 3 CELLS FOR C=14" TO 24" (TVP.) VI) PUDDLE WELDS @ 6"oc ALL AROUND HOLE X x -o x x x x X x x x WELDS @ 24"oc TO ALL SUPPORTS PARALLEL TO DECK FLUTES. iN jr 4 2" MIN. 3. CONNECT DECK SEAMS WITH BUTTON PUNCHES @ 36"oc. TYPE = A5C 21N OR 4. DECK MUST STRICTLY MEET CRITERIA LISTED INCLUDING IGC -E5 RESEARCH VERCO frV2 FORMLOK, 660 REPORT ALLOWABLE SUPERIMPOSED LOADS. SUBMIT DECK INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. EXTEND 2'-0" BEYOND �!I MIMI OPENING. .. 75 GALVANIZED VAN/ZED PI/ FOLLOW/NG MIN. PROPERT/E5: area[ Fy- 35 ksi, PANEL WIDTH = 36" 5. REINFORCE MISC. DECK OPENINGS PER 10/5-501 , U.O.N. DECK OPENINGS MAY NOT BE SHOWN ON PLAN - SEE ARCH'L $ MECH'L FOR ADD'L INFO. 20GA. 6. SEE 16/5-501 FOR CONSTRUCTION J sEe 3" 24" 1, 3" LOCATE CS AT FIRST LOW CONN. PER 11/5-502 JOINTS. I = .423 in. 4 5 = +.361/-.310 in. 3 20GA. MAX. SECTION MAX. MAX. MAX. FLUTE NEAREST EDGE OF OPENING A SECTION Reinforcingat Misc. Composite (WS CONDITION) B 5008DOUBLE p Slab Openings 1 0 SINGLE SPAN CONDITIONS 7-0" SPAN CONDITIONS S'-0" 5005 TRIPLE SPAN CONDITIONS q'-0" Floor Deck 12 13 14 CONSTRUCTION JOINT LOCATIONS I 7 I 8 DECK $ TOPPING (ORIENTATION PER PLAN VARIES) TO BE DETERMINED BY SUBMIT PROPOSED LOCATIONS CONTRACTOR. TO , *4 @ 1S"oc MECH'L UNIT - SEE GENERAL STRUCTURAL NOTE cl FOR ANCHORAGE REQUIREMENTS *3 x 7 @ 1 S"oc @ PERIMETER EPDXIED TO SLAB - 214" EMBED _ EA. WAY DECK $ TOPPING PER PLAN INSTALL PRIOR TO MECH'L �■s't, =�- PAD LAP W.W.M. *4 x 4-0" @ lb"oc GIRD. ON JOINT OR EXTEND REINF. PER PLAN FOR THE FULL LAP SPLICE LENGTH (WHICHEVER 15 GREATER REINF.) 5020 Construction in Topping Slabs 16 jointspp9 NOTE: FOR SEE MECH'L $ ARCH'L DRAWINGS MECH'L PAD LOCATIONS. Housekeeping Pads P9 5049 15 19 20 21 LAY 3" 23alb -±- 1/2'4) 1'-6" 15"oc DECK $ TOPPING PER PLAN SHEAR CONNECTORS PER PLAN $ 25/5-501 OUT DECK TO PROVIDE MIN. CONTACT BETWEEN FLUTE AND FLANGE DECK HIGH FLUTE AND FILLER PLATES A5 BETINEEN ADJACENT LOW OR CUT INSTALL REQUIRED LOW FLUTES x 1P2L'S © DECK TOPPING PER PLAN (ORIENTATION VARIES) HANDRAIL PER ARCH'L WHERE OCCURS / PER PLAN or DETAILS v I. J i- \ __ _ x ---_--- E. 1/4' II _ CONT. BENT PER BEAM PLAN 2 MIN. / 1/41/ 2-12 BEAM PER PLAN 5113 24 E DECK PERPENDICULAR DECK PARALLEL TO BEAM TO BEAM 5011 Composite Deck La out 2 2 p Y 25262 7 z 0 S" (N) STUDS EQUALLY SPACED S" 2L (MIN.) / APER PLAN/ 2L (MIN.) PLAN ` /PER / SHEAR CONNECTORS - "L" 5HEAR CONNECTORS NOTIFY ENGINEER uL u NOTIFY 0 n D LU �" = / MAX. / SEE PLAN FOR NUMBER OF STUDS /- 3 /4 STUDS' TVP. %PER MAX.MAX PLAN WHERE OCCURS per deck p / MAX.1FOR / PER PLAN DIRECTION IF WHERE OCCURS EXCEEDED . deck / M1 / ENGINEER FOR DIRECTION IF EXCEEDED per notes notes � n n 0 I *4 ', *4 \ ., CONT. WHERE CONT. WHERE *3 HOOKS OCCUR '-- --' *3 HOOKS OCCUR DECK $ TOPPING PER PLAN DECK $ TOPPING EDGE FORM BY METAL PER PLAN - EXTEND DECK DECK SUPPLIER - TO SLAB EDGE A5 SHOWN EDGE FORM BY METAL DECK SUPPLIER (N) - TOTAL NUMBER OF STUDS PER PLAN TYPICAL. BEAM NOTES #3 SPACED x _� DESIGN SUCH THAT -.3 *3 SPACED PER SCHEDULE BELOW* SHORING 15 NOT REQUIRED x PER SCHEDULE BELOW* D (3/4' CLR. FROM T.O. SLAB) BEAM PER PLAN BEAM PER PLAN (3/" CLR. FROM T.O. SLAB) DECK PARALLEL TO BEAM DECK PERPENDICULAR TO BEAM SPACING SCHEDULE * SPACING SCHEDULE REI 1. CENTER CONNECTORS OVER BEAMS AND GIRDERS TYPICAL. 2. WHERE DECK FLUTES ARE PERPENDICULAR TO BEAMS USE (2) STUDS PER FLUTE © 3"oc WHERE NUMBER OF STUDS EXCEEDS NUMBER OF FLUTES. 501,1 3. SEE GENERAL STRUCTURAL NOTES FOR STUD REQUIREMENTS. Typical Stud Distribution28 Yp L 41/2' OMIT *3 BARS L <_ 6" OMIT *3 BARS 4Y2" < L <_ 5" 32"oc 6" < L <_ 12" 32"oc 5015 S" < L <_ 12" 24"oc 10" < L <_ 18" 24"oc *� Composite Deck Edge Form 3 0 P 5 4 3 2 D C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98I 0I P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVIEWED FOR ODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila UILDING DIVISION NO ISSUE I DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title A TYPICAL METAL DECK DETAILS EWEIEME Liqi R-7/3 1, JAN 23 2015 - FH 2015 MIDDLETON, INC. r'i l' ° Sheet 1-Q S-501 Copyright © 2012 Perkins+Will c:\temp\161028 Tukwila_For Construction_Iinc.rvt • 0 rcr ZNI C in • 12'-0" 15'-0" 13'-0" 15'-0" 15'-0" 15'-0" NOTES: 1. SEE SHEET A00-40 FOR TYPICAL EXTERIOR WALL ASSEMBLIES. 2. SEE SHEET A00-41 FOR TYPICAL INTERIOR PARTITION DETAILS. 3. DIMENSIONS ARE TO FINISHED FACE OF PARTITION, FACE OF GLAZING, AND CENTERLINE OF MULLION, UNLESS NOTED OTHERWISE. 4. INTERIOR DOORS ARE TO BE LOCATED 4" FROM ADJACENT PERPENDICULAR WALL, UNLESS NOTED OTHERWISE. 5. SEE SHEET A00-12 FOR TYPICAL MOUNTING HEIGHTS. 15'-0" 15'-0" 12'-0" KEYNOTE LEGEND 0 0 8 5 8 8 DOOR ACTUATOR, MOUNT AT 36" AFF BOOK DROP LINE OF WALL ABOVE LINE OF SOFFIT ABOVE CONTINUOUS SLIDING DOOR TRACK STEEL SHIPS LADDER CONCEALED BRACED FRAME, SEE STRUCTURAL ® ELECTRICAL CHASE O9 EXTENDED WOOD SILL - SEE DETAIL A5/A00-80 10 BUILT-IN CYBER BAR 1 134'-3" 31' -101/2" 12-01/4" 58'-91/8" 31' - 71/4" / 3'-71/2" B5. A11-10 2T-0" A3 A11-20 ..glIMmOIMMIN am ------1'C--� 1'-6" 1 -1131x," 8' - 61/2" 4'-83/4" - 5'-0" 5'-0" 5'-0" 5'-0" 67'-35/8" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" C- I 1'-811 1 / 5'-71/4" Fl (117A) 3'-0" 12'-8" STAFF 117 A3 A11-25 0 ' Co • i I ASI,a,b, I Num 8D HIP'S _ LADDE ' 117A 2'-8" D4 7'-4" (118 ) LOBBY 10C D2 1, •C 2 v � 11 1/4",, • 4" • co BREAK 116 ■ i 8D STAFF OFFICE 118 8D 0 8D UP MI MINI NIEMEN MEM _.NMI 1111111.111.••••••11- - 111111.1._•••.. 71 C) g 1+2" C4 1�1 milr 0• SELF - CHECK o 00 101 0 ASI 09 (113A) JANITOR' E TO 114 • ti Co A- > ALIGN 11/2" 7-1 4'-91/2' 113A WOMEN 115 8K 8J N MEN 113 8J -0 8K 2'- 11" 6'-0" r A2 Is c.41 • • A2 A11-24 l'-7/2'-0"/ 5'-0" • 5'-10" 5'-0" A5 CHILDREN'S 112 I 2' -10" 3 0 v Zo io ASSISTANCE 483 5'-0" 5'-0" I (W5) 5'-0" c. I C5 CHILDREN'S READING 111 ASI 119 Mgt B2 A11-53 ASI 01 ASI ' 19 ASI /001\ ASI 19 COMMUNITY MOSAIC 105 TEEN LOUNGE 108 Ai LEVEL 01 EL. +296'-8" CYBER BAR 108 4110 5'-0" 4'-01/4" 13/4" A5 A11-10 27'-0" 3'-71/2" COLLECTION –1-09 L 15'-01/2" • i a KITCH: NETTE ALC VE MEETING ROOM 106 106C) 106C 107 FEC 31/2" c. SOUTH READING 109B 1 CV 0 Ch RFI • Ci1 Crl 7C1- A1- • c*I 0 v 11 LIGHT FIXTURES FLUSH WITH FINISH FLOOR - SEE ELECTRICAL FOR TYPE AND SLAB PLAN FOR LOCATION, TYP. 12 NOT USED 13 EXPOSED BRACED FRAME, SEE STRUCTURAL 14 RECESSED TRACK FOR SLIDING DOOR AT FLOOR 15 STEEL CHANNEL HEADER TO SUPPORT SLIDING DOOR TRACK ABOVE 16 LINE OF CEILING ABOVE 17 WHITEBOARD, 5'x8', MOUNT © 7'-6" AFF 18 METAL LOCKERS, 8 TOTAL, MIN 2 LOCKERS ADA ACCESSIBLE 19 20 RFI 54 • N • c.1-1 3'-37/8" 5'-0" 81/8"—" - 3'-37/8" A4 A11-24 5'-0" 5'-0 5'-0" 5'-0" 5'-0 10'-0" 8 1/8" q. 130'-2" 5'-0" 0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 7'-0" 1'-7" —� • f FLOOR PLAN - LEVEL 01 � I j 3/16" =1'-0" 5 ztr M 00 • • w A11-23 co o a co PATRON LAPTOP COUNTER WALL MOUNTED ALUMINUM LADDER O rn M ..LL REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 6 2011 City of Tukwila BUILDING DIVISION 4 3 2 1 D C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System FOR CONSTRUCTION 07/29/2015 ISSUE FOR BID 04/15/2015 Drawing Issue Date 8153 REGIMEN) RCHU ECT KAY KORNOVICH STATE OF WASHINGTON Revisions 7 ASI 019 04/20/2017 6 RFI 070 4/12/2016 5 RFI 054 4/05/2016 4 ASI 009 03/15/2016 3 RFI 034 02/12/2016 2 ASI 001 08/31/2015 1 FOR CONSTRUCTION 07/29/2015 NO ISSUE DATE Sheet Information Date 7/22/2016 Job Number 161028.000 Drawn HH Checked RB Approved KK Title FLOOR PLAN - LEVEL 01 RECEIVED CITY OF T UKWILA APR 2 0 2017 PERMIT CENTER • Sheet A04-01 Copyright © 2015 Perkins+Will N 2/26/201324:00:44 PM D C B A 5 I 4 I 3 I 2 RFR RF SEE SCHEDULE FOR LOCATION OF 3 -WAY VALVES RADIANT FLOOR HEADER 24VAC TO/FROM RADIANT— INTERIOR FLOOR LOOPS SEE SCHEDULE FOR EXACT NUMBER OF LOOPS SPACE THERMOSTAT (TYPICAL FOR OFFICE) SLAB TEMPERATURE RADIANT FLOOR MANIFOLD NONE (nP) ' .-'l-- CS BY BMS DIV.26 MIS BY et) CS I AL1 TTT I I I PANEL CONTROL VFD S's SPEED ALARM SIS STATUS i i i 24VAC 24VAC SMOKE DETECTOR 7 DIVISION 26 115VAC BY 24VAC STATUS DUCT STATIC PRESSURE (AT AHU) 24VAC FREEZE STAT SA TEMP. HIGH STATIC PRESSURE (AT AHU) HR TEMP. EA DUCT STATIC PRESSURE (213 DOWNSTREAM) OA PRE FILTERS FINAL FILTERS OA FLOW 24VAC SMOKE DETECTOR A" 11 STATUS 115VAC BY DIVISION 26 SA 24VAC HEAT WHEEL 24VAC HWR ♦ A HW VFD CONTROL PANEL SIS ALARM SPEED (JNETWORJ AHU-1 100% OUTDOOR AIR WITH HEAT RECOVERY NONE RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System loWSP • F LAC IC+ KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions NO. ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title HVAC CONTROL DIAGRAMS SEPARATE PER 1JTAND APPROVAL REQ,BRED RED Sheet M06-01 Copyright © 2012 Perkins+Will 3/2/2015 2:22:54 PM c:\temp\161028 Tukwila_herzerh.rvt D C B A 5 5 4 3 INDEX OF DRAWINGS SHEET NUMBER SHEET NAME N v DD PERMIT • PERMIT REVISIONS PERMIT REVISIONS #2 01 -General 000 COVER SHEET • • • • • • G00-00 PROJECT INFORMATION & • • • • • • 3 of 3 DRAWING INDEX • • • • • 1 of 3 TUKWILA VILLAGE SURVEY • • • • • • 2 of 3 TUKWILAVILLAGE SURVEY o a • • • • 3 of 3 TUKWILA VILLAGE SURVEY • • • • • 02 -Civil C00-01 EXISTING CONDITIONS PLAN • • • • • • C01-01 CIVIL T.E.S.C. PLAN o a a • • • C01-02 T.E.S.C. DETAILS • • • • • CO2 -01 CIVIL SITE PLAN • • • • • • CO2 -02 CIVIL SITE DETAILS • • • • • • CO2 -03 CIVIL SITE DETAILS • • • • • 03 -Landscape L01-01 LANDSCAPE MATERIALS AND LAYOUT PLAN o • • • • PERMIT REVISIONS L01-02 LANDSCAPE SITE DETAILS • • • • L02-01 IRRIGATION PLAN • • • • • L02-02 IRRIGATION DETAILS • • • • • L03-01 LANDSCAPE - PLANTING PLAN - GROUND LEVEL AND GREEN ROOF • • • • • L03-02 PLANTING LIST AND DETAILS • • • • • 04 -Architectural A00-01 ARCHITECTURAL ABBREVIATIONS, SYMBOLS & NOTES o • a • v PERMIT REVISIONS A00-10 CODE COMPLIANCE DATA o • • • A00-11 ENERGY CODE COMPLIANCE • • • • • A00-11.1 ENERGY CODE ENVELOPE COMPLIANCE DIAGRAMS • o • • • A00-12 TYPICAL MOUNTING HEIGHTS • • • • • A00-40 EXTERIOR ASSEMBLIES • • • • • A00-41 PARTITION TYPE SCHEDULE & DETAILS • • • • A00-50 DOOR SCHEDULE AND DETAILS • • • • A00-70 ROOM FINISH PLAN, SCHEDULE & LEGEND o • o • A00-80 CASEWORK DETAILS • • • • A01-01 SITE PLAN • • • • • A04-00 SLAB PLAN - LEVEL 01 • • • • A04-01 FLOOR PLAN - LEVEL 01 • • • • • A04-02 FLOOR PLAN - LEVEL 02 / LOWER ROOF PLAN • • • • • A05-01 REFLECTED CEILING PLAN - LEVEL 01 o • a a • A05-02 REFLECTED CEILING PLAN - LEVEL 02 • • • o A06-01 ROOF PLAN • • • • A08-10 FURNITURE PLAN - LEVEL 01 FOR REFERENCE ONLY a • • • • A10-10 ENLARGED PLANS & INTERIOR ELEVATIONS • • • A10-11 INTERIOR ELEVATIONS a • A10-51 INTERIOR DETAILS • A10-55 CEILING DETAILS • • • A11-01 EXTERIOR BUILDING ELEVATIONS • • • • • A11-10 BUILDING SECTIONS • • o • A11-20 ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS • • • • • A11-21 ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS • • • • A11-22 ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS • • A11-23 ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS • • • A11-24 ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS • • A11-25 ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS • o A11-51 EXTERIOR DETAILS • • • A11-52 EXTERIOR DETAILS • A11-53 EXTERIOR DETAILS a A11-54 EXTERIOR DETAILS • All -55 EXTERIOR DETAILS • Al2-01 PLATFORM AND ROOF ACCESS - PLANS, SECTIONS & DETAILS • • • I 4 I 3 2 INDEX OF DRAWINGS SHEET NUMBER SHEET NAME a DD PERMIT v PERMIT REVISIONS PERMIT REVISIONS #2 05 -Structural S-101 GENERAL STRUCTURAL NOTES 03/02/2015 • • • • ISSUE S-102 GENERAL STRUCTURAL NOTES • • • • S-201 FOUNDATION PLAN • • • • • S-202 MEZZANINE - LOW ROOF FRAMING PLAN • o • o • S-203 ROOF FRAMING PLAN o. o • • • S-301 TYPICAL CONCRETE DETAILS • • • • S-302 CONCRETE DETAILS • • • • S-501 TYPICAL METAL DECK DETAILS • • • S-502 TYPICAL STEEL DETAILS • • • S-503 FRAMING DETAILS • • • • S-504 FRAMING DETAILS • o • • • S-505 TRUSS ELEVATION & MISCELLANEOUS DETAILS • • • • S-601 BRACED FRAME ELEVATIONS • • a a S-602 BRACED FRAME DETAILS • • S-603 BRACED FRAME DETAILS • • S-701 TYP. NON -LOAD BEARING METAL STUD DETAILS • • 06 -Mechanical M00-01 HVAC LEGEND AND ABBREVIATIONS 03/02/2015 • • • NO ISSUE M00-02 HVAC SCHEDULES • • • M00-03 HVAC SCHEDULES • • • • M01-00 HVAC - WASHINGTON STATE ENERGY CODE FORMS • • • • M01-01 HVAC SITE PLAN o. • • • M02-00 HVAC RADIANT FLOOR PLAN • • • • M02-01 HVAC FLOOR PLAN - LEVEL 01 • • • • M02-02 HVAC FLOOR PLAN - LEVEL 02 • • • M02-03 HVAC ROOF PLAN • • • M03-01 HVAC ENLARGED PLANS • • • M03-02 HVAC SECTIONS • • • • M04-01 HVAC HYDRONIC DIAGRAM • • • M05-01 HVAC DETAILS • • M05-02 HVAC DETAILS • M05-03 HVAC DETAILS • M06-01 HVAC CONTROL DIAGRAMS • • M06-02 HVAC CONTROL DIAGRAMS o P00-01 PLUMBING LEGEND, ABBREVIATIONS, AND SCHEDULES 03/02/2015 • • • NO ISSUE P02-00 PLUMBING FOUNDATION PLAN • • • P02-01 PLUMBING FLOOR PLAN - LEVEL 01 • • • • P02-02 PLUMBING FLOOR PLAN - LEVEL 02 • • • • P02-03 PLUMBING ROOF PLAN o. • • • P03-01 PLUMBING ENLARGED PLANS • • • • P05-01 PLUMBING DETAILS • • • • FP00-01 FIRE PROTECTION LEGEND AND ABBREVIATIONS 03/02/2015 • • • NO ISSUE FP02-01 FIRE PROTECTION FLOOR PLAN - LEVEL 01 • • • FP02-02 FIRE PROTECTION FLOOR PLAN - LEVEL 02 • • • • 07 -Electrical E00-00 ELECTRICAL SYMBOLS & ABBREVIATIONS 03/02/2015 • • • NO ISSUE E01-01 ELECTRICAL SITE PLAN • • o E01-02 SITE LIGHTING PLAN • • • • E02-01 ELECTRICAL FLOOR PLAN - LEVEL 01 • • • • E02-02 ELECTRICAL FLOOR PLAN - LEVEL 02 o. • o 0 E03-01 LIGHTING FLOOR PLAN - LEVEL 01 a o • • E03-02 LIGHTING FLOOR PLAN - LEVEL 02 • o • • E04-01 SYSTEMS FLOOR PLAN - LEVEL 01 • • o E06-00 LIGHTING CONTROL DETAILS/DIAGRAM • • E06-01 LIGHT FIXTURE SCHEDULE • • • E07-00 POWER ONE LINE DIAGRAM • • • • E07-01 TELECOM DETAILS o 2 PROJECT INFORMATION 14242 Tukwila International Boulevard Tukwila, WA 98168 PROJECT LOCATION S13 St $140 St W S 45S S 146 $t m S148St PROJECT DIRECTORY OWNER: King County Library System 960 Newport Way NW Issaquah, WA 98027 Phone: (425) 369-3200 CONTACT: Greg Smith ARCHITECT: Perkins+Will 1221 Second Avenue, Suite 200 Seattle, WA, 98101 Phone: (206) 381-6023 CONTACT: Ryan Bussard CIVIL ENGINEER: Coughlin Porter Lundeen 413 Pine Street, Suite 300 Seattle, WA 98101 Phone: (206) 343-0460 CONTACT: J. Alan Jacobson LANDSCAPE ARCHITECT: Karen Keist Landscape Architects 111 West John Street, Suite 305 Seattle, WA, 98119 Phone: (206)323-6032 CONTACT: Karen Keist STRUCTURAL ENGINEER: Coughlin Porter Lundeen 413 Pine Street, Suite 300 Seattle, WA 98101 Phone: (206) 343-0460 CONTACT: Cory Hitzemann MECHANICAL ENGINEER: WSP • FLACK + KURTZ 1932 First Avenue, Suite 307 Seattle, WA, 98101 Phone: (206) 770-7779 CONTACT: Tom Marseille ELECTRICAL ENGINEER: Sparling 720 Olive Way, Suite 1400 Seattle, WA, 98101 Phone: (206) 667-0555 CONTACT: Joe Virnig LIGHTING DESIGNER: Sparling, Candela 720 Olive Way, Suite 1400 Seattle, WA, 98101 Phone: (206) 667-0555 CONTACT: Lauren MacLeod ACOUSTICAL ENGINEER: Sparling 720 Olive Way, Suite 1400 Seattle, WA, 98101 Phone: (206) 667-0555 CONTACT: Basel Jurdy APPROVED APR 0 3 2015 City of Tukwila PUBLIC Works REVIEWED FOR CODEC COVED CE AP APR 0 6 2015 1 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR. 0 3 2015 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswiU.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions B PERMIT REVISIONS #2 03/02/2015 A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 03/02/2015 Job Number 161028.000 Drawn HH Checked RB Approved KK Title PROJECT INFORMATION & DRAWING INDEX Sheet G00-00 Copyright ®2012 Perkins+Will PARKING LEGEND Q# NUMBER OF STALLS IN ROW c COMPACT STALL 1 1 iti\\ ;, 1 1 1 1 1 1 1 1 I = DESIGNATED LIBRARY PARKING STALLS THE SAMARA APARTMENTS PEDESTRIAN CONNECTION ROUTE, TYP. EASEMENT 10' WIDE TYPE II LANDSCAPE PERIMETER 10' WIDE TYPE IILANQSCAPE PERIMETER (5' PLANTING. &. SIDEWALK) j 1\\� NORMANDY COURT APARTMENTS 10' WIDE TYPE II LANDSCAPE PERIMETER S 144th STREET LANDSCAPE PLAN SEE SHEET P3.30 PROPERTY LINE 1 UPPER BUILDING OUTLINE, TYP. BUILDING B UNITS - 125 GARAGE PARKING STALLS - 86 4 EMPLOYEE PARKING STALLS _ IN GARAGE full 41ST AVE S TO BE VACATED RIVERTON TERRACE The Village ARTwalk The Village ARTwalk will feature numerous forms of art, sculpture and photography created by members of the local art community. These art pieces will be prominently displayed at designated locations throughout Tukwila Village. ARTwalk will present art, sculpture and photography that are unique to the various cultures represented in this community. This could include the Foster High School art program and other local or regional art programs such as King County's "4Culture" programs. ARTwalk guide brochures can be produced for each new exhibit, illustrate the locations of the various art and sculpture work along with a description of the piece and a bio about the artist that created them. The ARTwalk work will be rotated on a schedule determined by the community management group. The work will be a combination temporary and permanent installations. Library parking required: 10,000 SF bldg. @ 4 stalls/1000 SF @10% reduction = 36 stalls on-site PROVIDED: 32 surface + 4 garage + 4 on -street = 40 total = 40 stalls = 36 stalls PEDESTRIAN CONNECTION ROUTE TYP. PARKING EASEMENT FOR KING COUNTY HOUSING AUTHORITY 0 J a . 2 p V / -J and entitlement 0 U) a) a) v yQy N N pcNi CZ a) Melvin R. Easter - RLA, ASLA STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT Li C GE ENTRY Io FIRE ACCESS LANE PROPERTY LINE Co N MELVIN R. EASTER CERTIFICATE NO.398 Issue Dates -o • BUILDING E ` \\\ HH UNITS - 124 GARAGE PARKING STALLS - 80 K \I 10' WIDE TYPE II LANDSCAPE PERIMETER BUILDING A ......... .. UNITS 7 84 GARAGE PARKING STALLS - 85 LOADING STALL / EXISTING BUILDING TO BE REMOVED • I 10 10 In CI MCI 12.E 10' WIDE TYPE II LANDSCAPE PERIMETER LIBRARY (BY OTHERS) BUILDING A SITE PLAN - SEE SHEET P2.0 EXISTING'BUILDING TO BE REMOVED.; TUKWILA VILLAGE PARKING II PROPERTY LINE 11 PEDESTRIAN CONNECTION ROUTE TYP. GREAT BEAR MOTOR INN PHASE 1 PHASE 2 PARCEL A PARKING GARAGE = 85 SURFACE = 93 TOTAL = 138 PARCEL C PARKING GARAGE = 0 SURFACE = 11 TOTAL = 11 LIBRARY- PARCEL D SHARE PARKING ON PARCELS A,B,C PHASE 1 TOTAL = 149 STALLS PARCEL E PARKING GARAGE =49 + 80 =129 SURFACE = 29 SURFACE (KCHA) = 18 PHASE 2 TOTAL = 176 PHASE 3 PARCEL B PARKING GARAGE = 86 SURFACE = 34 PHASE 3 TOTAL = 120 S. 144TH ON STREET PARKING = 18 STALLS SITE TOTALS = 445 + 18 (KCHA) = 463 STALLS PLAZA SITE PLAN - SEE SHEET P3.0 --J REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER OWNER APPLICANT: Desc. BAR SUBMITTAL TUKWILA VILLAGE DEVELOPMENT ASSOCIATES, LLC 0 W co I- C- V O 0 W I— U LL. J 00 • cn a! _-c O N _ O o z w C� O 0 U W o� wce ▪ _ it a.= 0- PROJECT #: LA -1113 FILE NAME: LA1113 - P1.0 DRAWN BY: CP/LP/MB OVERALL SITE PLAN OVERALL SITE PLAN ° 15 30 60 90 1" = 30'-0" -.l N3.2.1(0, P1 .0 BAR SUBMITTAL Phone: 206.204.0507 2 0 r M " O N (0 C:1Users\USBG03225\Documents\MPF-10450-KCLS Tukwila Branch - 2013 USBG03225.rvt D C B A 5 I i2 3 4 I 3 I 2 I 3" ST DN & CONN TO DOWNSPOUT 6' AFF. 3"STDN&CONN TO DOWNSPOUT 6' AFF. 3/4" CW 1 CWFU KITCHENETTE ALCOVE 106B STAFF VESTIBULE 100 117 SF ]1 CON/ MUNI FY MOSAIC 105 1827 SF MEETING ROOM -U 106" . _ I_ 552 SF --_.J yl` / ,1. l 1/ , 3/4" DN FROM ABOVE ASSISTANCE POINTS ................ 103 STAFF• OFFICE 118 1.5 CWFU BREAK 116 142 St`-,. WOMEN ........... 115 126 SF TEEN 'ILOUNGE I 105 1220 SF ~~~ 1.5 CWFU, 10 CWFU 2" CW RISER 135.5 CWFU WH -1 1 CWFU 0' II I 0 I I uh'r_ci "r= 5 CWFU �1 1? 1 P03-01 C^n 100 CWFU 15 CWFU 1 CWFU 123.5 CWFU 108.5 CWFU CHILDREN 112 ......-.... 543 SF PLUMBING FLOOR PLAN - LEVEL 01 (.1) 3116"=1'-0" 1 ?1 a 3/4" CW DN FROM ABOVE, 1 CWFU 1 SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARDE PIPING TO ALL FLOOR DRAINS. NUMBERED NOTES: /PROVIDE AIR ADMITTANCE VALVE AT SINK VENT TERMINATION BELOW COUNTER (OATEY SURE VENT) (3(,b RECEIVED CITY OF TUKWILA JUN 212013 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bWSP• IFLACK+KU RIZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wsptk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title PLUMBING FLOOR PLAN - LEVEL 01 SEPARATE PERMIT AND h PPROVAL REQUIRED Sheet 02-01 Copyright © 2012 Perkins+WlI C:\Rev.it Local\2014\Tukwila Library Structural_PJC.rvt D C B A 5 5 I yss 4 3 2 2'-1 1/2" H5 4x4x5/1 B - AGE TYPE II AT 30 CORNERS BASE -301 y PER 12/5-302 TO TOP OF SLAB �p+0� L SEE NOTE 3 FOR GGREGATE PIER REQUIREMENTS A FOOTINGS, TYP. BELOW GRADE PIPE PER PLAN NOTE t-- H55 4x4x5/16 BRACE 2'-10 5/8 22 SLIDER DOOR 5 SEE 5-202 PORT ABOVE - TYP. AT WINDOWS DESIG -BUILD STAIR PER P N NOTE 5 SEE N EQUI COL. PER 28/5-505 in 1'-i" N r- TE 3 FOR AGGREGATE PIE E-M€NTS -FOOTINGS -i 1 SLAB -ON -GRADE 4 NON-STRUCTURAL TOPPING SLAB PER PLAN NOTE 1, U.O.N. T.O. HALL EL. = 298'-9" 2q6'-4" T.O. STRUCTURAL SLAB BELOW GRADE PIPE PER PLAN NOTE 4 T.O. TOPPING SLAB 5LT-3 CLT DECKING (NOTE 1 ON 5203) T.O. YVALL EL. = 298'-83/4" T.O. NALL `�� EL. = 299'-63/4" Foundation Plan 1 /8" = 1-0" 5LT-3 WALL PANELS (NOTE 1 ON 5203) T.O. WALL EL. PER ARCH'L. SEE 24/5-505 PLAN NOTES: 5LT-3 CLT WALL PANELS (NOTE 1 ON 5203) 1. SLAB ELEVATION SHALL BE AS SHOWN IN PLAN. SLAB -ON -GRADE SHALL BE 4" THICK WITH 6x6 W1.4xW1.4 WWM AT CENTER W/ 4" NON-STRUCTURAL TOPPING SLAB PER ARCH'L, U.O.N. TOPPING SLAB SHALL BE SHRINKAGE - REDUCING CONCRETE PER THE SPECIFICATIONS if REINFORCED IN/ #4 @ 18"oc E.W. PROVIDE AN APPROVED MEMBRANE OR BOND BREAKER BETWEEN SLAB -ON - GRADE AND TOPPING SLAB. PROVIDE INSULATION i# VAPOR BARRIER PER SPECIFICATIONS BELOW SLAB AT INTERIOR SPACES OVER FREE -DRAINING CAPILLARY BREAK MATERIAL PER SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSION AND SLOPE REQUIREMENTS 2. PROVIDE CONSTRUCTION/CONTROL JOINTS IN SLABS ON GRADE AND TOPPING SLAB TO DIVIDE SLAB INTO RECTANGULAR AREAS 225 SQUARE FEET OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. JOINT LOCATIONS MUST BE APPROVED BY THE ARCHITECT. SEE 6/5„301 . 3. TOPS OF ALL FOOTINGS SHOWN IN THIS PLAN SHALL BE AT ELEVATION 214'-10", U.O.N. OVER EXCAVATE AND PLACE SUITABLE COMPACTED FILL PER CIVIL DRAWINGS/SPECIFICATIONS AT SLAB -ON -GRADE. SPREAD AND BRACED FRAME FOOTINGS SHALL BEAR ON 501LS REINFORCED USING AGGREGATE PIERS (READ. BEARING CAPACITY = 5,000 PSF, U.O.N.) SEE GENERAL STRUCTURAL NOTE 15 AND SPECIFICATIONS FOR ADDITIONAL AGGREGATE PIER REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH FINAL SITE GRADES AND MAINTAIN MINIMUM DEPTH OF FOOTINGS SHOWN ON THE DRAWINGS. 4. SEE ARCHITECTURAL/MECHANICAL/CIVIL/UTILITIES DRAWINGS FOR UNDERSLAB PIPING. COORDINATE FOUNDATION DEPTHS AND PIPING IN ACCORDANCE WITH 28/5-301. 5. ALL STAIRS NOT SHOWN ON THE STRUCTURAL DRAWINGS ARE DESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED, DETAILED, AND SUPPLIED BY THE STEEL FABRICATOR - SEE GENERAL STRCTURAL NOTE 12. 4 I 3 LEGEND: T.O. HALL EL. = 291'-63/" x' -x" T.O. NLALL EL. = x' -x" TOP OF SLAB ELEVATION TOP OF FOOTING ELEVATION FOOTING MARK PER 6/5-302 TOP OF CONCRETE WALL ELEVATION AGGREGATE PIERS ONLY READ. WITHIN 3'-0" OF COLUMN EA. SIDE AT BRACED FRAME FOOTINGS (HATCHED AREA) - SEE PLAN NOTE 3 SEISMIC FORGE RESISTING LEGEND: (SEE GENERAL STRUCTURAL NOTE 13) BRACED FRAME PER ELEVATION SF -X OF SHEET 5-601 DIAGONAL BRACE PER PLAN 2 SEE ARCH'L DINGS FOR T.O. GONG. CURB TRANSITION IDENTIFY LOT LINES IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building setbacks the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines. PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. 1 NEC 250.52 Grounding Electrodes. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of VP or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) b$ft-21/7 ETON, INC. D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVISIONS 10/10/14 APERMIT NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH 1 Title FOUNDATION P IAN ..r•1 1tlE!'3CIL nn1 II.�r�' �� 'q1)M"Jut --Sheet S=201 Copyright © 2012 Perkins+Will C:1Users\USBG03225\Documents\MPF-10450-KCLS Tukwila Branch - 2013 USBG03225.rvt 5 D C 6 DFU 1 DFU B A 1/2" TP UP (TYP 3) 2" CW FROM CIVIL 7f,1„.171111,1111- CZ 1 STAFF 117 699 SF 1 4 3 3" ST SEE CIVIL FOR CONTINUATION 3" ST UP 2 3" ST SEE CIVIL FOR CONTINUATION 3" ST UP! 2" SAN UP TO SK 1 SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. NUMBERED NOTES: VESTI EUL 100 4" SAN FROM CIVIL 37 DFU COVIMUNITY MOSAIC 117 SF ................. 105 ......... ...... 1827 SF ..................... . ASSISTANCE POINTS 103 2" SAN UP STAFF;• OFFICE 118 I. 12' DFU 87 SF 16 DFU DN FROM ABOVE - .4" SAN UP TO FLUSH VVOMENFIXTURES ABOVE j 11S 1' o SF 2" SAN UP TO FD 7 DFU 3DFU; 2"VUP 1 2"VUP 2DFU r -tel :32 DFU II'. 35 DFU 1DFU 2" SAN UP DFU 2" SAN UP TO FD 128 SF 2" CW UP 2" SAN UP TO SK3" SAN UP 2" SAN UP TO FD 4 DFU 3" SAN UP 2 DFU -28 DFU_::_-:-::_._:. CHILDREN'S 112 543 $F PLUMBING FOUNDATION PLAN 5 4 3 2 ABC -1[13 RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System 600 University St.,Suite 500 Seattle, WA 98101 Tel (206) 342-9900 www.wspfk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions Job Number Drawn Checked Approved Sheet Information 161028.000 BG TM TM Title PLUMBING FOUNDATION PLAN Copyright © 2012 Perldns+VVII 51 I 41 I 3 I 2 I 1 TUKWILA INTERNATIONAL BOULEVARD R/W P/L ` PERKINS 300 4 4 EXISTING SIDEWALK > EXISTING GRADE VARIES H I I1 PROPOSED BUILDING 300 +WILL 298 _ L. — .T � r J 'moi' I / ,, ; — J / / < /' \/: .' `> ; ,*r,\r ;\ •��;'\ /,`\ \/ , /�%,,/. ,,./.%\/':/, \ . \ aid` \,;\/�\j — — 77-,„ /;/; /:, /.. / \ � \<\,.\` ;\"\ /; \ . /,;\„ /;,; - — ; , ,/ , ,,. .,;. /. \�, "% , \. \' \ ` ,, :,. — — / , ✓, ; •, /./'';/\% ; _ — —>, \, CXip W \ %� ,• OCR �; \ /. .ate., ;. i. , � — — — ;'/ , � . \ /\ `:; \ ;,\ /.,/;,..,/ \ �, // // \ i :/\\<1/ � /.' r. ;// ;,\ •; //::// \ \ ;' //:;/\c,; / \,/ ,\ �� ,.\ ../., /,./ /./•,. , ., \/ `'/, — / .; \ \Seattle ,;�/\/ '/' / \\.1;//,\\\� .\%�\, \/ ; ., \.,. /://. /"/”/ /\ `,%/\, `, \. / % j�, '\' ,\ / ,;:;"',;; \% \ I 298 1221 Second Avenue Suite 200 WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com \\.:\. . \ \ ' \• \ : \ \;'' •: ,‘‘.‹;,...,,-:•,,,,, :\..,•,\•‘</://\(///\'')\\./\'‘\i ;\, / ! N 15 2:22:32 PM c:ltemp1161028 Tukwila_herzerh.rvt PERKINS +WILL Tukwila Library King County Library System 14380 Tukwila International Boulevard Tukwila, WA 98168 PERMIT REVISIONS #2 03/02/2015 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac' • of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. - Date: By: +7 www.perkinswill.com tvis° 40 isto SEPARATE PE ;MIT RECU:RED FOR: h"e nanical Electrical WI/Plumbing DO Gas Piping City of Tukwila Bt.ilt_T2.iNG DIVISION FRE ccy —Tin it Mei. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy an• ons' ',,ns is acknowledged: By: Date: City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new pian submittal and may include additional plan review fees. CORRECTION LTR#___2_ p13-�i 1� RECEIVED CITY OF TUKWILA MAR. 0 3 2015 PERMIT CENTER Copyright© 2011 Perkins+Wdl 7906.0; I 4343.0 1 c:\temp\161028 Tukwila_herzerh.rvt ENVELOPE UA CALCULATIONS 2009 Washington Compliance State EnergyCode Corn liance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address KCLS Tukwila,. Library Date 10/11/2014 Occupancy Group Nonresidential 0 Multifamily residential Clear 0 Zone 2 Climate Zone ID Zone'1` Fenestration; Area as % gross exterior wall area. 54 .9% Max. Target: 40 .0% Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. ,2: U -factors shall come from chapter 10 or calculated per 1332. Seethe ENV -CHK worksheet for example of how to completethe rows on this form. For Building Department Use Building Component Provide assemblyID &page/plan#for each bldg. element,, U, a 0 C R=42 a R R ID: Upper Roof (R-1/13-2, A00-40) ID ID: Proposed UA A -UxA U -factor h Area (A) UA ( Target UA Area (A)= U -factor x 0.016: 10025 160.4 0.034 10025 Above Deck, Insulation UA (U x°A) 340.9 U -O 03? m I, R=20 R=20 R= ID: Lower Roof (R-3, A00-40) ID' Roof at Bay Window (R-4, A00-40) ID. 0.063 0.063 1286 18 81.0 1.1 0.031 1304. Metal' Building 40.4. U-0.031 s.. R= R ID: ID 0.027 Single raftattic, other U-0 02 a) d N LL 2 R=34 R=34 R=16.2 R=14.9 ID: Terra Cotta Rainscreen (W-1, A00-40) ''A 0-40 P Panel Rainscreen(W-2,0 ID: Metala ) ID: Alum Panel at Bay Window (W-4, A00-40 zi ID: Alum Panel:at Glazing g(W-5, A00-40 ) 0..034' 0.034 0.067 0.051 2176 934 80 139' 74.0 31.8 5.4 7.1 0.064: 4379 280.3" Steel frame/metal bldg U-0.064 o- 0 0 O a 0 R= R= ID ID:' ID: ID 0.057' Wood Frame, other U-0.057 U) U) 2 E 0 o 0_o 0 R=14 ID, Concrete walls 'at north and west (W-3) ID R R= ID: Proposed assembly U -factor from Tables 10-5 thru 10-5B: R= R= Proposed assembly U -factor from Tables. 10-5 thru;10-5B': Do NOT us ID:�' ID:' ID: 0.080 414 33.1 0.150 545 81.7 U= ID: ID: ID: e Table 10-1; 0.150 Assumed to be MassWall .:U-0:150 0.60` 0 0 LL. R ID: ID: ID: 0.029. F -factor x Perimeter UA(U x A; F -factor x Perimeter = UA (U x A) co a) C R ID: ID:, 0.540 Slab-.-On"-Grade U-0.540 a). R=12 ID: Concrete 'slab on grade (F-1) 0.440 424 R_ ID: Proposed assembly F-factorscan use, the unheated values in Table 10-2 *.t neMU w II me tin TabLe 13-1 mote 1 c be entered LJ -value -value of 0.1 ratnner�an: able 1 u- o values. Hans must clearly state footnote requirements. Page 1 Subtotal 186.6 0.360 424 152.6 Area UA t 15496 580♦ HeatedSlab-On-Grade U-0.360 Area UA 16677 896 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Project Address KCL$ - Tukwila Library Date Fenestration Area as % gross exterior wall area 54.9 %' Max., Target: 40.0 % Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form, 2: Provide NFRC or Table 10-6 U-factor(See Section 1312.1) for fenestration assemby (combined frame and glazing performance) See the ENV -CHK worksheet for example of how to complete the rows on this form. For Building Department. Use Building Component Provide assembly ID & page/plan # for each bldg. element Proposed UA, U -factor x Area (A) = UA (U x A Vertical Fenestration 0 E. ti. -_0 0 2 w 2 0 z U= U= U t7=: U= U= U= ID: Solarban 60, Argon Filled ID: Solarban 70, Argon Filled ID ID ID: ID: ID: ID: 0.33 0.33 2058 1913 679.1 631.3 U -factor 0.40 Target UA x Area (A) = UA (U x A) 2892 1156.6 Metal Frame U-0.40 0.32 Non -Metal Frame U-0.32 lopronismie 0 a z U= U= ID: Aluminum Storefront Doors ID: ID: D: 0.55 192 105.6 0.60 140 83.9 Metal Entance Door U-0.60 U= U= U ID: ID: ID: ID: 0.50 Without Curb -0.50 U= U= ID: Solarban 70 I D ID: ID: 0.51 180 91.8 0.60 131 To comply: 1) Proposed Total UA' shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. 5 Page 2 Subtotal. Page 1 Subtotal Total'. Area UA 4343 1508. 15496 580 19839 2088 Area 3162 1319 16677 896 19839 2215 SHGC CALCULATIONS 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily IH:G �C�I�u�l�n 2009 ashin g on State Ener Code Compliance Forms for Nonresidential and Multifamily Residential Project Address KCLS - Tukwila Library Date Revised February 2011 10/11/2014 Fenestration Area. as % gross exterior wall area 54.9 % Prop 40% Max.Target Prescriptive PF Credit OYes 0 No. Vertical North Facing Credit (1323.3 Exp. 2 ) ()Yes 0 No Notes: To comply rt the' Proposed total SHGC x A for all fenestration (vertical 81, skylights) shall not exceed Target total SHGC x A If the north facing credit is used then the north and non -north must comply separately with skylights being included with the non -north vertical fenestration. For Building Department, Use Skylights " List ID & page #, NFRC or glass only ID: Solarban 70 ID: ID: ID:, ID: ProposedSHGC SHGC* xArea (A) = SHGC x 0.18 180'. 32 * Note: Manufacturer's SC may be used in lieu of SHGC. Nonresidential compliance is based upon combined skylight and vertical fenestration performance. Residential compliance is based upon skylight only. Totals 180.0 Target SHGC SHGC x Area (A) _ ,SHGC x'A 5.. 0 .35 131. 49 Criteria SHGC AII' 0.35 32.4 Totals 131.1 45.9 SHGC All Non -North Vertical Fenestration ++ Proposed P FAdjusted __. Area (A)SHGC x / #,NFRC orglass only SHGC+, PF x( List ID & page Mull* SHGC: Target SHGC SHGC x Area A ) = SHGC x A ''' 60 -East clerestory0.37 ID. Solarban' _ ID. Solarban 70 South; clerestory ID: Solarban 70- West0.40 ID: Solarban 60 - East, under overhang at Terrace ID: Solarban 60- East, Entry ID: Solarban 70 - South, shaded ID: Solarban 70- South, unshaded ID: ID: ID: 0.27 0.27 0.37 0.37 0.27 0.27 1.00 0.58 0.49 0.35 0.49 0.23 0.44 0.61 1.00 0.67 0.74 0.67 0.82 0 16 0.16 0.27' 0.25 0.27 0.18 0.22 669 52 969 798 166 901 68 `109 9 262 198 45 163 15 0 .40 2 638 1055.2 Criteria SHGC AII Prescriptive PF 0.45 ++Note: If projection factors or north vertical glazing credit are used Totals then vertical fenestration must be entered according to orientation. If 3623.0 800.4 Totals 2638.1 1055.2 Non -North 1101 .1 neither are used then ventical fenestration can be entered in either section. Non -North Total + Note: Manufacturer's SC may be used in lieu of SHGC. Fenestration that 832`: 8 separates conditioned space from a non -conditioned or semi -conditioned space shall be listed here with a proposed SHGC equal to the target value. * Note: Multipliers only apply if prescriptive PF credit not used. North Vertical Fenestration++ Proposed SHGC PF Adjusted List ID & page #; NFRC or glass only SHGC+ PF* x Area (A) = SHGC x / Mull SHGC Target SHGC SHGC x Area (A) = SHGC x A ID:: Solarban 60 - North, under roof overhang ID: Solarban 60- North, no shading ID: Solarban 60- North, clerestory ID: ID: ID: 0.37 0.37_ 0.37 0.22 0.68 0.91 1.00 0.78 0.34 0.37' 0.29' 356 148 36 120 55 10 0.40 393 157.3 Criteria Mixed North Orientation Separate All 0.40 0.45 Prescrpt P 0.45 0.50, North Total 540.0 185'.0 Walls - Wood Framed and Other 393.2 157.3 For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A. If north glazing credit Is used then north facing vertical fenestration must comply separately from non -north vertical fenestration and skylights. Grand. Total Area ('SHGC x A 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily ry Are A Oso 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential !Pro A ess KCL s - Tukwila Library 'Date Revised February 2011 10/11/2014 1 If the total fenestration area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this caicuiation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Fenestration -> Opaque -> Gross Exterior Wall Area. SKY=Skylight. Refered to as overhead glazing in WSEC 1333 & and equations 13-1 & 13-2. VF = vertical fenestration. Refered to as vertical glazing in WSEC 1333 1334 and equations 13-1 & 13-2: NW = net wall (excludes fenestration, BG, and doors.) DBG = Doors and below grade wall. Total Fenestration = SKY + VF. Gross Exterior Wail Area VF + NW + DBG Proposed Areas Above Grade Walls Doors & BG Wails SKY= 180.0 VF= 4163.0 For Building Department Use 0 Applicant Name: PERKINS + WILL Applicant Address: 1221; 2nd 'Avenue, Suite 200 Seattle, WA, 98101 NW= 3743.0 DBG= • Total Fenestration 4343.0' X Max Fenestration % (Table 13-1) 40.0% 100 1 Maximum Target Fenestration Area 3162.4 1180.6 ration Total Fenestration 4343.0 Net AG Wall Area -F 3743.0'. Excess Fenestration 1180. 6 Excess Fenestration. I1180.6 Vertical Fenestration metal frame non-metal frame metal entrance Skylight without curb with curb AG Wall; Steel Frame/metal Wood/Other frame Mass Sum of Proposed SHGC Calculation Skylights (all) Non -North Vertical Fenestration North Vertical Fenestration Target Fenestration 3162.4 1 Target Net Wall Area I:4923.6 I Proposed Area' 3971.0 19 . 0. Proposed Area 180 . 0 • X Pro osed Area Total Fenestration Net Wall I 3743.0. Target VF Mutt. 0.73 0.73. Target VF Mult. 0.73. Ta . et Net Wall Mult. Excess Fenestration 1180.6 Target VF Multiplier 0.73; I Target Net Wall Mult. I 8086.0 Proposed Area', 180.0 362 3.0 540.10 X Sum of Target. Target VF Mult. 0.73 0:73 0.73. 1.32 Target Area 1 2891 39.81 Target Area 131::1, Tar et Area 11 379.;.0 11 '> For Building Department Use Tukwila, WA 98168 Applicant Name: PERKINS + WILL Applicant Address: 1221; 2nd 'Avenue, Suite 200 Seattle, WA, 98101 Applicant Phone: 206.381-6000 pp 544 61 Walls- Mass • Walls- Metal Building 8086. 0 Walls - Steel Framed Opaque Doors - Non -Swinging Target Area 2638 ,.11 1411,I1393tH Apply to all, Proposed Fenestration Areas to get Target Fenestration Area Apply to all Proposed Opaque AG Wall Areas to get Target Area Target areas in shaded boxes shallbe used as target areas on ENV -UA. Sum of Proposed must equal Sum of Target. SHGC target areas in shaded boxes shall be entered as targetareas on ENV-SHGC ENVELOPE SUMMARY 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Zone Nori...FZesideritia 2009'Washington State Energy Code Compliance Forms for Nonresidential and lMultifamily _ Residential Revised February 2011. Project Info Project Address KCLs - Tukwila Librax Y Date 10/11/2014 14242 Tukwila International Boulevard For Building Department Use Tukwila, WA 98168 Applicant Name: PERKINS + WILL Applicant Address: 1221; 2nd 'Avenue, Suite 200 Seattle, WA, 98101 Applicant Phone: 206.381-6000 pp Project Description ew Building❑ Addition Alteration 11 Change of Use Compliance Option p l? Prescrilive ❑ Component Performancemance (See Decision Flowchart;(over)`for qualifications) Seattle EnvStd ❑ S < stems Analysis sis J: Occupancy Group ®Nonresidential 0Mlultifamily,Residential Zone ® Climate Zone 2 See VVSEC 302.3 for county list) � Climate Zone, �} ( �! Fenestration Area Calculation. These fenestration and wall values are calculated per inputs provided in the ENV -UA form.; /n the electronic form these cells au fa -fill and cannot be edited. Total Fenestration (rough opening) Gross Exterior (vertical. & overhd) divided by Wall Area times 100 equals % Fenestration 4 3 4 3 0 . � s o s :0 X � Oa 54.9 '_ ' Semi - Heated Path tall requirements as defined in> section T310.2c Onlyallowedas 0 Allowable if project meets v prescriptive` path and must be calculated separately from other conditioned spaces; Limited to noreduced wall insulation levels: Requires other fuel heating; and qualifying thermostat. Envelope Requirements (enter values as applicable) Minimum Insulation R -values Roofs - Insulation Above Deck Non -Metal Frame Roofs -' Metal Building Metal Frame Roofs - Single Rafter Entrance Door Roofs- Attic and All Others Skylights - Without Curb Walls- Mass • Walls- Metal Building Opaque Doors - Swinging Walls - Steel Framed Opaque Doors - Non -Swinging Walls - Wood Framed and Other Maximum :SHGC (or SC) Floors - Mass Non -North Floors- Steel Joist North Floors - Wood Framed and Other Skylights Maximum F factors Slabs -on -Grade - Unheated Slabs -on -Grade - Heated Notes: Envelope' Requirements ( continued )' Maximum U -factors Vertical Fenestration Non -Metal Frame ISSUE Metal Frame Entrance Door Skylights - Without Curb Skylights- With Curb Opaque Doors - Swinging Opaque Doors - Non -Swinging Maximum :SHGC (or SC) Vertical Fenestration Non -North North Skylights 4 3 ENERGY CODE NOTES 1. . METHOD OF ENVELOPE COMPLIANCE: COMPONENT PERFORMANCE (TARGET UA) 2. REFER TO 'ENERGY CODE ENVELOPE COMPLIANCE DIAGRAMS' ON SHEET A00-11.1 AND 'EXTERIOR ASSEMBLY DETAILS' ON SHEET A00-40. 3. INSULATION INSTALLED BELOW FLOOR ASSEMBLIES IS TO BE IN DIRECT CONTACT WITH SURFACE AND SUPPORTED AT 4. SEAL ALL SEAMS OF VAPOR RETARDER TO PROVIDE CONTINUOUS BARRIER. 5. PROVIDE SEALANT AT ALL PENETRATIONS THROUGH VAPOR RETARDER AND AIR/WATER BARRIER. 6. THE BUILDING ENVELOPE SHALL BE DESIGNED WITH A CONTINUOUS AIR BARRIER TO CONTROL AIR LEAKAGE INTO OR OUT OF THE CONDITIONED SPACE. 7. THE AIR BARRIER COMPONENT 0F EACH ASSEMBLY SHALL BE JOINED AND SEALED IN A FLEXIBLE MANNER TO THE AIR BARRIER COMPONENT OF ADJACENT ASSEMBLIES, ALLOWING FOR THE RELATIVE MOVEMENT OF THESE ASSEMBLIES AND COMPONENTS. 8. THE AIR BARRIER SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE COMBINED DESIGN WIND, FAN, AND STACK PRESSURES ON THE AIR BARRIER WITHOUT DAMAGE OR DISPLACEMENT, AND SHALL TRANSFER THE LOAD TO THE STRUCTURE. IT SHALL NOT DISPLACE ADJACENT MATERIALS UNDER FULL LOAD. 9. THE AIR BARRIER SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND IN SUCH A MANNER AS TO ACHIEVE THE PERFORMANCE REQUIREMENTS. 10. WHOLE BUILDING TESTING OF THE AIR BARRIER SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ASTM E 779 OR APPROVED SIMILAR TEST. COMPLIANCE OF THE CONTINUOUS AIR BARRIER FOR THE BUILDING ENVELOPE SHALL BE DEMONSTRATED BY TESTING THE COMPLETED BUILDING AND DEMONSTRATING THAT THE UPPER 95% CONFIDENCE INTERVAL FOR THE AIR LEAKAGE RATE OF THE BUILDING DOES NOT EXCEED 0.40 CFM/FTA2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCH W.G.(1.57 PSF). 11. PROVIDE WEATHERSTRIPPING AT ALL EXTERIOR DOORS AND OPERABLE WINDOWS. 12. GLAZING: A. CONTRACTOR SHALL SUBMIT NFRC CPD PRODUCT NUMBER FOR ALL GLAZING SYSTEM PRODUCTS B. BASIS OF DESIGN FOR ALL GLAZING SYSTEMS IS SCHUCO FW 60 C. BASIS OF DESIGN FOR ALL SKYLIGHTS IS SCHUCO AWS 57RO 13. AIR LEAKAGE AT FENESTRATION & DOORS: A. CONTRACTOR TO PROVIDE NFRC CERTIFICATION B. MAX. 1.0 CFM / FTA2 @ 1.57 PSF TEST PRESSURE AT ENTRANCE C. MAX. 2.0 CFM / FT^2 @ 1.57 PSF TEST PRESSURE AT WINDOW WALL 14. BUILDING ASSEMBLIES USED AS DUCTS MUST BE SEALED, CAULKED, AND GASKETED TO PREVENT AIR LEAKAGE. 2 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 1 4 2014 PERMIT CENTER A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date \sio„„.,t1,T3 RE STEREO \ "TT KAYKORNOVICH EOF WASHINGTON Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Date Sheet Information 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ENERGY CODE COMPLIANCE Sheet A00-1 1 Copyright @ 2012 Perkins+VVill N 6/20/2013 11:00:18 PM c:\temp\161028 Tukwila_herzerh.rvt 5 I 4 I 3 I 2 I 1 ABBREVIATIONS SYMBOLS MATERIALS SYMBOLS LEGEND REFLECTED CEILING LEGEND GENERAL NOTES PERKINS ABBREVIATIONS WHEN USED IN COMPOSITION SHEET NUMBER BUILDING SECTION TAG ACOUSTIC CEILING TILE AND GRID ACCESS PANEL 1. NOTES APPEAR ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS. REVIEW ALL SHEETS AND & AND1111 APPLY NOTES TO RELATED BUILDING COMPONENTS. I L L MAY INCLUDE PERIODS FOR CLARIFICATION 11111 1111 AT_ COMPACTED SOIL — 01 x BY = _A10 2. REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR OTHER APPLICABLE NOTES, ABBREVIATIONS, CHANNEL "" ""' 'j SECTION AND SYMBOLS. AFF ABOVE FINISHED FLOOR [ DESIGNATION ADJ ADJACENT AHU AIR HANDLING UNIT DEGREE 0 DIAMETER DIFFUSER RETURN 3. WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT IMTH WORK INSTALLED BY ANOTHER 1221 Second Avenue ADA AMERICANS WITH DISABILITIES ACT "L DOUBLE ANGLE % \� ��` SHEET NUMBER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE SUBSTRATE AS SUITABLE FOR THE Suite 200 Seattle, APPROX APPROXIMATE INCHES j ��\ j UNDISTURBED SOIL ���� SHEET GROUP 1 B GYP. BOARD CEILING APPLICATION INTENDED. WA 98101 t 206.381.6000 ARCH ARCHITECTURAL # NUMBER, POUNDS A11-15 AI 1-15 X % f 206.441.4981 d PENNY (NAIL) 4. ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION. AD AREA DRAIN DISCIPLINE CODE ;-, B/B BACK TO BACK % PERCENT www.perkinswill.com B/ BOTTOM OF + PLUS OR MINUS TUBE ;� OU CD("< COURSE POROUS FILL NORTH ARROW <;`' ` `:=. ;; :,. SMOKE AND HEAT DETECTORS 5. PARTITION TYPES AND FIRE RESISTIVE RATINGS INDICATED ON A WALL ARE TO BE CONTINUOUS FOR THE LENGTH AND HEIGHT OF A PARTITION. CUH CABINET UNIT HEATER ❑ C SHEET NUMBER -`:.'. ;_• _ CB CATCH BASIN �) Tukwila CL CENTERLINE CL CENTER TO CENTER TRUE NORTH CEILING MATERIAL AND HEIGHT 0 AND 0 6. CAULK FLOOR AND WALL OUTLETS WITH AN ACOUSTIC SEALANT CLRM CLASSROOM* CO CLEANOUT • • SAND A DETAILIWALL SECTION TAG MATERIAL EXIT SIGN 7. OPENINGS IN RATED WALL, FLOOR, CEILING AND ROOF ASSEMBLIES SHALL BE SEALED WITH PENETRATION SEALANT SYSTEMS MEETING OR EXCEEDING THE REQUIRED FIRE RESISTIVE RATINGS. Library D D CCTV CLOSED CIRCUIT TELEVISION 46, 14242 Tukwila International -Fr9'-0" 8. MAINTAIN THE FIRE RATING OF CONSTRUCTION AROUND CABINETS, PANELS, AND BOXES RECESSED IN FIRE CLO CLOSET*�, COL COLUMN SECTION DESIGNATION AFF CEILING MOUNTED WALL MOUNTED ® OR ®f OR f RATED WALL, FLOOR, AND CEILING ASSEMBLIES. Boulevard Tukwila, WA 98168 COMM COMMUNICATION* CONC CONCRETE CMU CONCRETEMASONRY UNIT CONF CONFERENCE CONF* BITUMINOUS PAVING GRAPHIC SCALE 1D CEILING LIGHT FIXTURES FLUORESCENT LTS FLUOR & INCAND DOWN LTSSPRINKLER HEAD 9. POVI WALL CFONTINUOUSTHE INSTALLATION WITH THE USRAPERIMETER ING OF ER FIRE SAFING SHALL MATCBETWEENDDOF LOOR CONSTRUCTION. RATING AND TEN FLOORS CONT CONTINUOUS 0 2' 4' 8' A11-25 2 x 4 2 x 2 WALL WASHER FLUSH PENDENIUPRIGHT 10. DO NOT SCALE THE DRAWINGS. CJ CONTROL JOINT ` • CONFIRM DIMENSIONS OWNER CORR CORRIDOR* <, . I 11. FIELD MEASURE AND FOR PROVIDED EQUIPMENT AND FURNISHINGS. CU CUBIC p ; . ea;a; ;,, a�°..' CONCRETE SCALE: 1"=4'-0" Cl C2 0D1 oD2 County CUST CUSTODIAN * SHEET NUMBER S T NUM R 12. PROVIDE STIFFENERS, BRACING, BACKING PLATES AND BLOCKING REQUIRED FOR SECURE INSTALLATION OF DEG DEGREE DEMO DEMOLISH, DEMOLITIONCOLUMN SYMBOL & UPPER CASE LETTERS ADJACENT TO FIXTURE TOILET PARTITIONS, DOORS AND DOOR HARDWARE INCLUDING WALL -MOUNTED DOOR STOPS, HANDRAILS, WALL -MOUNTED SHELVES, OPERABLE PARTITIONS, MISCELLANEOUS EQUIPMENT, AND SUSPENDED MECHANICAL AND Library DEPT DEPARTMENT DEPT* DIAL DIAGONAL DIA DIAMETER ¢ . , TERRAZZO GRID LINESSystem PARTIAL PLAN &DETAIL TAG SYMBOL INDICATE FIXTURE TYPE, SEE FIXTURE LIST ELECTRICAL EQUIPMENT. 13. COORDINATE ALL BASE AND HOUSEKEEPING PADS WITH MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT. DIM DIMENSION DBL DOUBLE 14. PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILINGS AT LOCATIONS SHOWN, OR IF NOT SHOWN, AS REQUIRED DS DOWNSPOUT DF DRINKING FOUNTAIN EA EACH / / / / • CUT STONE / 0 2• • PLAN OR DETAIL I DESIGNATION TO ACCESS ALL MECHANICAL EQUIPMENT IN THE CEILING CAVITY REQUIRING NORMAL MAINTENANCE OR OPERATION, INCLUDING BUT NOT LIMITED TO CONSTANT AIR, OR VARIABLE AIR VOLUME BOXES, REHEAT COILS, VALVES, EXHAUST FANS, BALANCING DAMPERS, FIRE DAMPERS, SMOKE DAMPERS, FIRE/SMOKE DETECTORS, CLEAN OUTS, OR IF NOT EOS EDGE OF SLAB ELEC ELECTRIC(AL) • E I SHOWN, AS REQUIRED TO ACCESS ALL MECHANICAL EQUIPMENT AND JUNCTION BOXES. SUBMIT LAYOUT OF ALL REQUIRED CEILING ELEMENTS, INCLUDING ACCESS PANELS, FOR ARCHITECTS' REVIEW PRIOR TO INSTALLATION. LOCATE A 1A FIRE SAFETY LEGEND EQUIPMENT AND VALVES TO MINIMIZE THE NEED FOR ACCESS PANELS. — EWC ELECTRIC WATER COOLER A10-05 EL ELEVATION ELEV ELEVATOR ELEV* BRICK MASONRY I I 15. FULLY LAY OUT GRID, WALL, AND OPENING PLACEMENT IN AN AREA PRIOR TO START OF PAR1111ON ENOL ENCLOSURE EQ EQUAL `%. el PARTITION RATINGS DESIGNATIONS EXIT DIMENSION SYMBOL CONSTRUCTION. VERIFY THAT DIMENSIONS ARE CONSISTENT WITH REQUIREMENTS INDICATED IN THE DOCUMENTS. REFER ANY DIMENSIONAL INCONSISTENCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO THE START OF PARTITION B SHEET NUMBER EQUIP EQUIPMENT V" - "V CONSTRUCTION. CONCRETE����������� EXHAUSTXIST 4FW 4FW 4FW 4 -HOUR FIRE WALL 36' EEXH EXISTING ._.-.-.-.-.- MASONRY UNIT 16. COORDINATE INSTALLATION OF DIFFUSERS, SPEAKERS, SPRINKLER HEADS, AND ACCESS PANELS WITH LIGHTING LAYOUT. REPORT ANY CONFLICTS TO THE ARCHITECT PRIOR TO INSTALLATION. EJ EXPANSION JOINT EXP EXPOSED EXTERIOR ELEVATION TAG EXIT SYMBOLS 3FW 3FW 3FW 3 -HOUR FIRE WALL EXT EXTERIOR F/ FACE OF F/F FACE TO FACE STRUCTURAL CLAY TILE UNIT MASONRY VERTICAL ELEVATION LEVEL 2 ELEVATION DESIGNATI ON 191 10f 17. EXIT SIGNS AND SMOKE DETECTORS LOCATED IN HARD CEIUNGS SHALL BE POSITIONED AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND SHALL BE CENTERED IN CORRIDORS AND LOCATED A DISTANCE OF 1'-0" FROM THE WALL TO THE CENTER OF THE FIXTURE UNLESS OTHERWISE NOTED. F/B FACE BRICK 2FR 2FR 2FR 2 -HOUR FIRE BARRIER FT FEET, FOOT FIN FINISH(ED) 1 18 -6 PATH OF TRAVEL 18. DO NOT INSTALL OUTLET OR J -BOXES BACK-TO-BACK ON OPPOSITE SIDES OF THE WALL. BOXES MUST BE SEPARATED BY A STUD. _ "" _ _ FO FINISHED OPENING STEEL 9FW MN 7FW 2 -HOUR FIRE WALL FA FIRE ALARM SPOT ELEVATION Al 1-07 FAP FIRE ALARM ANNUNCIATOR PANEL FACP LA FIRE ARM COCONTROLLPANEL LEVEL 2 PARTITION & DOOR NOTES FDC FIRE DEPARTMENT CONNECTION SHEET NUMBER 1FR 1FB 1FB 1 -HOUR FIRE BARRIER 118'-6" LIFE SAFETY EGRESS SYMBOL FDCC FIRE DEPT. CONNECTION CABINET FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET ALUMINUM sr ACTUAL CUMULATIVE 1. PARTITIONS LOCATED BY DIMENSION STRING ARE DIMENSIONED TO THE FINISHED FACE OF THE WALL UNLESS NOTED INTERIOR ELEVATION TAG 1 -HOUR FIRE PARTITION C FHC FIRE HOSE CABINET FHR FIRE HOSE RACK DATUM POINT POPULATION OTHERWISE. C FH FIRE HYDRANT /WIDTH REQ'D BY CODE BASED ON 2. PARTITIONS NOT DIMENSIONED ARE GENERALLY LOCATED BY ONE OF THE FOLLOWING CRITERIA: FP FIRE TION ORNAMENTAL METAL 1 ON �R 1 -HOUR SMOKE BARRIER140 FD FLOOR DRAIN / DESIGNATION T ON 44" UMULATIVE °�S ACTUALCPU CLUN - CENTERLINE - CENTER OF PARTITION ALIGNS WITH THE CENTER OF GRIDLINE OR OBJECT CENTERLINE (SUCH AS FTG FOOTING `I A10-02 2 240 72 „ o v A COLUMN OR WINDOW MULLION). CENTER THE OVERALL PARTITION WIDTH, RATHER THAN STUD WIDTH ON THE UNE. FDTN FOUNDATION SP SP SP SMOKE PARTITION ACTUAL WIDTH FRMG FRAMING FURN FURNISH, FURNITURE CONTINUOUS WOOD MATCH LINE �� PROVIDED - ALIGN - LOCATE PARTITION FLUSH WITH FACE OF GYPSUM BOARD, OR OTHER SURFACE INDICATED. GA GAUGE FRAMING 3 POPULATION - MAINTAIN DIMENSIONS NOTED AS "MINIMUM" OR "CLEAR". MATCH LINE SHEET NUMBER PERMITTED BASED GALV GALVANIZED NON RATED GEN GENERAL SEE 1D/A04-09 ON WIDTH PROVIDED 1. DOOR OPENINGS ARE DIMENSIONED TO CENTERLINE OF OPENING. IF NOT DIMENSIONED, THE HINGE SIDE OF BE SPACED 4" FROM THE WALL. GL GLASS GT GREASE TRAP WOOD BLOCKING SHEET NUMBER ON WHICH CONTINUATION DRAWING REVISIONS DOOR JAMBS SHALL ADJACENT GYP BD GYPSUM BOARD IS FOUND REVISION NUMBER HVAC HEATING, VENTILATION, AIR CONDITIONING HS HEAT -STRENGTHENED HP HIGH POINT HO HOLD OPEN HM HOLLOW METAL FINISH WOODWORK BREAK LINE HORIZ HORIZONTAL / FINISH P LAN KEY HB HOSE BIBB HSKPG HOUSEKEEPING* INCL INCLUDE(D), INCLUDING DRAWING TITLE FLOOR TYPE MILLWORK SURFACE TYPE ID INSIDE DIAMETER PLYWOOD TITLE INT INTERIOR «««aacw«ccc(CC-� FLOOR MATERIAL TYPE A `e!dr"rs��lro�ss��re JAN JANITOR* KIT KITCHEN* DRAWING TYP LAB LABORATORY* ��/ FIRE HOSE CABINET T LAV LAVATORY o, PARTICLE BOARD 1 A TYP �— MILLWORK *Ait� �� _ED 1/4 = V-0"(RECESS AND SURFACE MOUNTEDSURFACE ) LTG LIGHTING FOOT, FLOOR MATERIAL NUMBER TYPE & NUMBER LF LINEAR (LINEAR FEET) PLDAN OR \ I LLH LONG LEG HORIZONTAL SCALE AIL —1 LLV LONG LEG VERTICAL : ;';; =, `: : ; '• ' DESIGNATION FHC FHC WALL TYPE PERMIT SUBMITTAL 6/17/2013 LP INT LOW MACH MACHINE* _ ?' ' '` GYPSUM WALLBOARD B 50%CD COORDINATION 5/31/2013 MAINT MAINTENANCE* , ' KEY NOTE WALL MATERIAL TYPE / Drawing Issue Date FIRE EXTINGUISHER CABINET MH MANHOLE / 00 00 00.00 MFR MANUFACTURER (RECESSED AND SURFACE MOUNTED) TYP MO MASONRY OPENING MATL MATERIAL WATERPROOFING MAX MAXIMUMWALL & NUMBER MATERIAL NUMBER MECH MECHANICAL* ROOM NAME TAG I MTG MEETING* FEC FEC 8153 REGISTER® MTL METAL ����������� ROOM NAME ARCHITECT MF77 MEZZANINE RIGID INSULATION 4-309 11111111111 EQUIPMENT AND FURNITURE TAG MIN MINIMUM 0000111101100011110 MISC MISCELLANEOUS MULL MULLION B NOM NOMINAL NI C NOT IN CONTRACT IP"ip BATT INSULATION �,�, DOOR NUMBER TAG KAY KORNOVICH STATE OF WASHINGTON NTS NOT TO SCALE DOOR NUMBER - 45925C OCC OCCUPY,OCCUPANT OCC* OFF OFFICE OFF* USE ROOM NUMBER OC ON CENTER- OPP OPPOSITE CARPETING WITH DOOR MARK HD ND OPP I I TOILET ACCESSORY TAG 0OPP 0 OUTGO OUT Revisions OD OUTSIDE DIAMETEREXISTING OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OF01 OWNER FURNISHED, OWNER INSTALLED �— DOOR & FRAME S RESILIENT FLOORING OTS OPEN TO STRUCTURE PR PAIR PERP PERPENDICULAR PLAS PLASTER PTS PNEUMATIC TUBE SYSTEM ' WINDOW TYPE TAG SHOWER HEAD LB(S) POUND(S) PSF POUNDS PER SQUARE FOOT PLASTIC LAMINATE WINDOW TYPE PSI POUNDS PER SQUARE INCH PREFAB PREFABRICATED)®®E®�iiPLIANCE O #D FOR PREFIN PRELIMINARY PRELIM PRELIMINARY PROP PROPERTY LEAD -LINED GYPSUM WALLBOARD PARTITION TAG PARTITION TYPE FLOOR DRAIN APPS®VED PA PUBLIC ADDRESS11 PS PULL STATION CO i PR 0 6 2015 R RADIUS REF REFERENCE GLAZING POWER ASSIST DOOR CONTROLLER REIN REINFORCE, REINFORCING • I Tukwila REQ REQUIRED City of REV REVISION/REVISED BUILDINGOiDIVISION ROW RIGHT OF WAY R RISER (Stair) RM ROOM* GLASS BLOCK RO ROUGH OPENING NO ISSUE DATE SAN SANITARY SS SERVICE SINK Sheet Information SSG STRUCTURAL SEALANT GLAZING ACOUSTICAL CEILING Date 6/17/2013 I I I I I I I I I I I, SIM SIMILAR STC SOUND TRANSMISSION CLASS BOARD Job Number 161028.000 SPKLR SPRINKLER SF SQUARE FOOT (SQUARE FEET) Drawn HH SST STAINLESS STEEL STOR r� SEABALANTCKERROD AND Checked RB STRUCTURE, STRUCTURAL ��STRUCT ,� Approved KK SYS SYSTEM TEL TELEPHONE Title A TV TELEVISION TEMP TEMPORARY TLT TOILET T/ TOP OF TOPO TOPOGRAPHY, TOPOGRAPHIC T TREAD TYP TYPICAL UL I HEATER RS' LABORATORIES UH UN UNO UNLESS NOTED OTHERWISE VENT VENTILATION VIF VERIFY IN FIELD VERT VERTICAL VEST VESTIBULE* WC WATER CLOSET WH WATER HEATER SPRAY -ON FIREPROOFING b 1 %)10 1 b p A RCHITECTURAL A ABBREVIATIONS, S BOLS NOTES W/ WITH W/O WITHOUT WP WORKING POINT RECEIVED CITY OF TUKWILA JUN 21 2013 PERMIT CENTER Sheet AO0ual Copyright © 2012 Perkins+Will 5 I 4 I 3 I 2 I 1 c:\temp\161028 Tukwila_herzerh.rvt D C B A 5 5 1 4 3 2 NOTES: 1 1. FURNITURE PLAN IS PROVIDED FOR REFERENCE ONLY - - L J L L M....E Ililiiilll, I- 1 L 7 7 BREAK 116 401 toi STAFF TOILET 1 • • • • rr • ANITOR 113A IJ STAFF 117 STAFF OFFICE 118 WOMEN 115 U MEN 113 ii I I lil CHILDREN' 112 FURNITURE PLAN - LEVEL 01 3/16" =1'-0" LOBBY 100 Ids READING PLATFORM 104 ASSISTANCE SELF - CHECK 101 CHILDREN'S READING 111 103 i ■ ■ —. ■ i I COMMUNITY MOSAIC 105 t i-1 iii r r Mffi MEETING ROOM 106 -1 I=u Ll COLLECTION PRINT RELEA 109 -1 TEEN LOUNGE -I- m PRINT RELEASE CYBER BAR 108 i KITCHENETTE ALCOVE STORAGE 106C STUDY 107 a C r CB) to Et) .61 Co I 4 I 3 2 RECEIVED CITY OF TUKWILA OCT 1 4 .2014 PERMIT CENTER bw6.1“9 D C B PERKINS +WILL 1221 Second Avenue Suite 200 Seethe, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date REGISTERED ARCHITECT Revisions NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title A FURNITURE PLAN - LEVEL 01 FOR REFERENCE ONLY Sheet A08-1 0 Copyright © 2012 Perkins+Will 0 III I- 1 L 7 7 BREAK 116 401 toi STAFF TOILET 1 • • • • rr • ANITOR 113A IJ STAFF 117 STAFF OFFICE 118 WOMEN 115 U MEN 113 ii I I lil CHILDREN' 112 FURNITURE PLAN - LEVEL 01 3/16" =1'-0" LOBBY 100 Ids READING PLATFORM 104 ASSISTANCE SELF - CHECK 101 CHILDREN'S READING 111 103 i ■ ■ —. ■ i I COMMUNITY MOSAIC 105 t i-1 iii r r Mffi MEETING ROOM 106 -1 I=u Ll COLLECTION PRINT RELEA 109 -1 TEEN LOUNGE -I- m PRINT RELEASE CYBER BAR 108 i KITCHENETTE ALCOVE STORAGE 106C STUDY 107 a C r CB) to Et) .61 Co I 4 I 3 2 RECEIVED CITY OF TUKWILA OCT 1 4 .2014 PERMIT CENTER bw6.1“9 D C B PERKINS +WILL 1221 Second Avenue Suite 200 Seethe, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date REGISTERED ARCHITECT Revisions NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title A FURNITURE PLAN - LEVEL 01 FOR REFERENCE ONLY Sheet A08-1 0 Copyright © 2012 Perkins+Will N 2/26/20'13 4:00:44 PM D C B A 5 4 3 2 1 HVAC LEGEND AND ABBREVIATIONS ABBREVIATIONS - HVAC ABV ABOVE AC AIR CONDITIONING UNIT ACC AIR COOLED CONDENSER ACD AUTOMATIC CONTROL DAMPER AD ACCESS DOOR AHU AIR HANDLING UNIT AL ACOUSTICAL LINING ARCH ARCHITECTURAL ATC AUTOMATIC TEMPERATURE CONTROL BD BALANCING DAMPER BDD BACK DRAFT DAMPER BMS BUILDING MANAGEMENT SYSTEM BO BLANK OFF BHP BRAKE HORSE POWER BTU BRITISH THERMAL UNIT CC COOLING COIL CD CEILING DIFFUSER CFF CAP FOR FUTURE CFM CUBIC FEET PER MINUTE CG CEILING GRILLE CO CLEAN OUT COMP COMPRESSOR CR CEILING REGISTER CU CONDENSING UNIT CW CONDENSER WATER DB DRY BULB DIA DIAMETER DN DOWN DOAS DEDICATED OUTDOOR AIR SYSTEM DX DIRECT EXPANSION (E) EXISTING TO REMAIN EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE ECH ELECTRIC CABINET HEATER EDB ENTERING DRY BULB EF EXHAUST FAN EFF EFFICIENCY EG EXHAUST GRILLE EHC ELECTRIC HEATING COIL EUH ELECTRIC UNIT HEATER EWB ENTERING WET BULB EWT ENTERING WATER TEMPERATURE °F DEGREES FAHRENHEIT F FILTER FBO FURNISHED BY OTHERS FC FLEXIBLE CONNECTION (DUCT OR PIPE) FCC FIRE CONTROL CENTER FCU FAN COIL UNIT FD FUSIBLE LINK FIRE DAMPER W/ DUCT ACCESS DOOR FLR FLOOR FLA FULL LOAD AMPS FPB FAN POWERED BOX FPI FINS PER INCH FRE FIRE RATED ENCLOSURE FSD COMBINATION FIRE AND SMOKE DAMPER FT FEET GLY GLYCOL GPM GALLONS PER MINUTE GX GENERAL EXHAUST HC HEATING COIL HP HEAT PUMP OR HORSE POWER HR HOUR HW HOT WATER HX HEAT EXCHANGER ID INSIDE DIMENSION KW KILOWATT KWH KILOWATT HOURS LAT LEAVING AIR TEMPERATURE LBS POUNDS LD LINEAR DIFFUSER (CEILING, WALL, SILL OR FLOOR) LRA LOCK ROTOR AMPS LWS LOUVER WITH WIRE SCREEN LWT LEAVING WATER TEMPERATURE MAT MIXED AIR TEMPERATURE MAX MAXIMUM MBH THOUSAND BTU PER HOUR MCC MOTOR CONTROL CENTER MFG MANUFACTURER MFS MAXIMUM FUSE SIZE MIN MINIMUM MUA WO -Su MOCP MAXIMUM OVERCURRENT PROTECTION (N) NEW NC NORMALLY CLOSED NFA NET FREE AREA . NIC NOT IN THIS CONTRACT NK NECK NO NORMALLY OPEN NTS NOT TO SCALE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OD OUTSIDE DIMENSION P PUMP PD PRESSURE DROP PHX PLATE HEAT EXCHANGER PRV PRESSURE REDUCING VALVE 5 ABBREVIATIONS - HVAC PSI POUNDS PER SQUARE INCH (GAUGE) PSIA POUNDS PER SQUARE INCH ABSOLUTE (R) EXISTING TO BE RELOCATED RA RETURN AIR RF RETURN FAN RH RELATIVE HUMIDITY RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SAD SEE ARCHITECTURAL DRAWINGS SD SMOKE DAMPER SF SUPPLY FAN SED SEE ELECTRICAL DRAWINGS SENS SENSIBLE SM SHEET METAL SP STATIC PRESSURE SQFT SQUARE FEET ST SOUND TRAP TF TRANSFER FAN TRD TRANSFER DUCT TRG TRANSFER GRILLE TX TOILET EXHAUST TYP TYPICAL UON UNLESS OTHERWISE NOTED VAR VARIABLE VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VFD VARIABLE FREQUENCY DRIVE W/ WITH WB WET BULB WG WATER GAUGE WMS WIRE MESH SCREEN WO -SIZE WALL OPENING - [SIZE] WSHP WATER SOURCE HEAT PUMP (300) CUBIC FEET OR AIR PER MINUTE OR GALLONS PER MINUTE PIPING LEGEND 16x6 8x6 4 --CWS -0-4 CONDENSER WATER SUPPLY ----CWS - o 4—CWR -4.7 CONDENSER WATER RETURN _b __._ CWR __--4- _ -b----------1- b------------ g - 4-- CHWS-0-4 CHILLED WATER SUPPLY CHWS - 4--i 1--5 (3'-0"x6-0") 4-- CHWR---*-S CHILLED WATER RETURN - tr---- CHWR-----0--- IL 4— HWS -►--4 HOT WATER SUPPLY HWS ---•---Q- S D4 3 S— HWR ---m-4 HOT WATER RETURN ----- HWR ----4+ "Y" TYPE STRAINER WITH HOSE END BLOW OFF VALVE 9—RL--4 REFRIGERANT LIQUID PIPING _-___- RL -___+ .ri:WBALANCING 4-- RS ---S REFRIGERANT SUCTION PIPING - ----- RS -----(3- REFRIGERANT SENSOR WITH DESIGNATION S— DCW —S DOMESTIC COLD WATER MAKE-UP ------- DCW-----1-- ACOUSTIC LINING IN DUCT (DUCT SIZE NOTED INDICATES INSIDE DIMENSIONS) It ARROW INDICATES DIRECTION OF FLOW • i ____,._ ______f DRAWING NUMBER PITCH PIPE DOWN IN DIRECTION OF ARROW ELBOW TURNED UP • c-4 ELBOW TURNED DOWN DRAIN LINE 0--S D BOTTOM PIPE CONNECTION S i S DIRT POCKET S $ ® REFRIGERANT EXPANSION VALVE S -- y (r VALVE IN VERTICAL --y n MANUAL AIR VENT I--.-- THE NUMBER ON THE FLOOR 'N AUTOMATIC AIR VENT i ItiTHERMOMETER ` VOLUME DAMPER IN DUCT S ) S--if---S PIPE SENSOR WELL (THERMOMETER) PRESSURE GAUGE AND COCK _4 O • PRESSURE GAUGE WITH LOOP RECTANGULAR RETURN OR EXHAUST DUCT DOWN LD-A,48x1,80 TEMPERATURE -PRESSURE TEST FITTING 4 4_ CENTER LINE V'S HEAT TRACED PIPING S/" -_-� PIPE SLEEVE S = CHECK VALVE BEAM PENETRATION (y-----1, I i PIPE GUIDE 4 --,- S PIPE CAP —] 5--1I PIPE BLIND FLANGE 4 PIPING LEGEND (CONTINUED) 16x6 8x6 PIPE ANCHOR i ® t B o DIFFERENTIAL PRESSURE SENSOR PIPE GUIDE T -b----------1- b------------ g - -I- T(3' (3'-0"x6'-0") -0"x6'-0") EXPANSION LOOP (SIZE AxB) 4--i 1--5 (3'-0"x6-0") _irri% B .ir oA %. cr---1I1----iUNION IL -p----�_�----a- OVAL DUCT SIZE CAPPED PIPE WITH SHUT-OFF VALVE S D4 3 4 ' --h-------------4- S "Y" TYPE STRAINER WITH HOSE END BLOW OFF VALVE l ► ; -Q --- -_ ---d- RECTANGULAR BRANCH TAKEOFF WITH DAMPER .ri:WBALANCING "Y" TYPE STRAINER S iyi i ®# REFRIGERANT SENSOR WITH DESIGNATION 4 BASKET TYPE STRAINER -----0 ACOUSTIC LINING IN DUCT (DUCT SIZE NOTED INDICATES INSIDE DIMENSIONS) It SECTION DESIGNATION DUPLEX STRAINER S 181 S DRAWING NUMBER • ELBOW TURNED UP 0 c-4 ELBOW TURNED DOWN ____4_ D BOTTOM PIPE CONNECTION S i S V' I v, '` ® TOP PIPE CONNECTION '1 -p----40-1-----a- S SLOPED CHANGE IN PIPE ELEVATION S G -C— _p___ f_ -E-I _ _a__ S --I AAAA/ I--.-- THE NUMBER ON THE FLOOR FLEXIBLE CONNECTION > +______[:...:(11 VOLUME DAMPER IN DUCT S --1><--S SHUT-OFF VALVE AIR OUTLET/INLET DEVICE DESIGNATION S AUTOMATIC FLOW CONTROL VALVE S --_-_[ ____j_ RECTANGULAR RETURN OR EXHAUST DUCT DOWN LD-A,48x1,80 CALIBRATED BALANCE VALVE LINEAR DIFFUSER DEVICE DESIGNATION AUTOMATIC CONTROL DAMPER LENGTH & SLOT SIZE LD-A,48x1,80 -.- PLENUM INLET GLOBE VALVE ->ti -_-� 0 RADIANT FLOOR MANIFOLD CHECK VALVE T—.3_ AUTOMATIC THREE-WAY CONTROL VALVE ,D =11•A411=11 M 5-1>94-5AUTOMATIC TWO-WAY CONTROL VALVE -J RELIEF VALVE S - BACK DRAFT DAMPER WITH DUCT ACCESS DOOR ANGLE RELIEF VALVE Al L P_ IL IL PRESSURE REDUCING VALVE (PRV) (r ->r<1- LOCKSHIELD GLOBE VALVE LINEAR DIFFUSER I- -1 BALL VALVE -J-i ��6E3-s-a21-4 PUMP 1- --1 3 DUCTWORK LEGEND 16x6 8x6 S—I -H SLOPING DROP IN DUCTWORK B o DIFFERENTIAL PRESSURE SENSOR 8x6 18x12 DUCT SIZE (CLEAR INSIDE DIMENSION) FIRST FIGURE INDICATES PLAN SIZE 4 ' 18x12 it EMERGENCY BREAK GLASS SWITCH FOR EQUIPMENT SHUT -DOWN 11 E ROUND DUCT DIAMETER SIZE (CLEAR INSIDE DIMENSION) 4184- 18 a IL , 18 e , OVAL DUCT SIZE 4 , 18.a a 4 ' --h-------------4- SIDE, TOP OR BOTTOM DUCT ACCESS DOOR CARBON MONOXIDE SENSOR WITH ZONE DESIGNATION O# TEMPERATURE SENSOR/THERMOSTAT WITH ZONE OR EQUIPMENT DESIGNATION RECTANGULAR BRANCH TAKEOFF WITH DAMPER .ri:WBALANCING ©# STATIC PRESSURE SENSOR WITH DESIGNATION ®# REFRIGERANT SENSOR WITH DESIGNATION RECTANGULAR SUPPLY DUCT UP RISER NUMBER ►/ ACOUSTIC LINING IN DUCT (DUCT SIZE NOTED INDICATES INSIDE DIMENSIONS) It SECTION DESIGNATION SECTION NUMBER DRAWING NUMBER • DETAIL DESIGNATIONDETAIL ® RECTANGULAR OR SQUARE TO ROUND OR OVAL TRANSITION D IL V' I v, '` ® 4--fflhIII-S El a AND NUMBER FLEXIBLE CONNECTION S --I AAAA/ I--.-- THE NUMBER ON THE FLOOR DUCT ENDICAP FLEXIBLE DUCT > VOLUME DAMPER IN DUCT CD -1,12x12 AIR OUTLET/INLET DEVICE DESIGNATION I1 -1,12x12 • (7------Z (550) �` SIZE RECTANGULAR RETURN OR EXHAUST DUCT DOWN LD-A,48x1,80 LINEAR DIFFUSER DEVICE DESIGNATION AUTOMATIC CONTROL DAMPER LENGTH & SLOT SIZE LD-A,48x1,80 -.- PLENUM INLET r (300)SIZE _�— CFM ROUND DUCT, UP 0 RADIANT FLOOR MANIFOLD P FUSIBLE LINK FIRE DAMPER WITH DUCT ACCESS DOOR ,D 4 ROUND DUCT, DOWN (};� -J ( - BACK DRAFT DAMPER WITH DUCT ACCESS DOOR -I- -'- IL IL It LINEAR DIFFUSER I- -1 LINEAR DIFFUSER WITH PLENUM 1- --1 1 -WAY BLOW 3 -WAY BLOW CEILING DIFFUSER 2 -WAY BLOW 4 -WAY BLOW /1 a CEILING DIFFUSER WITH FLEXIBLE DUCT CONNECTION 71 RETURN/EXHAUST REGISTER OR GRILLE [Z„ IIS RETURN/EXHAUST REGISTER OR GRILLE WITH FLEXIBLE DUCT CONNECTION TRANSFER GRILLES ON BOTH SIDES OF PARTITION OR WALL (SIZE) WO -Su WALL OPENING ABOVE HUNG CEILING (SIZE) NI SUPPLY REGISTER WITH AIR OUTLET DEVICE DESIGNATION 7__ pZ slR,am,12x8 -- iLl ► RETURN OR EXHAUST REGISTER OR GRILLE WITH AIR INLET DEVICE DESIGNATION l ►12x8 iti.0,,2x8 (�1 L LJ AACCCCEESSTERMINAL r L -- UNIT WITH/WITHOUT HEATING COIL I DUCTWORK LEGEND (CONTINUED) 16x6 8x6 DUCT SPLIT WITH SPLIT SIZE TOTALIZING BTU METER B 16x6 DIFFERENTIAL PRESSURE SENSOR 8x6 I RADIUS ELBOW S 1 DIFFERENTIAL PRESSURE SWITCH EMERGENCY BREAK GLASS SWITCH FOR EQUIPMENT SHUT -DOWN 11 E HVAC RADIANT FLOOR PLAN S -----i ELBOW WITH TURNING VANES IL I ,, 4 , FLOW SWITCH 4 ' --h-------------4- 0 # CARBON MONOXIDE SENSOR WITH ZONE DESIGNATION O# TEMPERATURE SENSOR/THERMOSTAT WITH ZONE OR EQUIPMENT DESIGNATION RECTANGULAR BRANCH TAKEOFF WITH DAMPER .ri:WBALANCING ©# STATIC PRESSURE SENSOR WITH DESIGNATION ®# REFRIGERANT SENSOR WITH DESIGNATION RECTANGULAR SUPPLY DUCT UP RISER NUMBER ►/ It SECTION DESIGNATION SECTION NUMBER DRAWING NUMBER • DETAIL DESIGNATIONDETAIL ® RECTANGULAR SUPPLY DUCT DOWN D IL V' I v, '` ® EQUIPMENT FLOOR AND NUMBER 3-24 TERMINAL DESIGNATION I--.-- THE NUMBER ON THE FLOOR RECTANGULAR RETURN OR EXHAUST DUCT UP > . FLOOR OR LEVEL CD -1,12x12 AIR OUTLET/INLET DEVICE DESIGNATION TYPE CD NECK OR FACE -1,12x12 • (7------Z (550) �` SIZE RECTANGULAR RETURN OR EXHAUST DUCT DOWN LD-A,48x1,80 LINEAR DIFFUSER DEVICE DESIGNATION TYPE LENGTH & SLOT SIZE LD-A,48x1,80 -.- PLENUM INLET r (300)SIZE _�— CFM ROUND DUCT, UP 0 RADIANT FLOOR MANIFOLD P ,D ROUND DUCT, DOWN (};� -J -L- BEAM PENETRATION -I- -'- IL IL ii. SLOPING RISE IN DUCTWORK CONTROLS LEGEND MISCELLANEOUS HVAC LEGEND & ABBREVIATIONS TOTALIZING BTU METER B M00-03 DIFFERENTIAL PRESSURE SENSOR B I M01-00 HVAC WASHINGTON STATE ENERGY CODE FORMS DIFFERENTIAL PRESSURE SWITCH EMERGENCY BREAK GLASS SWITCH FOR EQUIPMENT SHUT -DOWN 11 E HVAC RADIANT FLOOR PLAN 0 FLOW MEASURING STATION M02-02 i M02-03 4 , FLOW SWITCH 4 ' --h-------------4- 0 # CARBON MONOXIDE SENSOR WITH ZONE DESIGNATION O# TEMPERATURE SENSOR/THERMOSTAT WITH ZONE OR EQUIPMENT DESIGNATION O DUCT SMOKE DETECTOR SUPPLIED BY ELECTRICAL TRADE, INSTALLED BY MECHANICAL TRADE ©# STATIC PRESSURE SENSOR WITH DESIGNATION ®# REFRIGERANT SENSOR WITH DESIGNATION 2 HVAC DRAWING LIST MISCELLANEOUS HVAC LEGEND & ABBREVIATIONS M00-02 HVAC SCHEDULES M00-03 DIFFERENTIAL PRESSURE SENSOR 0 I M01-00 HVAC WASHINGTON STATE ENERGY CODE FORMS DIFFERENTIAL PRESSURE SWITCH D M02-00 HVAC RADIANT FLOOR PLAN M02-01 NEW WORK M02-02 i M02-03 HVAC ROOF PLAN OVAL HVAC ENLARGED PLANS 0 HVAC HYDRONIC DIAGRAM DIAMETER -U-•' UNDERCUT DOOR ® ,, RISER DESIGNATION HVAC CONTROL DIAGRAMS RISER SERVICE v RISER NUMBER I IVAC CONTROL SECTION DESIGNATION SECTION NUMBER DRAWING NUMBER • DETAIL DESIGNATIONDETAIL NUMBER ei- DRAWING NUMBER ® EQUIPMENT DESIGNATION EQUIPMENT TYPE ® EQUIPMENT FLOOR AND NUMBER 3-24 TERMINAL DESIGNATION I--.-- THE NUMBER ON THE FLOOR 3-24 > . FLOOR OR LEVEL CD -1,12x12 AIR OUTLET/INLET DEVICE DESIGNATION TYPE CD NECK OR FACE -1,12x12 • (550) (550) �` SIZE CFM LD-A,48x1,80 LINEAR DIFFUSER DEVICE DESIGNATION TYPE LENGTH & SLOT SIZE LD-A,48x1,80 -.- PLENUM INLET (300) (300)SIZE _�— CFM V RADIANT FLOOR MANIFOLD HVAC DRAWING LIST M00-01 HVAC LEGEND & ABBREVIATIONS M00-02 HVAC SCHEDULES M00-03 HVAC SCHEDULES M01-00 HVAC WASHINGTON STATE ENERGY CODE FORMS M01-01 HVAC SITE PLAN M02-00 HVAC RADIANT FLOOR PLAN M02-01 HVAC FLOOR PLAN - LEVEL 01 M02-02 HVAC FLOOR PLAN - LEVEL 02 M02-03 HVAC ROOF PLAN M03-01 HVAC ENLARGED PLANS M04-01 HVAC HYDRONIC DIAGRAM M05-01 HVAC DETAILS • e ,, M06-01 HVAC CONTROL DIAGRAMS MO6-02 DIAGRAMS I IVAC CONTROL 1 PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com D Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System WSP• FLACK+KURTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com C PERMIT SUBMITTAL 50% CD COORDINATION Drawing Issue 6/17/2013 5/31/2013 Date B Revisions ISSUE Job Number Sheet Information 161028.000 Drawn BG Checked TM Approved TM 4.0 RECEIVED CITY OF TUKWILA JUN 21 2013 PERMIT CENTER HVAC LEGEND AND ABBREVIATIONS Copyright © 2012 Perkins+Will 2/26/2013 4:00'.44 PM D C B A "Y" LATERAL FITTING OVAL DRAW BAND WORM -DRIVE HW PIPING —7 TO ROUND TRANSITION BALANCING DAMPER MAIN SUPPLY DUCT ROUND CONNECTION WITH 3/8" RAISED BEAD SAME DIAMETER AS FLEX CONNECTION. rill MAIN ROUND DUCT S 3/4" SUPPLY HEADER MOTORIZED VALVE ACTUATOR WIRED TO RELIEF AIR VENT (TYP) WALL MOUNTED THERMOSTAT IN ZONE. ONE THERMOSTAT PER ZONE. 45 o illp ROLL WYE TOWARD SLOT INLET NECK FLEXIBLE DUCT TO DIFFUSER 4ff •— �� I t BALANCING VALVES CAP 6"MAX BALANCING DAMPER ROUND DUCT COLLAR WITH 3/8" RAISED BEAD AND BALANCING DAMPER ROUND TAP TO ROUND MAIN NC I NC �' % FLAT OVAL, SEE SCHEDULE EQUIVALENT TO ROUND FOR FLEXIBLE DUCT TO SIZE DIFFUSER SHUT OFF VALVES 111 - ®88® ■ E —� * RETURN HEADER ��. ` '� '=� j{' j li IVC NC UNION (TYP)//,I ISOLATION/ / VALVE FLAT OVAL EQUIVALENT ROUND H _ -W �� .- n 30 MAX ROUND 0 FLAT OVAL INCHES PEX TUBING E �°� '3 •"� j /■ Itill C°� IIM1110000b' 6" 4x9 PIPE SHIELD \ 7" 5x10 8" 6x11 FLOOR / 3/4 TO FLOOR DRAIN NOTES: COVERING j j V.....--- 10" 6x11 FLEXIBLE DUCT TO DIFFUSER MAIN DUCT SPIN -IN ROUND COLLAR WITH 3/8" RAISED BEAD & BALANCING DAMPER ROUND TAP TO RECTANGULAR MAIN a O O a a V 12" 7x20 .; ♦ ♦ . A 1. PROVIDE 5 GALLON POT FEEDER FOR HEATING WATER SYSTEM 14" 8x22 O 0 �. . 0. . d y n' 42 16" 8x30 FRONT VIEW SIDE VIEW ROUND TAP TO RECTANGULAR MAIN (TAP SMALLER THAN MAIN) (TAP LARGER THAN MAIN) 6 LOW PRESSURE BRANCH DUCT CONNECTIONS4 RADIANT FLOOR MANIFOLD CHEMICAL POT FEEDER DETAIL - NONE NONE NONE STEEL OR THREADED HANGER ROD(4) 1" LINE -PIPE TO tr NEAREST FLOOR DRAIN LAPPED AND COMPRESSED SEE DETAIL "B" TO SUPPORT WEIGHT OF PUMP, MOTOR AND SUPPORTS ATTACH TO STRUCTURE LINER ADHERED TO THE DUCT WITH 100% COVERAGE OF ADHESIVE V ler- PIPE HANGERS TO SUPPORT PIPE AND SPRING VIBRATION ISOLATOR TYPE MASON INDUSTRIES 30N VALVING (WEIGHT OF ES CORNER BREAK LONGITUDINAL �ffl-111' 'I 6" /. `,i' I 440ECCENT AUTOMATIC AIR FROM PUMP DISCHARGE OR S DEMINAL UNIT ENTERING VENT HANGER ROD NOT TO BE ON PUMP CASING) RIC REDUCER ECCENTRIC INCREASER FITTING JOINT 1 FITTING -RESSURE/TEMP. STRAINER WITH 3/4" BLOW -OFF HOSE END VALVE TEST FITTING(TYP) CHECK VALVE DUCT NOTES: 1 h� �I11'1'' � '',I�hi ..�!I/ 16� � . MECHANICAL WITH WASHER 6" SELF-LOCKING r' 6" . !PI FASTENER 16" ' 3" 6' AIR SEPARATO' 0 4 " SHUTOFF VALVE J CALIBRATED BALANCE VALVE TO PUMP SUCTION OR TERMINAL UNIT BALANCING VALVE UNION Ii l I # ) ("r LEAVING SIDE BLOW DOWN, RUN TO 1 jjyM Ili 11 r/ i _ PUMP SUCTION /•ir – V PUMP DISCHARGE 1. MECHANICAL FASTENERS ARE TO BE SPOT WELDED TO DUCTWORK. 2. PROVIDE SHEET METAL NOSING AS DESCRIBED IN SPECIFICATIONS. CLAMP NEAREST FLOOR DRAT NEOPRENE WAFFLE PAD (TYP) STEEL SUPPORTS, SEISMICALLY BRACED - IN-LINE PUMP BYPASS AIR SEPARATOR ACOUSTIC DUCT LINER - NONE - NONE - NONE - NONE p 13-z1 � RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System WSP • F LAC K -F- KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title HVAC DETAILS SERARATE PERMIT AND APPROVAL RECJIRED Sheet M05-01 Copyright © 2012 Perkins+Will ,b/2U/2U13 11:01:32 PM c:\temp\161028 Tukwila_herzerh.rvt ALUMINUM PANEL 1" MINERAL WOOL INSULATION 3" FOIL -BACKED INSULATION AIR SPACE METAL CLOSURE PANEL W-4 ALUMINUM TRANSITION PANEL Layers Materials R -Value 1 Outside Air Film 0.07 (U -Val) 2 Aluminum Panel 3 Mineral Wool Insulation (1") 4 Foil -Backed Insulation (3') 5 Air Space (2.5') 1 6 Metal Panel - 7 Inside Air Film 0.68 0.06 8 Gypsum Wallboard (5/8') 0.56 Total R: 14.9 0.68 Total U: 0.067 3" =1'-0" 11" ALUMINUM PANEL AIR SPACE 4" MINERAL WOOL INSULATION WEATHER RESISTANT BARRIER EXTERIOR SHEATHING R-11 BATT INSULATION VAPOR BARRIER GYPSUM WALLBOARD W-5 ALUMINUM PANEL W/ FRAMING Layers Materials R -Value 1 Outside Air Film 0.066 (U -Val.) 2 Aluminum Panel 3 Mineral Wool Insulation (4') 4 Air/Water Barrier 0.02 5 Exterior Sheathing (5/8') 0.67 6 Batt Insul. (3.5') 11 7 Vapor Barrier 0.06 8 Gypsum Wallboard (5/8') 0.56 9 Inside Air Film 0.68 Total R: 12 10 F -factor: Total R: 19.6 Cross Laminated Timber Decking Total U: 0.051 3" =1'-0" SEISMIC ANCHORS FOR LIBRARY SHELVING �O�QO�QO�QOC CONCRETE TOPPING SLAB, CNC -1 HYDRONIC PIPING, TYP. BOND BREAKER MEMBRANE STRUCTURAL SLAB ELECTRICAL CONDUIT RIGID INSULATION, R-12 VAPOR BARRIER GRAVEL F-1 FLOOR ASSEMBLY - SLAB ON GRADE Layers Materials R -Value 1 Soil 0.75 2 Vapor Barrier 0.06 3 Rigid Insulation 12 4 Structural Slab 5.33 5 Bond Breaker Membrane - 6 Concrete Topping Slab 5.33 7 6" Metal Stud - 8 6" Batt Insulation 13 9 Total R: 12 10 F -factor: 0.36 11 Cross Laminated Timber Decking 4.69 12 Total R: )- .r . Total R: 62.5 Total U: 0.016 �O�QO�QO�QOC CONCRETE TOPPING SLAB, CNC -1 HYDRONIC PIPING, TYP. BOND BREAKER MEMBRANE STRUCTURAL SLAB ELECTRICAL CONDUIT RIGID INSULATION, R-12 VAPOR BARRIER GRAVEL F-1 FLOOR ASSEMBLY - SLAB ON GRADE Layers Materials R -Value 1 Soil 0.75 2 Vapor Barrier 0.06 3 Rigid Insulation 12 4 Structural Slab 5.33 5 Bond Breaker Membrane - 6 Concrete Topping Slab 5.33 7 6" Metal Stud - 8 6" Batt Insulation 13 9 Total R: 12 10 F -factor: 0.36 3" =1'-0" V- 31/2" 8" X 36" TERRA COTTA PANEL, TYPICAL TERRA COTTA CLIP VERTICAL ALUMINUM PROFILE RAINSCREEN SUPPORT ALUMINUM CLEAT NEOPRENE GASKET SEMI-RIGID MINERAL WOOL INSULATION, R-21 WEATHER RESISTANT BARRIER EXTERIOR SHEATHING, METAL STUD FRAMING, R-13 BATT INSULATION, VAPOR BARRIER GYPSUM WALL BOARD W-1 EXTERIOR WALL ASSEMBLY - TERRA COTTA Layers Materials R -Value 1 Outside Air Film 0.17 2 Terra Cotta Panel 1.46 3 Vertical Rainscreen Support - 4 Semi -Rigid Insulation 21 5 Weather Resistant Barrier - 6 Exterior Sheathing 1.32 7 6" Metal Stud - 8 6" Batt Insulation 13 9 5/8" Gypsum Wall Board 0.90 10 Inside Air Film 0.68 11 Cross Laminated Timber Decking 4.69 12 Total R: 29.4 Total U: 0.034 3" =1'-0" 1' -11 3/4" 8" X 36" TERRA COTTA PANEL, TYPICAL TERRA COTTA CLIP VERTICAL ALUMINUM PROFILE RAINSCREEN SUPPORT 0 ALUMINUM CLEAT 0O NEOPRENE GASKET WEATHER RESISTANT BARRIER EXTERIOR SHEATHING BOTH SIDES OF METAL STUD FRAMING W1A - EXTERIOR WALL ASSEMBLY - TERRA COTTA 2 SIDES * OUTSIDE OF BUILDING ENVELOPE AND HAS BEEN EXCLUDED FROM ENVELOPE CALCULATIONS 3" =1'-0" 7 3/8" 11- 0" 4 ZINC PANEL, SEE ELEVATIONS FOR TYPE SELF -DRILLING GALV. FASTENERS W/ NEOPRENE WASHERS, AT EVERY SHIM' 1/4" x 1/2" WEEP SLOT 6" O.C. CONTINUOUS HORIZONTAL SHIM VERTICAL FURRING FURRING CLIP SEMI-RIGID MINERAL WOOL INSULATION, R-21 WEATHER RESISTANT BARRIER, EXTERIOR SHEATHING, METAL STUD FRAMING, R-13 BATT INSULATION, VAPOR BARRIER, GYPSUM WALL BOARD W-2 EXTERIOR WALL ASSEMBLY - METAL PANEL Layers Materials R -Value 1 Outside Air Film 0.17 2 Zinc Panel 0.048 3 Vertical Rainscreen Support - 4 Semi -Rigid Insulation 21 5 Weather Resistant Barrier - 6 Exterior Sheathing 1.32 7 6" Metal Stud - 8 6" Batt Insulation 13 9 5/8" Gypsum Wall Board 0.45 10 Inside Air Film 0.68 11 Cross Laminated Timber Decking 4.69 12 Total R: 29.4 Total U: 0.034 3" =1'-0" 4 1/4" 6" T • LINE OF GRADE WATERPROOF ARCHITECTURAL CONCRETE 14 GA. ALUMINUM TERMINATION BAR AND SEALANT •a° ‘ HOT RUBBERIZED ASPHALT . • WATERPROOFING • .• a • p 4 • METAL STUD FRAMING, R-11 BATT INSULATION CONTINUOUS VAPOR BARRIER GYPSUM WALL BOARD, FINISH AS SCHEDULED THERMAL BREAK CONCRETE TOPPING SLAB, FINISH AS SCHEDULED WATER STOP W-3 EXTERIOR WALL ASSEMBLY - CONCRETE Layers Materials R -Value 1 Outside Air Film 0.17 2 6" Concrete 0.90 3 3 5/8" Metal Stud - 4 6" Batt Insulation 11 5 5/8" Gypsum Wall Board 0.45 6 Inside Air Film 0.68 7 Total R: 14 8 Total U: 0.07 3" =1'-0" NOTES: 1. SEE STRUCTURAL FOR METAL STUD, CONCRETE SLAB, METAL DECKING, AND TIMBER DECKING DETAILS. 11 111 11 11 11 \\, . ti\\\ \\\.\\%, \ 1 �I R-1 VEGETATED ROOF ASSEMBLY PRE -VEGETATED SEDUM MAT GROWING MEDIUM WATER RETENTION AND FILTER FLEECE DRAIN MAT ROOT BARRIER 3 -PLY ROOFING MEMBRANE ROOF SUBSTRATE COVER BOARD RIGID INSULATION, R-42 VAPOR BARRIER / TEMPORARY ROOF CROSS LAMINATED TIMBER DECKING (WD -1) Layers Materials R -Value 1 Outside Air Film 0.17 2 Pre -Vegetated Sedum Mat 3 3 Growing Medium 2 4 Water Retention and Filter Fleece 0.83 5 Drain Mat 1.25 6 Root Barrier 0 7 3 -Ply Roofing Membrane 1.08 8 Roof Substrate Cover Board 1.25 9 Rigid Insulation, R-42 42 10 Vapor Barrier/ Temp Roof 0.06 11 Cross Laminated Timber Decking 4.69 12 Inside Air Film 0.68 Total R: 62.5 Total U: 0.016 3" =1'-0" 3 -PLY ROOFING MEMBRANE, WITH GRANULAR CAPSHEET ROOF SUBSTRATE COVER BOARD RIGID INSULATION, R-42 VAPOR BARRIER / TEMPORARY ROOF CROSS LAMINATED TIMBER DECKING (WD -1) R-2 MEMBRANE ROOF AT WOOD DECK Layers Materials R -Value 1 Outside Air Film 0.17 2 3 -Ply Roofing Membrane 1.08 3 Roof Substrate Cover Board 1.25 4 Rigid Insulation, R-42 42 5 Vapor Barrier/ Temp Roof 0.06 6 Cross Laminated Timber Decking 4.69 7 Inside Air Film 0.68 10 Closed Cell Spray Foam 20 11 Total R: 62.5 Total U: 0.016 3" =1'-0" 3 -PLY ROOFING MEMBRANE, WITH GRANULAR CAPSHEET ROOF SUBSTRATE COVER BOARD R-10 RIGID INSULATION TORCH -DOWN MEMBRANE/TEMPORARY ROOF ROOF SUBSTRATE BOARD METAL DECK, SEE STRUCTURAL STEEL STRUCTURE, WHERE OCCURS CLOSED CELL SPRAY FOAM, R-20 R-3 MEMBRANE ROOF AT METAL DECK Layers Materials R -Value 1 Outside Air Film 0.17 2 3 -Ply Roofing Membrane w/ Granular Capsheet 1.08 3 Roof Substrate Cover Board 1.25 6 Rigid Insulation, R-10 10 7 Vapor Barrier / Temp. Roof - 8 Roof Substrate Board 1.25 9 Metal Decking - 10 Closed Cell Spray Foam 20 11 Inside Air Film 0.68 Total R: 16 Total U: 0.063 3" =1'-0" METAL PANEL ON ALUMINUM FURRING SEALANT AND BACKER ROD SELF -ADHERED SHEET MEMBRANE AND VAPOR BARRIER ROOF SUBSTRATE COVER BOARD METAL DECK, SEE STRUCTURAL STEEL STRUCTURE, WHERE OCCURS CLOSED CELL SPRAY FOAM, R-20 REVIEWED FOR CODE COMPLIANCE PPROVED APR 06 2015 City of Tukwila BUILDING DIVISION Layers Materials R -Value 1 Outside Air Film 0.17 2 Metal Panel on Alum. Framing - 3 Vapor Barrier / Temp. Roof - 4 Roof Substrate Board 1.25 5 Metal Decking - 6 Closed Cell Spray Foam 20 7 Inside Air Film 0.68 Total R: 16 Total U: 0.063 R-4 METAL PANEL ROOF b (116.6° �I 3" =1'-0" D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 \""lICAY KORNOVICH STATE OF WASHINGTON REGISTER ARCHITECT ij Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title EXTERIOR ASSEMBLIES Sheet A00-40 Copyright© 2012 Perkins -i -Will C:\Revit Local12014\Tukwila Library Structural PJC.rvt 5 D C B 4 3 2 1 1 1 2 3 4 5 0 / 1PERPLAN -BRACE MATCH STUDS BELOW 4,----1,--- BRACE PER PLAN 16GA. (2-12 CONT. it.16GA. x 0'-8" 0 ABOVE $ BELOW STUDS H55 BRACE 16GA. TRACK PER 24/5-101 PER DETAILS OF LEVEL BELOW _L....FL- 5162 6 7 %2'N SPOT TRACK W/ (2)ROWS BEAM PER PLAN (CONC.,,‘,BEAM SLAB WHERE OCCURS)SLAB PER PLAN (GONG. WHERE OCCURS) W ► 16 A. TRACK - CONNECT TO COL. W/ DRIVE PINS @ 4"oc STAGGERED CLIPS PER 24/5-101 I r1 -T- ATTACH OF 0.14" DRIVE PINS DEFLECTION ALLOWANCE DEFLECTION ALLOWANCE @ 32"oc TO BEAM OR - - PER DETAILS �� PER DETAILS 1`�-1-1 ARC WELD AT 16"oc SCREWS OR DRIVE SLAB ABOVE r (3) #12 SCREWS SUPPLIED 8 8 8 FOR H <_ 15'-0" W/ VERTIGLIP, INSTALL 1" TRACK PER DETAIL ' I I I I (3)#8 © 2"oc EA. SIDE o `-m z 16GA. TRACK W/ 2" MIN. LEGS. FROM TOP OF 1'/2' VERT. SLOTS IN CLIP FOR 15'-0" < H < 31'-0" - z AT LEFT -f PINS NOT ACCEPTABLE_ AT BRACED FRAME 16GA. TRACK (20GA. MIN. 1 AT INTERIOR WALLS) BRACES - _2 14GA. TRACK W/ 2"MIN. LEGS DRIFTCLIP D5L800 BY • W/ 1 %4' MIN. FLANGES (NO DEFLECTION GAP) 1 ° i I I i THE STEEL NETWORK 0 SILL PER 16/5-101 O, I I _t I STUDS PER 18/5-101 EA. SIDE OF JAMB STUDS DIAGONAL H55 BRACE PER BF ELEVS. 1 %2' = 1'-0" ATTACH TO BEAM ABOVE �' < JAMB STUDS PER 18/5-101 WELD PER 22/5-101 41 I 1 BRIDGING PER 28/5-101W/ (3) 0.14%) DRIVE PINS q HORIZ. LEG 3"oc MIN. _1_4_1_ L`- i PER 16/5-101 �1 I d- I i I �, MALL @ @ STUDS (USE (3)#10 SCREWS TO TRACK JAMB STUDS ABV. WHERE NO BEAM OCCURS) USE 051_600 @ 6" WALL STUDS NOTES: HEADER PER H55 COL. PER PLAN SILL CONN. AT STEEL CLIPS 24/5-101 COLUMNS HEADER CONN. AT STEEL COLUMNS 00 1 0 1. CONNECTIONS SHOWN THIS DETAIL APPLY TO THE TOP OF TYPICAL SIMPLE SPANNING WALL STUDS WHERE DEFLECTION ALLOWANCE OCCURS. 2. SEE DETAILS FOR OTHER CONNECTIONS WHERE STUDS BYPASS SLAB EDGE OR SUPPORTING BEAMS OR WHERE HANGING SPANDREL TYPE CONDITIONS OCCUR. 1%2" = 1'-0" ' o o 12 TYPICAL INTER/OR STUD WALL BRACE OR TO BRACED CONNECTION EXTERIOR FRAME o 0 9 DETAIL 8 13 U.O.N. S ,' 'L' i � �I) i I i I �TYP., ��) 1 STUDS PER12/5-101 18/5-101 SPAN CONDITION HEADER TYPE NO.OF FULL HT. JAMB STUDS U.O.N. PER PLAN S r r STUDS PER SCHEDULE I` .� L <_ 11-0 A 2 fT _• 1'-0" < L <_ 15'-0" B 3 < - < 16/5-101 CONT. 16GA. #8 CONT. 16GA. #8 SCREWS @ 6"oc, TYP. TRACK (SPLICE SCREWS PER 21/5-101) @ 6 oc, TMP. TRACK (NO SPLICES) * 12' MAX OPENING ON EACH SIDE OF FULL HEIGHT STUD THRU WINDOW _ � TYPICAL SIMPLE SPANNING STUD WALL SCHEDULE EXTEND HEADER WEBS HEADER 7- _,_, JAMBS CONNECT PER SCHEDULE I OVER $ _ L OF 16/5-101 SND WIDTH CLEAR HEIGHT 'H'PER STUD WALL TYPE 30/5-101 , U.O.N. (2)8005162-43 ' W/ (2)#8 SCREWS TO EA. H2EADERI62-43 (U5E SILL STUD, TYP. CONFIGURATION HEADER ( PER --101 6" H <_ 141-0" 5-618 ) BELOYV YVHERI= z ,k_ • WHERE HEADER CONNECTS HEIGHT OF WALL SILL TO JAMB < DIRECTLY TO STEEL OF 14'-0" < 15'-6" 5-616 SILL PER SCHEDULE < H ABOVE OPENING o CONNECT w n- 16/5-101 WHERE OCCURS VARIES) STUDS BEYOND W/ o CONNECT SILL TO COLS. ATTACH HEADER 15 LESS THAN 18") CLIPS PER 24/5-101 TOP JAMB STUDS BEYOND S- -� -TI PER 10/5-101 < (CONFIGURATION $ BOT. OF BUILT-UP IN/ CLIPS PER 24/5-101 J L J L NO. OF FULL HT. B STUDS PER 16/5-101 / r U.O.N. (WELD PER 22/5-101 ) SECTION STUDS PER SCHEDULE CONT. 16GA. STUD IN/GOAT. 14a FLANGES (NO 16GA. W/ 1" LEG SILL CONT. 16GA. SILL (WELD PER 22/5-101) \ S 24/5-101 r(F., U.O.N. -oo.l 18 TRACK (SPLICE PER 21/5-101) SPLICES) - CONNECT TRACK IN/ 11/2' LEG CLIPS PER 24/5-101 TO TRACK W/ #8 SCREWS i ____L-, --' - WHERE OCCURS @ EA. TRACK TO -006 @ 6"oc EA. SIDE (NO SPLICES) JAMB STUD ' =1-0 TYP. JAMB CONNECTION 1 16'" 1 6 HEADER B SECT/ON HEADER A SECT/ON (SEE 18/5-101 AT STEEL COL.) 19 20 2 „ STUD PER PLAN OR DETAILS0.14"� JAMB STUDS PER 18/5-101 - DRIVE PINS @ 12"oc USE (3)#8 SCREWS WELD PER SHALL TO STEEL OR CONC. NO PUNCHOUT OCCUR WITHIN 12 " END OF STUDS, SUPPORTS (EMBED 11/2" AT TO ATTACH 4 TO WEB GONG.) ATTACH W/ (2) ROWS CLIP 1 %2x1 Y2 16GA. 22/5-101 -CLIP EA. SIDE AT 2 AOF TYRFROM TMP' #8 SCREWS @ 16"oc TO x METAL FRAMING SUPPORTS LENGTH = STUD WIDTH 1/2' �• JAMB STUDS $ AT ALL 12" STUDS TYP. I2" t 1 /2-36 WHERE STUDS OR JOISTS ARE SHOWN TO ABUT, WELD A5 SHOWN MAx. fit. 16GA. x TRACK WIDTH IN/ (2) ROWS @ 4"oc # OF (6) 8 SCREWS, CTRD. ON SPLICE STUDS MUST FULLY SEATED AGAINST TRACK, 16GA. TRACK W/ 1" MIN. LEGS BE TYP. 001 0 / LESS 16GA. TRACK 1" MIN. LEGS W/ --kqb Q ;,-,�---- ---- 1 1f --- --- ADDL. STUD > IF READ. PER DETAILS I II TRACK PER DETAILS #5 SCREW EA. SIDE (2)0.14"(1) DRIVE PINS TO STEEL SPLICE WHERE t - GAGE OF MATERIAL CONNECTED TYP. ?VALI STUDS JAMB STUDS OR CONC. SUPPORTS (EMBED 11/2" AT CONC.) ATTACH IN/ (3)4s8 SCREWS TO METAL FRAMING SUPPORTS TRACK READ. SHALL BE LOCATED @ MIDSPAN OF HEADERS OR SILLS 7004 21 t i %2-35 (2) SECTION STUD BOX MIN. 5209 22 NOTES: 1. CONNECTIONS SHOWN ON THIS DETAIL APPLY TO THE TOP OR BOTTOM OF TYPICAL SIMPLE SPANNING WALL STUDS SUBJECT TO WIND LOADING. SEE 12/5-101 FOR CONNECTIONS AT TOP OF WALLS WHERE DEFLECTION ALLOWANCE OCCURS. 2. SEE DETAILS FOR OTHER CONNECTIONS WHERE STUDS BYPASS SLAB EDGE OR SUPPORTING BEAMS OR WHERE HANGING SPANDREL TYPE CONDITIONS OCCUR. 7003 24 252 6 '>• 4 16GA.x1 %2'x1 %2' -44-� METAL FRAMING NOTES: 1. METAL FRAMING USED SHALL CONFORM TO THE SPECIFICATIONS 1. WALL FRAMING: OUTLINED IN THE GENERAL NOTES IN ADDITION TO REQUIREMENTS TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS NOTED HERE. AND AT EACH SIDE OF ALL OPENINGS. SEE ( 18/5-101 ) FOR WALL SCHEDULE $ FRAMING OF OPENINGS, U.O.N. 2. METAL FRAMING $ STRAP BRACING SHALL BE G60 GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: 8. SEE 28/5-101 FOR REQUIRED BRIDGING. 12, 14, AND 16 GAGE ASTM A553 OR A1003, GRADE 50 18 AND 20 GAGE ASTM A653 OR A1003, GRADE 33 q. SEE ARCH'L FOR SIZING $ DETAILING OF INTERIOR, NON-BEARING WALLS. 3. ALL STUDS $ STUD GROUPS SHALL BE LATERALLY SUPPORTED TO 10. SEE 8/5-101 FOR CONNECTION OF STUDS TO INTERIOR OR EXTERIOR PREVENT WEAK AXIS BUCKLING BY CONNECTING EACH FLANGE TO BRACED FRAME BRACES. BRIDGE CLIP, TYP. NOTES: 1. BRIDGING 15 REQUIRED FOR LOADINGS APPLIED BEFORE SHEATHING 15 ATTACHED TO BOTH FLANGES. BRIDGING PROVIDES RESISTANCE TO ROTATION CAUSED BY WIND LOADING, AND RESISTANCE TO BOTH ROTATION AND MINOR AXIS BENDING CAUSED ► �, jor 16GA. 150U50-54 BRIDGING 1► 0 ° (4)#8 SCREWS GYPSUM WALLBOARD PER ASTM C1280. [E W 4. WALLS WHICH HAVE SHEATHING CONNECTED ON ONE SIDE ONLY METAL STUD MU- TYPES: SHALL HAVE UNSHEATHED FLANGES LATERALLY SUPPORTED PER WALL DESIGNATION STUD TYPE SPACING - F E 3 DETAIL 28/5-101. 5-616 6005131-54 16"oc TRACK SECTIONS SHALL BE UNPUNCHED AND HAVE AT LEAST 1" FLANGES. 5-618 6005131-43 16"oc R c I D M I D D L BY AXIAL LOADING. 2. BRIDGING SHALL BE EITHER WELDED OR SCREWED./ A5 SHOWN. CHANNEL @ 4'-0"oc5. MAX. VERTICALLY, TYP. 002 28THE USE OF SLOTTED TRACK 15 NOT PERMITTED UNLESS SPECIFICALLY 5-418 4005131-43 16"oc APPROVED APPROVED BY ENGINEER OF RECORD. 6. WELDING OF GOLD -FORMED METAL FRAMING SHALL CONFORM TO ANS o00 D1.3 AND SHALL BE PERFORMED BY WELDERS QUALIFIED TO PRODUCE, ‘ 3 % i I 0 SPECIFIED CLASSES OF WELD. 30 A 5 1 4 3 1 2 1 C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVIEWED F OR CODE OMPLIANCE AROVED APR 0 6 2015 BUILDING of vila DIVISION NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title TYP. NON -LOAD BEARING METAL STUD. DETAILS u II JAN 23 2615 I l-- is i! 1 ',Y?: Sheet 2015 TON, INC. S-701 Copyright © 2012 Perkins+Will CV 6/14/2013 5:1E05 PM C:\Users\USBG03225\Documents\MPF-10450-KCLS Tukwila Branch - 2013_USBG03225.rvt D C B A 4) r • AREA PROTECTED c KITCHENETTE ALCOVE 106B 20 SF i] 1 SP MEET INCA `f RodM 0 STAFF 117 699 SF VESTIBUL 100 117 SF MOSAIC 105 1827 SF It ASSISTANCE POINTS 103... 145 SF SP DN FROM ABOVE 4" FDC UP BRAK I 1'1 i 142 4" FIRE RISER UP - 4" FDC BELOW GRADE PENDANT HEAD (TYP.) STA=F TOILT I 4 53 SF II 113x1 20 SF MEN 113 128 SF 4" FIRE INCOMING BELOW GRADE I I I 4" FDC & 4" FIRE ABOVE GRADE IN CEILING STUDY 110 _,1 37 SF CHILDF ENN, 1121 543 SF.. 1i ri) FIRE PROTECTION FLOOR PLAN - LEVEL 01 3/16" =1'-0" 13-41/th ECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bWSP • F LACK+ EW RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title FIRE PROTECTION FLOOR PLAN - LEVEL 01 Sheet F P02=01 Copyright © 2012 Perkins -1401 6/21/2013 10:45:55 AM II, D C B A 5 5 I 4 4 3 3 I OD) 2 1 ROOF ACCESS LADDER TO MEET OR EXCEED OSHA STANDARDS, PAINT TO MATCH P-1 STEELGUARDRAIL, PAINT TO MATCH P-1 4" MAX EQUIPMENT HOIST STEEL SHIP'S LADDER TO MEET OR EXCEED OSHA STANDARDS, PAINT TO MATCH P-1 O LEVEL 02 307' - 6" REVIE D FOR CODE COMPLIANCE APPROVED NPR 062015 City of Tukwila BUILDING .IVIS GCS - •d_ • ° - da • a. 55. SECTION @ SHIP'S LADDER AND ROOF ACCESS HATCH 1/2" =1'-0" I 2 LEVEL 01 297'-0" D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title PLATFORM AND ROOF ACCESS - PLANS, SECTIONS & DETAILS Sheet Al2-01 Copyright © 2012 Perkins+Will c:\temp\161028 Tukwila_herzerh.rvt c_ 8'-6" 8'-6" NO ACCESS PANELS, EXCEPT WHERE EXPLICITLY INDICATED WITHIN THIS DASHED LINE z CD 4 11111111 1 I UJ LU III I I I I L L I L I I i I LI.I_I I I I II I u I I LJ I I L I I LLJ I I LJ I I I L111111II1111 GYP BD 12'-41/2 • WHO 1 FLUSH MOUNTED HORN AND STROBE LIGHT. - - 1 OPEN TO STRUCTURE STAFF 117 z CD FAN COL UNIT PER j MECHANICAL 0 alL GYP BD 12'-41/2" GWB HEADER AT 7'-10" CONTINUOUS SLI DI G DOOR TRACK 0 STAFF WAP, TYP. 0 =FICE 118 116 GWB HEADER AT 7-10" SPEAKER • • O.T.S. L SPEAKER, TYP L NOTES: 1. NOT ALL LIGHT FIXTURES ARE SHOWN. FIXTURES ARE SHOWN TO DEMONSTRATE RELATIONSHIPS AND TO IDENTIFY CRITICAL DIMENSIONS. DIMENSIONS NOT EXPLICITLY IDENTIFIED ARE GENERALLY CENTERED IN CEILING GRID, CEILING TILE, STRUCTURAL BAY, OR SIMILAR. SEE ELECTRICAL LIGHTING PLAN AND LIGHTING SCHEDULE FOR MORE INFORMATION. 2. HVAC DIFFUSERS ARE SHOWN FOR DIMENSIONAL CONTROL ONLY - SEE MECHANICAL FOR MORE INFORMATION. 3. ACOUSTIC CEILING TILE GRID TO BE CENTERED IN ROOM OR ALIGNED WITH PARTITIONS, WHERE POSSIBLE OR UNO. 4. NO EXPOSED CONDUIT OF ANY KIND AT WOOD OR CROSS LAMINATED TIMBER CEILINGS. LOCATE ABOVE DECK WITHIN INSULATION. WHO UNDE ABINET LIGHT FIXTURE we We ------ ',GYP BD` , ' GYP BD . -; ,At -71/2" - 8'-0" GYP BD '• -8'-0" • ° :STAFF: TOIL T - •,114 -, ,w, ANITO 113A • O.T.S. I .L � ,GYP BD • 8'-71/2". •I EQ 17'. •BRACING FOR TOILET PARTITIONS (ABOVE CEILING) SELF - CHECK 101 FAN COIL UNIT PER MECHANICAL Am GYP BD 8.-0" -EQ • CENTER LIGHT FIXTURE ON LAVATORY CHILDREN'S 112 -,ACCESS PANELS!, GYP BD 8'-0" REFLECTED CEILING PLAN - LEVEL 01 1 3/16" =11-0" 5 ASSISTANCE 103 STUDY 110 Ash GYP BD 13'-41/2" OPEN TO STRUCTURE TEEN LOUNGE -108 COLLECTION 109 CYBER BAR 108 STEEL HEADER TO SUPPORT SLIDING DOOR .01 SPRINKLER, TYP. 1 I WO WO ao C'NCEALED OVERHEAD P' • JECTOR SCREEN AP 4 3 I 2 �13�Z1 l� RECEIVED CITY OF TUKWILA OCT 142014 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date \1415.3 REGISTERED ARCitITEECT KAY KORNOVICH STATE OF WASHINGTON Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE II 011 di di WM or = - 12'-8" II 11:» EQ �, . mil ` ''11111 SPEAKERS !IIHIHUi!NIiIIIIIII!U Alr���n�� 1 1 CENTER I BETWEEN LIGHT WDC -1 iill II'I l r FIXTURES, TYP UNO 1 : 12'-41/2" B2 JOINT BETWEEN WOOD i� I 11 I 1 1 �-' % CEILING PANELS, 3/4' TYP. EQ EQ IIII 1 ' J\ O.T.S. I i'1 11 illi 1 Gd nl TI KV II Inln 11 X11111 nn ■ ■ ^t Ti 111 HOE 1 III I t 111 11 111 7�WI _ ( I. ---__. ow JJJIUIDIr:1 I I63 I 10 111 11B4 \lI 7. 6." II Al F5 ii��:i�l'�IIII I�'� An [-[ 11111111111101111111 IILi\ om III ilii RgaM 1 1 pm w E �, A W��'� cOr�MuvITY VIC. LAIC I III' i� u' • �' 0., ILLL WDC1WDC1 WOOD CE LING CONTINUOUS i 12' 41/2' aII II C� 12'_4" �1 ,� ,— .,. T_ ll L .-- '� �. SII n lllllliu :. _ _ we We ------ ',GYP BD` , ' GYP BD . -; ,At -71/2" - 8'-0" GYP BD '• -8'-0" • ° :STAFF: TOIL T - •,114 -, ,w, ANITO 113A • O.T.S. I .L � ,GYP BD • 8'-71/2". •I EQ 17'. •BRACING FOR TOILET PARTITIONS (ABOVE CEILING) SELF - CHECK 101 FAN COIL UNIT PER MECHANICAL Am GYP BD 8.-0" -EQ • CENTER LIGHT FIXTURE ON LAVATORY CHILDREN'S 112 -,ACCESS PANELS!, GYP BD 8'-0" REFLECTED CEILING PLAN - LEVEL 01 1 3/16" =11-0" 5 ASSISTANCE 103 STUDY 110 Ash GYP BD 13'-41/2" OPEN TO STRUCTURE TEEN LOUNGE -108 COLLECTION 109 CYBER BAR 108 STEEL HEADER TO SUPPORT SLIDING DOOR .01 SPRINKLER, TYP. 1 I WO WO ao C'NCEALED OVERHEAD P' • JECTOR SCREEN AP 4 3 I 2 �13�Z1 l� RECEIVED CITY OF TUKWILA OCT 142014 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date \1415.3 REGISTERED ARCitITEECT KAY KORNOVICH STATE OF WASHINGTON Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title REFLECTED CEILING PLAN - LEVEL 01 Sheet A05-01 Copyright © 2012 Perkins+Will 3 w W CD ta N U 0 0 co M r` 5 4 3 2 GENERAL NOTES: 1. PROVIDE TWO ZONES OF CONTROL FOR EXTERIOR SITE LIGHTING. ONE ZONE TO AUTOMATICALLY SHUT OFF LIGHTS AT A PRESET TIME AND A SECOND TO SHUT OFF REMAINING LIGHT VIA PHOTOCELL AT SUNRISE. 2. ALL CONDUITS ARE TO BE 1" MINIMUM AND #10 AWG WIRE. 3. COORDINATE LOCATIONS OF FIXTURES WITH CIVIL AND LANDSCAPE ARCHITECTURAL DRAWINGS. 4. ALL SITE LIGHTING CIRCUITED TO L1-14 AND CONTROLLED VIA LIGHTING CONTROL PANEL (LCP) RELAYS. 5. PROVIDE CONCRETE POLE BASE FOR TYPE 'L01' LIGHT POLES PER DETAIL 2 ON SHEET E06-00. 6. PROVIDE CONCRETE BASE FOR BOLLARD TYPE L02 PER MANUFACTURER'S REQUIREMENTS. 1 FLAG NOTES: HANDRAIL INTEGRATED LED LIGHT FIXTURE TYPE AND LOCATIONS WITH ARCHITECTURAL DRAWINGS LINEAR LED LIGHT TAPE MOUNTED UNDER BENCH PROVIDE 12"x12" HANDHOLE FOR PULL BOX. TREE MOUNTED DOWNLIGHT. FIXTURE MOUNTS HIGH IN TREE CANOPY TO DOWNLIGHT THROUGH LEAVES AND BRANCHES TO CREATE PATTERNED UGHT/SHADOW ON GROUND BELOW. STAKE MOUNTED TREE/SCULPTURE UPLIGHT. IN—GROUND LED MARKER UGHT FOR SPARKLE. UGHT FOR ART PIECE TO BE DETERMINED. L14, COORDINATE QUANTITIES FOR HANDRAIL DETAIL. SEAT TO LIGHT PLANTINGS. L06 1-14 0 (R23) 5 4 3 SITE LIGHTING PLAN SCALE: AS INDICATED <D 0 4 8 16 24 1 inch plotted If measurement is other than 1 inch then the plot is reduced. 2 Feet RECEIVED CITY OF TUKWILA OCT 1 4 2014 PERMIT CENTER D A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System Lighting Design and Consulting SPAKLING WORK TOGETHER I STAND APART 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.conz CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn JAB/HKG Checked JDV/LSM Approved JDV Title SITE LIGHTING PLAN i PA tto c' 6)`0 Sheet 01 -02 & RS\ULJ KW HUNLQ 5 4 3 ' , ! FUTURE TUKWILA •VILLAGE COMMONS j 1 1 1 I ; • ' ' • ' 1 1 1 1 • • 1 1 1 1 • 1 CONC. PVMT. JTS., FLAGSTONE FAVI G 1 STONE SEATING, TYP, STAKE IN FIELD FOR APPROVA CONC. PAVING, REF. CIVIL FOR SECTION CIF' CONC. STAIRS WITH HANDRAIL PROPERTY LINE CONCRETE SEATWALL L01-02 J1 J11_ 11 IL " / (11 - ( iryit L11.5_1 ;:1[;41 _ if '-'1k(] t\ 11` 1)1 -Ic(1.1["jricir I[1-1 )1 If / I J -(11 \1 IL, 11 1[, jQ)( 1 OF 1TREE GRATE CY LL.1 TRASH ENCLOSURE, REF. ARCH. -Lc) 11111,11111 If'1•4. • DIVIDE WALL INTO -- WITH "V" JTS. s„......._. . _,.. SKATE DETERRENT:1YR .296- ---- -- ..._.._._„____._ ,114; Aggi mITEM1=TORIITONSIMW=ILTairillirnriuliTIMIZIT firanu=1"firairilliMirmialMEnn=TAIrm"""nulTipu' um • --- _ _ OF TREE GRATE, COORDINATE WITH PARKING, TYP. FOR ALL TREE GRATES OF TREE GRATE 4 BIKE RACK, TYP. SEE LEGEND THIS SHEET & SPECS TRENCH DRAIN, REF. CIVIL ALIGN WALL JTS. W/ NEAREST PAVER JOINT. CONFIRM PAVER LAYOUT PRIOR TO CASTING WALL TERRACE PAVING, REF. ARCH. •••- I k\C • OVERHANG, ABOVE • ,s 4 TUKWILA LIBRARY +296.67 ALIGN GRAVEL EDGING WITH BUILDING PROPERTY LINE 4 ° CJ'' • A 4 297 FUTURE ,SIDEWALK TREE GRATE OF TREE GRATE BOLLARDS, REF. ARCH. / PRE -CAST CONCRETE PAVERS STORM VAULT SYSTEM, REF. CIVIL 7 : )141. ,.fi',:!;';'s; c, • 297 44 KCLS BOOK DELIVERY/DROP-OF 5 1 ...... ----- 297 . . . .--7-1-.1 . ,,,,,- - . 1 1 / ' -- i : - '1 t '•" 7- :— •--- - - — 7-11-- 1 q_......_,-,,--,- -------/ // I_ / •_ ,, / 0 ''' ' I - •I' )9 8-- ----;------------ •---i - ..----'-' / / ; ...,...„ L I - 1==3_ lE==1 =zi1 tr==i 293 -29299 _ CONCRETE S6kTWALL DETERRENT, TYP. RELOCATED BUS - SHELTER, REF. ARCH L01-02 GRAVEL WITH METALHEADER L01-02 ART SCULPTURE, BY OTHERS .1, Landscape Materials Plan /01< V/ Mternotional// Blvd WOW/ panrey-5 by owk CWobtivwG 5e'tL1pvw1. Scale: 1"=10'-0" 1 4 3 1 2 0 10 11111 20 MATERIALS & FINISHES 77. Hr:r cif -111 CJ O 0 0 PAVING TYPE A CONCRETE PAVING (SEE CIVIL FOR SECTION) LT -MD SANDBLAST FINISH, WITH SAWCUT JOINTS TYPE B PAVER, STACKED BOND SEE ARCHITECTURAL TYPE C FLAGSTONE PAVING SAN DSET GRAVEL WITH METAL HEADER CONTROL JOINT CONCRETE SEATWALL NATURAL GRAY CONCRETE LT. SANDBLAST FINISH STONE SEATS STAKE LOCATIONS IN FIELD FOR APPROVAL BY L.A. BIKE RACK, SEE SPECS PRE -CAST CONCRETE PAVERS 24" x 48" x 2" TREE GRATE TO MATCH TUKWILA VILLAGE: 'KIVA' BY URBAN ACCESSORIES IAT), ALIGN NOTES: SEE L02-01, L03-01 FOR GREEN rr r— breift6,/ibt D B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.porkinswill.corn Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System KAREN KIEST landscape architects w. john st, suite 305 seattle wa 98119 tel : 206.323.6032 LAN STATE OF WASHINGTON LICENSED HITECT EXPIRLEICSENOSNE 1N20/1805/0201 3 KA • EN S. K"ST PERMIT REVISIONS 10/10/2014 CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date • PERMIT REVISIONS REV1EVVED FOR CODE COMPLIANCE APPROVED APR 06 2015 City of Tukwila BUILDING DIVISION A RECEIVED CITY OF TUXWILA OCT 1 4 2014 PERMIT CENTER Revisions 10/10/2014 A PERMIT REVISIONS 10/10/2014 NO ISSUE. DATE Date Sheet Information 10/10/2014 Job Number TU KL Drawn KM Checked KK Approved KK Title LANDSCAPE. MATERIALS & LAYOUT PLAN Sheet LO1 -01 • •••••••••• ••••••Il ••••••• • W J J z w N 00 —i O 11-111-111-11 =1 11=1 11=1 I II � II T11 111 i i I—iii—iii—i i 1— IRRIGATION TRENCH SCALE: NTS SCH 80 NIPPLES & FITTINGS TO BE SAME SIZE AS MANUAL DRAIN VALVE. FINISH GRADE TRACKING TAPE 6" BELOW GRADE CLEAN, COMPACTED SUITABLE NATIVE BACKFILL SAND OR APPROVED BEDDING MATERIAL LATERAL PIPE MAINLINE PIPE BUNDLE IRRIGATION WIRE UNDER MAINLINE AND ALONG OPPOSITE SIDE FROM ANY SWING JOINTS III= 111-_--11 =1 =111=111=1 I 1 111-111=111=1 =111=111=- 111 111-111=111=111 =111-111 III -III -1 =III=III- , III-III=1 I I=1 =111=111=111 III -I I 1=1 I 1=1 =III -III -- III III-III-III=III=- - MANUAL DRAIN VALVE SCALE: NTS VALVE BOX WITH LOCKABLE LID FINISH GRADE 4" PVC SLEEVE MANUAL DRAIN VALVE SCH. 80 NIPPLES DRAIN ROCK— 3 CU. FT. MIN. WRAP IN FILTER FABRIC SCH. 40 MAINLINE MASTER VALVE SCALE: NTS / 7 MAINLINE =III= IIIEIII- SAND OR APPROVED BEDDING MATERIAL ROOFING NAIL TO MARK SLEEVE EXISTING OR NEW PAVEMENT TRACKING TAPE 6" BELOW PAVEMENT CLEAN. COMPACTED SUITABLE NATIVE BACKFILL IRRIGATION SLEEVE SCALE: NTS SLEEVE ii=iii=iii=iii=iii=iii=iii=iii: QUICK COUPLER SCALE: NTS 'SNAP TITE' CONNECTORS & EXPANSIOIN COILS, 15 WRAPS AROUND 1/2" PIPE (TYP.) ELECTRIC MAINLINE VALVE (PER LEGEND) AMETEK PLASTIC VALVE BOX, TAN OR GREEN TO MATCH ADJACENT SURFACE BURY 2" DEEP IN TURF AREAS & 1" ABOVE GRADE IN PLANTER AREAS FINISH GRADE FLANGED FITTING 4" PEA GRAVEL MAINLINE TAPE & BUNDLE CONTROL WIRE PER SPECS CONTROL Sc COMMON WIRE TO CONTROLLER FLUSH WITH FINISH GRADE QUICK COUPLER IN VALVE BOX IN/ LOCKABLE LID FINISH GRADE DRAIN ROCK MIN. 3" DEEP SCH. 80 NIPPLE BRICK OR CONC. BLOCK, TYP SCH. 40 STREET ELL. SCH. 40 ELL. SCH. 80 NIPPLE SCH. 40 STREET ELL. SCH. 40 TEE OR ELL., TYP SCH. 40 MAINLINE OR LATERAL LINE ///\\%\/ n 4- CHRIST B3 CONCRETE UTILITY BOX WITH CAST IRON LID SET FLUSH WITH FINISH GRADE ASPHALT CHAMPION 1-401 HOSE BIB AUTOMATIC CONTROLLER WITH LOCKABLE DOOR HARD—WIRE 120 VOLT ELECTRICAL SERVICE WITH JUNCTION BOX 2" DIA. CONDUIT TO 6" BELOW GRADE, TRENCH WIRES TO MAINLINE TRENCH FINISH GRADE ALL WIRE TO BE INSTALLED PER LOCAL ELECTRICAL CODE. VERIFY LOCATION PRIOR TO INSTALLATION. INSTALL CONTROLLER PER MANUFACTURER'S INSTRUCTIONS. WALL -MOUNTED IRRIGATION CONTROLLER SCALE: NTS 3" MIN. 6" MAX. =1 1 1 Li v ii. —111-111-1I I- PEA GRAVEL SUMP 4" DEEP 30" LONG X 1" GALVANIZED ANGLE IRON STAKE W/ 2 STAINLESS STEEL BANDS BRASS NIPPLE (12" MIN.) BRASS ELL (MIPT & FIPT) BRASS STREET ELLS (FIPT & FIPT) BRASS NIPPLE (6" MIN.) BRASS STREET ELL (MIPT & FIPT) —PVC TEE OR ELL ON MAINLINE POP-UP SPRINKLER SCALE: NTS REMOTE CONTROL VALVE PVC MAIN LINE — PAVEMENT OR CURB TOP OF SPRINKLER FLUSH WITH FINISH GRADE POP—UP SPRINKLER CLASS 315 PVC PREFABRICATED TRIPLE SWING JOINT SCH. 40 TEE LATERAL LINE PRESSURE REGULATING VALVE — LATERAL LINE TO ZONES UNION, TYP COUPLING FILTER DRIP CONTROL VALVE W/ FILTER & PRV SCALE: NTS COMPRESSION RING FINISH GRADE VALVE BOX SEE SPECS. LINE FLUSHING VALVE BRICK SUPPORTS (THREE) 3/4" GRAVEL SUMP (1 CUBIC FOOT) 3'-6" DRIPLINE FLUSH SCALE: NTS o I . 1,16.48x0c7 o uo o° VALVE DRIPLINE PVC PIPE & FITTINGS UPSTREAM OF THE ISOLATION VALVE TO BE THE SAME AS SIZE THE MAINLINE. ISOLATION VALVE SAME SIZE AS REMOTE CONTROL VALVE. 1-11 II J�� I'L;1 to i 11 ■ITh ' �■=■i■ ■■I�; X11/ I''■IIIA• III 11 IIIII 1-1 I I I I I-111 III II 11111 REMOTE CONTROL VALVE SCALE: NTS 11 iii FLUSH WITH FINISH GRADE VALVE BOX WITH LOCKABLE LID COMPRESSION FITTING REMOTE CONTROL VALVE WITH 18" COIL OF WIRE & MALE REDUCER FINISH GRADE ISOLATION VALVE WITH MALE REDUCER SCH. 80 NIPPLE SCH. 40 ELL. DRAIN ROCK MIN. 3" DEEP SCH. 80 NIPPLE BRICK OR CONC. BLOCK SCH. 40 MAINLINE SCH. 40 TEE OR ELL., TYP. SCH. 40 ELL. 11 II ii Ii 10" ROUND VALVE BOX WITH NECESSARY EXTENSIONS. D 1/2" IN TURF, 1/2" IN GROUND COVER AREAS FINISH GRADE OPERATING HANDLE OR NUT ADAPT TO MAINLINE MAINLINE PEA GRAVEL GATE VALVE (PER LEGEND) EXHAUST HEADER, POLY AXON TUBING OR DRIPPERLINE BLANK TUBING TECHLINE TUBING DRIPPERLINE co FITTINGS MULCH TECHLINE TUBING PLANTING SOIL EXHAUST HEADER DRIPLINE INSTALLATION SCALE: NTS AREA PERIMETER PVC EXHAUST HEADER FLUSH VALVE CONNECTED TO HEADER TUBING LATERAL (TYP) PERIMETER LATERALS 2" TO 4" FROM EDGE DRIPLINE BASIC GRID LAYOUT SCALE: NTS b(3,1.1 PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System KAREN KI EST landscape architects w. john st, suite 305 seattle wa 981 1 9 tel: 206.323.6032 LAN STATE OF WASHINGTON LICENSED HITECT '.yam, KA•EN S. K ST LICENSE NO.850 EXPIRES ON 12/10/2013 PERMIT SUBMITTAL 6/13/2013 50% CD COORDINATION 5/31/2013 Dr®wll D❑® REVIEWED FOR CODE COMPLI1\NCE APPROVED APR 06 2015 City of Tukwla BUILDING DIVISION START CONNECTION MALE ADAPTER (T(P) REMOTE CONTROL VALVE WITH DISC FILTER AND PRV PVC SUPPLY HEADER RECEIVED CITY OF TUKWILA JUN 2 1 2093 PERMIT CENTER A Revisions NO ISSUE DATE Date Sheet Information 6/17/2013 Job Number 16102 ❑[D00 Drawn KM Checked KK Approved KK Title IRRIGATION DETAILS Sheet L02-02 Copyright © 2012 Perkins+Will [V CV 2/26/2013 4:00:44 PM D c B A 5 4 3 2 1 O O •••O• NOTE: LOCATE PIPING 1 1/2" MIN. CLEARANCE OF GYPSUM BOARD ••4••• CAULK AIRTIGHT WITH ACOUSTICAL/FIRE-RATED SEALANT BACKER ROD PIPE RISER CLAMP STEEL OR WOOD SHIM 3/4" NEOPRENE PAD SAFING BATT INSULATION 0.2500 TRAP PRIMER VALVE — VACUUM BREAKER PORT DISTRIBUTION UNIT (WHERE REQUIRED) NOTES: a 8" TP FLOOR DRAIN OR FLOOR SINK WITH TRAP PRIMER INLET 1. PROVIDE ACCESS PANEL IN WALLS AT TRAP PRIMER UNIT LOCATIONS. 2. TRAP PRIMER VALVE SHALL BE MOUNTED ONE FOOT ABOVE THE FINISHED FLOOR FOR EVERY 20 FEET OF PRIMER LINE. 3. INSTALL TRAP PRIMER PIPING AND UNIT PER MANUFACTURER'S RECOMMENDATIONS. PIPING MUST SLOPE TO POINT OF CONNECTION TO DRAIN WITHOUT TRAPS IN PIPING • .. • .'4• WARNING TAPE '' '_I1 1TRACER WIRE ° ._--_.—SELECT BACKFILL ° ° ' — — — PEA GRAVEL CD -1 Ilq •ry of ° o ° . 1111 • o o 0 111 ]11I-4--1-. —'1'14 Ll I 111-111-111.--:----1 I I I l 1 IN EARTH TYPICAL PIPE TRENCH SECTION 0 • o • • IN ROCK SCALE: NTS NOTES: 1. UNDER FOUNDATION AND PAVEMENT AREAS - SELECT BACKFILL MATERIAL COMPACTED IN MAXIMUM 8" LIFTS TO SUBGRADE OF PAVEMENT. 2. UNDER LAWNS AND OTHER IMPROVED AREAS - COMMON EARTH COMPACTED IN MAXIMUM 12" LIFTS. 3. IN UNIMPROVED AREAS - COMMON EARTH MOUNDED TO ALLOW FOR SETTLEMENT. PIPE ISOLATION AT FLOOR FOR WASTE PIPES AND RAIN LEADERS NO SCALE TRAP PRIMER INSTALLATION TYPICAL DETAIL NO SCALE PIPE TRENCH SECTION TYPICAL DETAIL NO SCALE FOR CONTINUATION & PIPE SIZE SEE FLOOR PLANS PRESSURE & TEMPERATURE RELIEF VALVE (TYP.) THERMOMETER WITH GAUGE COCK (TYP.) VERTICAL ELECTRIC STORAGE HEATER - EWH-3 1" LA l SHUTOFF VALVE, TYP. 1 TUNION (TYP.) TANK DRAIN VALVE (NORMALLY CLOSED) SPILL TO FLOOR DRAIN FLOOR DRAIN / t • 1/2" Ple • • n i RECIRCULATING PUMP 1" IN-LINE EXPANSION TANK LOCATE TWO SEISMIC STRAPS PER UPC 510; 4" ABOVE CONTROLS & 1/3 DOWN FROM TOP OF HEATER ELECTRIC ELEMENT WITH CONTROLS DRAIN PAN FINISHED LOWER LEVEL u u 1" CONCENTRIC REDUCER AS REQUIRED (TYP) TO BLDG HOT WATER USES 1-1/4" 1" VOLUME CONTROL SHUTOFF VALVE UNION (TYP) 3" FACE BIMETAL DIAL THERMOMETER (RANGE 20° - 240°F) THERMOSTATIC WATER MIXING VALVE WITH CHECK STOPS, REMOVABLE CARTRIDGE WITH STRAINER & WALL MOUNTING BRACKET HANGER ROD SIZE (SEE SPECS) ADJUSTABLE CLEVIS HANGE INSULATION - SEE SPECS PIPING GALVANIZED INSULATION PROTECTION SHIELD AT EACH HANGER WOOD BLOCK INSERT OR HIGH DENSITY INSULATION NOTE: 1. SEE STRUCTURAL DRAWINGS FOR HANGER ROD CONNECTION TO STRUCTURE BLACKTOP, CONCRETE OR EARTHFILL 20" X 5" CONCRETE RING SMITH #9329 SUPPORT (AS NEEDED) VANDAL RESISTANT COVER MARKED "SEWER" CLEANOUT HOUSING; LANDSCAPE OR WALK AREAS-CHRISTY BOX #F-8 VEHICLE TRAFFIC AREA-CHRISTY BOX #G-5 OR J.R. SMITH #4256 SEAL AIR TIGHT WITH RUBBER CAP SECURED W/BAND CLAMP PIPE 1/8" BEND REQUIRED. (AT END OF RUN USE LONG SWEEP 90° ELL) "Y" BRANCH SIZE AS ELECTRIC WATER HEATER NO SCALE TEMPERED WATER MIXING VALVE PIPING DIAGRAM NO SCALE PIPE HANGER AND INSULATION DETAIL NO SCALE GRADE CLEANOUT TYPICAL DETAIL NO SCALE 5 4 3 2 al co, 1 D c B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ijoWSP• FLAC KA- KURTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions PLUMBING DETAILS RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER Copyright © 2012 Perkins+Will CV re N 0 Cr) N C:\Users\USBG03225\Documents1MPF-10450-KCLS Tukwila Branch - 2013_USBG03225.rvt D C B A 5 4 ^77 -r -T-7-1 I r[ r rr Tr- _r f UL F nel 3 ) r✓ C II I CO ;- MITI ) ) J � v u PeitflIG i 103 ,II • LL HVAC RADIANT FLOOR PLAN 3/16" = 1'-0" C�I- 112 5L3 ,4�h= r, r, 1C7vi� EC I -05 I I I ) ) r c ll ROOM i I 11 2 ) I !1 - 1 SHEET NOTES: A. RADIANT FLOOR IN -SLAB PIPING TO ROUTE BETWEEN THE IN -SLAB ELECTRICAL FLOOR CONDUIT SYSTEM AND WILL CROSS ONLY IF IT IS NEEDED. SEE SHEET E04-01 FOR DETAIL OF IN -SLAB ELECTRICAL FLOOR SYSTEM. NUMBERED NOTES: ALCOVE I 106E 2U SF // C 3-52 ) j \\, wg rr )C C ) L+ I 11 I I ) ) C )C ) TEEN ) %i I I' , ) ......... ............. J sruDY r1 110 37 S I 1060 ��..� 79 SF \,C / / Y\/ r I I � r1 I r Ili L--1 ) ............... r1 F1 II II B fr RADIANT FLOOR ZONE. EACH HATCHED AREA REPRESENTS A SEPERATE RADIANT FLOOR ZONE (WP -7). IN -SLAB RADIANT FLOOR TEMPERATURE SENSOR. ROUTE RADIANT PIPING AROUND FLOOR DRAINS. RECEIVED ITY OF TUKWILA D C B A PERKINS +WI L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System WSP■ FLACK+ . U RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/3112013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title HVAC RADIANT FLOOR PLAN JUN 2 1 20131:I!!! ITAADEN D PERMIT CENTOAL Sheet M02-00 Copyright © 2012 Perkins+Will D C 5 4 3 2 B A PERMIT REVISIONS #2 COL. CONTINUES WHERE / \ NO ISSUE MARK BRACE WELD LENGTH "a" (in.) BRACE WELD SIZE "A" (in.) WELD LENGTH "b" (in.) WELD LENGTH "C' (in.) GUSSET ft THICKNESS (in.) (GRADE 50) DETAIL REFERENCE CONFIGURATION TYPE OCCURS PER PLAN / \ �� RIGID INSUL. PER 16/5-602 AT GUSSET $ BRACES - NOT AT COLUMN R\ , ;. �. /^ / OR ELEVATION / / / //\ / / < BRAGS CONN. rt\ ,^ , . // /7/ / / / / / / / / / / /C� / / J/ R\v,^ , , P' / / / / // „ // )/ / O 8 /8 12 13 1/2 10/5-602 A I © 8 %8 2q 8 1/2 16/5-602 D / /� / / // ABV. WHERE OCCURS -< /` /� \ / / LINE INTERSECTING / /i / '� �\ / © 8 3/ 82 8 11 % 22/5-602 I \ l / / CONN. \ \\ // l / / \ \ / SEAM TO COLUMN COLUMN �\ / \ PER 28/5-602 , U.O.N. ij \ / 4 8 /8 17 10 1/2 10/5-602 G I ° ° III 11 ° ° I 1 ° ° I I� II © 8 /8 31 6 1/2 16/5-602 F o o 1— —1 I-" b"m FACE OF ° ° I m „„ ° ° 1 11 m `� LINE INTERSECTING -I COLUMN OR BEAM - WHICHEVER W.P./ 6 10 1/6 41 8 /8 16/5-602 D w.P. r I --\---l / \ 15 CLOSEST TO BRAGS t STIFF. w.P. f. %2'X6", / v BEAM PER ELEVATION o INTERSECTING O 10 '/6 15 23 /8 22/5-602 I � 1k44,, = � PER U.O.N. - GIRD. ON �' LINE BEAM } GUSSET ft ��� SCHEDULE GUSSET . / 8 8 /8 15 12 1/2 10/5-602 A 441074% COL. PER ELEVATION \ \ \ \ % °%\44k \\14 k 4* BRACE PER ELEVATION \ \ 5/ 6 u u q � 8 /6 13 17 1/2 /5-b02 I \ STIFF. ft /2x6 , ✓� U.O.N. - GTRD. ON GUSSET it. \\01\ 5/6 \ 10 11 /8 21 q 1/2 10/5-602 G "A" 24/5-602 REINF. ft PER 30/5-602 PER 23/5-603 AT /EX 5099 12 per PIPE BRACES * NOTE: REFER TO CONFIGURATION O * NOTE: REFER TO CONFIGURATION 0 � 7 NOTE: t = THICKNESS OF GUSSET ft. A FOR CALL -OUTS IN COMMON. FOR GALL B -OUTS IN COMMON. 5093 10 PLACE 1" RIGID INSULATION 17 18 "" `- LINE INTERSECTING STIFF. It %2'x6" GIRD. q0° TYP. EA. SIDE OF GUSSET AND TOP OF GU55ET l'aN REINF. ft ,, N /, BRACES BELOW TOP OF GONG. \ SLAB WHERE OCCURS (SHADED).\ \ / i \/ \/ / ' typ.i /6 <typ. ON GU55ET ft��� 'y� 30/5-602 � `=ONLY STIFF. ft'S MAY BE IN \ //6 �PER i'\') q0°`�`VDIRECT CONTACT W/ CONCRETE A �,B RAG P R E E ELEVATION,per - � \ ,4 LINE > / 0 � INTERSECTING - TVP. � 24/5-602 A `�' — \ ,�, STIFF. ft 1/2'x6" GTRD. / _ BEAM "b" le BEAM PER ON GUSSET ft, TVP. 4 ELEVATION STIFF. ft 1/2'x3" SIDE LINE w.P. EA. INF. N.P. INTERSECTING FACE OF BEAM OR (1/2'x4" IN/ BOLTING PER 6/5-502 WHERE BEAM OCCURS)-- TOP OF GUSSET ft - WHICHEVER 15 v / l \ \, r / / / CLOSEST TO BRACE / / / \, 5/6 / 4. \typ v * NOTE: REFER TO / \ �- / / 4.\\ / / `'►' , „ F5), / CONFIGURATION 0 / / / ft /2X3 (N5 TVP. / / / / :RIFF. SMOOTH //�\ �/ \ FOR GALL -OUTS IN / / / / IND TRANSITION . TO AT LEAST 1/2' RADIUS, TVP. / 1/ GUSSET ft PER �! \ COMMON. / \ \ / \ * NOTE: REFER TO \ CONFIGURATION O \// � 5094 D 1 NOTE: t = THICKNESS GUSSET ft. OF SCHEDULE, TYP. FOR GALL -OUTS IN COMMON. 16 —BRAGS PER STIFF. 1/2'x6" INTERSECTING BASE ft BF ELEVATION ft LINE OR COLUMN - WHICHEVER 15 CLOSEST TO BRAGS �� 4 ' �' 1 >T CTRD. ON GUSSET ft 1 / / / 1 2.. 1/4 // / LINE INTERSECTING COLUMN PER >- BF ELEV. 1 REINF. ft 1 / / / COLUMN SLAB I �G 85 INTERSECTING \ TOPPING \ .14�'PERS0/S-02 E ft / / // GU55ET PLATE 'NEW 5CHEDULF PER PLAN I J \ I / \ ' ' t.o. slab -on -grade I \ "A" �— t.o. slab -on -grade t.o. slab -on -grade el. per plan INSULATION _ I 1 q0 ` GUSSET ft — 1— el. per plan PER SCHEDULE I \ 7 ' el.per plan ___ ___ 1 GUSSET ft THICKNESS (in.) FILLET WELD SIZE (in.) RIGID I ° I < STIFF. f .1/2'x6" /2 /8 • w.P. > w.P. PER 16/5-602 I I = T .. ' �� per 24/5-602 I I \ 1010. CTRD. ON GUSSET ft /8 '/6 t.o. ftg. ) 1 k el. ,� � � f �r ,.. perp Ian 1 �� ; � ,I �� I I I Iy �� I � S r`7 � � , ,� I I � ` ; I � I �� � � 1 1 � I ri�tii`r+r' � � 1 1 ii 23 REVIEWED FOR tCODc COPLIANCE APPROVED t APR 0 6 2015 5095 City of Tukwila BUILDING DIVISION ' 24 , .. "In II /- y.r.... .�.w .i 19 BASE ft, SHEAR --� r; )1 ii RODS PER 24/S-603 ... ... $ 30/5-603 U.O.N. NOTE: t = THICKNESS OF GUSSET ft. r; r; r; rfT sr r;KEYS$ANCHOR iiii 11 10_10 MI MI 1001 1100 ._• 10_10 * NOTE: REFER TO CONFIGURATION 0 * NOTE: REFER TO CONFIGURATION O FOR GALL -OUTS IN COMMON. FOR GALL -OUTS IN COMMON.{ 5096 22 3/4"(I) 1/2 t2- A325 -N ERECTION BOLTS • PER SCHEDULE IN HORIZ. SHORT -SLOTTED HOLESILS 1 1> BRACED FRAME BEAM TO COLUMN CONNFC77ON 5CHF_DULE 1/2' I 1 5/6 /, t1= GU55ET ft t 1 „ RADIUS = CAP ft WHERE COLUMN STOPS, 1 " 1 z BEAM SIZE PLATE THICKNESS PLATE DEPTH PLATE WIDTH WELD SIZE NO. OF ERECTION �• THICKNESS .2 - 1 + " GRIND SMOOTH � �� BEAM PER / ��\� / ,, / imil _ U.O.N. , �� (GR. 50) BOLTS 2 BF ELEVATION EXTEND KERF ft /2 PAST FAGS OF COLUMN W12 1/2' 7" 5" /8' 2 5/6 / / / WHERE BEAM DOES / / � \ ac. / / / / 0 o, 0 0 ; ; - ,� •— PLATE DEPTH PER SCHEDULE NOT OCCUR THIS SIDE \ / H55 BRACE PER / '1 ELEVATION 2W ` BEAM PER PLAN ' Size per / , \ / / `e \ / / '21N (6 MN.) 2, (6 MIN.) / FE `` HIGH LOAD CONN. PER V schedule PLATE PER \ / 1/2' (GR. 50) 5EC770N / / ft \ \ / EA. SIDE 12/5-502 WHERE OCCURS THIS SIDE (USE ft GRAPE AND THICKNESS PER SCHEDULE TH15 DETAIL) GRADE 50 SCHEDULE KERFED THRU COLUMN PLATE WIDTH 41 \ / �� / \` HOLE BY R E I D !WE `b ERECTION \ \ FABRICATOR (/6 MAX.) .� \ \ -,a b SMOOTH 4' PER SCHEDULE GU55ET ft PER SCHEDULE OF \\ 12/5-602 (CONFIGURATION VARIES) 1 509; GRIND ft 5092 PER 25AT TRANSITION J�< COLUMN BF ELEVATION ... , 5 4 3 2 C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions B PERMIT REVISIONS #2 1/19/2015 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title BRACED FRAME DETAILS S-602 Copyright © 2012 Perkins+Will c B A 5 4 3 2 5 4 3 2 1 D c B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION B PERMIT REVISIONS 1/19/2015 #2 F 12/5-505 A PERMIT REVISIONS 24'-0" NO ISSUE DATE q/5-505GL 83/4x28'/2 CAMBER = Y2' 1 �0� i",, _' 3s�'Ise Qtc, COL. PER PLAN 0 v A�`�1400 � ' ' (N.:..\\04,00:) 51 / \ Fy=1� 2110 A514 fkOD b 'F ,., 4) (Fy=100 KSI) COL. PER PLAN ■ CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AT MIDPOINT OF TENSION RODS TO PREVENT BENDING OR SAGGING. BRACING ti 18/5-505 SHALL REMAIN IN PLACE UNTIL ALL ROOF MATERIALS AND GREEN ROOF SUPPORTED BY THE TRUSS HAVE BEEN INSTALLED. NOTE: 1. TRUSS SHALL BE SHOP FABRICATED AND SHIPPED PRE -ASSEMBLED. 2. EXPOSED STEEL SHALL BE AE55 PER GENERAL STRUCTURAL NOTE #30. Truss Elevation 6700 6 7 Q („) BEAM PER 11-41.5" FOR GALL -OUTS IN COMMON SEE b.o. roof deck DETAIL 12/5-505 PLAN W/ GONN'S PER b.o. roof deck 12/5-504 $11/5-504 el. per plan '/4x6"X1'-2" PFR 15/5-504 q SLOPING,, COL. PER PLAN --- W P I@ 11.P.\ ®� ' 11 elevation per plan " = • BEARING __.. (GR.50) - DAP INTO ROOF SHEATHING $ SECTION .t END OF TOP CHORD DECKING PER PLAN TRUSS TOP CHORD PER ELEVATION_ -- I — I BEARING ft 1/2"x41/6"x01-11/2"in< (GR.50) -DAP INTO \ I SHIM GAP WINDOW PER ARCH1L BOTTOM OF TOP CHORD 3/e (4) 8'� BOLTS /8 12"oc I GAP W.P. 1 [-*- TOP CHORD i 3/8 > _ _ -- _ I W.P. cp � 1'-0" !8 \3/8)_ - 1 3/4"X31/2'XD'-8" �_-_ It -- _-_-� e _ (GR.50) EA. SIDE ___..e, ( �,- / d \ 5 44. - �' '�r� SECTION `_ � <grindsmooth i� 3/6 v _�` WL. PER ` I.KERF 11/2' (GR.50) NOTCHED AROUND PLAN 3 /8 - 0„ 14 P 1 --\ COL. PER PLAN TENSION ROD SEE Y4 D 0. ARGH'L FOR i / \ 5122 A (, . 3/4' I (6R.50) WN T X NOT -� _ 12 BOTTOM CHORD `J 5EGT/ON PER ELEVATION 1 14 1" 1 "4"(1) q CONN. x 8” LAG SCREWS DIM. TO GRID TOP CHORD ELEVATION @ 12"oc (MAX.) PER ELEVATION EQ. SPACED BTWN WEB MEMBERS • PER - it. %"X61/2' W.P. :. --.- (4)3/"� S" LAG �, �. "— ._ _.— W.P. rn rn ------- / -y rn r' 4" r' x X 1 SCREWS AT 4"/31/2"oc r, 4" , —I1 1" -rp - PREDRILL TO AVOID 1 1 7/,/ full depth o / / SPLITTING, TYP. ry ' �\ \ /i�� ` c p. j.p., grind \ t smooth 5/6 / yp WEB MEMBER \ \ PER ELEVATION �\ / f� \��/ BOTTOM CHORD`v,�'-'I►W° PER ELEVATION /M, <typ• 512 KERF 3/4' 9" '- '/4 > (GR.50) NOTCH I AROUND BOT. W.P. A 1 8 CHORD TENSION RODS (43) N <grind smooth 19 2021 '/4'N BEAM PER GLT DECKING PANELS x 1" SELF WOOD SCREWS ASSY 5K SCREWS EQUIVILANT) @ THREAD EMBEDDED INSTALL IN CENTER LAMINATION (( TAPPING (MY -TI -CON OR 12"x ONLY END. PANEL)3/6 PLAN q BEAM PER 22/5-505 316 0 V * I I I I H55 el. per arch'! el. per arch'! 3x3x14 @ 36"oc I I �� 4 3x3x14 x 0'-4" GAP FFOR Y2' VERT. - --- - EA. SIDE W/ 1/2"4 BOLT IN VERT. ORIENTED LONG SLOT HOLES (3)3/e'� V'0OD i i . ,• ; J 1 li� 1 I i ' I " ' ' DEFLECTION OF STRUCTURE 1 2 3 �� .11. PANEL TO PANEL CONN. PER 22/5-505 3 �, �, PANELS PER PLAN �_ PANEL PER PLAN ORIENTED YFRITGALLY EMBED /8 x6 XO -7 W/ (2)1/z'�x12" D2L's G3x5 @ 4"oc SELF TAPPING el. per arch'! el. per arch'! (OUTSIDE LAMINATIONS VERTICAL) SCREWS @ 1 /2 oc x 1-6 IN/ (4)3/6'4) x 31/2' SELF TAPPING WOOD SCREWS GONG. CURB - LOCATE 1'-0" FROM PER 24/5-302 EDGE OF PANEL EA. SIDE 5156 24 GLT DECKING PANEL PER PLAN FOR GALL -OUTS IN COMMON SEE DETAIL 24/5-504 5157 23 5155 2 2 25 PER ARGH'L II� COORD. LOCATION W/ ARCH'L/ MECH'L _-' • . �� • , .. .. \-2 • : • • • • : o N 1 , /2 W/ (40) /4 N x 3 /2 2 2 BEAM PER PLAN T.O. BEAM / WASHER %4'x4"x0'-4" 3/6 (2-12 <typ' Y4 ROOF SHEATHING DECKING PER PLAN CHANNEL PER 28/5-505 F EA. SIDE OF COLUMN M _ 15 IN KIPS (WORKING)-�_'MIEIEIIIIIB` - 15 IN KIPS (ULTIMATE) PLAN SELF -TAPPING WOOD SCREWS el. per arch'! wry„ HSS 10x4X EL. PER PLAN 1 COLUMN PER PLAN I i= ���� 5/6'x12"X1-0" W/ (4)3/8' LAG SCREWS (S"oc i= /2 GR36 THREADED ROD (STAINLESS STEEL) (MOVEMENT IN ANY VERTICAL PLANE) 1111 LOCATE PER ARCH'L ¢11; ,� 14" EA. WAY (EMBED SCREWS 3") 1 / > ,I I PLAN 3 sides 3/6 51-'3 2 7 4 SLIDING T per Tae supplier protect timber � ; < I Ld ANCHOR PER FAE SUPPLIER SHAPE FROM , RADIUS 21/2" \ 6x4x % // DOOR PER ARGH'L --' -fr-- G6x8.2 BOTH SIDES L- 5171 g from damageZo p� MAX. ALLOWABLE HOIST WEIGHT = 300# 14 REID /E3\ -, during field welding PLAN V =1.Ok (WORKING) = 5.Ok (ULTIMATE) 4 (LLV) el. per arch'! ROOF SHEATHING $ HEAD DECKING PER PLAN -_ NOTE: INIFAMIMME DOOR SUPPORT PER 28/5-505 5 "I 74 2 6 1 11/2" =1'-0' echanical Hoist Brack- 5163 el 0 SEE ARCH L FORbI3 ANCHOR QUANTITIES TO ASSUME FOR BIDDING Fall Arrest 5167A /3\ Anch �I 2 5 4 3 2 1 D c B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S1 1 1620-07 Drawn JZB Checked JAW Approved CGH Title A TRUSS ELEVATION DE 11 LS, 448 23 4U MISCELLANEOUS;� ///)," n FE - 2015 MIDDLETON, INC. Sheet S-505 Copyright © 2012 Perkins+Will C:\Revit Local\2014\Tukwila Library Structural_PJC.rvt D c B A 5 4 EMBED CONN. PER 1 q/5-302 NOTE: ALL EXPOSED STEEL AT BF - 1 SHALL BE AE55 PER GENERAL STRUCTURAL NOTE #30. 5 SF -1 4 Foundation EL.:2q6'-8" EMBED CONN. PER 1 W5-302 3 5F-2 3 Mezzanine EL.:301'-10" Foundation EL.:2q6-8" I 2 PLAN NOTES: Mezzanine EL.:301'-10" Foundation EL.:2q6-8" 1. SEE 6/5-603 FOR PROTECTED ZONE RESTRICTIONS. n 2 BP -4 LEGEND: Mezzanine EL.:301'-10" Foundation EL.:2q6-8" 1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION CONN. PER SCHEDULE OF 12/5-602 NUMBER OF 5HEAR STUDS PER 28/5-501 8 22/5-501 TOP OF STEEL BEAM ELEVATION ALL BEAMS DENOTED ON BRACED FRAME ELEVATIONS ARE "STRUTS" PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 1 0/1 0/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S1 11 620-07 Drawn JZB Checked JAW Approved CGH Title BRACED FRAME ELEVATI/_)ONSV17 2013 REID M IDDLETON, INC. l/f, Sheet S-601 Copyright © 2012 Perkins+Will w 0 co cV r) 0 0 0 0 U r7 'sY CO i D C B A PROVIDE INTERFACE WITH BUILDING MANAGEMENT SYSTEM FOR CONTROL OF EXTERIOR LIGHTING RELAYS LCF) -1 (ELECTRICAL ROOM 002) SWITCH RELAY CIRCUIT REMARKS: LOCATION R1 BH1-1 GARAGE LIGHTING ELECTRICAL ROOM R2 BH1-2 EXTERIOR ELECTRICAL ROOM R3 BL1-6 EXTERIOR LED (120V) ELECTRICAL ROOM R4 BL1-8 READING STACKS WEST LED (120V) WORK ROOM R5 BL1-10 READING STACKS WEST LED (120V) WORK ROOM R6 BL1-12 READING STACKS NW LED (120V) WORK ROOM R7 BL1-14 READING STACKS NW LED (120V) WORK ROOM R8 BL1-16 READING STACKS NW LED (120V) WORK ROOM R9 BL1-18 READING STACKS WEST LED (120V) WORK ROOM R10 BL1-20 READING STACKS CENTER LED (120V) WORK ROOM R11 BH1-4 UPPER CEILING SKY LTG VIA PC WORK ROOM R12 BH1-6 UPPER CEILING DIMMING VIA PC WORK ROOM R13 BL1-22 CHILDREN PENDANT LED (120V) WORK ROOM R14 BH1-8 UPPER CEILING METAL HALIDE VIA PC WORK ROOM R15 BH1-10 LOWER CEILING SOUTH WORK ROOM R16 BH1-10 LOWER CEILING SOUTH WORK ROOM R17 BL1-26 LOBBY WALL WASHERS (120V) WORK ROOM R18 BL1-24 CYBER NORTH PENDANT LED (120V) WORK ROOM R19 BH1-14 CHILDREN'S EAST WINDOW AREA WORK ROOM R20 BH1-14 CHILDREN'S AREA WORK ROOM R21 BH1-16 SILL MOUNTED SOUTH/EAST WORK ROOM R22 BH1-18 SILL MOUNTED WEST/NORTH WORK ROOM R23 BL1-21 NONFICTION STACK LTG (120V) WORK ROOM (WITH R15) R24 BL1-23 NONFICTION STACK LTG (120V) WORK ROOM (WITH R15) PROVIDE LIGHTING CONTROL VIA BUILDING MANAGEMENT SYSTEM. * PROVIDE SWITCH IN ROOM 002 FOR OVERRIDE OF EXTERIOR LIGHTING. LIGHTING CONTROL NOTES: 1. PROVIDE INTERFACE BETWEEN LIGHTING CONTROL RELAYS AND MECHANICAL CONTROL SYSTEM. COORDINATE WITH MECHANICAL CONTROL CONTRACTOR. 2. PROVIDE 120 VOLT CIRCUIT FOR CONTROL PANEL POWER (.) 3. NOT ALL SWITCHES SHOWN ON PLANS. PROVIDE PER SCHEDULE. 4. PROVIDE LABLE WITH ZONE DISCRIPTION FOR EVERY LOW VOLTAGE SWITCH. 5. PROVIDE SCHEDULE OF ALL RELAYS ON EACH LIGHTING RELAY PANEL. E06-00 LOW VOLTAGE LIGHTING CONTROL HANDHOLE POLE AS SPECIFIED OR SHOWN I -A GRADE DIMENSIONS TYPE M1,M2,M3,M4 A = 2" PLANTED AREA OR FLUSH ON CONCRETE WALK B = 8'-0" MIN, C = 16" DIA. F06-00 SCALE: NONE c` 1 . oe e • STUB CONDUIT TO 6" BELOW HANDHOLE WITH GROUND BUSHING ORNAMENTAL BOLT COVER. TIGHTLY SECURE COVER TO POLE & BASE PLATE. PROVIDE NO AIR SPACE BETWEEN COVER AND TOP OF GROUT. BOLT AND/OR SCREW COLOR SHALL MATCH POLE. NUT AND WASHER TO PLUMB POLE (TWO EACH PER ANCHOR BOLT) 1" X 1" CHAMFER 1TGHTLY PACKED GROUT UNDER POLE BASE TO INSURE FULL CONTACT WITH FOOTING (PROVIDE WEEP HOLE) EXPOSED PORTION OF CONCRETE BASE TO HAVE RUBBED SURFACE RACEWAY 24" BELOW FINAL GRADE OR AS NOTED ON DRAWINGS (QUANTITY AS REQUIRED) SONOTUBE FORM (REMOVE) ANCHOR BOLTS AS FURNISHED WITH POLE OR AS SPECIFIED USE AUGERED HOLE AS CONCRETE FORM BELOW SONOTUBE #3 REBAR TIES AT 3" O.C. ® TOP 2" #3 REBAR TIES AT 6" O.C. FOR REMAINDER 1#6 VERTICAL REBAR © EA. CORNER 3000 PSI CAST—IN—PLACE CONCRETE POLEBASE DETAIL FOR EXTERIOR FIXTURES 5 4 3 2 b B4-21(9 1 RECEIVED `"it' CITY OF TUKWILA 'IS' JUN 2 1 2013 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ELA Lighting Design and Consulting SPAKLING WORK TOGETHER I STAND APART' 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.spnrling. corn PERMIT SUBMITTAL 6/17/2013 Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn JAB Checked JDV Approved JDV Title LIGHTING CONTROL DETAILS/DIAGRAM rr +� AND Sheet VAL E06-00 Copyright © 2012 Perkins+Will c:\temp\161028 Tukwila_herzerh.rvt 5 COUNTERTOP PLYWOOD SUBSTRATE 1/2" FINISH FACE OF CABINET BOX TO MATCH FACE OF DRAWER OR CABINET CABINET PULL, WHERE OCCURS ARCH. COUNTERTOP EDGE DETAIL 5 4 3 1 2 PLASTIC LAMINATE BACKSPLASH, PL -2 PLASTIC LAMINATE COUNTERTOP, PL -2 / /// /// /// /// /7/ /// /// //'l, FINISH FLOOR FINISH INSIDE FACE OF CABINET, PL -1 BASE AS SCHEDULED CV OPEN COUNTER =1'-0" 1'-2" 0 0 0 0 0 0 0 0 1 0 4 0 0 0 0 11 0 J L 1 CEILING BLOCKING AS REQUIRED TO AFFIX FRONT PANEL FIXED PL -1 PANEL TO CEILING, ALIGN FACE WITH FACE OF DOOR (2) ADJUSTABLE SHELVES WHITE MELAMINE INTERIOR PLASTIC LAMINATE CABINET DOOR, PL -1 CV PULL PER SPECIFICATIONS UPPER CABINET 1 1/2" =1'-0" 2'-0" 7// 7// /7/ /// /// /// 0 0 0 0 0 0 0 0 0 0 0 PLASTIC LAMINATE COUNTERTOP, PL -2 16 A00-80 TYP. X11 PLASTIC LAMINATE, PL -1 PULL PER SPECIFICATIONS ADJUSTABLE SHELVING BASE AS SCHEDULED BASE CABINET- DRAWER & CABINET 1 1/2" =1'-0" 2 2'-0" w w w PLASTIC LAMINATE COUNTER AND BACKSPLASH, PL -2 PLASTIC LAMINATE, PL -1 DRAWER PULL PER SPECIFICATIONS BASE AS SCHEDULED CV BASE CABINET- 5 DRAWER 1 1/2" =1'-0" i 2'-0" /7/ 7/7 /7/ /7/ /7/ INSULATED AND JACKETED DRAIN PIPE i i REQUIRED ACCESSIBLE KNEE 6" MAX. !r CLEARANCE, KEEP CLEAR OF ANY _ _ _ _ OBSTRUCTION IN FRONT THIS DASHED UNE / z r- N i +/-1/4" UNDERCUT AT ATTACHED TOE FINISH FLOOR 21/2' PLASTIC LAMINATE BACKSPLASH, PL -2 SINK AND FAUCET AS SCHEDULED PER MECHANICAL PLASTIC LAMINATE COUNTERTOP, PL -2 TYP. TYP. FIXED PANEL, PL -1 CABINET PULL PER SPECIFICATIONS FINISH INSIDE FACE OF CABINET, PL -1 CABINET DOOR ON CONCEALED HINGES, PL -1 BASE AS SCHEDULED -1)B BASE CABINET WITH SINK 1 1 1/2" =1'-0" PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date V.\ KAY KORNOVICH STATE OF WASHINGTON Revisions F-VIEVVED FOR CODE COMPLIANCE APPROVED IPR 06 2015 City of Tukwila EUILC INN DIVISION A NO RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENT:. ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title CASEWORK DETAILS Sheet A00-80 Copyright © 2012 Perkins+Will CV C:\Users\USBG032251Documents1MPF-10450-KCLS Tukwila Branch - 2013 USBG03225.rvt D C B A 6 • ER C (VAV) (800) TYP-2 ER -C, 24x10 1 (125) (10 17.171717[7[7:177.7.17[17.:`[7:277.77:11-7.- . I; Iv i -1 TCHENETI E Y ALCOVE 1 106B 20 SF .... -- C ,1) 11 it 0- ' l I1 ..... SHEET NOTES: A. ABC NUMBERED NOTES: PROVIDE WINDOW CONTACT BUILT INTO THE WINDOW FRAME TO ALLOW FOR CONTROL BY THE BMS TO TURN OFF FCU'S AND RADIANT FLOOR VALVES WHEN OPERABLE WINDOWS ARE OPEN. ROUTE CONDENSATE TO NEAREST SINK AIR GAP. 1" HWS/R TAKE -OFFS FROM 2" MAINS TO ROUTE TO EACH RADIANT MANIFOLD. MOUNT T -STAT 60" AFF. PROVIDE WITH YOUNGS REGULATOR REMOTE ACTUATED BALANCING DAMPER. LD -A, 2' (50) TYP-4 SR -A, 6x6 VESTIBUL ........... ........... 100 117 SF 6"o COV]MUNITY ';,71/0, AIC 55: 6"o 6"o 1827 SF 10"o it 1i I � I 1 ;/ ....... _,.._ 1'11 CD -B, 8" \l .'l (125) TYP-2 fi ASSISTANCE POINTS 1.........103 145 SF CD -B, 4o (25) CD -B, 4o (35) 12x10 UP 10x10 UP 3" GLS/R UP N (800) TYP-2 SR -A, 10x6 (95) TYP-3 WOMEN TEEN LOUNGE 108 220 SF 12"1112" CD -B, 4,0 (25) SR -A, 10x10 250 (TYP-2) EG -B 250 (TYP-2) ST la// r r 12"X12" TOIL?) 111 I 11_ A OFL r- MEN L J 'II ,� ) 20 SF / i -1 c:. (50) 110 37 SF EN Ch-IIL.faRiS 'S ............................ 112 543 SF SRA-, 10x6 (130) TYP-7 rl T 16"x10" it _Ia HVAC FLOOR PLAN - LEVEL 01 3/16" =1'-0" 11- — 1. rl RECEIVED Y OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bWSP • FL C M- KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title HVAC FLOOR PLAN - LEVEL 01 S°JARATE PERMIT AND APPROVAL R U R E D Sheet 02-01 Copyright © 2012 Perkins+Will B A 5 1 4 t_J •4f J METAL PANEL, EP -1 AUTOMATIC DOOR OPENER AND/OR CONCEALED CLOSER, WHERE OCCURS ALUMINUM CLOSURE PANEL, EP -1 ALUMINUM FRAMED GLASS STOREFRONT DOOR f CALUM. DOOR HEAD AT DOOR OPERATOR 3" =11-0" IT GLAZING SYSTEM ALUMINUM FRAMED GLASS STOREFRONT DOOR O 1 • • II TERRA COTTA WALL ASSEMBLY (W-1) SEE A00-40 FOR DETAILS FLASHING PER DETAIL A5/A11-51 METAL CLOSURE PER TERRA COTTA MANUFACTURER GLAZING SYSTEM ALUMINUM FRAMED GLASS STOREFRONT DOOR ALUM. DOOR HEAD AT GLAZING (JAMB SIM.) ALUM. GLAZED HEAD AT FRAMED OPENING 3" =11-0" 3" =1'-0" ALUMINUM FRAMED GLASS STOREFRONT DOOR 7 ALUMINUM THRESHOLD • - d .. •• .• a • -4 '° •-- a s •d a. 4")4 - ra . • • d a EXTERIOR DOOR SILL 3" =1'-0" LEVEL 01 IL 296' - 8" l- tl 4 ALUMINUM FRAMED GLASS STOREFRONT DOOR GLAZING SYSTEM METAL CLOSURE PER TERRA COTTA MANUFACTURER FLASHING PER DETAIL A4/A11-51 j TERRA COTTA WALL ASSEMBLY (W-1) SEE A00-40 FOR DETAILS STEEL COLUMN, WHERE OCCURS ALUM. DOOR JAMB AT TERRA COTTA 3" =1'-0" 4 3 3 A► 2 1 DOOR SCHEDULE Level OPENING OPENING SIZE DOOR FRAME HDWR REMARKS RM NUM TAG RM NAME WIDTH HEIGHT TYPE MTL TYPE MTL FIN JAMB HEAD SILL LEVEL 01 100 100 LOBBY 6' - 0" 8' - 0" FG AL-1/GL-1 F2 AL -1 EP -1 B5/A00-50 (SIM) B5/A00-50 A5/A00-50 HW -1 EXIT DEVICE WITH PANIC HARDWARE LEVEL 01 105 105A COMMUNITY MOSAIC 3' - 0" 8' - 0" FG AL-1/GL-1 F2 AL -1 EP -1 B5/A00-50 (SIM) B5/A00-50 A5/A00-50 . HW -2 LEVEL 01 105 105B COMMUNITY MOSAIC 3' - 0" 8' - 0" FG AL-1/GL-1 F2 AL -1 EP -1 B5/A00-50 (SIM) B5/A00-50 A5/A00-50 HW -2 LEVEL 01 105 105C COMMUNITY MOSAIC 3' - 0" 8' - 0" FG AL -1 / GL -13 F2 AL -1 EP -1 B5/A00-50 (SIM) B5/A00-50 A5/A00-50 HW -2 EXIT DEVICE WITH PANIC HARDWARE LEVEL 01 105 105D COMMUNITY MOSAIC 3' - 0" 8' - 0" FG AL-1/GL-1 F2 AL -1 EP -1 B5/A00-50 (SIM) B5/A00-50 A5/A00-50 HW -2 EXIT DEVICE WITH PANIC HARDWARE LEVEL 01 106 106A MEETING ROOM 3' - 0" 8' - 0" FG AL-1/GL-1 F2 AL -1 EP -1 B5/A00-50 (SIM) B5/A00-50 A5/A00-50 HW -2 LEVEL 01 106B AL -1/ GL -13 CUSTOM STEEL STEEL P-5 A4, A5/A10-51 B5/A10-51 B5/A10-51 HW -3 SLIDING MALL FRONT DOORS, 4 EQ. PANELS, SEE PLAN DIMENSIONS FOR R.O. LEVEL 01 106C AL -1 / GL -13 CUSTOM STEEL STEEL P-5 A4, B4/A10-51 B5/A00-50 B5/A10-51 HW -3 SLIDING MALL FRONT DOORS, 4 EQ. PANELS, SEE PLAN DIMENSIONS FOR R.O. LEVEL 01 106 106D MEETING ROOM 3' - 0" 8' - 0" F WD -4 F2 WD -4 PAINT A4/A00-50 (SIM) A4/A00-50 N/A HW -4 PAINT GRADE WOOD DOOR AND TRIM - PAINT TO MATCH ADJACENT WALL, U.N.O., EXIT DEVICE WITH PANIC HARDWARE LEVEL 01 106C 106E STORAGE 5 - 6" 8' - 0" F WD -5 FRAMELESS WD -5 CLEAR N/A HW -10 LEVEL 01 107 107 STUDY 3' - 0" 8' - 0" F WD -4 F2 WD -4 PAINT A4/A00-50 (SIM) A4/A00-50 N/A HW -5 PAINT GRADE WOOD DOOR AND TRIM - PAINT TO MATCH ADJACENT WALL, U.N.O. LEVEL 01 113 113 MEN 3' - 0" 7' - 0" F WD -4 F2 WD -4 PAINT A4/A00-50 (SIM) A4/A00-50 N/A HW -5 PAINT GRADE WOOD DOOR AND TRIM - PAINT TO MATCH ADJACENT WALL, U.N.O. LEVEL 01 113A 113A JANITOR 3' - 0" 7' - 0" F HM -1 F2 HM -1 PAINT B2/A00-50 B2/A00-50 (SIM) N/A HW -6 PAINT DOOR AND FRAME TO MATCH ADJACENT TILE LEVEL 01 114 114 STAFF TOILET 3' - 0" 7 - 0" F HM -1 F2 HM -1 PAINT B2/A00-50 B2/A00-50 (SIM) N/A HW -7 PAINT GRADE WOOD DOOR AND TRIM - PAINT TO MATCH ADJACENT WALL LEVEL 01 115 115 WOMEN 3' - 0" 7' - 0" F WD -4 F2 1ND-4 PAINT A4/A00-50 (SIM) A4/A00-50 N/A HW -5 PAINT GRADE WOOD DOOR AND TRIM - PAINT TO MATCH ADJACENT WALL, U.N.O. LEVEL 01 100 117 LOBBY 3' - 0" 7' - 10" G WD -4/ GL -13 F2 WD -4 PAINT A4/A00-50 (SIM) A4/A00-50 N/A HW -8 PAINT GRADE WOOD DOOR AND TRIM - PAINT TO MATCH ADJACENT WALL, U.N.O. LEVEL 01 117 117A STAFF 3' - 6" 7' -10 3/4" FG AL -1/ GL -1 F2 AL -1 EP -1 A4/A00-50 (SIM) B4/A00-50 A5/A00-50 HW -9 LEVEL 01 118 118 STAFF OFFICE 3' - 0" 7' - 10" F WD -5 FRAMELESS N/A N/A B1/A00-50 N/A HW -3 SEE ELEVATION C2/A10-11 LEVEL 01:18 LEVEL 02 201 201 MECHANICAL 3' - 0" 7' - 0" F HM -1 F HM -1 PAINT B2/A00-50 B2/A00-50 (SIM) N/A HW -6 PAINT DOOR AND FRAME TO MATCH ADJACENT WALL FINISH LEVEL 02 202 202 ELECTRICAL 3' - 0" 7' - 0" F HM -1 F HM -1 PAINT B2/A00-50 B2/A00-50 (SIM) N/A HW -6 PAINT DOOR AND FRAME TO MATCH ADJACENT WALL FINISH LEVEL 02: 2 Grand total: 20 SEE DR SCHED 6" DOOR TYPE FG SEE DR SCHED DOOR TYPES DOOR TYPE F SEE DR SCHED SEE DR SCHED DOOR TYPE G STAI NLESS STEEL KICK PLATE, WHERE OCCURS, TYP. NOT TO SCALE 4" TYPICAL DASHED LINE INDICATES MANUEVERING CLERANCES REQUIRED AT SWING DOOR 2'-0" MIN SIDE APPROACH PULL SIDE — Z co Tp U 4" TYPICAL TYPICAL DOOR CLEARANCES 1'-6" 1 MIN SEE DR SCHED SEE DR SCHED FRAME TYPE F2 DOOR FRAME TYPES NOT TO SCALE 1'-0" I MIN ' L J FORWARD APPROACH PULL SIDE DASHED LINE INDICATES MANUEVERING CLERANCES REQUIRED AT SIMNG DOOR, 1.) NOT TO SCALE 32" MIN. CLEARANCE 3' - 5" 1' WHEN DOOR IN OPEN POSITION LDASHED LINE REPRESENTS DOOR IN CLOSED POSITION FIXED GLASS PANEL ft 2" WIDTH OF DOOR PANEL FIXED GLASS PANEL 1" DIAMETER PULL TYPICAL SLIDING DOOR DIAGRAM NOT TO SCALE 5/8" PARTITION TYPE 5/8" 1 1/4" FRAME ANCHORS 2 PER HEAD STEEL FRAME SILENCERS OR SMOKE SEAL, SEE HARDWARE SCHEDULE DOOR PER SCHEDULE 0 w J 0 w U 0 CO w TYP STEEL DOOR JAMB (HEAD SIM) 3"=11-0" 2 ACOUSTIC CEILING TILE 3/4' Ll BLOCKING AS REQUIRED CONTINUOUS SLIDING DOOR TRACK WITH FASCIA SLIDING DOOR HEAD 3"=11-0" 11/4" ACOUSTIC CEILING TILE GWB HEADER, P-2 DOOR PER SCHEDULE FIXED INTERIOR GLAZING BEYOND SEE RCP D C REVAE pFOR CODE COMPLIANCE APPROVED APR 0g 2015 City of Tukwila BUILDING DIVISION WOOD TRIM 1 MILLED WOOD FRAME AND STOP 7-74 PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/2014 / / ISSUE (T)/ / / / /li I/ E DR SC \ j// ji DOOR TYPE FG SEE DR SCHED DOOR TYPES DOOR TYPE F SEE DR SCHED SEE DR SCHED DOOR TYPE G STAI NLESS STEEL KICK PLATE, WHERE OCCURS, TYP. NOT TO SCALE 4" TYPICAL DASHED LINE INDICATES MANUEVERING CLERANCES REQUIRED AT SWING DOOR 2'-0" MIN SIDE APPROACH PULL SIDE — Z co Tp U 4" TYPICAL TYPICAL DOOR CLEARANCES 1'-6" 1 MIN SEE DR SCHED SEE DR SCHED FRAME TYPE F2 DOOR FRAME TYPES NOT TO SCALE 1'-0" I MIN ' L J FORWARD APPROACH PULL SIDE DASHED LINE INDICATES MANUEVERING CLERANCES REQUIRED AT SIMNG DOOR, 1.) NOT TO SCALE 32" MIN. CLEARANCE 3' - 5" 1' WHEN DOOR IN OPEN POSITION LDASHED LINE REPRESENTS DOOR IN CLOSED POSITION FIXED GLASS PANEL ft 2" WIDTH OF DOOR PANEL FIXED GLASS PANEL 1" DIAMETER PULL TYPICAL SLIDING DOOR DIAGRAM NOT TO SCALE 5/8" PARTITION TYPE 5/8" 1 1/4" FRAME ANCHORS 2 PER HEAD STEEL FRAME SILENCERS OR SMOKE SEAL, SEE HARDWARE SCHEDULE DOOR PER SCHEDULE 0 w J 0 w U 0 CO w TYP STEEL DOOR JAMB (HEAD SIM) 3"=11-0" 2 ACOUSTIC CEILING TILE 3/4' Ll BLOCKING AS REQUIRED CONTINUOUS SLIDING DOOR TRACK WITH FASCIA SLIDING DOOR HEAD 3"=11-0" 11/4" ACOUSTIC CEILING TILE GWB HEADER, P-2 DOOR PER SCHEDULE FIXED INTERIOR GLAZING BEYOND SEE RCP D C REVAE pFOR CODE COMPLIANCE APPROVED APR 0g 2015 City of Tukwila BUILDING DIVISION WOOD TRIM 1 MILLED WOOD FRAME AND STOP 7-74 PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title DOOR SCHEDULE AND DETAILS DOOR PER SCHEDlRECEIVED 1TY OF TUKWILA OCT 1.4 2014 PERMIT CENTER 1 WOOD DOOR HEAD, TYP (JAMB SIM.) 311=1'-011 Sheet A00-50 Copyright © 2012 Perkins+Will c:\temp\461028 Tukwila_herzerh.rvt 5 5 WALL SECTION AT STAFF WORK { D1 A11-51 C2 A11-51 B4 A11-20 A1� / g1 ZINC FASCIA, ZN-1 PERKI N S +WILL T.O. ROOF - :AST 320' - 3D/2" EXPOSED WOOD DECKING, WD -1 v C5 A00-50 ................. ALUMINUM COMPOSITE PANEL, EP -1 METAL FLASHING, EP -2 METAL NOSING, EP -2 TERRA COTTA RAINSCREEN, TC -1 LIGHT FIXTURE EQ 4 3 i i i i A11_51 A5 D4 \ A11-51 ALUMINUM DOOR, FINISH TO A00 -50J MATCH CURTAINWALL, EP -1 ENLARGED ELEVATION AT ENTRY r Al !k,11-51 STAINLESS STEEL BOOK DROP, OFOI ILL IN -GRADE LED ACCENT LIGHT FIXTURE ENLARGED PLAN AT ENTRY 1/2" = 1'-0" 2 PLAN DIMENSION / 1'-6" 5' - 6 3/4" 1'-81/4" 1'-31/2" R.O. CLERES- ORY 31?' -4" RECEIVED CITY OF TWCWILA OCT 1 0014 PERMIT CENTER LEVIb(3-ai 02 Ai 30.7' - 2" C LEVEL 01 -8" B A 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date VIKAY KORNOVICH STATE OF WASHINGTON Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS Sheet A 1 1 -2 0 Copyright© 2012 Perkins+Will ALTA / ACSM LAND TITLE SURVEY LIGHT POLE W/JBOX TREE WELL (TYP) SHEET2 POWER CABINET 4 +1y61h GC POWER MANHOLE ECO'IBLOCK r, I .\-I- „ r- „ 1 1 r- r♦ r, , SHEET2 LIGHT POLE W/JBOX POWER MANHOLE POWER VAULT TEL. JBOX 1 12" CONC. CULVERT IE=284.85' TEL. JBOX I�' ,'•• V .••• JBO LIGHT \ ) / /. +'s • DOLE LIGHT POL CEDAR MAPLE 28" { LIGHT POLE W/JBOX GAS VALVE XWALK SIGN SEWER �",STU B MAPLE 24" CEDAR 43 SCALE: 1"=30' POWER GROUND RODS LIGHT POLE W/JBOX SIGNAL PEDESTAL CONC WAL WATER VALVE POWER / MANHOLE LIGHT POL •44 W/JB0 FIR 18" /G WER RAMP A=117'42'23" R=12. =23. Ogre' B3 PI: 466+31.06 :. • • • • . • +x.11 / ji/ - 292- 3 SIDEWALK EASE<�E1V�' ----- - NO TRESSPASS w R� .N0.7409040347 SIGN LIGH1 POLE // W00 ��NCE W/J OX N8735'3 "W 175.81' TEL. -•- (R5• 1"1-1- POWER W TER M ER DEG1DL10 *32" POPLAR A=90'57'05" R=20.00' L=31.75' +19•yi% DECIDUOUS DECIDUOUS 17' S 31 "DECIDUOU N8 35'311V 84.78' 3X DECIDUOUS 8" SEE EXCEPTION NO. 13 REC.N0.4314481 REGARD' G EASEMENT &LEASE 0 DAMAGES FOR NATURAL LOW OF THE DRAINAGE CHANNEL STOP SIGN 6" CONIFER 28" 5"GSA EAEMENT REC.N0.940 12327 WO D'FENCE 1.5' E. /OF PROP. LINE POPLAR 45" )PLAR 32" POPLAR 3 A Z .-- A SCHOOL XING ;CB42 POWER MAN- HOLF 1 R/W PER 9510190955 _ POWER POLE C84' yq + /C RAMP CROSS 1'4/ SIGNAL POLE JBOXES(2) H/C RAO IGNAL BOXES 66 oo SIGF� POLE + LIGHT E J ''W/JB X a TEL. VAULT^' (EMPTY) H/C RAMPS STL?P/ BAR. * POWER; /Ii MA/IHOL /// % PQWERULT A TEL. WAT JBOX V SS POPLAR 48" FOUND 1/2" CABLE VAULT REBAR/CAP TEL. LS#22341 VAULT WATER METERS N8T35 3 1 "W 147. ? 2' 49 POWER - '' • IWT=== M MAN 0L•E__ _ POLE 601'27'24"W 30.00' _bPOWER c•I AULT 5'I SLOPE --EASE ENT tC.N0.741.U2 ,t1Z3 SPEED LI1 IGN *" SLOPE EASEMENT REC.N0.7406190 -C .'2g0. INK FENCE SIGN +° WATER METER 3' SLOPE EASEMENT ° N07406190221 CEDA(3 (18") FOUND 1/2" REBAR/CAP '40' -L-S#32S06 1 a N8T35'31' U' 96.20' +�'' WATER E - ¢; 1 " P,F2 • T,IRS v ; OUND FOUND CASED 3/8" 1 EBAR 0.1' COPPER NAIL /WPUNCH OF COR. DOWN 0.8' HELD FOR CENTERLINE 41ST AVE S B$XE 12.4' 15.8' ct DRNEWAY DRIVEWAY': SPEED LIMIT + '1" 12 JBOX , SIGN POWER .. (EMPTY) WATER METER TEL. JBOX INVERT 2 XGASS ETER- GATE TEL. MANHOLE LIGHT POLE W/JBOX LIGHT PO E I > CHAINLINK FENCE +�•,� a,� GAP L OVERHANG TEL. MANHOLE POW R VA LT EC BLACK BLANKET GHTS F05 . AINAGE PES Ff31v,,, SEPTIC OR ESSPOOL�' REC.N0.3702 88 (BENEFITS LO} K) EXISTING + ''° / BUILDING / / FOOTPRINT 1 /j FF=285.30' 1 AA r♦ ,A 1/ I` I I 1 1 I I` � •• • II LIGHT POLE W/J BOX WATER VAULT WATER METER VAU / CONER 32" �► , \ N$7'39'54 198.12' .� ( ®.- 7777-7R M ET� +, +ro ). AINLI�IK FENCE 1 1 +0 ---1-{ -- _*- BUILDING 777/7777/777777//77-7 E //�%%7'T//'�''-' BUILDING 13.0' S. OF PROP. LINE -288• BUILDING �--•- HEIGHT =16.5' I ` TEL RIS FIRE HYDRANT W/VALVE LIGHT' POLE W/JBOX TREE WELL (TYP) 10'ISLOPE EASEMENT REO.N0.2591475 SIGNAL (ONLY OVER LOT 12) JBOX EXISTING BUILDING I �f CHAINLINK FENCE 0.7 S. OF PROP. LINE ///i/7'7 / / / EXISTING • BUILDING /, FOOTPRINT FF=286.67' / 895±S.F. a. r//1 i/11� POWER POLE 8 STALLS PARKING EASEMENT GATE REC. N0 20020634b01446 1:0 AMENDED BY REC.NO. FOUND 20 0)730001699 TACK/WASHER10 STALLS `'ON -PLOP LINE, TREE WELL (TYP) LIGHT POLE W/JBOX SIGNAL BOX POVAULT VAULT 3 10' DRIVEWAY EASEMENT '1:NO� 3785994 & X61 10' SEWER. EASEMEI'e REC.N0.761 029008 FENCE 10. E. OF PROP. LINE RETAINING WALL ON PROP. LINE POWER VAULT LIGHT POLE W/JBOX E. LINE W. 28.6' SSMH17 8.61' +e CONC. WALL FOUND W/CHAINLINK FENCE LEAD/TACK,4 FOUND 1/2" REBAR/CAP LS#6012 BASKET BALL COURT 1.8' S. OF PROP. LINE LIGHT POLE W/JBOX POWER MANHOLE POWER VAULT TS SSMH12 SSMH13 S SIGNTOP POWER JBOX SIGNAL BOX POWER e GROUND ROD ▪ WIj.OW;. 7'....,,1:151:1;A/7.7.0.. 1f +5°< IGNAL I. • • G ° WILLOW •7,4EL POLE°S.' 4 • • NHOL•ES ••i�`�+Zn+�, CB N8735'31 "W 242.46'��MANHOL "+ POW: R PEDSTRIAN SIGN y CB4" 0368 " N STOPIIIP • fid • SIGN ►:�G SIGNAL BOX SIGNAL POLE AND SIGNAL BOX CBI CB (SOLUD) 288.01 6" AD5 SW=284.96' 8" ADS W=284.59' CB2 CB (SOLLID) 300.58 12" ADS N=296.58' 12" ADS 5=296.58' 1 CB3 CB (SOLLID)_301.11 CB (SOLUD) 1302.06 18' ADS N=296.91' 18' ADS 5=296.91' 12' Dl W=297.91' I CB4 CB5 CB (SOLUD) 304.04 UNABLE 70 OPEN I CRS CR (SOLLID) 304.24 12' ADS N=30092' 12" ADS 5E=300.92' 12" ADS W-300.93' 6' Pv0 W -300th' 6' PUC W -300.9I' CB7 CB (SOLUD) 1303.15 8' Dl NW=300.7' 12" ADS E=299.8' 8" Dl SW=299.85' CB8 CB (SOLLID) 1310.64 12" ADS 5=307.29' 8' PVC W=307.79' 8' DI S=307.39' 8' ADS NW=307.4' C69 CB (SOLLID) '305.90 18" ADS N=301.6' 12' ADS 5=302.25' 12" DI SW=30305' 1 CB10 CB (STD) 1290.92 FULL OF DIRT I CB11 CB (SID) 1288.08 8' Dl E=286.48' 1 CB12 CB (STD) 128716 1 CB13 CB (S7D) 1286.70 12" CMP 5=284.92' 8" CMP NE=285.1' 1 CBI4 CB (S7D) 1287.76 C815 C8 (STD) 1286.77 12' CMP N=284.98' 12' CMP S=284.94' CB16 CB (SID) :289.88 12" ADS N=286.48' 12" ADS S=286.48' I CB17 CB (57D) ' 287.95 12" ADS N=284.12' 12" ADS S=284.12' 8" ADS 5=284.25' 1 CB18 CB (570) 1285.33 24" ADS N=280.58' 24" ADS S=280.58' I CB19 CB (570) 1283.95 24" ADS N=279.3' 24' ADS 5=279.3' C520 CB (SID) 1288.91 12" ADS 5=286.56' 12' ADS W=286.56' C821 CB (570) 1289.15 12" ADS 5=286.18' CB22 CB (STD) 1 288.48 I CB23 CB (STD) ' 286.64 12" ADS SE=283.41' 12' ADS W=283.41' 6" PVC SW=284.12' I CB24 CB (STD) 1 287.01 12' ADS NW=282.09' 24" ADS N=282.09' 18' ADS SW=283.01' CB25 CB (570) 1293.91 12' ADS N=290.49' 12" ADS 5=290.49' I CB26 CB (S7D) 1 290.17 18" ADS N=286.39' 18" ADS S=286.42' 8" ADS W=286.47' CB27 CB (570) 1 292.14 18" ADS N=288.34' 18" ADS S=288.34' 12" ADS NW=288.44' CB28 CB (STD) 1 299.11 12" ADS N=295.66' 12' ADS S=295.66' t CB29 CB (SID) ; 297.02 12" ADS N=293.52' 12" ADS 5=293.52' 12" ADS E=293.62' I C830 CB (S7D) ' 301.93 8' CONC N=295.22' 8' CONC S=295.28' 8' CONC W=295.58' 1 C831 CB (SID) ' 298.34 18" ADS N=294.44' 18" ADS S=294.44' 12" ADS W=294.99' 1 C832 CB (SID) ! 294.27 18" ADS N=290.82' 18' ADS 5=290.82' 12' ADS SW=290.97' 1 CB33 CB (SID) 1 303.32 8' DI 55=301.02' 12" Dl NW=301.02' C534 CB (STD) 1 302.41 18" ADS N=299.06' 18" ADS 55=299.06' 12" ADS W=299.53' CB35 CB (570) 309.92 12' ADS N=30847' 12" ADS 5=306.47' 12" ADS W=306.47' I CB36 CB (SID) 30739 12" ADS N=304.01' 12' ADS 5=304.04' I CB37 CB (SID) 303.75 18" ADS N=300.52' 18" ADS 5=300.52' I CB38 CB (570) 308.86 12" ADS N=305.86' 12" ADS S=305.86' 1 CB39 C8 (570) 306.98 12" ADS N=303.78' 12' ADS S=303.78' 12" ADS 5=303.88' 1 CB4O C8 (57D) 304.98 12" ADS N=301.48' 12" ADS 5=301.58' C841 CB (SID) 302.28 12' ADS N=298.73' 12" ADS 5=298.73' C842 CB (SID) 291.06 8' PVC N=289.46' 12' CMP S=288.98' I CB43 CB (SI)) ; 288.32 12" CMP N=286.27' 12" CMP 5=286.27' I CB44 CB (570) I 287.98 12" DI S=28558' 12" CONC N=285.58' 12' CONC 5=285.48' I CB45 CB (570) 288.47 12' CONC 555=286.77 I CB46 CB (570) 1 288.93 12" Dl E=286.89' CB47 CB (570) 1 288.59 12" CMP W=285.04' 12" CONC NNW=28504' 18%405 SE=284.44' CB48 CB (570) 1 28757 12" CMP 5=285.62' 12' CMP W=285.62' 12' CONC N=285.62' t CB49 CB (S7D) ' I 287.80 18' CONC N=283.35' 18" CONC 5=283.25' I CB50 CB (57D) 28Z62 12" ADS N=285.84' 12" CONC 5=285.84' 1 C851 CB (S7D) 1 285.96 FULL OF DIRT I C852 CB (STD) I 284.99 8" CONC NW=282.19' 12' CONC W=281.89' 12" CONC E=281.81' 8' CONC S=2152.09' C853 CB (SID) I 291.04 12" CMP N=288.42' 12" CMP 5=288.42' CB54 CB (571)) 1_ 291.08 8" PVC 5=289.65' C855 CB (SID) 1 289.19 12' CMP E=286.41' 12' CMP W=286.49' 12" CMP NE=286.41' I CB56 CB (57D) 1285.33 8" CONC 5=283.08' I CB57 CB (SID) 1 296.97 12" ADS W=293.1' 1 CB58 SDMH 1 287.65 18' CONC N=282' 8' CONC 55=283.25' 18" CONC 5=281.9' I SSMH1` " S5MHt` -293.60- --8" CONC5=27838'_ _ 8' CONC N=278.27' I SSMH2 SSMH 1 287.70 8" CONC W=278.88' 8" CONC S=278.96' ' " - - - -7 - - _ - __ _ _ __ SSMH3 SSMH 1 291.73 8' CONC N=277.22' 8' CONC S=277.34' SSMH4 SSMH 1 288.66 8" CONC N=276.62' 8" CONC 5=276.69' 1 SSM15 SSMH 286.39 8' CONC N=279.19' 8' CONC S=279.44' 8' CONC W=279.24' 1 55M1/6 SSMH 1 289.37 8' CONC N=282.23' 8' CONC 5=282.29' 6" PVC W=283.67' SSMH7 SSMH I 294.67 8' CONC N=286.93' 8' CONC S=287.01' SSMH8 5SMH I 291.50 8" CONC N=283.95' 8" CONC S=284.03' SSMH9 SSMH 1 301.77 18" AD5 N=297.47' 18" D/ S=298.67' SSMHIO SSMH I 309.36 8" CONC N=301.36' 8' CONC S=301.44' 55M7111 SSMH 289.26 12" CLAY 5=279.04' 12' CLAY N=278.76' 12' CLAY W=279.04' SSMH12 SSMH 28Z57 8' PVC S=275.42' 8' PVC E=275.52' SSMll13 5541H I 288.41 8' PVC N=275.95' 8' PVC W=275.85' SSMH14 SSMH 1 294.03 12" CONC S=281.03' 15' CONC 5=280.93' 6" CONC W=281.66' S57WH15 55111 1 289.19 15' CONC W=280.64' 12' CLAY 5=280.53' 8" CONC S=281.29' 8" CONC N=280.64' 55M116 SSMH I 286.10 6" PVC 5=278.06' 8" PVC 5=277.98' f 55111117 5511H 288.43 8" PVC N=282.13' 12" CONC 5=281.96' 8" PVC 5=283' I JUN 2 1 2013 _PERMIT CENTER 7/9/12 C:\Revit Local\2014\Tukwi'a Library Structural_PJC.rvl D C B A 5 4 General Structural Notes 3 2 (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRANIN65.) CONCRETE: 20. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1105 AND AGI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'G = 3,000 P5I (4,000 P5I AT INTERIOR SLABS AND 4,500 P5I AT ALL CONCRETE EXPOSED TO WEATHER). MAXIMUM WATER -CEMENTITIOUS MATERIAL RATIO FOR INTERIOR SLABS SHALL BE BETWEEN 0.40 AND 0.44. ALL CONCRETE SHALL BE EXPOSURE GLASSES F0, 50, P0, AND CO PER AGI 318-08 TABLE 4.2.1 EXCEPT AS NOTED BELOW. ALL CONCRETE EXPOSED TO EARTH (FOUNDATIONS, ETC.): (F0, 50, P0, G1) ALL CONCRETE EXPOSED TO WEATHER: (F1, 50, P0, G1) CONCRETE MIXES SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED ABOVE. MIXES SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE AND SHALL INCLUDE THE AMOUNTS OF GEMENT, CEMENTITOUS MATERIAL, FINE AND COARSE A66RE&ATE, WATER AND ADMIXTURES, A5 WELL AS THE WATER -GEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH AGI 318-08, CHAPTER 5. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 21. REINFORCING STEEL SHALL BE DETAILED (INGLUDIN6 HOOKS AND BENDS) IN ACCORDANCE WITH AGI 315-11 AND 318-08. LAP ALL CONTINUOUS REINFORCEMENT (#5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS (#5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH AGI 318-08, GLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 12" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAY APPROVED BY THE STRUCTURAL ENGINEER. 22. CONCRETE PROTECTION (DOVER) FOR REINFORCING STEEL SHALL BE A5 FOLLOWS: FOOTIN65 AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH (1.e. WALLS BELOW GROUND) OR WEATHER (#6 BARS OR LAR6ER). . 2" (#5 BARS OR SMALLER). . 1 1/2" SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS 1/8") or . . 3/4" 23. NOT USED IN65 OR 24. CAST -IN-PLACE CONCRETE: SEE ARCHITECTURAL DRANIN65 FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWIN65 FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL 6ROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, DOLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. 25. BONDING AGENT SHALL BE "GONGRESIVE LIQUID LPL" BY GHEMREX, INC. OR EQUIVALENT, AND SHALL BE USED WHERE NEW CONCRETE I5 PLACED AGAINST PREVIOUSLY PLACED OR EXISTING CONCRETE. PLACE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, INGLUDIN6 PREPARATION OF EXISTING SURFACES. 26. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT I5 PLACED (6,000 P5I MINIMUM). STEEL: 21. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.5.G. SPECIFICATIONS AND CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65-ALLOWABLE STRESS AND PLASTIC DESI6N, OR LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRIDGES, ADOPTED MARCH 18, 2005. IN FU LI<CNCE TO SECTIONS 3.1.2 AND 4.4.1, THE CONTRACT DOCUMENTS (DESIGN DRAY1IN65) SHOW COMPLETE CONNECTION DETAILS FOR ALL MEMBERS EXCEPT THOSE NOTED TO BE DESIGN -BUILD ITEMS. ALTERNATE CONNECTION DETAILS REQUESTED BY THE FABRICATOR SHALL BE SUBMIIIIV TO THE EN6INER OF RECORD FOR APPROVAL VIA A REQUEST FOR INFORMATION (RFI) PRIOR TO COMPLETION OF SHOP DRAWIN65. IN REFERENCE TO SECTION 3.1.6, FABRICATOR SHALL ALSO REVIEW PROJECT SPECIFICATIONS AND ARCHITECTURAL DRAWIN65 TO DETERMINE PAINTIN6 AND GALVANIZING REQUIREMENTS. MEMBERS EMBEDDED IN CONCRETE, MASONRY OR TO RECEIVE SPRAY -ON FIREPROOFING SHALL NOT BE PAINTED. PO NOT PAINT OR GALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND GALVANIZING IN FIELD PRIOR TO WELDING. IN RICE TO SECTION 3.3, IN THE EVENT OF DISCREPANCIES BETWEEN DESIGN DRAWINGS AND SPECIFICATIONS, THE DESIGN DRAW1INGS GOVERN. IN REFERENCE TO SECTION 4.1, THE FABRICATOR SHALL NOT ASSUME BID PACKAGES CONSTITUTE RELEASING THE DRAWINGS FOR CONSTRUCTION WITHOUT EXPLICIT DIRECTION TO DO 50 BY THE OWNER. 3. SPECIFICATION FOR STRUCTURAL JOINTS USIN6 ASTM A325 OR A410 BOLTS. CONTRACTOR SHALL ALSO COMPLY WITH OSHA REGULATION 21 GFR PART 1126 SUBPART R - STEEL ERECTION, PUBLISHED JANUARY 18, 2001. MISCELLANEOUS PLATES FOR GUYING GABLE ATTACHMENTS, TEMPORARY JOIST BRACING, ETC. SHALL BE ADDED A5 REQUIRED. CONTRACTOR SHALL EVALUATE COLUMNS AND PROVIDE ADEQUATE BASE PLATE SHIMS, GUYS, OR TEMPORARY BRACING AS REQUIRED PER SECTION 1126.155. CONTRACTOR SHALL EUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFKdAL IN ACCORDANCE VVJTH IBC SGGT10N 1104.22 WERE AN APPRO/AED FAERKATION HAS PERFORMED THE WORK WITHOUT SPECIAL INSPECTION PEZ IBG SECTION 1104.2.2. 28. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWIN6 REQUIREMENTS: / \ TYPE OF MEMBER ASTM SPECIFICATION A. B. G. D. E. F. 6. H. WIDE FLAN6E AND WT SHAPES PLATES, AN6LES, CHANNELS, AND RODS PLATES (NOTED GRADE 50 ON DRAWINGS) PIPE MEMBERS STRUCTURAL TUBING (H55 - SQUARE OR RECTANGULAR) ANCHOR BOLTS OR ANCHOR RODS CONNECTION BOLTS THREADED RODS FOR EPDXY GROUTED CONNECTIONS SPECIAL SHAPES (NOTED &RADE 36 ON DRAWINGS) A112 50 KSI A36 36 K5I A512 50 KSI A53 (TYPE E OR 5, GRADE B) 35 K5I A500 (&RADE B) 46 KSI F1554 (6RADE 36) 36 K5I A325 -N A36 OR A301(6R. G), F1554 36 K5I A36 36 K5I 21. DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE AISC. CODE OF STANDARD PRACTICE FOR 5TFF1 BUILPIN65 AND BRID6E5, SECTION 6.4 AND ASTM SPECIFICATION A6. UNLESS SPECIFICALLY ALLOYED BY THE EN6INLEX, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE ROTARY STRAIGHTENING PROCESS. 30. ARCHITECTURALLY EXPOSED STRUCTURAL STEL SHALL CONFORM TO SECTION 10 OF THE A.I.S.G. CODE OF STANDARD PRACTICE FOR STEL BUILDIN65 AND BRID6E5, ADOPTED MARCH 18, 2005. ANY STEEL THAT I5 TO BE EXPOSED TO VIEW UPON COMPLETION OF THE PROJECT SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED. SE SPECIFICATIONS FOR SPECIFIC FABRICATION AND ERECTION REQUIREMENTS FOR ARCHITECTURALLY EXPOSED STRUCTURAL STEL. 5 4 31. BOLTS IN CONNECTIONS NOT SPECIFIED A5 SLIP -CRITICAL NEED ONLY BE TIGHTENED TO THE 5NU6 TIGHT CONDITION. THE 5NU6 TIGHT CONDITION I5 DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. IF A SLOTTED HOLE OCCURS IN AN OUTER PLY, A FLAT HARDENED WASHER OR COMMON PLATE WASHER SHALL BE INSTALLED OVER THE SLOT. ALL SLIP -CRITICAL CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDICATING TYPES (SUCH AS BETHLEHEM INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, ETC.), AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONNECTED PLIES SHALL BE PREPARED TO MEET THE REQUIREMENTS FOR GLASS A FAYIN& SURFACES. 32. HOLE SIZES IN STEEL MEMBERS FOR CONNECTIONS TO CONCRETE OR MASONRY SHALL BE AS FOLLOWS UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS: ANCHOR TYPE CAST-IN-PLAGE ANCHOR BOLTS EXPANSION BOLTS EPDXY GROUTED BOLTS MAXIMUM HOLE DIA. OVER NOMINAL BOLT DIA. OTHER THAN COL. BASE PLATES COL. BASE PLATES 1/16" * TABLE 14-2 OF AISG STEEL CONSTR. MANUAL, 14TH ED. 1/16" * 5/16" 1/8" * 5/16" * U5E OF LARGER HOLES WOULD REQUIRE THE USE OF WELLED PLATE WASHERS AND WOULD REQUIRE PRIOR APPROVAL BY THE STRUCTURAL ENGINEER. HARDENED OR COMMON PLATE WASHERS ARE REQUIRED BELOW ALL NUTS WHERE OVERSIZED HOLES ARE USED AND SHALL BE SIZED TO COVER ENTIRE HOLE. MINIMUM WASHER SIZES FOR COLUMN BASE PLATES SHALL BE IN ACCORDANCE WITH TABLE 14-2 OF THE AISG STEEL CONSTRUCTION MANUAL, 13TH EDITION. 33. ALL WELDIN6 SHALL BE IN CONFORMANCE WITH A.I.5.G. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W. A.B.O. CERTIFIED YELPERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.5.) SHALL BE USED. DO NOT PAINT OR 6ALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND 6ALVANIZIN6 IN FIELD PRIOR TO YELDIN6. WELDIN6 OF GRADE 60 REINFORGIN6 BARS (IF REQUIRED) SHALL BE PERFORMED USIN6 LOW HYDROGEN ELECTRODES. WELDING WITHIN 4" OF GOLD BENDS IN REINFORCING STEEL I5 NOT PERMITTED. SEE REINFORCEMENT NOTE FOR MATERIAL REQUIREMENTS OF HELPED BARS. THE WELD SYMBOLS SHOWN ON THE DRAWINGS ARE INTENDED ONLY TO AID THE CONTRACTOR IN THE DETERMINATION OF FIELD VERSUS SHOP WELDING. THE CONTRACTOR SHALL WORK WITH THE FABRICATOR AND ERECTOR TO COORDINATE THE FINAL DETERMINATION OF FIELD VERSUS SHOP WELDS TO ACCOMMODATE THE CONSTRUCTION SEQUENGIN6 OF THE PROJECT. ALL WELDS SHALL BE MADE WITH A FILLER WELD METAL THAT HAS A MINIMUM GHARPY V -NOTCH TOUGHNESS OF 20 FT. -LBS. AT 0 DE6RCC5 F, A5 DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. PROPOSED FILLER MATERIAL FOR BOTH SHOP AND FIELD WELDS SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. 34. METAL FLOOR AND ROOF DECKING: PROVIDE SIZE, TYPE, GAGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE A5 SHOWN ON THE DRAWIN65. ALTERNATES MUST BE CONNECTED AGGORDIN6 TO PUBLISHED ICG -E5 CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. SUBMIT DECK INFORMATION TO ARCHITECT AND ENGINEER PRIOR TO BE6INNIN6 SHOP DRAWIN65. 35. GOLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE DRAWIN65. NOTATIONS ON THE DRAWINGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, MIR TO CATALOG NUMBERS OF THE "STEEL STUD MANUFACTURER'S ASSOCIATION" STANDARD SPECIFICATIONS, AND ICG -E5 REPORT N0. 4143. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINER PRIOR TO FABRICATION. ALL GOLD -FORMED STEEL FRAMING SHALL ALSO CONFORM TO THE A.I.5.I. "SPECIFICATION FOR THE DESI6N OF GOLD -FORMED STEEL STRUCTURAL MEMBERS." SEE 30/5-101 FOR METAL FRAMIN6 NOTES. 36. HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL TO CONCRETE AND THREADED STUDS (CPL'S OR GFL'5) FOR CONNECTION OF STRUCTURAL STEEL TO OTHER ELEMENTS SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTM A108 &R. 1010 THROUGH 1020 (TYPE 2, Fu = 60 KS1 MIN.). HEADED STUDS SHALL BE WELDED IN CONFORMANCE WITH THE REQUIREMENTS OF A.W.5 CHAPTER 1. UNLESS OTHERWISE NOTED, STUDS SHALL BE WELDED BY THE AUTOMATIC MACHINE WELDING PROCESS IN CONFORMANCE WITH A.W.5. REQUIREMENTS. STUD TYPES SHALL BE MANUFACTURED BY NELSON STUD WELDING, INC. OR EQUIVALENT. HEADED STUDS SHALL BE TYPE 53L 5HEAR CONNECTORS, THREADED STUDS SHALL BE TYPE CPL PARTIALLY THREADED STUDS OR TYPE CFL FULLY THREADED STUDS. 31. DEFORMED BAR ANCHORS (D2L's) SHALL BE TYPE D2L ANCHORS BY NELSON STUD NELDIN6, INC., OR EQUIVALENT. ANCHORS SHALL BE MADE FROM GOLD ROLLED, DEFORMED STEEL GONFORMIN6 TO ASTM A-416. AT NON-BRACED/MOMENT FRAME AND NON -STRUT CONNECTIONS, A106 &RADE 60 REINFORCING BARS OF AN EQUAL DIAMETER AND LENGTH OF THE SPECIFIED D2L's MAY BE USED PROVIDED THEY ARE HELPED TO THE SUPPORTING STEEL IN ACCORDANCE WITH THE TABLE BELOW: BAR SIZE #4 #5 #6 ALL-AROUND FILLET WELD SIZE 5/16" 3/8" 1/16" 38. THERMAL BREAK MATERIAL SHOWN ON THE DRANIN65 SHALL CONSIST OF ONE OF THE FOLLOWING: THERMAL INSULATION MATERIAL MANUFACTURED BY FABREEKA INTERNATIONAL, INC. OR THERMAL PLATE MANUFACTURED BY INSULA LIMITED. THERMAL BREAK MATERIAL SHALL BE SUPPLIED AND INSTALLED WITH ALL ACCESSORIES NEEDED TO ISOLATE DIRECT CONTACT BETWEEN STEL MEMBERS ON BOTH 5IDES OF THE THERMAL BREAK MATERIAL, INGLUDIN6 THERMAL BUSHINGS AND WASHERS. 3 31. FRAMING LUMBER SHALL BE KILN DRIED OR MG -11, AND &RAPED AND MARKED IN CONFORMANCE WITH W.G.L.B. STANDARD 6RADIN6 RULES FOR WEST COAST LUMBER NO. 11. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: 5TUD5, PLATES, LEDGERS 4 MISCELLANEOUS LIGHT FRAMING: DOUGLAS FIR NO. 3 OR STUD &RADE MINIMUM BASIC DESIGN STRESS, Fb = 525 P5I, E = 1400 KSI FG = 115 PSI, Ft = 325 P5I 40. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND A.I.T. G. STANDARDS IN AGGORDANE NITH IBG SECTION 2303.1.3. EACH MEMBER SHALL BEAR AN A.I.T.G. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T. G. CERTIFICATE OF CONFORMANCE. MEMBERS SHALL NOT BE CAMBERED UNLESS OTHERWISE NOTED. SIMPLE SPAN BEAMS: DOU6LAS FIR COMBINATION 24F -V4 Fb = 2400 P5I, FY = 265 PSI, E = 1800 K5I CONTINUOUS OR CANTILEVERED BEAMS: TRUSS CHORD DOUGLAS FIR COMBINATION 24F -V8 Fb = 2400 PSI, FY = 265 P5I, E = 1800 K5I GLUED LAMINATED MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATED WITH A NON -CORROSIVE, APPROVED PRESERVATIVE. 41 GROSS LAMINATED TIMBER (CLT) SHALL BE IN ACCORDANCE WITH ANSI/APA PRG 320-2012 "STANDARD FOR PERFORMANCE -RATED GR055-LAMINATED TIMBER". EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. DECKING LAMINATIONS SHALL CONSIST OF "V2" LAYUP CONFIGURATION WITH THE EXCEPTION OF THE EXPOSED BOTTOM LAMINATION THAT SHALL BE DOUGLAS FIR PER SPECIFICATIONS. PANELS SHALL BE INSTALLED AS DOUBLE OR TRIPLE SPANS U.O.N. PANELS SHALL BE 3.1 INCHES FINISHED DEPTH AND MEET THE MINIMUM FOLLOWING PROPERTIES: MAJOR STRENGTH DIRECTION Fb,Seff,0 = 2,000 LBF-FT/FT Eleff,0 = 10x106 LBF -IN 2 /FT 6Aeff,O = 0.42x106 LBF/FT MINOR STRENGTH DIRECTION Fb,Seff,O = 164 LBF-FT/FT EIef • = 3.2x10 6 BF -IN 2 /FT 6 - 0 = 0.51x10 6 LBF/FT 42. NAILIN6: MINIMUM NAIL DIAMETER AND LENGTH SHALL BE AS FOLLOWS: NAIL SIZE ON DRAWINGS DIAMETER AND LEN6TH SHEATHIN6 NAILS 8d 0.131"x2 1/4" 43. SCREWS USED WITH GR055 LAMINATED TIMBER (CLT) SPECIFIED ON THE DRAWINGS SHALL BE A55Y 3.0 WOOD SCREWS A5 MANUFACTURED BY SCHRAUBENNERK GAISBAGH GMBH (5N6) AND INSTA11FP IN ACCORDANCE WITH IGC -ES REPORT N0. 3111 AND MANUFACTURES INSTRUCTIONS. PROVIDE THE COUNTERSUNK HEAD TYPE WITH MILLIN6 POCKET. 2 bidats 1 EWIJEWE FEB i2 2015 PEID MIDDLETON, INC. D c B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title GENERAL STRUCTURAL rt4__ R-170/JAN 23 r)rin ,' inr F T OP IRC l Sheet S-102 Copyright © 2012 Perkins+Will c:\temp\161028 Tukwiia_herzerh.rvt • /////////////////t { TERRA COTTA CORNER, TYP. 3" =1-0" /04 111 44 44 • JAMB AT TERRA COTTA, TYP. MITRED CORNER PROFILE TERRA COTTA WALL ASSEMBLY, W-1 VERTICAL ALUMINUM PROFILE SPRING PROFILE, TYP. TERRA COTTA CLIP, TYP. ALUMINUM CLEAT, TYP. THERMAL SPACER L JOINT PROFILE HORIZONTAL SUNSHADE, WHERE OCCURS TERRA COTTA WALL ASSEMBLY (W-1), SEE A00-40 FOR ASSEMBLY DETAILS FLASHING PER DETAIL A4/A11-51 CURTAIN WALL GLAZING SYSTEM, CW -1 INTERIOR PARTITION, WHERE OCCURS - TYPE PER PLAN 3" =1'-0" 1' - 8" PLAN DIM. [wq 110 • r`. 4, /� ����''\�k JAMB AT TERRA COTTA AND SPANDREL _°_/ 3" " = -1-0 9" MIN. LIQUID FLASHING TERRA COTTA WALL ASSEMBLY, SEE W -1A FLASHING PER DETAIL A4/A11-51 CURTAIN WALL SYSTEM, CW -1 VAPOR BARRIER SEALANT AND BACKER ROD APPLIED INTERIOR WALL FINISH - WHERE OCCURS WEATHER RESISTANT BARRIER ENGINEERED TRANSITION ASSEMBLY SET IN SILICONE SEALANT OVER LIQUID FLASHING 7 ()))))))L 1- \ ))))))l- \ / LIQUID FLASHING APPLIED CONTINUOUS TO FACE OF ROUGH OPENING SHIM AS REQUIRED BACKER ROD AND SEALANT ALUMINUM MULLION EXTRUSION 3 ////// ////////7 - C� PLAN AT BOOK DROP ' = 3 -1-0, " SHEET METAL THROUGH -WALL BOOK DROP WITH EXTENSION ACCESSORY SEALANT AND BACKER ROD SEE WALL SECTION FOR ASSEMBLY TYPE SHEET METAL FLASHING METAL J -TRIM SEALANT AND BACKER ROD 1/2" x 2" WOOD TRIM, PAINT TO MATCH WALL 1/2" x 2" WOOD TRIM ABOVE, PAINT TO MATCH WALL WALL PROTECTION, FRP-1 y////////////////////////////- 3 f • MITRED CORNER PROFILE, TYP. TERRA COTTA WALL ASSEMBLY, W -1A THERMAL SPACER TERRA COTTA CLIP, TYP. ALUMINUM CLEAT, TYP. VERTICAL ALUMINUM PROFILE SPRING PROFILE, TYP. ALUMINUM GLAZING SYSTEM ALUMINUM FRAMED GLASS STOREFRONT DOOR TERRA COTTA RAINSCREEN, 2 SIDED FLASHING PER DETAIL A4/A11-51 R-1 1 ISI 1 IIII SII II 1 11 Hill- � II I� �I 11 II II II�� �� IIII ..�, 2 iil 111111 (R-2) i I I 11111111111111111111111111111111111111111111111 HEAD AT CLERESTORY LIQUID FLASHING SEALANT AND BACKER ROD SEE A00-40 FOR ASSEMBLY DETAILS A EXTRUDED RETAINING CLEAT, SET IN MODIFIED ASPHALT CEMENT ZINC FASCIA T.O. ROOF - EAST 320' - 31 /2" BLOCKING AS REQUIRED w TEMPORARY ROOF/VAPOR BARRIER TO WRAP VERTICAL FACE OF CLT WD -1 TRIM, PLANED TO MATCH CLT DECK IN QUALITY AND FINISH COMPENSATION CHANNEL TO ALLOW FOR DEFLECTION SIDEWALL SPRINKLER HEAD WITH ESCUTCHEON TO MATCH EP -1, WHERE OCCURS ALUMINUM CLOSURE PANEL WITH CONCEALED FASTENERS GLAZED ALUMINUM CURTAINWALL, EP -1 STEEL BEAM, P-5 3" = 1'-0" GYPSUM BOARD SOFFIT ENCLOSURE @ SIM. 3" =1'-0" PLAN DIM. 1'-101/2" 1 1/4" ' T I 4414 ij r titk JAMB AT TERRA COTTA AND SPANDREL, SOUTH 11 = " 31-0 FACE OF GLASS L 9" MIN. LIQUID FLASHING f% rr EXTERIOR FACE OF FINISH WEATHER RESISTANT BARRIER ENGINEERED TRANSITION ASSEMBLY SET IN SILICONE SEALANT \ / 3/8" LIQUID FLASHING APPLIED CONTINUOUS TO FACE OF ROUGH OPENING SHIM AS REQUIRED BACKER ROD AND SEALANT ALUMINUM MULLION EXTRUSION COSMETIC SEALANT ik GLAZING FLASHING AT FLUSH CONDITION GLAZING FLASHING AT PARALLEL CONDITION 6" = 1-0," ` f" 6" =1'-0" 4 3 PAINTED PLYWOOD (NONE @ SIM) STEEL PER STRUCTURAL, HSS OR WIDE FLANGE BEAM ALIGN 3111 IM) -411) -4) i / / //� _f // i,- - / f..,//'/,."' GLAZED ALUMINUM CURTAINWALL, EP -1 SILL a_CLERESTORY 312'-4" — SEE WALL SECTION FOR ROOF ASSEMBLY TYPE , • 1■■■■■■■■■■■■■■■■■■■■■■■r■■•■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ *■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ammill ■ illI ENNI •UIIRlU•UU•• UUIU•U ::::::: U•N•I:::::C:: D C METER PER SCL REQUIREMENTS LCP1 LIGHTING CONTROL PANEL VERIFY BREAKER SIZE REQUIRED FOR TVSS WITH MANUFACTURER PANEL L1 120/208V 3 PH, 4W 50 AMPS PANEL M1 120/208V 3 PH, 4W PANEL PANEL N1 N2 120/208V 120/208V 3 PH, 4W 3 PH, 4W 600/3 DISTRIBUTION PANEL 'MDB' 208/120 VOLTS, 3 PHASE, 4 WMRE 600 AMP SERVICE ENTRANCE RATED, 42KAIC SPACE SPACE 100/3 100/3 MAIN ELECTRICAL MEZZANINE METER CONTROL WIRES AND RACEWAY PER SCL STANDARDS C.T. ENCLOSURE PER SCL STANDARDS PROVIDE GROUNDING TO 2 STRUCTURAL STEEL, COLD WATER PIPING AND GROUND RODS CHASE FOR FLOOR BOX POWER AND DATA MAIN LEVEL B UTILITY PAD MOUNTED TRANSFORMER A PROVIDE VAULT WITH LID PER SCL STANDARDS POWER ONE -LINE DIAGRAM FLAG NOTES: PROVIDE SERVICE ENTRANCE RATED EQUIPMENT. PROVIDE CODE SERVICE GROUND. PROVIDE CODE BONDING OF BUILDING GAS AND WATER PIPING TO THE SERVICE GROUND. PROVIDE BONDING TO STRUCTURAL STEEL PROVIDE (2) 2" CONDUITS FROM PANEL TO LIGHTING CONTROL PANEL FOR CONTROLS RECEIVED ,4) CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library D 14346 Tukwila International Boulevard Tukwila, WA 98168 C B King County Library System ELA Lighting Design and Consulting SPAKLING WORK TOGETHER I STAND APART' 4100 194th Street SW, Suit 400 Lynnwood, Washington 980364613 206-667-0555 800-667-0610 zvww.sparlirg.com PERMIT SUBMITTAL 6/17/2013 Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn JAB Checked JDV Approved JDV Title POWER ONE -LINE DIAGRAM Sheet O7OO Copyright © 2012 Perkins+Will 'O/LU/LU 16 11 :u5:4t) P M c:ltemp1161028 Tukwila herzerh.rvt D B A I� T.O. ROOF - EAST 320' - 71 /2" co, CB) B5 A11-10 A5 A11-10 11111 111 11111111111111111111111 11111111111111111111111 111111111111111 111111111111111111 111111111111111111111111 1111111111 /\ • \ \ / • n / • 111111I(Illllllll III (I 15 1 1 1 1 1 1 (5 1 1 1 1 1 1 1 1 1 1 I 1 t I 111111 1 1 I I I I 1 1 1 1 1, 1111 1 1 11III 11111 III 1111111 111 0-4 LONGITUDINAL BUILDING SECTION LOOKING EAST A11-10 SILL " CLERESTOR\ 312'-8" LEVEL 01 297' - 0" 0 1 LI 111 1 (I I II 1 1 I I If 15 1. 1 1 T.O. RO- T 320OF' 71EAS/2" SILL @ CLERESTORY 312 - 8" T.O. ROOF - WEST T.O. ROOF - WEST 314'-4" 314'-4" MECHANICAL f 201 LEVEL 02 STAFF 307' - 6" \� CHILDREN'S TRANSVERSE BUILDING SECTION LOOKING SOUTH 1/8" =1'-0" 1 T.O. ROOF - EAST 320' - 7 1/2" SILL • CLERESTIRY IF 312' - 8" r4; OUTDOOR TERRACE A LEVEL 01 IF 297'-0" C ED) 1 11411111 MINN \ \ EE 1NG \ / \IM / \ / \ / ■ TRANSVERSE BUILDING SECTION LOOKING SOUTH 1/8" =1'-0" 5 1 4 1'-4" Rif T.O. ROOF - WEST 314' - 4" TUKWILA INT SIDEWALK BLVD 1 3 0) N Q) 1'-4" LEVEL 02 307' - 6" LEVEL 01 297' - 0" — VESTIBULE -- • • j / TRANSVERSE BUILDING SECTION LOOKING NORTH N In T.O. ROOF - EAST 320' - 71 /2" SILL @ CLERESTORY 312 - 8" LEVEL 02 307' - 6" LEVEL 01 297' - 0" SIDEWALK T.O. ROOF - WEST 314'-4" T.O. ROOF - EAST 320' - 71 /2" SILL @ CLERESTORY 312-8" LEVEL 01 297' - 0" D c B III 1 11111 11111[ 1111111111111 PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswifl.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER FN -6 1 ISSUE Sheet Information Date 6/17/2013 DATE Job Number TRANSVERSE BUILDING SECTION LOOKING NORTH 2 Checked Approved 161028.000 HH RB KK Title BUILDING SECTIONS (6•402t Copyright 0 2012 Perkins+Will 6/20/2013 11:01:44 PM c:\temp\161028 Tukwila_herzerh.rvt D C B A 5 5 PLAN LINE OF STRUCTURE CONT ACOUSTICAL SEALANT, \ 4 CUT STUDS 1/2" SHORT OF TOP RUNNER TO ALLOW FOR DEFLECTION, DO NOT FASTEN GYP BD TO RUNNER METAL STUD (MUST BE GALVANIZED AT PLUMBING CHASE) 5/8" (12" WMDTH) GYP BD CROSS BRACING 4'-0" OC VERTICAL SPACING MAX SOUND ATTENUATION BLANKET 5/8" GYPSUM BD EACH FACE .401, 11M- CONT ACOUSTICAL SEALANT ---= 6.414' N c_OF FASTENER BASE/HEAD PARTITION TAG STUD SIZE STUD GAUGE STUD SPACING MAX HT (5 PSF) MAX HT (10 PSF) FIRE RATING/ TEST NO ACOUSTIC PROP ERT1ES WALL THK L/240 11360 11240 11360 STC INSUL THK TEST NO 176 1-5/8" 25 GA 24" 7'-6" 6'-7" - - - 52 3 1/2" SEE NOTE VARIES 17 2-1/2" 25 GA 24" 10'-7" 9'-2" - - - 52 3 1/2" SEE NOTE VARIES 17 2-1/2" 20 GA 24" 11'-11" 10'-5" - - - 52 3 1/2" SEE NOTE VARIES 17 3-5/8" 20 GA 16" 16'-5" 14'-3" - - - 52 3 1/2" SEE NOTE VARIES 42) 2-1/2" 20 GA 24" 11'-10" 10'-5" - - - 47 1-1/2" SA -831001 3-3/4" �'♦ 3-5/8" 20 GA 24" 14'-3" 12'-6" - - - 47 3" SA -831001 4-7/8" Q 4" 20 GA 24" 15'-2" 13'-3" - - - 47 3" SA -831001 5-1/4" Q 6" 20 GA 24" 201-4" 17'-11" - - - 47 3" SA -831001 7-1/4" CHASE WALL GYP BOARD PARTITION 3" =1'-0" 4 NOTE: STC 52 BASED UPON TEST RAL - TL -76-155 PLAN 3 LINE OF STRUCTURE CONT ACOUSTICAL SEALANTCsl 1� Kt CUT STUDS 1/2" SHORT OF TOP RUNNER TO ALLOW FOR DEFLECTION, DO NOT FASTEN GYP BD TO RUNNER METAL STUD SOUND ATTENUATION BLANKET 5/8" GYPSUM BOARD EA FACE CONT ACOUSTICAL SEALANT 4- --r BASE/HEAD q_OF FASTENER PARTITION TAG STUD SIZE STUD GAUGE STUD SPACING MAX HT (5 PSF) MAX HT (10 PSF) FIRE RATING/ TEST NO ACOUSTIC PROPERTIES WALL THK U240 U360 U240 U360 STC INSUL THK TEST NO t gC 2-1/2" 25 GA 24" 11'-6" 10'-1" - - - 47 1-1/2" SA -831001 3-3/4" • 3-5/8" 25 GA 24" 13'-9" 12'-0" - - - 47 3" SA -831001 4-7/8" 9E 4" 25 GA 24" 14'-6" 12'-11" - - - 47 3" SA -831001 5-1/4" G 6" 25 GA 24" 18'-10" 16-9" - - - 47 3" SA -831001 7-1/4" 42) 2-1/2" 20 GA 24" 11'-10" 10'-5" - - - 47 1-1/2" SA -831001 3-3/4" �'♦ 3-5/8" 20 GA 24" 14'-3" 12'-6" - - - 47 3" SA -831001 4-7/8" Q 4" 20 GA 24" 15'-2" 13'-3" - - - 47 3" SA -831001 5-1/4" Q 6" 20 GA 24" 201-4" 17'-11" - - - 47 3" SA -831001 7-1/4" SINGLE LAYER BALANCED ACOUSTIC GYP BOARD PARTITION 3" =1'-0" PLAN NOTE: STC RATING AND REFERENCED TEST SA -831001 ARE BASED UPON 1-112" INSUL WITH 2-1/2", 25 GAUGE METAL STUDS LINE OF STRUCTURE CONT ACOUSTICAL SEALANT CUT STUDS 1/2" SHORT OF TOP RUNNER TO ALLOW FOR DEFLECTION, DO NOT FASTEN GYP BD TO RUNNER METAL STUD 5/8" GYPSUM BOARD EA FACE CONT ACOUSTICAL SEALANT BASE/HEAD c_OF FASTENER PARTITION TAG STUD SIZE STUD GAUGE STUD SPACING MAX HT (5 PSF) MAX HT (10 PSF) FIRE RATING/ TEST NO ACOUSTIC PROPERTIES WALL THK U240 U360 U240 U360 STC INSUL THK TEST NO 8C 2-1/2" 25 GA 24" 111-6" 10'-1" - - - - - - 3-3/4" 0 3-5/8" 25 GA 24" 13'-9" 12'-0" - - - 40 - USG -860808 4-7/8" (1) 4" 25 GA 24" 14'-6" 12'-11" - - - 40 - USG -806808 5-1/4" G + 6" 25 GA 24" 18'-10" 16'-9" - - - 40 - USG -860808 7-1/4" 42) 2-1/2" 20 GA 24" 11'-10" 10'-5" - - - - - - 3-3/4" I 1 3-5/8" 20 GA 24" 14'-3" 121-6" - - - 40 - USG -860808 4-7/8" Q i 4" 20 GA 24" 15'-2" 13'-3" - - - 40 - USG -860808 5-1/4" CO 6" 20 GA 24" 20'-4" 1T-11" - - - 40 - USG -860808 7-1/4" rA•� SINGLE LAYER BALANCED GYP BOARD PARTITION 3 NOTE: STC RATING AND REFERENCED TEST USG -860808 ARE BASED UPON 3-5/8", 25 GAUGE METAL STUDS 1 2 Partition general notes Note: Partition designations omitted or skipped is intentional. 1. General A. Refer to A04 -XX series drawings for scheduled partition locations and types. B. Reference room finish schedule for bases and final finishes not shown on partition types. C. See supplemental details on the following sheets for specific head, jamb & base of wall conditions, for rated partitions refer to rated head conditions. D. Construct rated partitions before non -rated. 2. Framing A. All non-bearing partitions shall be constructed to limit deflection to L/240 with uniform 5 psf loading. Provide additional structure as required at all partitions to meet performance criteria, unless noted otherwise. Contractor shall verify all stud gauge and spacing to meet specified lateral loads and deflection criteria. Additional loading criteria is as follows: Elevator hoistways: 10 psf Mechanical shafts: 10 psf Loading dock: tbd B. Provide double stud framing at all jambs of frames and cased openings. C. Isolate partition framing from structural elements to prevent the transfer of loads to partition assemblies. Install slip track assemblies per details. D. Where control joints are required based upon specified frequency, and are not shown on interior elevations, locate control joints on both strike and swing side of doors. When providing control joints at doors does not meet the specified frequency, provide double stud control joint construction and verify location with the architect prior to proceeding with any installation of control joints. E. Do not fasten studs or gypsum board panels to top runner / metal track. Use runner / track with 1-1/2" long flanges, min. F. Provide adequate sheet metal or steel backing for all wall mounted architectural woodwork, finish carpentry, toilet partitions and accessories and similar mounted items. G. Coordinate all framing assemblies with all adjacent building trades including but not limited to mechanical, electrical, plumbing and fire protection. H. Refer to MEP and FP drawings for opening and penetration requirements at full height partitions. I. Provide studs designed for sprinkler piping (empcor sp-notch system or equal) at all locations where sprinkler piping is concealed within walls - verify locations with sprinkler contractor. 3. Gypsum board A. Items shown or scheduled to be semi or fully recessed shall be installed flush with finish face of partition unless noted otherwise. Partition depth or type shall be adjusted to accommodate the depth of recessed item or as directed by the architect. B. Water resistant gypsum board and/or tile backer board wall panels shall be used on partition assemblies at locations scheduled in the room finish schedule. C. Tape and apply joint compound to all interior corners and joints of gypsum board, unless noted otherwise for movement control. D. Install metal casing / trim and apply joint compound to all exposed corners of gypsum board unless note otherwise. E. Install metal reveals with concealed fasteners per manufactures instructions. Provide mitered corners, joints and intersections to all reveal conditions, and apply joint compound to conceal all reveal flanges. 2 Partition general notes continued 4. Fire rated partitions A. Provide permanently stenciled identification above the ceiling at 4'-0" o.c on all corridor partitions, smoke partitions, horizontal exit partitions, exit enclosures, and fire rated walls. The identification shall be a minimum of 4" high and read as follows: "fire and smoke barrier - protect all openings". B. Rated partitions are to be constructed before non -rated partitions. Abut nonrated partitions to rated partitions. C. All fire -resistance rated partitions shall be constructed from top of non - finished floor construction to bottom of floor construction above. D. All partitions noted to be fire -resistance rated shall be constructed in strict accordance with the referenced fire resistance test. If no test is referenced, provide an industry recognized fire resistance test or letter of engineering judgment for review prior to construction. E. Fire rated head conditions and through penetrations, whether a sub -part of the referenced rated assembly, or as shown in detail represent typical head - of -wall conditions. Atypical conditions discovered during required trade coordination are required to maintain the integrity of the fire -resistance rating noted on the floor plans. Provide an industry recognized fire resistance test, or letter of engineering judgment, for all atypical conditions for review prior to construction. F. All through penetrations in fire resistance rated partitions shall be sealed with materials and assemblies necessary to maintain the required fire resistance rating of the partition. 5. Sound resistance rating A. All gypsum board partitions shall be constructed with sound attenuated insulation as scheduled. Insulation shall be continuous and without interruption. B. All penetrations in sound resistance rated partitions shall be sealed with acoustical sealant to maintain referenced sound resistance rating. C. All penetrations in all partitions noted to be sound resistance rated and fire resistance rated are required to be sealed with materials capable of meeting both sound and fire resistance ratings. D. Provide acoustical pads around any items penetrating face of wall, such as junction boxes, outlets, switches, etc. Install acoustical 'putty pads' behind & around each j -box and maintain a minimum of 24" o.c where back/ back layouts may occur. Where outlets need to be relocated, notify architect immediately. E. Provide acoustical sealant all around through floor pipe/ duct penetration. F. At all partitions install wall boards to maintain 1/8" min, 1/4" max joint between bottom edge of board and top of slab / floor. Fill joint with continuous bead of acoustic sealant. 6. Design thickness Stud guage Minimum design thickness per ASTM C645 25 GA. 0.0179 in. or EQ 20 GA. 0.0296 in. or EQ "EQ" (equivalent design th'ckness). Use of a material with an equivalent design thickness is subject to the requirements of ASTM C645 and submission of third party testing in accordance with ICC ES AC86. .46 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions NO RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER=: ISSUE [DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title PARTITION TYPE SCHEDULE & DETAILS Sheet A00-41 Copyright © 2012 Perkins+Will N D c B A PLUMBING LEGEND AND ABBREVIATIONS ABBREVIATIONS LEGEND DESCRIPTION SERVICE AD AREA DRAIN AFF ABOVE FINISHED FLOOR AP ACCESS PANEL BLDG BUILDING BOB BOTTOM OF THE BEAM BOP BOTTOM OF PIPE BT BATH TUB BV BALANCING VALVE CA COMPRESSED AIR CD CONDENSATE DRAIN CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND CI CAST IRON CLG CEILING CO CLEANOUT COTG CLEANOUT TO GRADE CONN CONNECTION CONT CONTINUATION CP CIRCULATING PUMP CV CHECK VALVE CW COLD WATER DF DRINKING FOUNTAIN DIA DIAMETER DN DOWN DR DRAIN DROP DROP (WITHIN FLOOR) DWP DOMESTIC WATER PUMP DWG DRAWING (E) EXISTING EL ELEVATION ET EXPANSION TANK EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER FCO FLOOR CLEANOUT FD FLOOR DRAIN FL FLOOR FLH FLOOR HYDRANT FS FLOW SWITCH FSK FLOOR SINK FT FEET FU FIXTURE UNIT G (LOW PRESSURE) NATURAL GAS GAL GALLONS GD GARAGE DRAIN GPM GALLONS PER MINUTE GWH GAS WATER HEATER GWS GRAY WATER SYSTEM GV GATE VALVE HB HOSE BIBB HD HUB DRAIN HW HOT WATER HWR HOT WATER RETURN HX HEAT EXCHANGER ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH IW INDIRECT WASTE L LAVATORY LDR LEADER ABBREVIATIONS LEGEND DESCRIPTION SERVICE POC POINT OF CONNECTION PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH (GAUGE) RC ROOF RECEPTOR RD ROOF DRAIN RISE RISE (WITH IN FLOOR) RW RECLAIMED WATER SA SHOCK ABSORBER SAN SANITARY SD SMOKE DETECTOR SF SQUARE FEET SH SHOWER SK SINK SPD SUMP PUMP DISCHARGE JS JANITOR SINK ST STORM PIPING TD TRENCH DRAIN TDH TOTAL DISCHARGE HEAD TMV TEMPERATURE MIXING VALVE TOP TOP OF PIPE TOS TOP OF SLAB TP TRAP PRIMER TPV TRAP PRIMER VALVE TS TAMPER SWITCH TYP TYPICAL UON UNLESS OTHERWISE NOTED UP UP (PENETRATES FLOOR SLAB) UR URINAL V VENT VB VACUUM BREAKER VTR VENT THROUGH ROOF WC WATER CLOSET WH WALL HYDRANT Z ZONE MISCELLANEOUS LEGEND DESCRIPTION SERVICE RECOVERY (GPH) P = SAN, VENT STACK OR DOMESTIC WATER RISER ST = STORM DRAIN LEADER RISER Y STRAINER WITH BLOW OFF VALVE i RISER F =FIRE STANDPIPE RISER = FLEXIBLE CONNECTION AMPS ______/ ELECTRIC TANK (30 GAL) WATER HEATER CP (H) (X)(t L) EXPANSION LOOP SIZE v EQUIPMENT DESIGNATION METER EQUIPMENT NO. M SEISMIC JOINT ELECTRIC INSTANTANEOUS WATER HEATER HOSE BIBB 1 -I- SHOCK ABSORBER P2.1 DETAIL DESIGNATION 7 DWG. VACUUM BREAKER O SHEET NOTE NUMBER ^M / \ MANUAL AIR VENT GRAY WATER SUPPLY FLOOR SINK ® ,-2 LAVATORY AUTOMATIC AIR VENT G ROOF RECEPTOR Oo J 1-1/4" COMPRESSED AIR PIPING PRESSURE GAUGE AND COCK ROOF DRAIN WASTE / VENT / STORM O THERMOMETER SAN 1-1/2" 4 — — SAN — — WATER FLOW SWITCH VENT PIPING ® SMOKE DETECTOR ABOVE FLOOR ST RUNNING TRAP O 0 IW 1-1/2" DOUBLE CHECK VALVE ASSEMBLY BASKET STRAINER I01 JS -1 DOUBLE DETECTOR CHECK ASSEMBLY VALVE (SPECIFICATION FOR TYPE) pQ 3" —N RPBP 1/2" CHECK VALVE SELF CONTAINED BREATHING APPARATUS BA N_ ^ CHECK VALVE WITH ABD - - - 1" SOLENOID VALVE 0 WALL HYDRANT NON -FREEZE WALL HYDRANT PRESSURE REDUCING VALVE IA - A 3/4" P -TRAP OS&Y (OUTSIDE SCREW & YOKE) VALVE FLOOR CLEANOUTIGRADE CLEANOUT SEISMIC VALVE p[ MISCELLANEOUS LEGEND (CONTINUED) DESCRIPTION SERVICE RECOVERY (GPH) P = SAN, VENT STACK OR DOMESTIC WATER RISER ST = STORM DRAIN LEADER RISER ECCENTRIC REDUCER (E.R.) BASIS OF DESIGN RISER F =FIRE STANDPIPE RISER = ® RISER NO. AMPS EWH-1 ELECTRIC TANK (30 GAL) WATER HEATER CP PUMP 100 EQUIPMENT v EQUIPMENT DESIGNATION METER EQUIPMENT NO. M EWH-2 ELECTRIC INSTANTANEOUS WATER HEATER HOSE BIBB 1 -I- DETAIL NUMBER SHEET NO. P2.1 DETAIL DESIGNATION 40 DWG. 1 O SHEET NOTE NUMBER ® % / \ REVISION NUMBER GRAY WATER SUPPLY FLOOR SINK ELECTRIC WATER HEATER SCHEDULE LEGEND (CONTINUED) DESCRIPTION SERVICE RECOVERY (GPH) TEMP RISE (DEG F) ECCENTRIC REDUCER (E.R.) BASIS OF DESIGN ►1 V = SLEEVE AMPS EWH-1 ELECTRIC TANK (30 GAL) WATER HEATER RESTROOM CORE PUMP 100 208 1 6000 METER AO SMITH DSE 30 M EWH-2 ELECTRIC INSTANTANEOUS WATER HEATER HOSE BIBB 1 -I- 208 1 WATER HAMMER ARRESTER 40 EEMAX SP 8208 FC 1 NPW FLOOR DRAIN, AREA DRAIN, PLANT DRAIN, GARAGE DRAIN ® % TW 1/2" GRAY WATER SUPPLY FLOOR SINK ® ,-2 LAVATORY NATURAL GAS PIPING (LOW PRESSURE) G ROOF RECEPTOR Oo J 1-1/4" COMPRESSED AIR PIPING Oo ROOF DRAIN WASTE / VENT / STORM O OVERFLOW ROOF DRAIN SAN 1-1/2" POINT OF CONNECTION (NEW TO EXISTING) — — SAN — — ----- V VENT PIPING ® SMOKE DETECTOR ABOVE FLOOR ST ( S SMOKE DETECTOR BELOW FLOOR IW 1-1/2" DOUBLE CHECK VALVE ASSEMBLY DCVA 1/2" JS -1 DOUBLE DETECTOR CHECK ASSEMBLY DDCA KOHLER 6710 WITH CHICAGO 897 FAUCET 3" REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY RPBP 1/2" 1/2" SELF CONTAINED BREATHING APPARATUS BA ROOF HYDRANT ^ BOTTOM PIPE CONNECTION - - - 1" TOP PIPE CONNECTION 0 WALL HYDRANT NON -FREEZE WALL HYDRANT VALVE IN VERTICAL - - - 3/4" P -TRAP OC FLOOR CLEANOUTIGRADE CLEANOUT CLEANOUT/PLUG II GENERAL: A ALL PLUMBING FIXTURES AND ACCESSORIES LISTED ARE KCLS STANDARDS AND SUBSTITUTIONS ARE NOT ALLOWED. NOTES: 1 CW TO BE PIPED TO FIXTURE AND LEFT CUT AND CAPPED IN CHASE. 2 PROVIDE WITH THERMOSTATIC MIXING VALVE 3 OR ACCEPTABLE EQUAL BY ZURN MANUFACTURING PIPE DOWN C PIPE UP O CAP C CHANGE IN PIPE ELEVATION �--� ARROW INDICATES DIRECTION OF FLOW PITCH PIPE DOWN IN DIRECTION OF ARROW \ INSULATED AND HEAT TRACED PIPING ELECTRIC WATER HEATER SCHEDULE MARK DESCRIPTION SERVICE RECOVERY (GPH) TEMP RISE (DEG F) ELECTRICAL DATA BASIS OF DESIGN REMARKS V PH WATTS AMPS EWH-1 ELECTRIC TANK (30 GAL) WATER HEATER RESTROOM CORE 25 100 208 1 6000 28.8 AO SMITH DSE 30 2 EWH-2 ELECTRIC INSTANTANEOUS WATER HEATER SK -1 IN MEETING ROOM 1 51 208 1 8300 40 EEMAX SP 8208 FC 1 NPW 1-1/2" TEMPERED WATER TW 1/2" GRAY WATER SUPPLY GWS GAS/AIR LAVATORY NATURAL GAS PIPING (LOW PRESSURE) G NOTES: 1 LOCATE UNDER COUNTER 2 PROVIDE AMTROL THERM-X-TROL ST -5-C EXPANSION TANK PIPING LEGEND MARK WATER DESCRIPTION DOMESTIC COLD WATER PIPING CONNECTIONS REMARKS DOMESTIC HOT WATER PIPING V TRAP DOMESTIC HOT WATER RETURN PIPING HW WC -1 DOMESTIC COLD WATER ZONE PIPING (Z-#) KOHLER K-4330, BEMIS 1955C SEAT, SLOAN WES-111 FLUSHVALVE DOMESTIC HOT WATER ZONE PIPING (Z-#) 3" DOMESTIC HOT WATER ZONE RETURN PIPING (Z-#) RECLAIMED WATER PIPING RW WATER CLOSET, DUAL FLUSH INDUSTRIAL COLD WATER PIPING ICW 1-1/2" TRAP PRIMER TP - IRRIGATION PIPING IRR URINAL NON -POTABLE WATER NPW 1-1/2" TEMPERED WATER TW 1/2" GRAY WATER SUPPLY GWS GAS/AIR LAVATORY NATURAL GAS PIPING (LOW PRESSURE) G - - - - - GV - - - - - NATURAL GAS VENT PIPING (LOW PRESSURE) 1-1/4" COMPRESSED AIR PIPING CA 2 WASTE / VENT / STORM SINK SANITARY (ABOVE FLOOR) SAN 1-1/2" SANITARY (BELOW FLOOR) — — SAN — — ----- V VENT PIPING STORM DRAIN PIPING ST WATER COOLER, BI -LEVEL, ADA INDIRECT WASTE PIPING IW 1-1/2" CONDENSATE DRAIN PIPING CD PLUMBING FIXTURE SCHEDULE MARK FIXTURE DESCRIPTION BASIS OF DESIGN (PER KCLS STANDARDS) CONNECTIONS REMARKS W V TRAP CW HW WC -1 WATER CLOSET WATER CLOSET, DUAL FLUSH, ADA KOHLER K-4330, BEMIS 1955C SEAT, SLOAN WES-111 FLUSHVALVE 3" 1-1/2" 3" 1/2" 1/2" WC -2 WATER CLOSET WATER CLOSET, DUAL FLUSH KOHLER K-4330, BEMIS 1955C SEAT, SLOAN WES-111 FLUSHVALVE 3" 1-1/2" 3" 1/2" - UR -1 URINAL WATERLESS URINAL SLOAN WES-1000 1-1/2" 1-1/2" 1-1/2" 1/2" - 1 L-1 LAVATORY LAVATORY, COUNTER MOUNT, SENSOR OPERATED, ADA KOHLER K-2196-4 SINK WITH TECHNICAL CONCEPTS MILANO AUTOFAUCET 1-1/4" 1-1/2" 1-1/4" 1/2" 1/2" 2 SK -1 SINK TWO COMPARTMENT ELKAY DLR 1919E WITH CHICAGO 786E3SW FAUCET 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" EWC-1 ELECTRIC WATER COOLER WATER COOLER, BI -LEVEL, ADA HAWS 1011 W/REMOTE HCR8 CHILLER 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" JS -1 JANITOR SINK FLOOR MOUNTED, CORNER SERVICE SINK KOHLER 6710 WITH CHICAGO 897 FAUCET 3" 1-1/2" 3" 1/2" 1/2" RH-1 ROOF HYDRANT NON -FREEZE ROOF HYDRANT WOODFORD RHY2-MS - - - 1" - WH -1 WALL HYDRANT NON -FREEZE WALL HYDRANT WOODFORD B65 - - - 3/4" - 3 GENERAL: A ALL PLUMBING FIXTURES AND ACCESSORIES LISTED ARE KCLS STANDARDS AND SUBSTITUTIONS ARE NOT ALLOWED. NOTES: 1 CW TO BE PIPED TO FIXTURE AND LEFT CUT AND CAPPED IN CHASE. 2 PROVIDE WITH THERMOSTATIC MIXING VALVE 3 OR ACCEPTABLE EQUAL BY ZURN MANUFACTURING 5 4 3 2 DRAWING LIST P00-01 PLUMBING LEGEND, ABBREVIATIONS AND SCHEDULES P02-00 PLUMBING FOUNDATION PLAN P02-01 PLUMBING FLOOR PLAN - LEVEL 01 P02-02 PLUMBING FLOOR PLAN - LEVEL 02 P02-03 PLUMBING ROOF PLAN P03-01 PLUMBING ENLARGED PLANS P05-01 PLUMBING DETAILS 1 RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D c B PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System WSP• FLACK+KURTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions Sheet Information Job Number 161028.000 Checked Approved PLUMBING LEGEND ABBREVIATIONS AND SCHEDULES �;' ,�iAI E PEF4 1T'AS D APROVAL RE LR D Copyright © 2012 Perkins+Will c:\temp\161028 Tukwila herzerh.rvt CUSTOM PERFORATED ACOUSTIC WOOD PANELING AND DOORS, WD -5 CUSTOM PERFORATED WOOD DOORS, WD -5 LEVEL 01 —I 297 - 0 ilk INTERIOR ELEVATION - MEETING ROOM 104, LOOKING SOUTH 3/8” =1'-0" EQ 1 EQ EQ EQ EQ X -c- _ J- - - / X / X / X / /'n / 14'-3" X 10 EQUAL INTERIOR ELEVATION - ASSISTANCE 101, LOOKING EAST 3/8" =1'-0" WOOD FASCIA TO MATCH WDC -1 ACCENT GLASS, GL -5 CUSTOM CASEWORK, WD -3 LEVEL 01 297' - 0" 411 / \ \ / \ / / / / \ / / X / X u X / \ /\ n n / X n n X/ - - G INTERIOR ELEVATION - MEETING ROOM 104, LOOKING EAST 4 ;Cd, EQ. 3'-9" / 3'-9" 3'-9" EQ. 7 ALUMINUM GLAZING CHANNEL TO UNDERSIDE OF CEILING ACCENT GLAZING, GL -15 tD LEVEL 01 297' - 0" CUSTOM PERFORATED WOOD PANELING, WD -5 HARDWOOD FLOORING (WD -3), �\ ON HORIZONTAL AND VERTICAL FACES OF PLATFORM, TYP. INTERIOR ELEVATION - PLATFORM, LOOKING NORTH "Ix,LEVEL 01 297' - 0" 3/8" =1'-0" I SILL (rD CLERESTORY 312-8" PAINTED GWB, P-6 r INTERIOR ELEVATION - CHILDREN 110, LOOKING EAST 3/8" =1'-0" co PAINTED GWB, P-1 ACOUSTIC WALL PANEL, AP -2 LIBRARY SHELVING, NIC 0 0 0 0 LEVEL 01 297' - 0" INTERIOR ELEVATION - STAFF WORK 117, LOOKING WEST V 3/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION PAINTED GWB, P-6 ALUMINUM CORNER PROTECTION, P-1 PAINTED GWB, P-1 co PAINTED MDF BASE, P-1 PAINTED MDF BASE, P-1 LEVEL 01 297' - 0" ACCENT GLASS, GL -14 3'-2" 3'-2" 3'-3" 2'-8" 2'-8" 2'-8" PAINTED GWB, P-1 2'-8" 2'-8" SILL @ CLERESTORY 312-8" ELEVATION - COLLECTION 106, LOOKING NORTH RETAIL DISPLAY SYSTEM \ PAINTED WOOD DOOR, P-7 LEVEL 02 307' - 6" LEVEL 01 AIL 297' - 0" D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title INTERIOR ELEVATIONS Sheet A10-11 Copyright © 2012 Perkins+Will \ / / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / r / / / / / / / / / / / / / C \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / „ / / / / / / / / / / / f \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / CUSTOM PERFORATED ACOUSTIC WOOD PANELING AND DOORS, WD -5 CUSTOM PERFORATED WOOD DOORS, WD -5 LEVEL 01 —I 297 - 0 ilk INTERIOR ELEVATION - MEETING ROOM 104, LOOKING SOUTH 3/8” =1'-0" EQ 1 EQ EQ EQ EQ X -c- _ J- - - / X / X / X / /'n / 14'-3" X 10 EQUAL INTERIOR ELEVATION - ASSISTANCE 101, LOOKING EAST 3/8" =1'-0" WOOD FASCIA TO MATCH WDC -1 ACCENT GLASS, GL -5 CUSTOM CASEWORK, WD -3 LEVEL 01 297' - 0" 411 / \ \ / \ / / / / \ / / X / X u X / \ /\ n n / X n n X/ - - G INTERIOR ELEVATION - MEETING ROOM 104, LOOKING EAST 4 ;Cd, EQ. 3'-9" / 3'-9" 3'-9" EQ. 7 ALUMINUM GLAZING CHANNEL TO UNDERSIDE OF CEILING ACCENT GLAZING, GL -15 tD LEVEL 01 297' - 0" CUSTOM PERFORATED WOOD PANELING, WD -5 HARDWOOD FLOORING (WD -3), �\ ON HORIZONTAL AND VERTICAL FACES OF PLATFORM, TYP. INTERIOR ELEVATION - PLATFORM, LOOKING NORTH "Ix,LEVEL 01 297' - 0" 3/8" =1'-0" I SILL (rD CLERESTORY 312-8" PAINTED GWB, P-6 r INTERIOR ELEVATION - CHILDREN 110, LOOKING EAST 3/8" =1'-0" co PAINTED GWB, P-1 ACOUSTIC WALL PANEL, AP -2 LIBRARY SHELVING, NIC 0 0 0 0 LEVEL 01 297' - 0" INTERIOR ELEVATION - STAFF WORK 117, LOOKING WEST V 3/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION PAINTED GWB, P-6 ALUMINUM CORNER PROTECTION, P-1 PAINTED GWB, P-1 co PAINTED MDF BASE, P-1 PAINTED MDF BASE, P-1 LEVEL 01 297' - 0" ACCENT GLASS, GL -14 3'-2" 3'-2" 3'-3" 2'-8" 2'-8" 2'-8" PAINTED GWB, P-1 2'-8" 2'-8" SILL @ CLERESTORY 312-8" ELEVATION - COLLECTION 106, LOOKING NORTH RETAIL DISPLAY SYSTEM \ PAINTED WOOD DOOR, P-7 LEVEL 02 307' - 6" LEVEL 01 AIL 297' - 0" D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title INTERIOR ELEVATIONS Sheet A10-11 Copyright © 2012 Perkins+Will (i/LU/ZU13 11:04:23 PM D C B A 5 D1 VEGETATED ROOF (R-1), TYP. MEMBRANE ROOF (R-2) MEMBRANE GUTTER TOP OF ZINC WALL PANEL 5 ROOF PLAN 3/16" =1'-0" 12'-0" 15'-0" 4 13'-0" 15'-0" 3 15'-0" 15'-0" 15' - 0" 2 (8) 15' - 0" 12'-0" 137'-0" 33'-3" 10'-6" 93'-3" LINE OF ROOF BELOW SLOPE TO:DRAIN.. SLOPETO DRAIN 0:.:._ SLOPE TO DRAIN i SLOPE TO DRAIN 1 MEMBRANE ROOF (R-3) BELOW, SLOPE AT 1/4" PER FOOT MIN. MEMBRANE GUTTER, SLOPE TO DOWNSPOUTS AT 1/8" PER FOOT MIN. A1� LINE OF ROOF BELOW R-1 TO R-2 ROOF TRANSITION CORRESPONDS TO LINE OF oO BUILDING ENCLOSURE BELOW VEGETATED ROOF (R-1), TYP. M METAL PANEL ROOF BELOW (R-4), EP -5 4 3 2 b(-4.).110 1 D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date KAY KORNOVICH . STATE OF WASHINGTON Revisions CITY RECEIVEDTUKWILA JUN 2 1 2013 E PERMOFIT CENTER N01 ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ROOF PLAN Sheet A06-01 Copyright 0 2012 Perkins+Will 5 ► 41 3 ► 2 ► c B WITHIN 50' OF HYDRANT 12' MN, TO BUILDING PLAN VIEW 0O' T ELBOW DOWN 30"-4:," BEND COMPACTED FOUNDATION GRAVEL UNDER VAULT NOTES: SIDE VIEW 1, DESIGN FOR 4" THRU 10" DDCV. • NOT TO SCALE City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK. VALVE & VAULT SHEET: WS -15 •1 OF 2 REVISION q#: 08.03 APPROVAL: B. SHELTON. PAVEMENT PATCHING (SEE RS -03) TOP OF TRENCH 1.3 X'DEPTH' (MAX. WIDTH) BEDDING OUTER DIA. + 24" (MAX: WID H) BOTTOM OF TRENCH PIPE OUI ER DIIi. 4" MIN. NOTE: 1. ALL BACKFILL SHALL BE 5/8" CRUSHED ROCK COMPACTED TO 90% MODIFIED PROCTOR OPTIMUM DENSITY. 2. REFER TO RS -03 FOR PAVEMENT PATCHING. 3. PAVED AREAS: BACKFILL WITH CRUSHED ROCK. 4. UNPAVED AREAS: BACKFILL WITH NATIVE MATERIAL OR CRUSHED ROCK. A. NOT TO SCALE • City of Tukwila TRENCH BEDDING AND BACKFILL SHEET: WS -18 REVISION #1! .08.03 LAST REVISION: 04.08 APPROVAL BOB GIBERSON, CITY ENGINEER / MATERIAL LISTING: 1. 314" SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4" MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER. DIMENSION TO VARY WITH SIZE OF ASSEMBLY.: 4. 0.S.11 A, APPROVED LADDER IF OVER 30" DEEP, 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6. COPPER OR BRONZE BYPASS WITH AN APPROVED DCVA AND 3/4" WATER METER. 7. APPROVED DCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 8. 10", 8", 6" OR 4" COUPLING ADAPTER, FL. 9. 10", 8', 6" OR 4" FL'PE`D.1. CLASS 52 PIPE LENGTH TO FIT. 10. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON -SHRINK GROUT. 11. 10", 8", 6" OR 4" GATE VALVE FL`MJ WITH POST INDICATOR VALVE. 12. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 13. FLANGED 90" BEND, 14. 4.0R 6" D.I. CLASS 52 PIPE FL"FL. 15. 4" OR 6" 90°BEND FL. 16. 4" OR 6" DJ. CLASS 52 PIPE, FL'FL. 17. 6" 90" BEND, FL. 18. UL LISTED 5" STORTZ CONNECTION WITH 30" OR 45"ELBOW. 19. 6" D.I. CLASS 52 PIPE LENGTH AS REQUIRED FLANGE"' THREADED P.E. 20. 6"!90" BEND FL. 21. SWING TYPE GRAVITY OPERATED CHECK VALVE, WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOUBLE CHECK AND VAULT ASSEMBLY GENERAL NOTES: 1. BACKFLOW PREVENTORS SHALL BE APPROVED BY DEPARTMENT OF HEALTH. 2, SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3. A SEPARATE DETAIL PLAN FOR VAULT INSTALLATION AND SPRINKLER LINE MUST BE. SUBMITTED AND APPROVED BY THE FIRE MARSHALL PRIOR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4". 5 , VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. DESHALL BE REQUIRED 6 LADDERSRED WHEN DEPTH FROM TOP OF LID TO FLOOR OF VAULT . LA O I EXCEEDS 30". INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE TO 0 S.H.A. 7. LOCATE VAULT IN PLANTING AREA AND NOT IN. PAVING AREA, UNLESS APPROVED BY THE ENGINEER, 8, FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF AN /A W SI W A C110/A21.10 AND CEMENT LINED (SEE APWA & AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52 & CEMENT LINED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND,. 11, PROVIDE BALL DRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F,D.C. RISER. 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5" STORTZ CONNECTIONS AND TWO 30" OR 45" ELBOWS. 13. ALL. UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, AND PRESSURE TESTED IN THE. PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGGED AFTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE, AND COPIES OF TEST RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4' X 4' OR TWO 3' X 3' STEEL HINGED DOORS. 16. BACKFLOW PREVENTION VALVES AND POST OR WALL INDICATING VALVES SHALL BE PROVIDED WITH UL CENTRAL STATION TAMPER SUPERVISION. NOT TO SCALE City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK VALVE AND VAULT SHEET WS -15 2 OF 2 REVISIONS1: 08.03 LAST REVISION: 08.04 APPROVALS' B. SHELTON / t ASPHALT CONCRETE. OR BITUMINOUS PLANT MIX REPLACEMENT PATCH CUT WITH PNEUMATIC PAVEMENT CUTTER EXISTING ASPHALT PAVEMENT CONCRETE 150% OF EXISTING DEPTH saw cur /- EXISTING CONCRETE PAVEMENT EXTRA RIGID BASE 518" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY SAW CUT EXISTING OIL MAT DEPTH DETERMINED BY CITY TYPICAL PATCH FOR RIGID PAVEMENT ASPHALT CONCRETE.Olk BITUMINOUS PLANT MIX REPLACEMENT PATCH 150% OF EXISTING DEPTH Nyis /. 518" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY 'THE CITY' SAW CUT EXISTING ASPHALT PAVEMENT S79" MINUS:COMPACTEO. CRUSHED ROCK UNLESS OTHERWISE ORDERED BY 1 FIE CITY NOTES: TYPICAL PATCH FOR FLEXIBLE PAVEMENT 518` MINUS COMPACTED CRUSHED ROCK UNLESS 01 RERWISE OR051450 BY THE CITY 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL. MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. NOT TO SCALE • City of Tukwila PAVEMENT RESTORATION SHEET: RS -03 REVISION 111: 08.03 APPROVAL B. SHELTON NTS 12 City of Tukwila Standard Details ANGLE METER STOP F.I.P. x METER FLANGE MUELLER H-14286 HOPE METER BOX W/ D.1, READER UD. USE SOLID UD IN TRAFFIC AREAS MIDSTATES PLASTICS (CARSON) WITH MOUSEHOLES, 12" DEEP MODEL BCF 1730-12XL 0,1. UD W/ READER BC173OR R/W MASTER RADIO READ METER (CUBIC FEET) TO BE SUPPLIED BY DISTRICT ANGLE DUAL CHECK VALVE METER FLANCEXF.I.P.. MUELLER H-14244 COMPRESSION CONNECTION, MUELLER -ll 110 x M.LP. H-15428 90' ELBOW F.I.P. x F.I.P. DOUBLE STAINLESS STEEL STRAP SADDLE. SMITH BLAIR. OR ROMAC sr ci FINISH • GRADE • _111-11 I. -I I HH rt 0 DUCTILE IRON-" WA TERM AIN CLASS 52 CORP. STOP TAPER 8Y M.I.P. MUELLER H-9969 OR FORD EQUAL CHOPPER' TUBING COMPRESSION SI N CONN ECTION E MUELLER 110. x M.I.P. H-15428 90 BRASS ELBOW F.I.P x F.t.P. CLOSE NIPPLE. BRASS PRIVATE SERVICE PIPE STD. DETAIL NQ. 2 Engineering Planning Surveying Consulting. 1-1/2' & 2` DOMESTIC SERVICE DETAIL PLOT GATE DRAWN DESIGN CHECKED 'f DISTRICT AP PR V EO 06/03/09DOH/RDS PLOT SCALE. IFILE. NAME ► DA7E APPROVED 615 \\KTDATASVRS\UHRART\CAD\DETNLS\DISTRICTS\ND125,\5.62012:-REV King County Water District No. 125 TO CATCH BASIN OR 18"x18"X12' GRAVEL, SUMP (SEE 148) CAST IRON FRAME & GRATE OLYMPIC FOUNDRY NO. 5435 VAULT FLOOR CURB INLET TYPE SUMP NO .SCALE GROUT SEAL AROUND CASTING PRECAST CURB INLET APWA TYPE IV C. (HANGING SUMP) NOTE: HYDRAULIC SUMP PUMP MAY BE SUBSTITUTED FOR FLOOR DRAIN IF DRAIN LINE CANNOT BE DAYLIGHTED, SUMP PUMP TO DISCHARGE TO CATCH BASIN OR GRAVEL SUMP. (DETERMINATION TO BE MADE BY DISTRICT.) STD. DETAIL No. 14A Engineering Planning Surveying. Consulting DOUBLE DETECTOR CHECK ASSE WI MANHOLE OPENING BLY SIM 1 Cr PLOT DATE 06/03/01 DRAWN VS DESCN1 BS CHECKED 01314/RDS DISTRICT APPROVED PLOT SCALE NTS \\K - FILE NAME OATASVR5\LIDEAR Y\CAD\OE TA0.S\CISTR'CTS\WD125\5162DT1 OA1E APPROVED R VT;D 4 -REV; King County Water District No.. 125 CONCRETE THRUST BLOCK 3' MIN. OR 3 TIMES DIA. OF THE TAP WHICHEVER IS GREATER l 3 3 3. 3 CAST IRON TAPPING- TEE, FL. TO BE MUELLER MODEL H-615, ROMAC SST OR EQUAL I r6 .111 -RESILIENT u RESILIENT SEAT GATE VALVE, FL .x MJ MUELLER . OR EQUAL NOTES: 1. ASSEMBLY TO BE PRE -TESTED BEFORE DRILLING. 2. 3' x 3' x 2" ASPHALT PAD REQUIRED IF VALVE BOX IS SET IN UNPAVED SURFACE. 3. IF TAP IS SAME SIZE AS EXISTING MAIN ONLY MUELLER H-615 ALLOWED STD. DETAIL No. 9 Fn Erl,crcnnl l'a" 1 E ''2mmy Engineering Planning Surveying Consulting. TAPPING TEE A D VALVE DETAIL PLOT GATE 06/03/09 DRAWN v;. DESX3t 05 E7ECK@ 0131/RDS DISTRICT APPROVED PLOT CALE NTS FILE NAME U \CAP\DETAILS\DIStR101S\WD125\51621 t9 -REV DATE APPROVED CD. King County Water District No. 125 TO BE MAINTAINED BY DISTRICT TO 6E MAINTAINED BY DEVELOPER 2' - CONSTRUCTION ACCORDING TO DISTRICT STANDARDS. TO THS POINT CORED OPENING W/UNK:SEAL (TYPICAL) 0 0 3 �SUMPP^� SERVICE 50 BE. TESTED AT 250 PSI PER KCWD #125 STANDARDS:. TO BE TESTED PER KING COUNTY OR OTHER. JURISDICTION FIRE MARSHAL -BUILDING CODE REQUIREMENTS 8 • 1 ALL FITTINGS TO BE PROPERLY BLOCKED BEEHIVE STRAINER SUMP PUMP PIPING 1-1/2" MINUS WASHED ROCK TO VAULT GRAVEL SUMP DETAIL NO SCALE STD. DETAIL No. 14B AT ErgnmcingarPno Cranny Engineering Planning Surveying. Consulting DOUBLE DETECTOR CHECK ASSEMBLY W/ MANHOLE OPENING MIR OF 1 PLOT DATE 06/03/09 DRAWN VS DESIGN RS CIECKEO D8 DS DISTRICT APPROVED PLOT SCALY FILE NAME DATE APPROVED NTS \\K-OATASVRS\UORART\CAO\DETAILS\DISTRICTS\11D123\5162E1TP-12E6 King County Water District No. 125 THRUST BLOCK - TABLE Min, Beanog Area Against Undisturbed Soil Pipe Size A (112) B (ft2) 0 (tt2) 0 (tt2) E (ft2) 4" 3 1 1 1 1 6" 4 4 2 1 1 8' 7 6. 4 2 1 10" 11 10 6 3 2 12" 16 14 9 5 3 14"' 22 19 12 6 3 16" 29 25 16 d' 4 18" 36. 31 20 10 5 20' 45 39 24 13 6 22" 54 47 29 15 8 24". 64 56 35 18 9 28" 87 76 dB. 24 12 30" 101 87 55 28 14 NOTES: 1. BEARING, AREA OF CONCRETE THRUST -BLOCK BASED ON 200 PSI PRESSURE AND, SAFE SOIL BEARING LOAD. OF 2,000 POUNDS PER SQUARE FOOT. ... AREA MUST BE ADJUSTED FOR OTHER PIPE. SIZES, A SOIL. PRESSURES.ND CONDITIONS. CO D1 10 S. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4 BLOCK SHALL BEA I L R AGAINST FITTINGS ONLY AND SHALL 8E CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING OF JOINT. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE., TEE W/ PLUG TEE W/O PLUG BLIND FLANGE OR SMALLER SIZE PIPE 6. THRUST BLOCK IS CONSIDERED TO ACT AS A SPREAD FOOTING:' THEREFORE HEIGHT OF BLOCK MUST BE EQUAL TO OR LESS: THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK'S BASE. 7. THE QUANTITY OF CONCRETE DEPENDS UPON THE DISTANCE BETWEEN THE PIPE AND THE UNDISTURBED SOIL. 8. PROVIDE RESTRAINED J01NT BENDS AND PIPE IN LIEU OF BLOCKS IF THERE ARE .SPACE' CONFLICTS OR BEARING AREA HAS BEEN DISTURBED. CAP 45' BEND 11 1/4' BEND 22 T/2' BEND STD. DETAIL No., 5 Engineering' Planning. Surveying Consulting HORIZONTAL THRUST BLOCKING DETAIL & TABLE PLOT DATE 06/03/09 DRAWN AI 4.1 DE5PGV PDL DECKED 01344/RDS 015 TR1CT APPROVED PLOT SCALE FILE NAME NTS\\K-DATASvP.9\LIBRART\CAD\DETAILS\DISTRICTS\60125\51630 DATE APPROVED 15. King County Water District No. 125 ITEU P110N 1 FL COUPLING ADAPTER 2 FL X PE SPOOL 3 M4 LONG BARREL SLEEVE 4 PE SPOOL 5 U.L. APPROVED DOUBLE DETECTOR CHECK VALVE ASSEMBLY, FEBCO MODEL 806 DDC OR EOUAL TO BE CENTERED IN VAULT 6 ADJUSTABLE PIPE SUPPORT, GRINNEL NO. 264 OR EOUAL 7 FL. s0' BEND 8 FL CHECK VALVE 9 FIRE DEPARTMENT CONNECTION - BASED ON FIRE MARSHAL REOUIREMENTS 10 PRE -CAST VAULT, SEE CALL OUT BELOW 11 2" PVC DRAIN PIPE TO DAYLIGHT. PROVIDE RODENT -PROOF SCREEN AT DAYLIGHT OR CONNECT TO STRUCTURE 12 OLYMPIC FOUNDRY fMH83A 42"x4" MANHOLE FRAME &'COVER 13 6" EXTENSION RING 14 FREE STANDING GALVANIZED LADDER. ATTACHED TO FLOOR AND SIDE OF HATCH. 15 CC SYSTEMS SUMP DRAIN ASSEMBLY MODEL NO. 996633-51-2, CONNECT TO DI PIPE WITH DISTRICT APPROVED 3/4" SADDLE AND BALL CORP. STOP (SEE DETAIL 16) PIPE CZE UTILITY VAULT NO. (OR APPRO ED EQUAL) 4" OR 6" 577 -LA W/ 575-425 TOP SECTION 8" 4484 -LA W/ 4484. -TL -42E TOP SECTION 10" 5106 -LA W/ 5106 -TL -42E TOP SECTION NOTES: 1. ALL VAULT PENETRATIONS SHALL BE CORED, WITH LINK -SEAL OR EQUAL INSTALLED AROUND PIPE. 2, ALL PIPE AND FITTINGS T0. 8E DUCTILE OR CAST IRON. 3. ALL PIPING SHALL BE PAINTED WITH ONE COAT PRIMER AND TWO COATS RUSTOLIUM (COLOR TO BE LIGHT BLUE OR AS APPROVED BY THE DISTRICT). SUBMIT SUPPLIER CUTS ON ALL MATERIALS TO BE USED, FOR APPROVAL. 4. VAULTS TO HAVE HANGING.. SUMPS IF SUMP PUMP TO BE USED. 5. ALL TEST COCKS SHALL BE PLUGGED. 6: ASSEMBLY TO BE MAINTAINED BY OWNER. ANNUAL CERTIFICATION TO DISTRICT REQUIRED. 7. FIRELINE SHALL NOT BE PUT INTO SERVICE UNTIL BACKFLOW PREVENTION DEVICE IS APPROVED BY DISTRICT. STD. DETAIL No. 14C Engineering Planning' Surveying Consulting DOUBLE DETECTOR CHECK ASSEMBLY W/ MANHOLE OPENING 115T3O7 PLOT OA1E 06/03/59 DRAWN V5 000453N OS: C1EOK@ ODH/RDS OKIR:CT APPROVED PLOT SCALE. FILE. NAME. DATE APPR OVEp NT5 •\\I-0 ATAS5RS\UDRARY\CAD\OCTAtS\pSTSIC15\5D125\5462071. -REV . King County. Water District No,. 125 NTS King Count Water District No. 125 Standard Details 5 y DI Cl B Aj Not Used 16 Not Used 7 18 NTS Not Used Not Used 19 br6,..0 APPROVED APR 03 2015 City of Tukwila PUBLIC Works RECEIVED CITY OF TUKWILA MAR 0 3 2015 PERMIT CENTER PERKI NS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System COUGHLIN PORTER LUNDEEN 801 SECOND AVE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION PERMIT SET 2/6/2015 Drawing Issue Date Revisions PERMIT REVISION #2 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION 3/2/2015 NO ISSUE DATE Sheet Information Date 03/02/2015 Job Number C101620-06 Drawn LPL Checked KBS Approved JAJ Title CIVIL SITE DETAILS CO2 -03 NTS Not Used L. Copyright @ 2012 Perkins+Will CV 6/20/2013 11:04:47 PM c:ltemp1161028 Tukwila_herzerh.rvt D c B A 5 00-8 MICROWAVE, OFOI 1 n r >< / N REFRIGERATOR, OFOI — 00-8 PL -1, TYP P-1, TYP PL -2, TYP PL -1, TYP _ LEVEL 01 297' -0" ELEVATION - STAFF BREAK 114, LOOKING EAST 3/8" = 1'-0" 5 CV / / i PL -1, TYP. P-6 PL -1, TYP. N LEVEL 01 29T-0" 4 ELEVA ION - STAFF 117, LOOKING SOUTH=1'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" n X X >< i >< N i PL -1, TYP. P-6, TYP. PL -2, TYP. PL -1, TYP. 3'-0" j, 3'-0" 4 \ A-te. ELEVATION - STAFF 117, LOOKING WEST LEVEL 01 297' - 0" PT -1, TYP. PTB -1, TYP. EQ. EQ. @ WOMEN AND UNISEX A5 NOTE: SEE A00-12 FOR TYPICAL ACCESSORIES, MOUNTING HEIGHTS, AND LOCATIONS LEVEL 01 297' - 0" i ELEVATION - STAFF TOILET - LOOKING SOUTH PORCELAIN TILE, PT -1 / EQ EQ PORCELAIN TILE BASE, PTB -1 TILE START POINT LIGHT FIXTURE, SEE ELECTRICAL 8 NOTE: SEE A00-12 FOR TYPICAL ACCESSORIES, MOUNTING HEIGHTS, AND LOCATIONS LEVEL 01 297' - 0" ELEVATION - STAFF TOILET, LOOKING WEST REQUIRED TURNING RADIUS (60" DIAMETER) CLEAR FLOOR SPACE AT TOILET (56 x 60) SEMI -RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE CLEAR FLOOR SPACE — AT LAVATORY (30" x 48") LAV MOUNTED SOAP — DISPENSER 0 00 / 114 (1104a RECESSED SANITARY NAPKIN DISPOSAL STEEL BRACED FRAME, SEE STRUCTURAL arbak0 ENLARGED PLAN - STAFF TOILET 111 RECESSED SANITARY NAPKIN DISPOSAL TILE START POINT A5 @ WOMEN AND UNISEX PT -2, TO EXTEND TO CEILING COVE HEIGHT PT -2, TYP. NOTE: SEE A00-12 FOR TYPICAL ACCESSORIES, MOUNTING HEIGHTS, AND LOCATIONS LEVEL 01 297' - 0" INTERIOR ELEVATION - WOMEN 115, NORTH / MEN 113, SOUTH 3/8" =1'0" P-1, TYP. PTB -1, TYP. CAP END OF WALL WITH FULL HEIGHT POWDER - COATED ALUMINUM BAR, P-1 LIGHT FIXTURE 3' - 01/2" TILE START POINT PT -2 TO EXTEND ABOVE TO CEILING COVE HEIGHT PT -2, TYPICAL NOTE: SEE A00-12 FOR TYPICAL ACCESSORIES, MOUNTING HEIGHTS, AND LOCATI ONS LEVEL 01 297' - 0" INTERIOR ELEVATION - WOMEN 115, WEST / MEN 113, EAST 3/8" =1'-0" RECESSED DIAPER CHANGING STATION CONCEALED BRACED FRAME, SEE STRUCTURAL 0 0 CV B2 -60"MIN.-' 1-1 60" MIN. s I /f J 'f / / 62 ' L - - AUTOMATED PAPER - - - TOWEL DISPENSER FULLY RECESSED WASTE RECEPTACLE -\ 1 2'-6" io :4' r SIM. 2'-6" EQ / r EQ 4'-0" WOMEN 115 L _ - _ _ J FULLY RECESSED WASTE RECEPTACLE AUTOMATED PAPER TOWEL DISPENSER RECESSED DIAPER CHANGING STATION r — — MEN 113 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION REQUIRED CLEAR FLOOR SPACE, TYPICAL ACCESSIBLE DRINKING FOUNTAIN 4" Ar Th) ENLARGED RESTROOM PLAN - WOMEN 115 & MEN 113 3/8" =1'-0" D c B A PERKI N 5 +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date e KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ENLARGED PLANS & INTERIOR ELEVATIONS Sheet A1 0-10 Copyright © 2012 Perkins+Will -; • +' CO . // / / // / ' / / O . ‘11:10 , : • • \ \ • .,-�. MIF . 1 \, PT -2 TO EXTEND ABOVE TO CEILING COVE HEIGHT PT -2, TYPICAL NOTE: SEE A00-12 FOR TYPICAL ACCESSORIES, MOUNTING HEIGHTS, AND LOCATI ONS LEVEL 01 297' - 0" INTERIOR ELEVATION - WOMEN 115, WEST / MEN 113, EAST 3/8" =1'-0" RECESSED DIAPER CHANGING STATION CONCEALED BRACED FRAME, SEE STRUCTURAL 0 0 CV B2 -60"MIN.-' 1-1 60" MIN. s I /f J 'f / / 62 ' L - - AUTOMATED PAPER - - - TOWEL DISPENSER FULLY RECESSED WASTE RECEPTACLE -\ 1 2'-6" io :4' r SIM. 2'-6" EQ / r EQ 4'-0" WOMEN 115 L _ - _ _ J FULLY RECESSED WASTE RECEPTACLE AUTOMATED PAPER TOWEL DISPENSER RECESSED DIAPER CHANGING STATION r — — MEN 113 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION REQUIRED CLEAR FLOOR SPACE, TYPICAL ACCESSIBLE DRINKING FOUNTAIN 4" Ar Th) ENLARGED RESTROOM PLAN - WOMEN 115 & MEN 113 3/8" =1'-0" D c B A PERKI N 5 +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date e KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ENLARGED PLANS & INTERIOR ELEVATIONS Sheet A1 0-10 Copyright © 2012 Perkins+Will CD MMMIIMMIIIIMEMINIMMIIMmmA uuu■■uuuuuuouo■omm■uuu■■ "----amm amm um nom ...■uqwi■■u■uuu■■■■■oou■■u■■m oo■uu■ IIMMMMIliwWWWWWINUMMEMI 1'-4" CEO r_. BUILT UP MEMBRANE GUTTER T.O. ROOF - WEST 314'-4" GLU-LAM BEAM BRACED FRAME BEYOND I I I I I I I W-4 I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1111111u u'� n� - ni-� '-'i i�-i7-i i i� nn -n- ■■ ^��--ilii w41Pii6111frwriwriwr" aft Aft asp Aft HVAC DUCT AND DIFFUSER, SEE MECHANICAL HSS SUPPORT - SEE STRUCTURAL PERFORATED ZINC PANEL PAINTED METAL DOWNSPOUT BEYOND 2 SIDED SSG SLOPED WINDOW WALL SLOPED AESS PAINTED STEEL COLUMN WOOD SILL, WD -4 CAST IN PLACE ARCHITECTURAL CONCRETE WALL WALL SECTION AT WEST PERF PANEL 1/2" =11-0" LEVEL 01 iikk 297' - 0" SLOPED WALL LAYOUT POINT CONCRETE FOOTING SEE STRUCTURAL =Z ■ • uM- • R-2 31/2" 1'-01 NEM moomlIEWMINIUMIO Men ! MM MMM ""'""Wilimunnmomi 41110 / / I is IU 1■I 11 BUILT UP MEMBRANE GUTTER T.O. ROOF - WEST I 2'-41/8" 1 W-2 I I I I 1 I I I I I I I I I 1 I I co 314'-4" GLU-LAM BEAM BRACED FRAME BEYOND HVAC DUCT AND DIFFUSER, SEE MECHANICAL HSS SUPPORT - SEE STRUCTURAL INTERIOR WD. PANELING MOUNTED TO GWB SUBSTRATE ON 2 1/2" METAL STUDS PAINTED METAL DOWNSPOUT BEYOND 2 SIDED SSG SLOPED WINDOW WALL SLOPED AESS PAINTED STEEL COLUMN WOOD SILL, WD -4 CAST IN PLACE ARCHITECTURAL CONCRETE WALL 04 WALL SECTION AT WEST WALL LEVEL 01 297' - 0" SLOPED WALL LAYOUT POINT CONCRETE FOOTING - SEE STRUCTURAL )00000000' )0000000.0 ).00000000. )00000000 )00000000 )00000000 )00000000 )00000000 )00000000 )00000000 )00000000 000000000000000000000000000d, ..... b0000000 0000000000oo; 0000000o000o00o0d„-b0000000 000,0000000000000000000000000d: b,0000000 000000oo00OOO:000000000000000d.:.'b000000o 0000000000000000000000000000d: b0000000 Oo 0000 000000d :b0000o0o oo0oo:o0aoO0oo00 0 0 oo00000000000000000000000000d: bo0000oo 0000000000000000000000000000d •b0000000 0000000000000000000000000000ci 0000o00oo0000O000000000000do.d. 0000000000000000000000000000d 0000000000000000.00001 000000000000000000000 000000000000000000000:" 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 00000000000000000000u :b000000.0.000000000000000000000 bo000000000000000o000000000OO 000000000000000.0000000000000.0 j j // CONCEALED MEMBRANE GUTTER • Q d 4 WEST WALL - PARTIAL ELEVATION d ^•• 4 • ZINC WALL PANEL, ZN-1 PERFORATED ZINC PANEL, ZN-2 SUNSHADE BEYOND SSG CURTAINWALL SYSTEM CAST IN PLACE ARCHITECTURAL CONCRETE WALL ROOF - WEST D 314'-4" LEVEL 02 1/2" =11-0" EQ 5'-0" EQ J N������.�����,�� b ENLARGED PLAN AT WEST WALL - UPPER WALL D3 1 1 11 Pr 1 1 11 METAL STUD ENCLOSURE WITH WOOD PANEL SURROUND 4 SIDED SSG WINDOW WALL SYSTEM WITH INTERNAL REINFORCING CLT WD DECKING 307' - 6" LEVEL 01 297' - 0" CONTINUOUS ZINC FASCIA, WITH FULLY FORMED CORNER AT TRANSITION FROM ROOF TO SLOPED RAINSCREEN SLOPED ZINC PANEL RAINSCREEN & FASCIA HVAC DUCT AND DIFFUSERS METAL STUD ENCLOSURE WITH WOOD PANEL SURROUN li PAINTED METAL DOWNSPOUT PERFORATED ZINC PANEL MTD. TO WINDOW WALL VIA ALUM. OUTRIGGER CLIPS SLOPED 2 SIDED SSG WINDOW WALL ENLARGED PLAN AT WEST WALL - PERF PANEL D3 i 4 BUILT-IN WORK SURFACE PAINTED METAL DOWNSPOUT ENLARGED PLAN AT WEST WALL D3 1 J 4 SIDED SSG WINDOW WALL SYSTEM WITH INTERNAL REINFORCING CLT WD DECKING SLOPED ZINC FASCIA C B PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 81531 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions REVIEWED FOR CODE COMPLIANCE AP 'ROVED APR 0 6 2015 i City of Tukwila I BUILDIP 1G DIVISION STEEL WT OUTRIGGER TIED INTO VERTICAL STEEL COLUMN SLOPED ZINC WALL & FASCIA 2 SIDED WINDOW WALL CURTAINWALL GLAZING, GL -2 PERFORATED ALUMINUM PLATE SUNSHADE WITH CUSTOM PATTERN PAINTED AESS STEEL COLUMN CORNER MULLION AT SLOPED GLASS CORNER SLOPED ZINC WALL ABOVE CURTAINWALL GLAZING, GL -2 A NO Date RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER ISSUE DATE Sheet Information 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS Sheet A 1 1 -2 3 Copyright © 2012 Perkins+Will CV 0 2 o-' o M •0 C:\Users 1USBG032251Documents\MPF-10450-KCLS Tukwila Branch - 2013 USBG03225.rvt D ACCESS PANEL VRF HEX UNITS STACKED C SHEET PLENUM TO SEPARATE LOUVER FROM MECHANICAL ROOM SHEET METAL DUCT UP TO RELIEF HOOD B A ACCESS PANEL 34"x30" 20x12 UP THRU ROOF W/ GOOSENECK <AHU> 1" ACOUSTICAL LINING DN TO LEVEL 1 r 1 x r L r F-1 2" ACOUSTICAL LINING—'I L T r J L MECHANICAL ............. 201 HVAC ENLARGED PLAN - LEVEL 02 1/2" = 1'-0" J PLUMBING AND FIRE PROTECTION IN THIS AREA. - ---- r / / ``X / r - L r EXHAUST / SUPPLY — — UP/DOWN! L 7 VFD'S FOR PUMPS AND AHU-1 3" GEOTHERMAL PIPING UP/DOWN ELECTRICAL 202 CWP TYP-2 CP TYP-3 WATER TREATMENT FD SHEET NOTES: A. ABC NUMBERED NOTES: MOUNT ON NEOPRENE PAD AND USE A WASHER GROMMET USED AT THE BOLT CONNECTIONS TO STRUCTURE. PROVIDE COMPRESSOR BLANKET. b IP RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKI N 5 +WI L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bWSP • F ECAC E+ KU RIZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn Author Checked Checker Approved Approver Title HVAC ENLARGED PLANS iE ARA E PE rMI AND r: [j,, PP�RO1i -�(�" [ t. 4 i Yid.✓' V/-G,r.� Sheet 03-01 Copyright © 2012 Perkins+Wil I- *\Y y/ 20"x12" r 1 x r L r F-1 2" ACOUSTICAL LINING—'I L T r J L MECHANICAL ............. 201 HVAC ENLARGED PLAN - LEVEL 02 1/2" = 1'-0" J PLUMBING AND FIRE PROTECTION IN THIS AREA. - ---- r / / ``X / r - L r EXHAUST / SUPPLY — — UP/DOWN! L 7 VFD'S FOR PUMPS AND AHU-1 3" GEOTHERMAL PIPING UP/DOWN ELECTRICAL 202 CWP TYP-2 CP TYP-3 WATER TREATMENT FD SHEET NOTES: A. ABC NUMBERED NOTES: MOUNT ON NEOPRENE PAD AND USE A WASHER GROMMET USED AT THE BOLT CONNECTIONS TO STRUCTURE. PROVIDE COMPRESSOR BLANKET. b IP RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKI N 5 +WI L L 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System bWSP • F ECAC E+ KU RIZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn Author Checked Checker Approved Approver Title HVAC ENLARGED PLANS iE ARA E PE rMI AND r: [j,, PP�RO1i -�(�" [ t. 4 i Yid.✓' V/-G,r.� Sheet 03-01 Copyright © 2012 Perkins+Wil // / TUKWILA VILLAGE COMMONS \,\ * - INDICATES DROUGHT TOLERANT SPECIES (N) - INDICATES NATIVE PLANT COMMON NAME SIZ / << / ULMUS 'FRONTIER' QUERCUS RUBRA ACER RUBRUM 'KARPICK' FRONTIER ELM RED OAK KARPICK RED MAPLE EDDIE'S WHITE WONDER DOGWOOD 2" CAL. 5" CAL. 2" CAL. 1 1/2" CAL., MULTI. PER PLAN PER PLAN PER PLAN PER PLAN ACER CIRCINATUM *(N) CORYLUS CORNUTA VAR. CALIFORNICA (N) SMALL SHRUBS & GRASSES (TO BE LOCATED) CISTUS X CANESCENS * CORNUS STOLONIFERA 'KELSEYI' (N) DRYOPTERIS ERYTHROSORA STIPA GIGANTEA * ILEX CRENATA 'HELLERI' LONICERA PILEATA MISCANTHUS SINENSIS 'LITTLE KITTEN' POTENTILLA FRUTICOSA 'ABBOTSWOOD' RHODODENDRON 'DORA AMATEIS' RHODODENDRON 'KEN JANECK' PINK ROCK ROSE KELSEY'S DWARF DOGWOOD AUTUMN FERN GIANT FEATHER GRASS HELLER'S JAPANESE HOLLY BOX -LEAF HONEYSUCKLE LITTLE KITTEN MAIDEN GRASS ABBOTSWOOD POTENTILLA DORA AMATEIS ,RHODODENDRON KEN JANECK RHODODENDRON 5 GAL. 1 GAL. 1 GAL. 1 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 5 GAL. RIBES SANGUINEUM 'KING EDWARD VII' *(N) KING EDWARD VII FLOWERING CURRANT 5 GAL. SPIRAEA 'ANTHONY WATERER' SYMPHORICARPOS ALBUS *(N) VACCINIUM OVATUM *(N) VIBURNUM DAVIDII * CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER CONTAINER 30" 0.C. 24" 0.C. 18" 0.C. 24" 0.C. 30" 0.C. 30" 0.C. 24" 0.C. 24" 0.C. 24" 0.C. 30" 0.C. SNOWBERRY EVERGREEN HUCKLEBERRY DAVID'S VIBURNUM 30" 0.C. 36" 0.0. 24" 0.C. 30" 0.C. MIX #1: (PLANT IN GROUPS OF 3 OR 5) 33% FRAGARIA CHILOENSIS *(N) 33% GAULTHERIA SHALLON *(N) 33% POLYSTICHUM MUNITUM *(N) BEACH STRAWBERRY SALAL WESTERN SWORD FERN 71644/40144.0104001110614 K K K K K/ X x ., , P 7 •6 K K/// // x x K< K//// x x, c J .< K K// K x x x .. , J , # K K K K K x x ,t• J O P •E K K K K x K x x x .. 0 J K K K K K x x x x T J, .. •F K K K K x x x x x J J J@ 4 Y �� KK ,% XX' KK" r %,CY XX XX,‘ x ` K' "K Kr.. xxxx,Y x x x ., P O K KK K Kx x x a x .`7 K K , , K K K x x x xP K Kx , 1,k x< / x /x K' x x, J,, 1, K K K K / K x x x x ,, ,,, 1, M K K K K/ x x x,,,,,,•k K x6 K K / x x x .. K a• ,. ,. x x x x x x x K K K K r• .• ,,,g x x x x K x K K K K, ., ., x x x x x,, X K K K ,g ,� ... vacro .voraciactoloo IA®c!/=��iA/�ir!�A!A,A�IIA�l1A�lIJ��A. /w:A��i!�/ra�A. /YLII!►'�IA'L�i1�f:�1�� Q C c K K MIX #2: SWALE (PLANT IN GROUPS OF 3 OR 5) 50% CAREX OBNUPTA 25% IRIS SIBIRICA 25% IRIS DOUGLASIANA (N) SLOUGH SEDGE SIBERIAN IRIS PACIFIC COAST IRIS MIX #3 50% EPIMEDIUM x VERSICOLOR 'SULPHUREUM' * SULPHUREUM BISHOPS HAT 25% PACHYSANDRA TERMINALIS JAPANESE SPURGE 25% POLYSTICHUM MUNITUM *(N) SWORD FERN MIX #4 50% FRAGARIA CHILOENSIS *(N) 50% PACHYSANDRA TERMINALIS TUKWILA INTERNATIONAL BLVD Planting Plan - Ground Level Scale: 1"=101-0" GREEN ROOF PLANTING MIX ROOF ACCESS HATCH SKYLIGHT, TYP. 4; ( 9 ) I` I ` I ` PERMIT REVISIONS 10/10/2014 NO /I I / I I I DATE I \ \ / /, . / / , ///: / //// // '.'//////// / / / / / / / / / / / , / / / / / / / ,//, "///.'//// , /// / ///.'/// / / ' , / / / / / ///', / / k / / / / , / / , //// / / , / / : / / / / / / / / / / ///'/////////////////////////////////,'///, / //// ', //'/ / / / / / / / '/// ', ///////// / / / , / / / /// ///// //// / //// ////////'/ / / / / / / ' / / / / / ////.'////i / / / / / / / / / / / .' / / / / / / //// / / , / ,/ / /// / / / / .' / //////// ,'///./// ///'////; / //// / / / 7 / // / .' /v./7- / / / / / / / / / / / • ,///.'//// / //', //// / / / / / / / / .' / / / / / / / / / / / '///////////////////, ' //// / / / ' / / / / ////,/1//// / //// / //// //// /// ////// /////// / / / , 7 / / / i ,' / /' / / / / / / / / / / / //// ,• ///////i i ///, ,//.'////. / / ." 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L / _/--/ .2_2 _./..._ %'////:4/////////////////////////////////////////////////////'////////.///// •/ / / , / / / / : / / ' /// / •' •• / / / ////////: //// / //// //I 1....../ /....s /...../._../...L../... /..✓..- / / •' ' / / i ' / / / / •' // / / // / .' ." // /////////, /////////////////////////////////////{////////////////////////////////////. // //// ///// / /-/ ./_/_./...../ <_.i l -./_../._.-L_/- / / / ' /// /..1. / , ' / ///, /_-/-/ / / / / •,/ / / i .' / /// / / '// / / .'// / ' ////; ///, /////.//// ///11/// /..-/ /_./.....L./._... _'_ i _Z. / ./......1........../ / // / / / / //; / / / ' / / / ' ' / / / ;' .' •i / / / •' / / / ' // ///„• / / / 7 • / / ////;' //// / / _�:_.../..../..-.1....✓ i—/ /_.1._...G....7..../ /////,//// ///:': ' / / / / / / ' / •' -/ / / •' " / / / / / / /, , ,//,. //// / ///., / /...../ /....z...../..../...../- / .L.../ //////// / . / /. .—_..........-. / //// / ///, /....z::...../....1.._.1..... / .i..../ /._1 /// / ///; ///// Z..... /..../-./..._...../_ /_/.._ / // ////7/////////,'/// ////, /// / :' / / / / / / / / ,' //////////////// ////;/ r////i//// //// //// / / ///////; ,//////////////;//////// ///'////// , / //_,/ // /, / / / / / / / ////////// i ///// / / , / / / / / i //// // / / / / !/L/ / / / ///,'/////////////////// //////// / / / //// / / // / // / ,' ,' / / / / / / / / ///,'////////,/////////,'///////// ///'-i//// ; c:\temp\161028 Tukwila_herzerh.rvt D c B A 5 4 3 EXIT SEPARATION DISTANCE KITCHENETTE ALCOVE 106B 1 LIFE SAFETY PLAN - LEVEL 01 Life Safety Diagram I%ri ACCESSORY / UNOCCUPIED ASSEMBLY- CONCENTRATED ASSEMBLY - READING ASSEMBLY - STACK BUSINESS • C U' D PRIMARY EGRESS PATH* * EMERGENCY LIGHTING TO BE PROVIDED IN ACCORDANCE WITH IBC 1006.1 THROUGH 1006.4 CODE PLAN LEGEND EXIT DIMENSION SYMBOL EXIT SYMBOLS 19[ 1ef COMMON PATH OF TRAVEL ca pawammeam- ca LIFE SAFETY EGRESS SYMBOL ACTUAL CUMULATIVE POPULATION WIDTH REQ'D BY CODE BASED ON ACTUAL CUMULATIVE POPULATION 140144" 1 240 72" 8 ACTUAL WIDTH PROOVIDED POPULATION PERMITTED BASED ON WIDTH PROVIDED 1/8" =1'-0" OPEN TO BELOW riv •14; r ;jell AIME 1SJ LIFE SAFETY PLAN - LEVEL 02 2 1/8" =1'-0" 5 4 IBC 1004.3 POSTING OF OCCUPANT LOAD Every room or space that is assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. 3 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior tandings...for exit discharge doorways... 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. 2 2 CODE SUMMARY INTERNATIONAL BUILDING CODE 2009 (WI WASHINGTON STATE AMENDMENTS 2009 UNIFORM PLUMBING CODE TUKWILA MUNICIPAL CODE (TMC) CONSTRUCTION TYPE: VB AUTOMATIC SPRINKLER SYSTEM: YES MAX. BUILDING HEIGHT: MAX. BUILDING AREA: MAX. BUILDING STORIES: 40 6,500 1 SPRINKLER INCREASE 60' 11,000 2 PRIMARY OCCUPANCY: ASSEMBLY, A-3 OCCUPANCY SEPARATION: NONE REQUIRED UNDER NON -SEPARATED OCCUPANCY PROVISIONS OF SECTION 508.3 VB CONSTRUCTION/A-3 OCCUPANCY: BASIC ALLOWABLE AREA = 6000 SF *FRONTAGE FACTOR: IP = [F/P - 0.25] W/30 = (.75) x (30/30) = (.75) FRONTAGE INCREASE SPRINKLER INCREASE TOTAL ALLOWABLE AREA PROPOSED AREA = 4500 SF = 6000 SF =16,500 SF = 8,948 SF* * DOES NOT INCLUDE EQUIPMENT PLATFORM EGRESS INFORMATION TOTAL OCCUPANTS (SEE USE AND OCCUPANCY TABLE BELOW): 232 NUMBER OF EXITS REQUIRED (1021.1): 2 EGRESS WIDTH PER OCCUPANT (1005.1): STAIRS .30" OTHER COMPONENTS .20" 232 x (.20") = 46.4" / 2 EXITS = 23.2" PER EGRESS DOOR MINIMUM CLEAR WIDTH AT ACCESSIBLE EGRESS DOORS: 32" EGRESS WIDTH PROVIDED: SEE PLAN EXIT ACCESS TRAVEL DISTANCE: A-3 250' MIN. DISTANCE BETWEEN EXIT DOORS: 1/3 LENGTH OF BUILDING ACROSS DIAGONAL (SEE PLAN DIMENSION) ACTUAL DISTANCE BETWEEN EXIT DOORS: SEE PLAN DIMENSION PLUMBING FIXTURE FIXTURE COUNT: OCCUPANT LOAD: 10,130 / 200 = 51 / 2 = 26 OCCUPANTS PER SEX MEN: (1) WATER CLOSET / (1) URINAL / (1) LAVATORY WOMEN: (2) WATER CLOSETS / (1) LAVATORY STAFF TOILET: (1) WATER CLOSET / (1) LAVATORY OCCUPANCY SUMMARY 106 MEETING Occupancy Assembly, Concentrated 620 SF Net / Occ Load Occupant Number Name Classification Type Area Gross Factor Load 106 MEETING A-1 Assembly, Concentrated 620 SF Net 7 89 110 ROOM A-1 Assembly, Unconcentrated 64 SF Net 15 5 620 SF 89 107 STUDY A-1 Assembly, Unconcentrated 89 SF Net 15 6 110 STUDY A-1 Assembly, Unconcentrated 64 SF Net 15 5 153 SF 11 100 LOBBY A-3 Assembly 218 SF Gross 100 3 106B KITCHENETTE ALCOVE A-3 Assembly 62 SF Gross 100 1 113 MEN A-3 Assembly 148 SF Gross 100 2 113A JANITOR A-3 Assembly 24 SF Gross 100 1 115 WOMEN A-3 Assembly 151 SF Gross 100 2 604 SF 9 104 READING PLATFORM A-3 Assembly, Reading Room 272 SF Net 50 6 105 COMMUNITY MOSAIC A-3 Assembly, Reading Room 1400 SF Net 50 28 108 TEEN LOUNGE A-3 Assembly, Reading Room 190 SF Net 50 4 108 CYBER BAR A-3 Assembly, Reading Room 650 SF Net 50 14 109B SOUTH READING A-3 Assembly, Reading Room 625 SF Net 50 13 111 CHILDREN'S READING A-3 Assembly, Reading Room 541 SF Net 50 11 3677 SF 76 101 SELF- CHECK A-3 Assembly, Stack Area 198 SF Gross 100 2 103 ASSISTANCE A-3 Assembly, Stack Area 203 SF Gross 100 3 109 COLLECTION A-3 Assembly, Stack Area 1955 SF Gross 100 20 112 CHILDREN'S A-3 Assembly, Stack Area 554 SF Gross 100 6 2910 SF 31 114 STAFF TOILET B Business 64 SF Gross 100 1 116 BREAK 6 Business 157 SF Gross 100 2 117 STAFF B Business 796 SF Gross 100 8 118 STAFF OFFICE B Business 91 SF Gross 100 1 1107 SF 12 106C STORAGE S-1 Storage, Accessory 63 SF Gross 300 1 63 SF 1 117A SHIP'S LADDER UNOCC Equipment Platform - Unoccupied 36 SF DATE 0 200 EQUIP. PLATFORM LANDING UNOCC Equipment Platform - Unoccupied 200 SF 0 201 MECHANICAL UNOCC Equipment Platform - Unoccupied 529 SF 0 202 ELECTRICAL UNOCC Equipment Platform - Unoccupied 227 SF 0 b v6- ell & 992 SF 10127 SF 1 0 229 D c B PERKI N 5 +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date KAY KORNOVICH STATE OF WASHINGTON Revisions REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila UILDING DIVISION A A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title CODE COMPLIANCE DATA RECEIVED CITY OF TUKWILA OCT 1 4 2014 PERMIT CENTER Sheet A00-1 0 Copyright © 2012 Perkins+Will DI cl BI Grading and Erosion Control Notes 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES ESTABLISH THE CLEARING LIMITS AND INSTALL CONSTRUCTION ENTRANCE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: ? PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. ? STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 7. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. Legend LIMIT onnts Nom LIMITS OF CONSTRUCTION ,,,,,; INLET PROTECTION x x x TREE PROTECTION 0 0 0 PERIMETER PROTECTION TEMPORARY SWALE BOTTOM OF EXCAVATION 1 EXCAVATION CUT SLOPE REMOVE EX CONCRETE SAWCUT ////////// \\\\\\\\\\\\ -- SD — w G SD.•••- r, EX CONTOUR (INDEX) EX CONTOUR EX CURB AND GUTTER EX STORM DRAINAGE EX UNDERGROUND POWER EX WATER MAIN EX GAS MAIN PROPOSED CURB (BY OTHERS) PROPOSED STORM LINE (BY OTHERS) .,,!-'[ // `-, "-- -„I., -,,`. / :i.- \ \ .� - / / 1 N ` ,. / C (I � d/1 n \ \ ,/�- // / 1/ L L___ r t / / / \ Basis of Bearing THE BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83/91 PER CITY OF TUKWILA. CITY OF TUKWILA HORIZONTAL DATUM HORIZONTAL CONTROL POINT NO. 17 (S. 1/4 CORNER OF SEC. 15) WAS HELD FOR POSITION AND A LINE BETWEEN SAID POINT NO. 17 AND CITY OF TUKWILA HORIZONTAL CONTROL POINT NO. 1925 WAS HELD FOR ROTATION BEING NORTH 87 35' 22” WEST. VERTICAL DATUM VERTICAL DATUM - NAVD 88 PER CITY OF TUKWILA THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF TUKWILA. CITY OF TUKWIILA CONTROL POINT NO. 17 (S. 1/4 CORNER OF SEC. 15) WAS HELD FOR ELEVATION, BEING 288.757'. // // /N. // / \ / // / / / / / / /////////// // / / / / /7/ / / / / / I///// / / // / // /////i / / /////i /// //// \ /' \ x\ A �� x / / ��'� I / ',�,N. \ / rL __ -•.. ,,•-,'N \ / it \ \\ / 7 T_ _ i/ \-- / 1 1 !41 1 il / I / PROTECT EX CONCRETE VERTICAL CURB TO REMAIN / / / 000 I:WIT nor mos -- SD IL llwn mom T /1 / /' // G w -.-.- --- ~SSD / ® ® LIMIT.® Lwin - G .:— -1011111111.-10161101-ti II I I Ii mom J11,41\ Nor G —w— — _1 — J `\l x C / \ \/ TEMPORARY CONSTRUCTION FENCING ® LIMIT IMMO 1111111119111 ‘TYP / ® LIMI \ 1 xl x TEMPORARY"CONSTBUCTION LAY -DOWN AREA Dust Control CONTROL DUST ONSITE AS NEEDED. PROVIDE WATER TO KEEP SOILS DAMP BUT NOT SO MUCH AS TO CREATE RUNOFF OR TRACKED SOILS. NOTE: REFER TO SPECIFICATIONS FOR TEMPORARY STAGING LOCATIONS(S) Earthwork Quantities EXCAVATION 800 CY FILL 700 CY NOTE: THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED FOR MUNICIPAL PERMITTING AND REVIEW FEES. THE CONTRACTOR SHALL IGNORE THESE QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT INFORMATION. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS A BASIS FOR ANY CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL PREPARE THEIR OWN EARTHWORK QUANTITIES BASED ON THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS, SPECIFICATIONS, AND THE GEOTECHNICAL REPORT. These plans have been reviewed by the Public Works Department for conformance with current - City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac• of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final eptance is subject to field inspection by \ t yPub v,,,, Ws s utilities ii _pector. pa \\--„ 1" 1/4 os is -Y; _ .�.,� \\\\ ,‘\ i \\1\ 1 \\Q,, i \1 0•i••ai :+ / /// / // / 1 1 1 1 EX CB RIM 291.06 / 8" PVC N=289.46' 12 f (MF' .5.188.98' / ''*441‘s 1\ \\ '\ \ 1 1 \ \ \� ® LIMIT ® ® ® ® LIMIT ® ® ® ® LIMIT ® ® ® ® LIMIT ® mom MEM ® LIMIT Immo= =ma— SILT FENCING SEE DETAIL / 18 TYP C0 92 ) / 5 10 20 SCALE 1=10' ' SAWCUT \REMOVE RAVEMENT EX t6 Call before you 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) ss \\ (t);‘'\ \\\ / / \-\ / \ \ \ ,:- ---_--_-,------, \N COORDINATE,' ND OBTAIN 13\ PERMIT AS R UIRED. / so' IL .044,411*** 44,4prits**°' ,41401r: /c. PROPOSED BUILDING FOOTPRINT ~ ~ ` ,~ „ -. ^, .~ `` �` RDE A�lD�FOIJND�TfON` �` . -„ •-,. " COORDINATE -W/ LOCAL ~ `` `. - - .,� e .„ . .. ~' `- -', r0 - - POWER PROVIDER „- `- ~ e ~' - - ".. „;, „„ - -.„ `,,„ ^.. •,. SEE DETAIL 51C01-02 _ `~ • . - .„ " , , , . '. - „ „ `. "- � - - art„ . ;< _ - • . , . \ „ a ` „ ..,, • O .,. \ „,,,‘,„ ..., j BOTTOM OF OVER -EXCAVATION ELEV = 294.67 AFTER COMPLETION OF OVER EXCAVATION, THE EXPOSED GRADE SHOULD BE PROOF -ROLLED AND COMPACTED TO 90% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY PLACEMENT OF STRUCTURAL FILL SHOULD BE PER THE PROJECT SPECIFICATIONS AND OBSERVED AND TESTED BY OWNER'S GEOTECHNICAL REPRESENTATIVE -`- • `„ -y ' ' I MUM SAWCUT AND REMOV EX ASPHALT PAVEME T SAWCUT AND REMOVE EX CONCRETE WALK (A/ TYP ------------ SD SD — SD SD SD SD Arel z 77 Ili 1 1 mum iihn Immo MUM gm. 1•1110 =MO REMOVE EX BUS STOP SHELTER TO BE OTECTED AND STORED SAWCUT AND REMOVE mum 111/1111 somms\ Immo Imo mom am. mom mom= INLET PROTECTION PI-- G SEE DETAIL • 20 SD SD SD SD SD SD oNsiN MINIM MINIM 1111011.111 Nom 1.11'411 SD SD SD SD Tukwila International Blvd 2 10. mom ammo n jjoin PROTECT EX FIRE HYDRANT SD SD sp • MINIM ty • 6,4 PI eat 'tE-N110fEl--(F OR Pr) COMPLIANCE PPROVED NPR 0 6 2015 City of I'ulcvvila BUILDING\ DIVISION SD SD CI7 OF TUKWILA Fillillf\CE TER PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System COUGHLIN PORTER LUNDEEN 801 SECOND AVE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION PERMIT SET 2/6/2015 Drawing Issue Date ,c) -if) -00 Revisions PERMIT REVISION #2 3/2/2015 NO ISSUE DATE Sheet Information Date Job Number Drawn Checked Approved 03/02/2015 C101620-06 LPL KBS JAJ Title SITE PREPARATION PLAN Sheet C01-01 Copyright © 2012 Perkins+Will 2/26/2013-4:0044 PM D c B A A BUFFER TANK 1 3" ACHP-1 288 MBH BC -1 HEX HEX HEX HEX ( RS/RL LINES TO SUPPLEMENTAL ) FAN COILS AT MEETING ROOM STAFF AND CHILDRENS. (TYP-8) WSHP-01 144 MBH /////////////// GROUND LOOP L HVAC HYDRONIC DIAGRAM NTS 1 11 HC DOAS CP 03 RADIANT FLOOR MANIFOLDS (TYP-8) 2" HWS/R TO RADIANT FLOOR MANIFOLDS .(4b RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D c B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ,wWSP• FLACK+KURTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title HVAC HYDRONIC DIAGRAM SEPARATE PERMIT MD APPROVAL REQUIRED Sheet 04-01 Copyright © 2012 Perkins+Will D C B A 5 CLERESTORY 312-4" LEVEL 01 \� 296' - 8" ink GLASS CORNER AT MEETING ROOM it118" = -1-10" 5 1 THIS PORTION OF WALL EXCLUDED (OUTSIDE OF BUILDING ENVELOPE) idjk SILL an, CLERESTORY 1-1312' -4" LEVEL 01 296'-8" 4 PARTIAL N. ELEV - NEAR ENTRY 1/8" = 1'-0" T.O. ROOF - EAST 320' - 3 1/2" SILL 312'-4" CLERESTORY Lik LEVEL 02 1-1 307'-2" Lik LEVEL 01 296' - 8 3 NORTH ELEVATION - ENVELOPE 1/8" =11-0" T.O. ROOF -WEST 314'-0" 1 2 T.O. ROOF - EAST 320' - 31 /2" SILL @ CLERESTORY 312-4" SOUTH ELEVATION - ENVELOPE LEVEL 01 296'-8" T.O. ROOF - WEST 314'-0" 1_ LEVEL 01 296' - 8" 1/8" =1'-0" Cl 1 ENERGY CODE COMPLIANCE DIAGRAM KEY 1 W-1 TERRA COTTA RAINSCREEN (R-29.4) W-2 METAL PANEL RAINSCREEN (R-29.4) W-3 CONCRETE (R-14) W-4 METAL PANEL RAINSCREEN (LOW PROFILE) (R-16.2) W-5 ALUMINUM PANEL IN GLAZING SYSTEM (R-14.9) GL -1 SOLARBAN 60, ARGON FILLED IGU (U 0.33 / SHGC 0.37 ) GL -2 SOLARBAN 70, ARGON FILLED IGU (U 0.33 / SHGC 0.27) GL -2 BEHIND PERFORATED SCREEN* (U 0.33 / SHGC 0.27) LOUVER EXCLUDED FROM ENERGY CODE CALCULATIONS (DUCTED PLENUM AND UNOCCUPIED SPACE BEHIND) *ASSEMBLY WILL HAVE HIGHER PERFORMANCE DUE TO A REDUCED SHGC. HOWEVER, THIS IS NOT ACCOUNTED FOR IN ANY CALCULATIONS SILL @ CLERESTORY 312-4" LEVEL 01 296'-8" A-ELEV-SOUTH NEAR ENTRY 1/8"=1 ►.•.000.00.00000000.00.•0000.•0.0000❖.•O.•.O•0.0•0.0000•0.000000•0.•.000•.000❖.•0.0000❖000000000.•.000.00000000.•.0000•.000000000000•DOO.•� �'•i0s•;•0000000.2°. •00.00•00.0000000•y00.00000•i'00.00•20.0p•Z•0�0•X0000000.0.00000.00000i•00000.00•••00.00000.0•00.0•0.0.0000\ 1 u n WEST ELEVATION - ENVELOPE T.O. ROOF - EAST 320' - 31 /2" T.O. ROOF - WEST 314'-0" LEVEL 01 296'-8" IliiLI 1 (i �I�I(I �f �I�(�I�I �f I1If EAST ELEVATION - ENVELOPE 4 4 T.O. ROOF - EAST 320' - 31 /2" SILL @ CLERESTORY 312'-4" 307' - 2" LEVEL 01 296'-8" 1 3 2 1 1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 1 4 /014 PERMIT CENTER D C B A PERKI N 5 +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14380 Tukwila International Boulevard Tukwila, WA 98168 King County Library System CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date \soN553 REGISTERED ARCI4ITEDT KAY KORNOVICH STATE OF WASHINGTON Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 10/10/2014 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ENERGY CODE ENVELOPE COMPLIANCE DIAGRAMS Sheet A00-1 1 .1 Copyright© 2012 Perkins+Will 5 1 4 1 3 1 5 1 4 OMNI - CV U) w EXPOSED CLT DECK, WD -1 STRUCTURAL GLAZING SYSTEM, GL -2 3" STEEL SUPPORT ANGLES ATTACHED TO GLAZING SYSTEM AT VERTICAL MULLIONS, EP -4, TYP. SILL © CLERESTORY 312 - 8" u -I MULLION N co N FOLDED ALUMINUM PLATE HORIZONTAL SUNSHADE WITH CUSTOM PERFORATION PATTERN, EP -1, TYP. (w -'J BEYOND (3-1 MULLION M M r CV N T.O. CONCRETE • a) ARCHITECTURAL WATERPROOF CONCRETE WALL SECTION, SOUTH FACADE AT GLASS 1/2" =1'-0" 1 3 LEVEL 01 297' - 0" • i • • • • • • • • • • MOTORIZED OPERABLE AWNING WINDOW R-3 EXPOSED CLT DECK, WD -1, TYP. STRUCTURAL GLAZING SYSTEM, GL -2, TYP. B2� FOLDED ALUMINUM PLATE HORIZONTAL SUNSHADE WITH CUSTOM PERFORATION PATTERN, EP -1, TYP. A5 SILL @ CLERESTORY 312'-8" METAL EDGE, EP -2 METAL FLASHING, EP -1 3" STEEL SUPPORT ANGLES ATTACHED TO GLAZING SYSTEM AT VERTICAL MULLIONS, EP -4, TYP. A11-51 ARCHITECTURAL WATERPROOF CONCRETE ENLARGED ELEVATION AT MEETING ROOM CORNER LEVEL 01 297' - 0" 1/2" = 1'-0" INTERIOR PARTITION PER PLAN BRACED FRAME ABOVE, SEE STRUCTURAL 1 5/8" PERFORATIONS AT 1" O.C., LEAVE 2" MIN. SOLID BORDERS AT EDGES, TYP. STEEL SUNSHADE SUPPORT - 3" x 3" x 3/16" ANGLE, EP -4 CUSTOM PERFORATED ALUMINUM SUNSHADE, EP -1 ENLARGED PLAN AT CLERESTORY ABOVE MEETING ROOM =1'-0" E�8.c 0 CE E CO�pL1A►'1 CODAppRoveD APR 06201 City o p IS10� BU1LD1►W INTERIOR PARTITION PER PLAN BRACED FRAME ABOVE, SEE STRUCTURAL ALUMINUM SILL EXTENSION BELOW, EP -1 21/2" XX TYP. 91/2" br3 2 3/4" TYP. PLAN DIM SUNSHADE ABOVE Ar ENLARGED PLAN AT SOUTHWEST CORNER OF MEETING ROOM 1/2" = l'-0" 1 2 1 D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON' Revisions NO RECEIVED CITY OF TUKWILA JUN 2 1 2313 PERMIT CENTE7 ISSUE DAT1 Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS Sheet A 1 1 -2 2 Copyright © 2012 Perkins+Will J:\B17643\CADDut PRINTER CONCEALED BRACED .FRAME, SEE STRUCTURAL BOOK DROP -- STAFF 17 699 SE OF FLOOR ABOVE ALASS OFFICE FRONT WAP STEEL SHIPS <:o: LADhF• P) F a 6K-) UP 15) RECESSED IN TERRA COTTA WALL (6') VESTIBULE I- 7j 117 SF —1_ — BREAK lag SF Ifs OMM Niek 0 A LI GtCH S ZZANI E� 0,1m --LEVEL — LINE OF SOFFIT ABOVE CONCEALED FRAME, SEE SELF - _CHECK 75 SF +28' 21' LINE OF SOFFIT ABOVE �\ WOOD•PLATFORIs1 AND .STEPS UTv�T ©-41 EI EC f RIC A L CHASE: ANITO1t1,� 1139 L IA:CL' D►© <T -WAS' — CONCEALED BRACED \' FRAME, SEE STRUCTLIR.V -- LINE OF SOFFIT ABOVE CHILDREN'S 112 2 SF GENERAL NOTES: D► D►© 1000-0 • • • • ASSISTANCE POINTS IQ3 —145 SF 0-44 D►a STUDY LI11- D►a TO COMMUNICATIONS SERVICE POINTS 1. All COMMUNICATIONS HORIZONTAL CABLING RUNS FOR TELECOMMUNICATIONS SHALL BE CONTINUOUS CABUNG RUNS OF LESS THAN 280 FEET. NOTIFY TELECOMMUNICATIONS CONSULTANT FOR APPROVAL OF ALL INSTANCES OF HORIZONTAL CABUNG THAT EXCEEDS 280 FEET PRIOR TO INSTAWNG THE CABUNG. 2. COORDINATE THE LOCATIONS AND ELEVATIONS OF TELECOMMUNICATIONS WORK AREA OUTLETS IN CASE WORK WITH ARCHITECTURAL ELEVATIONS. 3. COORDINATE THE LOCATIONS AND BACK BOX REQUIREMENTS FOR WIRELESS ACCESS POINTS (WAP) WITH ARCHITECTURAL SYSTEMS AND ELEVATIONS. SUBMIT SHOP DRAWINGS OF PATHWAY AND BACK BOX METHODS FOR APPROVAL PRIOR TO INSTALLATION. 4. COORDINATE WORK AREA OUTLET FACE PLATE FINISHES AND COLORS WITH ARCHITECT PRIOR TO PROJECT LEVEL PROCUREMENT OF MATERIALS. 5. PROVIDE A 120VAC POWER OUTLET WITHIN 12 INCHES OF ALL WALL MOUNTED WORK AREA OUTLETS. 6. PROVIDE (2) DATA DROPS FOR EACH 'WAP' DEVICE SHOWN. 7. CONCEAL ALL CEIUNG MOUNTED RACEWAYS WHERE OPEN TO STRUCTURE 4 D►0 WAP D -a D►a WAP FREESTANDING CURVED GLASS WALL UP TO 71-0" A.F.F. D►a COMMUNITY MOSAIC 1627 TEEN LOUNGE 22121 Do - 4I0 SYSTEMS FLOOR PLAN LEVEL 01 QQ SCALE: AS INDICATED 0 4 8 16 24 1 inch plotted �•— If measurement is other than 1 inch then the plot is reduced. Feet 3 4D LINE OF OVERHANG ABOVE fl tow -0 D►� 4 -- C KITCHENETTE ALCOVE ROOM AV EQUIPMENT RACK COORDINATE LOCA11ON MEETINC ROOM I -44 C2 -411 D►a WAP WAP BUILT-IN CYBER EAR, TYP. r -d SHEET FLAG NOTES �► SPEAKER BACK BOX WITH 3/4" CONDUIT (DAISY CHAIN ACCEPTABLE) BACK TO MEZZANINE COMMUNICATIONS EQUIPMENT FOR SOUND MASKING SYSTEM. RECESS IN AREAS WITH DROP OR GYB (HARD) CEILINGS, SURFACE MOUNTED IN OPEN TO STRUCTURE CEILINGS. CONCEAL RACEWAYS. SEPARATE THE TOILET ROOM SPEAKERS FROM THE MAIN LIBRARY SPEAKERS. PROVIDE RECESSED IN DROP CEILING SPEAKER BACK BOX WITH 3/4" CONDUIT BACK TO AV SYSTEM EQUIPMENT RACK LOCATED IN STORAGE CLOSET. TYPICAL OF (4) SPEAKERS. PROVIDE PULL STRINGS. PROVIDE 6 GANG RECESSED JUNCTION BOX WITH BLANK COVER PLATE FOR AV EQUIPMENT CABLING. PROVIDE 4 GANG RECESSED JUNCTION BOX WITH BLANK COVER PLATE FOR AV EQUIPMENT CONNECTION. PROVIDE 1 1/2" CONDUIT BACK TO AV EQUIPMENT JUNCTION BOX IN CLOSET. PROVIDE DATA DROPS IN RECESSED FLOOR BOXES. SEE SHEET E02.01 FOR FLOOR BOX TYPE AND LOCA11ON. ROUTE IN SLAB RACEWAY TO MEZZANINE LEVEL COMMUNICATIONS EQUIPMENT. COORDINATE WITH STRUCTURAL AND MECHANICAL IN SLAB HEATING SYSTEM. DATA OUTLETS ARE TO BE MOUNTED IN SURFACE RACEWAY PER FLAG NOTE 5 ON SHEET E02.01. PROVIDE RECESSED BOX AT EACH END OF RACEWAY WITH 1" CONDUIT UP TO EQUIPMENT RACK IN MEZZANINE. CB-) (c) D .) 2 1 1 kr RECEIVED CITY OF TUKWILA AL. Rts JUN 2 1 2013 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ELA Lighting Design and Consulting SPAKLING WORK TOGETHER 1 STAND APART 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.com PERMIT SUBMITTAL 6/17/2013 Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn JAB Checked JDV Approved JDV Title SYSTEMS FLOOR PLAN - LEVEL 01 Sheet 04-01 Copyright © 2012 Perkins+Will N D C B A FIRE PROTECTION LEGEND AND ABBREVIATIONS ABBREVIATIONS ABD AUTOMATIC BALL DRIP AFF ABOVE FINISHED FLOOR AP ACCESS PANEL BLDG BUILDING BOB BOTTOM OF THE BEAM BOP BOTTOM OF PIPE CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND CI CAST IRON CLG CEILING CO CLEANOUT COTG CLEANOUT TO GRADE CONN CONNECTION CONT CONTINUATION CV CHECK VALVE DIA DIAMETER DN DOWN DR DRAIN DROP DROP (WITHIN FLOOR) DSP DRY SPRINKLER DFS DRY FIRE STANDPIPE DWG DRAWING (E) EXISTING EL ELEVATION ET EXPANSION TANK FCO FLOOR CLEANOUT FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FHC FIRE HOSE CABINET FHR FIRE HOSE RACK FHV FIRE HOSE VALVE FHVC FIRE HOSE VALVE CABINET FL FLOOR FS FLOW SWITCH FSK FLOOR SINK FSP FIRE STANDPIPE FT FEET GAL GALLONS GPM GALLONS PER MINUTE GV GATE VALVE HB HOSE BIBB HD HUB DRAIN ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH IW INDIRECT WASTE MAX MAXIMUM MH MANHOLE MIN MINIMUM (N) NEW NC NORMALLY CLOSED NIC NOT IN THIS CONTRACT NO NORMALLY OPEN OS&Y OUTSIDE SCREW & YOKE GATE VALVE PIFT PITCH PER FOOT ABBREVIATIONS PIV POST INDICATING VALVE POC POINT OF CONNECTION PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH (GAUGE) RC ROOF RECEPTOR RD ROOF DRAIN RISE RISE (WITH IN FLOOR) RW RECLAIMED WATER SA SHOCK ABSORBER SAN SANITARY SD SMOKE DETECTOR SF SQUARE FEET SK SINK SPKR SPRINKLER JS JANITOR SINK ST STORM PIPING TDH TOTAL DISCHARGE HEAD TOP TOP OF PIPE TOS TOP OF SLAB TS TAMPER SWITCH TYP TYPICAL UON UNLESS OTHERWISE NOTED UP UP (PENETRATES FLOOR SLAB) VB VACUUM BREAKER Z ZONE PIPING LEGEND FIRE PROTECTION Y STRAINER WITH BLOW OFF VALVE FIRE WATER SUPPLY F FLEXIBLE CONNECTION SPRINKLER PIPING SP 100 FIRE STANDPIPE FSP SPRINKLER DRAIN PIPING DR SEISMIC JOINT DRY SPRINKLER PIPING DSP LEGEND FP00-01 Y STRAINER WITH BLOW OFF VALVE FP02-01 ► FLEXIBLE CONNECTION WATER RISER MA& 100 (H) (X)( L) EXPANSION LOOP SIZE WI RISER NO. SEISMIC JOINT METER Dk POST INDICATOR VALVE PIV 9 SHOCK ABSORBER 9 VACUUM BREAKER !M MANUAL AIR VENT '_M QA AUTOMATIC AIR VENT lr PRESSURE GAUGE AND COCK TAG SHEET NOTE NUMBER THERMOMETER ► 4 7 4 WATER FLOW SWITCH FIRE HOSE VALVE RUNNING TRAP O O —101 BASKET STRAINER VALVE (SPECIFICATION FOR TYPE) DQ NI CHECK VALVE nnn :: ; ROOF MANIFOLD CHECK VALVE WITH ABD N SOLENOID VALVE 11. 41 PRESSURE REDUCING VALVE DA EXISTING FIRE HYDRANT OS&Y (OUTSIDE SCREW & YOKE) VALVE TAMPER SWITCH AUTOMATIC FLOW CONTROL VALVE [RI 6 i BUTTERFLY VALVE (MANUAL) GLOBE VALVE [X1 ACV CALIBRATED BALANCING VALVE rkl DRY PIPE VALVE WI ALL RELATED APPURTENANCES BALANCING VALVE DLJ VALVE WITH TAMPER SWITCH DKr --II-- GAS COCK VALVE JQ SEISMIC VALVE DOUBLE CHECK VALVE ASSEMBLY RELIEF VALVE ISI D DOUBLE DETECTOR CHECK ASSEMBLY ANGLE RELIEF VALVE DDCA --I I-- # UNION NODE REDUCER ► I MISCELLANEOUS FP00-01 ECCENTRIC REDUCER (E.R.) FP02-01 ► P = SAN, VENT STACK OR DOMESTIC ST = STORM DRAIN LEADER RISER F = FIRE STANDPIPE RISER WATER RISER 100 RISER PUMP WI RISER NO. DESIGNATION METER EQUIPMENT EQUIPMENT N0. M j (EQ )EQUIPMENT NO alk DETAIL DESIGNATION '_M DETAIL NUMBER DWG. SHEET NO. 0 lr TAG SHEET NOTE NUMBER ► 4 7 A REVISION NUMBER FIRE HOSE VALVE LEGEND (CONTINUED) FP00-01 ECCENTRIC REDUCER (E.R.) FP02-01 ► FP02-02 SLEEVE = PUMP Mel l METER M WATER HAMMER ARRESTER FLOOR DRAIN, AREA DRAIN, PLANT DRAIN, GARAGE DRAIN ® % 0 POINT OF CONNECTION (NEW TO EXISTING) FIRE DEPARTMENT CONNECTION ► 4 7 FIRE DEPARTMENT TEST HEADER FIRE HOSE VALVE i>aD —1-x-] FIRE HOSE VALVE CABINET —DQ -J FIRE DEPT. HOSE VALVE WI CAP & CHAIN nnn :: ; ROOF MANIFOLD SPRINKLER FLOOR CONTROL VALVE ASSEMBLY 11. 41 CC EXISTING FIRE HYDRANT 0 TAMPER SWITCH SMOKE DETECTOR ABOVE FLOOR ;S_, SMOKE DETECTOR BELOW FLOOR ALARM CHECK VALVE WI ALL RELATED APPURTENANCES ACV DRY PIPE VALVE WI ALL RELATED APPURTENANCES DPV DELUGE VALVE WITH ALL RELATED APPURTENANCES DLV DOUBLE CHECK VALVE ASSEMBLY DCVA DOUBLE DETECTOR CHECK ASSEMBLY DDCA # HYDRAULIC REF. POINTS # ELEMENT NODE 0 UPRIGHT SPRINKLER HEAD 0 PENDANT SPRINKLER HEAD 0 CONCEALED PENDANT SPRINKLER HEAD D SIDEWALL SPRINKLER HEAD EXTENDED COVERAGE SPRINKLER HEAD BOTTOM PIPE CONNECTION TOP PIPE CONNECTION VALVE IN VERTICAL C PIPE DOWN PIPE UP 0 CAP [ CHANGE IN PIPE ELEVATION 0-0 ARROW INDICATES DIRECTION OF FLOW SLOPE 1 PITCH PIPE DOWN IN DIRECTION OF ARROW \ nu(7.�""?,�S'" INSULATED AND HEAT TRACED PIPING Tugu uuu uU uuui� U FRESH AIR INLET d WALL HYDRANT I] FIRE PROTECTION GENERAL NOTES 1. Drawings: a. The intent of the fire protection drawings presented it to provide a qualified fire protection contractor with conceptual information to diagrammatically show potential system arrangement, only. The fire protection equipment and device location is for reference purposes only. The contractor shall confirm all structural, and equipment interferences prior to system fabrication and installation. The contractor shall provide any additional piping, valving, specialties, alarm homs/bells, indicating strobes, tamper switches, accessories, sprinklers, materials, labor, engineering, or components required for a complete and code compliant fire protection system at no extra cost, whether or not shown on bid drawings. b. The contractor shall review the architectural drawings and field verify all information. If there are any discrepancies, the contractor shall coordinate and review them with the architect, prior to proceeding with the work. c. The route of fire protection mains is intended to utilize the most efficient space available and to avoid interference with other building equipment and systems. Field verify actual routing of mains prior to beginning fabrication and installation. d. The contractor shall be responsible for preparing all shop and permit drawings showing the actual size and locations of all work and supporting calculations in accordance with applicable NFPA codes and standards, as well as the directives for submittal by the local authority having jurisdiction, Owner's property insurance carrier loss control standards and guidelines, and specifications. e. Refer to ductwork and lighting drawings for coordination and see mechanical specifications for further information and additional requirements. f. Do not scale drawings for dimensions not indicated. Refer to the architect for resolution for any dimensions not indicated. Where conflicts between these conceptual drawings and the specifications occur, the specifications shall apply. h. Unless otherwise noted, it is the intent of these documents to provide an approved automatic sprinkler system throughout the entire project. 2. Contractor Responsibility: a. The contractor shall refer to fire protection specifications. For additional specification information, refer to architecture drawings. b. The contractor shall be responsible for obtain and verifying flow test data in the preparation of hydraulic calculations. Coordinate the time and date of the test with the applicable water utility official and architect at least five (5) working days prior to conducting the test. Water supply test information available at the time of the preparation of this bid set includes: i. Location of Flow Test : TBD. ii. Location of Pressure Reading : TBD iii. Static Pressure : XX PSI iv. Residual Pressure : XX PSI v. Flow : XXX gpm vi. Available Flow at 20 psi : XXX gpm c. The contractor shall be solely responsible for the design and installation of the fire protection system in accordance with all applicable codes and requirements, including but not limited to applicable NFPA codes and standards, local authorities having jurisdiction, Owner's property insurance carrier loss control standards and guidelines, and owner -specified direction. d. The contractor shall obtain approvals from the local authority having jurisdiction, Owner's property insurance carrier as applicable, and the project architect prior to installation. The contractor shall submit applicable shop drawings, calculations, and manufacturer's materials data sheets only after approval by other authorities. e. Only drawings approved and stamped by the Fire Marshal's Office shall be used for installation. f. Final permit drawings shall be prepared, stamped and signed by a State of Washington Automatic Sprinkler Design Certificate of Competency (NICET 3) holder. Provide all makes and models of all devices on all shop drawings. All equipment and materials furnished by the contractor, labor, and testing performed herein shall be in accordance with the applicable building and fire code, including local ordinances and amendments, Owner's property insurance carrier loss control standards and guidelines, and the specification. i. Permits, inspections, certificates, approvals, and licenses required for the work shall be provided by the contractor, including all fees and expenses incurred. The installation of fire protection shall permit safe personnel accessibility for required inspection, testing, and maintenance. g. g. h. J• DRAWING LIST FP00-01 FIRE PROTECTION LEGEND AND ABBREVIATIONS FP02-01 FIRE PROTECTION FLOOR PLAN - LEVEL 01 FP02-02 FIRE PROTECTION FLOOR PLAN - LEVEL 02 � E311 �o r— Il• ,' �•� r'%'t:i'r ie Y3"g� @ a RECEIVED1�;: CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ,� WSP• FLAC K-I-KURTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title FIRE PROTECTION LEGEND AND ABBREVIATIONS Sheet FPOO-01 Copyright © 2012 Perkins+Will D c B A 5 1 4 3 2 1 5 4 3 2 1 D c B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions ED FOR �PLIANCE DVED X2015 r ukwila DIVISION A NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S1 1 1 6 2 0-07 Drawn JZB Checked JAW Approved CGH IIEWE Title DDLETON, INC. Sheet S502 Copyright © 2012 Perkins+Will NOTES: 1. CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF ALL BEAM PENETRATIONS WITH MECHANICAL DRAWINGS. ALL PENETRATIONS LARGER 0 1" RADIUS typ• — D/3 CORNERS z > 3/b x/ 3_6 \ HOLES MAX. FACE OF SUPPORTING MEMBER 3" MAX STANDARD BEAM f/ Size Schedule M , , 1V per CONNECT/ON SCHEDULE 1"RADIUS CORNERS z THAN 2"c1) SHALL BE SHOWN ON SHOP DRAWINGS OR SKETCHES AND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. FIELD GUTTING NOT I / 3/16 V BEAM SIZE NO. OF BOLTS PLATE WELD PLAN \ VP 1 D/3 HOLES MAX. Q PERMITTED WITHOUT APPROVAL. OPENINGS MAY OCCUR IN MIDDLE HALF OF BEAM LENGTH ONLY. Q Ci N. • i2. (> _ C top $ bot. 4 ea. side (A325N) THICKNESS SIZE U.O.N. COL. PER > H55 BEAM PER PLAN t.o. beam \- 1'/4' I S < @ 3 oc 4_ BEAM 512E PER PLAN WS W10 34u4, 2 14. 3j6 m 12' 0* SEE 1/5-502 FOR OPENINGS OUTSIDE THIS AREA. z - I ° W12,1114 3/4'cP 3 1/41 :' 3/6: 1a 1 or 25 x 3. NO GUTTING SHALL OCCUR IN TOP OR BOTTOM QUARTER OF BEAM DEPTH. Q 5" 2/3 D 5" \ 4" MIN. ° ° 0 i el. per plan 1 �4' W16 3/4'cp 4 '/4' 3/16' �, [a _ . HOLD ..' 51 7, 4. ADJACENT OPENINGS SHALL BE SPACED AT THE LE55ER OF 12" OR 2.5x W18, W21 3/4'� 5 %4' 3116' /°> 3 V �6 2 ea. corner 1. PENETRATIONS BEAM PENETRATION 2. EDGE OF OPENING CONNECTION SHALL eAT / MAX. MEET CRITERIA DETAIL - SEE 3/5-502 SHALL BEA MINIMUM EACH END. f DOUBLER ONE NOTES 1, 3, 4, 5, AND 1 OF 16" CLEAR FROM 'r ft r8' SIDE, U.O.N. OF TYPICAL EDGE OF BEAM 5022 1 .� LARGER OPENING SIZE, EDGE TO EDGE. I / 1/4 2/3 D MAX. z 5. MAXIMUM SIZES OF OPENINGS SHALL BE 0/3 4) OR D/3 x 2/3 D. SHEAR PLATE SIZE NOTES: AND BOLTS PER 1. SEE 12/5-502 FOR HIGH LOAD CONNECTIONS SCHEDULE (SEE LEGEND ON PLAN SHEETS) OR WHERE DETAILS. SPECIFICALLY NOTED ON PLAN BEAM PER PLAN -/ Q 6. NO OPENINGS SHALL OCCUR WITHIN 12" OF AN ADJACENT BEAM CONNECTION. 1. REQUIRED OPENINGS NOT MEETING ABOVE CRITERIA SHALL BE SUBMITTED . TO ENGINEER FOR REINFORCING DESIGN. 5021 3 CONN PER 22/5-502 am— 5159 4 o STD. ROUND HOLES IN PLATE, U.O.N. 5000 6 7 8 < 1114 OR DEEPER INCOMING BEAM PER PLAN 1 t/4"x3" DL o m STIFF. ft EA. SIDE WHERE SUPPORTED BEAM 15 W14 OR DEEPER FACE OF SUPPORTING CONN. . PER 6/5-502 EXCEPT o z / / 3 MAX. MEMBER HIGH LOAD TYP. STIFF AT SIDES INHERE NO ° '- EXTEND DOWN A5 5H011N (USE w S TYP. CONN. PER 6/5-502 v' (2) BOLTS 1- �� CONNECT/ON `- z @ (4) BOLTS @ INCOMING BEAM OCCURS or WHERE SUPPORTING BEAM 15 Ili"' W12 OR SHALLOWER, U.O.N.) BEAM GAGE (%8'N MIN.) BEAM GAGE] (%"4' MIN.)BOLT 3"NO.OF BSM SIZE SIZEWELD B PLATE THICKNESS _� - 12" PER PLAN (A325N-SC) U.O.N. (GR 50) 512E -- _ = .__...4-W12, [SEAM W14 3 , / 6 1/2" 5 „ /6 SEG TION i11 1 �t T INCOMING r per 6/5-502 .N,�� ;z .l 1 %2' i 11/2" TYP. W18, W21 3/4'cp 10 1/2' Sib' BEAMS /N/ STANDARD CONNECTIONS MAX. \ �/! 0 0 0 0 @ 3 oc -� NOTES: 1. PROVIDE MINIMUM OF GLASS A PAYING SURFACE ON ft 4 BEAM WEB FOR 1114 OR DEEPER 2 u.o.n. 3�6 , _ __-- •i._ 1/4' \ °.1 ppo PER 12/5-502 'Y2' INSTALLATION OF SLIP CRITICAL BOLTS. _ 2. HIGH LOAD CONNECTION REQUIRED ONLY WHERE SPECIFICALLY NOTED ON PLAN PER SCHEDULE (GR.50) (SEE LEGEND ON PLAN SHEETS) OR DETAILS. per 0 ° BEARING f �: , typ. /4 r��� ft size schedule 1.1_11111P STEEL COLUMN TYP. STIFF ft. AT SIDES WHERE NO � PER PLAN > < per ft. THICKNESS 4 BOLTING PER I►INCOMING m BEAM12/5-502 (USE TYP. CONN. PER OCCURS 12/5-502 WHERE SUPPORTING I INHERE BEAM BEAM 15 W12 OR SHALLOWER, U.O.N.) SECT/ON 2 AT INCOMING STOPS INHERE R B M E E E`�` CONT/NUOUSPER 5009 10 o-0 SLIP CRITICAL BOLTS SCHEDULE IN 5001 STD. ROUND HOLES 12 13 \ f to COI. i► • BEAM 4 COL. �I per 6/5-502 \(per 12/5-502 at r high load /6"x3 conns.) ft 2"xo'-i" vv (2) 34%) BOLTS @ 3"oc PLAN -502 BEAM PER BEAM BOTH SIDES < pperer 6255 502 at WHERE OCCURS 5/6 r stiff. 5 �6 w. stiff. fi' to col. =COL. q, U.O.N. — r high load conns.) g �' `, ' �' 0 STEEL COLUMN PER PLAN (SECTION 1 NP. �,; �� BEAM =COL. q, U.O.N.BEAM 1 TIE WS or 1110 BEAM , 1: 2 PER PLAN i __, `, 1 ° _, `; BEARING f '/2' 1 /4 r .1►. I El m_ PLAN V/E/N �� �_ PLAN Y/EKY \ ° 1 ° �,� 5/16 1 shear I. to stiff. f� shear ft. to stiff. f top bot. -- SRI 6 5Bo2T(P)=R 1�/5-502 '� ---5-- -=� -- - AT _ GAP ft %2', U.O.N. "�— FACE MEMBER OR 12/5-502 r top $ bot. - Size per6. 6/5-502 or 12/5-502 OF SUPPORTING ____i__;/TYP/CAL PER 6/5-502 FACE MEMBER -size 6/5-502 or 12/5-502 OF SUPPORTING PER 6/5-502 Y2' '/4' WHERE HIGH INDICATED LOAD CONNS. PER PLAN BEAM PER PLAN BEAM PER PLAN (4) BOLTS BEAM GAGE (50 MIN.) OR DETAILS) `—"� AT 118 41 kY10 BEAMS (H55 WHERE OCCURS) It SIZE 4 BOLTING PER 6/5-502 (PER 12/5-502 WHERE HIGH SECT/ON 16 LOAD CONNS. INDICATED ' 0 1 ° 10 °' 001 PER PLAN OR DETAILS) STIFFENER ft (GR. 50) AT 'S, 3/" /6 > <b05. CONN. PER DETAILS AT RIGHT PLAN ft. SIZE 4 BOLTING PER 6/5-502 (PER 12/5-502 AT HIGH LOAD CONNS. WHERE INDICATED5016 PER PLAN OR DETAILS) PLAN SHEAR f ft (GR. 50) SHEAR f .'5, TOP 4 BOT. f� SIZE 4 BOLTING PER 6/5-502 AT Vis' -, ~ ~ 50.1,3 50.12 / 17 18 8 0 0' VIEW 0 0� VIEW 0 19 1/2' %2' o 0 ° 0 .. ° 0 0 0 0 0 0 J V o 0 ° CAP ft AT TOP __If OF COLUMNS, U.O.N. BEAM BOTH SIDES OCCURS per 6/5-502 (per 12/5-502 at _, 6/5-502 STIFFENER 6/5-502 > < per „----e---...,,/11--\.WHERE ft PERper < (per high 1 high load conns.) DETAILS AT RIGHT 12/5-502 at load conns.) 4" WHEN q1/2' < bf <_ 111/2" 11,-- '1--- STIFFENER ft 3/" (GR. 50), 5" WHEN 111/2' < bf <_ 131/2" 6" WHEN bf > 131/2"�+ 3 bf TOP $ BOT. bf , _ _0 000 0 0 ° 0 �,J AT TOP OF COLUMNS f ELEVATION HIGH LOAD GONNEGT/ONS $ STANDARD ELEVATION CONNECT/ONE it AT HIGH LOAD CONNECTIONS (OMIT WHERE H55 NOMINAL =- CONN. PER 6/5-502 WHERE OCCURS BEAM PER PLAN fl. SIZE 4 BOLTING WALL THICKNESS EV\ EXCEEDS %")REV • ' CODE CO` STANDARD CONNECT/ONS IN/ bf s 9 . " JY/ bP ? 9 J" IPPR 5026 21 STEEL COLUMN , PER PLAN OR BRACED FRAME ELEVATION PER 6/5-502 (PER 12/5-502 WHERE HIGH LOAD CONKS. INDICATED PER PLAN OR DETAILS) per 12/5-502 i > APR 0 • City of BUILDING 5024 22 PLAN Y/EIV e 14' CAP AT TOP OF COLUMNS, U.O.N. 25 26 27 NOTE: OFFSET BOLTS VERTICALLY A5 REQ'D WHERE H55 OCCURS ON TWO ADJACENT SIDES OF COL. OR WHERE BEAM CONN. PER 30/5-502 OCCURS ON OPP. SIDE yr HIGH LOAD CONN. PER 12/5-502 WHERE INDICATED ON PLAN OR DETAILS (SEE DETAIL AT LEFT I� ft SIZE 4 BOLTING PER 6/5-502 , U.O.N. per 6/5-502 < STRUT BEAM PER PLAN, I I I WHERE HIGH LOAD CONNS. 12/5-502 > at standard conns. EA. SIDE 1 > < per OCCUR ON OPPOSITE SIDES OF COL.) BEAM PER PLAN I STEEL COLUMN PER PLAN 1 I V ..• i.-...`� %4' - = ) CAP Ft AT TOP OF COLUMNS ° • 110 0 0 0 PLAN VIEW T 0 0 1 1 1 , 1 0 0 O 0 ° 1O I ° ; �' iiiir-� • l / _Aa lk I,. -J 01 ° ° ,,i,k, . \ 1 I o '- 3�64ii alt. conn. if oversized MEMBER EACH SIDE WHERE OCCURS �4"x < STEEL COLUMN KERF f SIZE BOLTING PER PLAN STEEL COLUMN PER HIGH LOAD CONN. bolt holes are used ft H55 WIDTH W/ (4) 34" 4' A301 BOLTS 3"Oc SCHEDULE OF 12/5-502 PER PLAN fE PER PLAN VIEW F FE for erection adjustment 3 r or if bolts conflict w/ � window placement 'I @ ((2) BOLTS AT q COL. FOR <_ 5" MEMBERS) 5028 28 ?WERE HIGH LOAD CONNS OCCUR ON b(3.%0TYP/GAL REID M OPPO5/TE 51.0E5 OF AN H55 OR PIPE COL. 3018 30 5 4 3 2 1 D c B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions ED FOR �PLIANCE DVED X2015 r ukwila DIVISION A NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S1 1 1 6 2 0-07 Drawn JZB Checked JAW Approved CGH IIEWE Title DDLETON, INC. Sheet S502 Copyright © 2012 Perkins+Will vicv«L; 10 i 1.1.10. IL riv R-1 LED DUCT - SEE MECHANICAL WD -4 SQFFIT TO MATCH WDC -1 PAINTEII] GWB FASCIA AND SOFFIT, P-2 1 a. 1■■■■■■■■�I■■ImmovrIFT2411:___ 416 wAsmio R-3 I 1 1 I Mir■ ZINC FASCIA. ZN-1 EXPOSED CROSS LAMINATED TIMBER DECKING, WD -1 STRUCTURAL GLAZING SYSTEM GLU-LAM BEAM, WD -1 AESS STEEL COLUMN AND BEAM, PAINTED P-5 SUSPENDED WOOD ¶EILING, WDC -1 PAINTED PLYWOOD OVER METAL DECK, P-2 SPRINKLER MAIN - SEE FIRE PROTECTION DWG'S 4 MINIUM WALL SECTION AT COMMUNITY MOSAIC, EAST MEN 1• MOM ■ ■ ■ d CI • TERRA COTTA HEADER, SIM. TO W-1 WALL ASSEMBLY HSS, SEE STRUCTURAL TERRA COTTA SOFFIT BEYOND STRUCTURAL GLAZING SYSTEM, GL -1 R-1 R-2 osellENNI mmosommumsmisms Mai NAM W-4 ER FT. MIN. RECESSED SIDEWALL SPRINKLER HEAD WITH CUSTOM FINISHED ESCUTCHEON TO MATCH METAL PANEL METAL PANEL IN CURTAINWALL SYSTEM STRUCTURAL GLAZING SYSTEM GLU-LAM BEAM, WD -1 PAINTED AESS STEEL COLUMN AND BEAM, P-5 R-3 i1 �. 441444444444444444144 ER �.�:_ , � Ili ► r ZINC FASCIA, ZN-1 CROSS -LAMINATED TIMBER DECKING, WD -1 VERTICAL GLASS ACCENT / SHADING FIN - SEE EAST ELEVATION FOR EXTENT TERRACE PAVING 4 e • of&o0o411oOo•ciDO c Ac` 1/2" =1'-0" SILL (u, CLERESTORY 312 -8 —�- ■■■■■.a■■■i■ ■■.i■■■■■■■■■■■■■■ \ 4444A44 44W444‘W iV4-uDER F1 )oUoUCID(_) C:2( _JOU CDU CDU CDU WALL SECTION -MEETING ROOM AT RAINSCREEN 1/2" =1'-0'• CLERESTORY GLAZING BLOCKING FOR GUTTER CEILING AS SCHEDULED CONCRETE FOOTING - SEE STRUCTURAL TERRACE PAVING LEVEL 01 46, 297' - 0" F1 A5 A11-21 B3 A11-21 C2 A11-51 D1 TUBE STEEL OUTRIGGER TERRA COTTA HEADER, SIM. TO W1 WALL ASSEMBLY TERRA COTTA SOFFIT STRUCTURAL GLAZING SYSTEM BEYOND NARROW STILE ALUMINUM AND GLASS DOOR IN STRUCTURAL GLAZING SYSTEM CONCRETE SLAB AND FOOTING, SEE STRUCTURAL TERRACE PAVING, PT -3 9• 9 J WALL SECTION AT MEETING ROOM, EAST 1/2" =1'-0" C -8D INTERIOR 1/4" PER FT. SLOPE, MIN. SLOPE TO DRAIN SLOPE TO DRAIN ENLARGED PLAN AT CLERESTORY CLERESTORY GLAZING, GL -1 LINE OF UPPER ROOF ABOVE EDGE OF MEMBRANE GUTTER METAL COPING, EP -14 EDGE OF ROOF A5 A11-5»/ T.O. ROOF - EAST 320' - 71/2" SILL @ CLERESTORY 312'-8" / • ENLARGED ELEVATION AT MEETING ROOM, EAST 1/2" =1'-0" MEETING ROOM CLOSET CONCEALED DOWNSPOUT B2 EXTERIOR TERRACE PAINTED AESS STEEL COLUMN, P-5 4 -PANEL SLIDING DOOR COMMUNITY MOSAIC LEVEL 02 oilL 307' - 6" LEVEL 01 297' - 0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION A00-11.1 �D5 J b .1 ENLARGED PLAN AT NE CORNER OF MEETING ROOM 1/2" =1'-0" UNE OF ROOF ABOVE PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title A ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS Sheet A 1 1 -2 1 Copyright@ 2012 Perkins+Will 4 L1-17 (R9)DOWN (R10)UP L1-17 (R9)DOWN (R10)UP SEE MEZZANINE.:. LIGHTINGPLAN BELOW:: 5 I 4 LIGHTING FLOOR PLAN - LEVEL 1 HIGH CEILING7 SCALE: AS INDICATED 0 4 8 1 inch plotted If measurement is other than 1 inch then the plot is reduced. 16 24 Feet 14:>-1w—� L1-2 (F05) L1-2 to= -1 L1-2 to- 1 L1-2 to --I L1-2 L1-2 • Fo---1 GENERAL NOTES: 1. EACH AREA TO HAVE SEPARATE ZONE OF CONTROL. 2. DECORATIVE PENDANTS L09, LO9A, AND F07 TO BE CONTROLLED SEPARATE FROM GENERAL LIGHTING. 3. PROVIDE PHOTOCELLS FOR PRIMARY AND SECONDARY DAYLIGHT ZONES IN ALL DAYLIGHT AREAS 4. CONCEAL ALL RACEWAYS IN OPEN CEILING AREA. FLAG NOTES: PENDANTS MOUNTED AT VARIOUS HEIGHTS. F07 FIXTURE TYPE SURFACE MOUNTS TO SLOPED CEILING. SURFACE MOUNTED ABOVE LOWER CEILING TO UPLIGHT SLOPED CEILING AT CLERESTORY. WALL MOUNTED TO UPLIGHT SLOPED CEILING AND PROVIDE DOWN LIGHTING COUNTER BELOW. MOUNTED ABOVE WINDOWS. SURFACE MOUNTED ON TOP OF LOWER CEILING TO UPLIGHT UPPER CEILING. FORWARD THROW ASYMMETRIC OPTICS ORIENTED TOWARDS CENTER OF CEILING/ROOM. WALL MOUNTED AT 15-0"A.F.F. TO UPLIGHT SLOPED CEILING AND PROVIDE DOWN LIGHTING BELOW AT DESK. SURFACE MOUNTED ON TOP OF WINDOW BOX TO UPLIGHT UPPER CEILING. FORWARD THROW ASYMMETRIC OPTICS ORIENTED TO HIGHLIGHT SLOPED CEILING. RECESSED INTO CEILING TO PROVIDE EGRESS LIGHTING AT DOOR. PROVIDE OVERRIDE CONTROL SWITCH FOR ALL EXTERIOR LIGHTING (RELAYS R19 — R24) P MOUNT 3 WAY SWITCH AT BOTTOM OF STAIRS (F17) L1-2 (X3), 2 to -4 7.I L1 2 to-4COORDINATE ,(TO) 5 LOCATIONS WITH 2 , 12 MECHANICAL DUCTS AND PIPES X3)2 .,. (� . (F05) w .-a Io -1 L1-2 L1-2 (X3) L1-2 - PILOT LIGHT TYPE SWITCH AT TOP OF STAIRS LIGHTING FLOOR PLAN - MEZZANINE: CEILING SCALE: AS INDICATED 3 2 RECEIV\E D CITY OF TUKWILA OCT 1 4 2014 PERMIT CENTER /,`` �ti`F^• D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ELA Lighting Design and Consulting SPAKLING WORK TOGETHER I STAND APART VEL 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 zvww.sparling.com CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn Checked Approved Title LIGHTING FLOOR PLAN - LEVEL 01 Sheet E03-02 & RS\ULJ KW HUNLQ NOTES: PERKI N 5 +WILL A11-10 1. READ NOTES FROM RIGHT TO LEFT 2. TEMPERED GLASS WHERE INDICATED WITH (T ) 3. SEE ENLARGED ELEVATIONS FOR ADDITIONAL INFORMATION ZINC FASCIA, ZN-1 METAL FLASHING, EP -1 T.O. ROOF - EAST 320' - 5" METAL EDGE AT T.O. WALL, EP -2 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com 14380 Tukwila International Boulevard Tukwila, WA 98168 PERFORATED ALUMINUM PLATE HORIZONTAL SUNSHADE, EP -1, TYP. (SHOWN DASHED FOR CLARITY) —~— TERRA COTTA RAINSCREEN CLADDING SYSTEM, TC -1 OnARY- — 6" STAINLESS STEEL PIN - MOUNTED LETTERS TUKWILA INT. BLVD __.—WALL HYDRANT TERRACE LEVEL 01 296 88 CONCRETE REVEAL STRUCTURAL BRACED FRAME BEYOND GLASS, SEE STRUCTURAL STRUCT. SEALED GLAZING SYSTEM, TYP. MOTORIZED AWNING WINDOW, TYP. OF (4) ARCHITECTURAL WATERPROOF CONCRETE, TYP. CONTINUOUS ALUMINUM LOUVER, EP -1 T.O. ROOF - EAST 320' - 5" REMOVABLE LOUVER FOR FUTURE MECH. EQUIPMENT REPLACEMENT STRUCT. SEALED GLAZING SYSTEM METAL FLASHING, EP -1 METAL EDGE AT T.O. WALL, EP -2 SILL .' CLERESTORY 312-4" TERRA COTTA IN RAINSCREEN CLADDING SYSTEM, TC -1 LEVEL 02 307' - 2" LEVEL 01 296' - 8" ======11 ■Timom= EQ EQ EQ MontammoolICII= irakilegii=mmold UM1911 EMI(T)(T) L-1 UNO M ZINC ROOF FASCIA, ZN-1 STRUCT. SEALED GLAZING - SYSTEM_ - I STRUCT. SEALED GLAZING SYSTEM pm UNO METAL PANEL, EP -3 CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE LEVEL 01 296' - 8" STRUCT. SEALED GLAZING SYSTEM ALUMINUM DOOR WITH TRANSLUSCENT GLASS LIGHT, GL -3 SPANDREL GLASS WALL HYDRANT FIRE DEPARTMENT CONNECTION, SEE CIVIL AND PLUMBING B5 A11-10 A11-10 A11-10 SKYIGHT ON RAISED CURB FOR CONSTRUCTION ISSUE FOR BID 07/29/2015 04/15/2015 Drawing Issue PERFORATED ZINC WALL PANEL, ZN-2 (IN FRONT OF GLAZING) STRUCT. SEALED GLAZING SYSTEM Revisions JOINTS IN CONCRETE, TYP METAL PANEL, EP -3 CONCRETE REVEALS AT GRIDLINES, TYP PAINTED DOWNSPOUT, TYP. OF (4), EP -1 LEVEL 01 296' - 8" CAST IN PLACE WATERPROOF ARCHITECTURAL CONCRETE ZINC FASCIA, ZN-1 A11-10 A11-10 MOTORIZED AWNING WINDOW, TYP OF (6) ZINC ROOF FASCIA, ZN-1 METAL PANEL, EP -1 4 ASI 019 04/20/2017 3 ASI 018 11/22/2016 2 RFI 086 05/16/2016 1 RFI 029 01/29/2015 NO ISSUE DATE Sheet Information T.O. ROOF - EAST 320'-5" STRUCT. SEALED GLAZING SYSTEM,TYP UNO U.KWitA LBO. SILL @ CLERESTORY Ai EXPOSED WOOD DECKING AT 312'-4" UNDERSIDE OF ROOF, WD -1 METAL FLASHING, EP -1 LEVEL 02 (S),_ 30T - 2" METAL EDGE AT T.O.WALL, EP -2, TYP. Job Number Drawn 7/22/2016 161028.000 Checked REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 6 2017 Approved EXTERIOR BUILDING ELEVATIONS GL -8 GL -7 4/20/2017 12:31:40 PM L07 LIGHT FIXTURE, TYP OF (4) ELECTRICAL OUTLET 6" STAINLESS STEEL PIN - MOUNTED LETTERS L ACCENT SPANDREL LIGHT FIXTURE GLASS, GL -5A BOOK DROP — METAL PANEL, EP -1 TERRA COTTA RAINSCREEN SYSTEM, TC -1 PERMIT CENTti-i Copyright © 2015 Perkins+Will D c B A 5 1 4 1 3 1 2 1 1 2 3 14" COL. BEAM PER PLAN BEAM PER PLAN OR BRACED FRAME ELEVATION W/ q SEAM BEAM PER PLAN ' MAX' KERF ft. %8'x12" IN/ (3)3/4' SLOPE VARIES PER q GOL. BEAM PER PLAN GAP iP AT TOP OF COL. U.O.N. KERF ft. CONN. PER 6/5-504 ROOF SHEATHING $ NAILER PER 26/5-504 STIFF. A301 BOLTS @ 3"oc COUNTERSINK BOLT HEADS PLAN (OPP. SLOPE AT 51M.) ROOF SHEATHING 4 DECKING PER PLAN SLOPE VARIES PER PLAN (OPP. SLOPE DECKING PER PLAN ft. EA. SIDE PER 10/5-502 A5 REGD. IN EXTERIOR WALLS VARIES 4, AT SIM.) ROOF SHEATHINGSLOPE DECKING PER PLAN L4 -PER PLAN (OPP. AT SIM.) 4- 0$ _ —ary 0_ ° -- — _- 9 BEAM PER PLAN W/ NAILER PER 28/5-504 s Y2'• I '/4 GAP it PER 21/5-502 e CONN. PER 30/5-502 BEARING ft CONN. STIFF ft. BEAM PER PLAN IV NAILER PER 25/5-504 3/4'x5" COL. PER PLAN (SLOPES AT 51M.) PER 6/5-504 COL. PER PLAN > 6" 1 BEARING It - DAP INTO BEAM OR BRACED FRAME ELEVATION /4 '/4 STD. VERT. SHORT FOR GALL-OUTSo/ 516 6 5 .i 1 ' Y2' SLOTTED HOLES I 51 1 6 IN COMMON SEE DETAIL 5/5-504 /E\ 4 5 ft.x BEARING it. WIDTH x KERF ft. HEIGHT KERF ftO NOT SLOT BOD . OLE B SECTION 3/8'x10"x1'-6" 0 BEAM PER PLAN 1/4"x4" HORIZ. LEG OF 4 BEAM PER PLAN 5/8"(1) LAG SCREWS It W/ (3) 3/4cP BOLTS , 2 INT PER PLAN WT PER PLAN @ 6"oc // /s COPE FLANGE A5 PER A•_,,,,REQP. FOR CONN. BEAM PER PLAN 3/8'cP LAG SCREW @ 12"oc (EMBED 3") @ 15 oc EA. SIDE - - —� 1 � it. W/ (2)3/4"(1) BOLTS @ 3"oc /6 - - 0 0 � i �� - STAGGER ROWS 6 " I:TRR0 - WS q° __ . ,_-- I _ .,___�,__ �___ _-_ _ t..._... = 1 ao 1 .- ' 1 i ' 1 / OD ® I I ROOF SHEATHING $ DECKING PER PLAN A ROOF SHEATHING 8 t ROOF SHEATHING 4 DECKINGR PLAN TRUSS 3/e J` DECKING PER PLAN PLAN 1 W/ ROOF SHEATHING 4 DECKING PER PLAN NAILER $ CONN. PER 26/5-504 j SFGT/ON 4 PER PLAN i STUDS PER 25/5-504 1 ' , ' I 41" v. -< BF AND CONN. I PER ELEVATION AND 10/5-W2 4 28/5-W2 51-0 /a\ 8 OR TOP CHORD BEAM PER PLAN BEAM PER PER PLAN 51 69 B 9 5100 B 12 FOR GALL -OUTS IN COMMON 5EE DETAIL 1S/5-504 5168 /B\ 10 5101 /3 11 CONN. .—ICV 11,, 2 2x RIM PER PLAN ARCM_ - 5EE III PER PLAN 1111 PER PLAN C PER PLAN ' 3/44) 0 ft. /8 W/ (6) BOLTS `V 1 ° ° ROOF SHEATHING 4 FRAMING CONN. PER 30/5-504 4x BEAM PER PLAN (BEYOND) 6, 5 ° /6 3 GOL. PER PLAN DECKING PER PLAN PPR BEVELED PLATE RIPPED TO MATCH b.o. deck L q COL. PLAN FLANGE WIDTH DIAPHRAGM NAILING CONN. PER ROOF SHEATHING DECKING 30/5-504 4BOUNDARY PER PLAN PHRAGM DAR' /ILIN G• PER 12/5-502 , TVP. BEAM SFGT/ON el. per plan -_ _ L=„....--=_,----- - - _ _ - - - - - ------_ _ _� - - - - - - - I I - I I BEAM CONN. TO COL. 0 PER PLAN GOL. CONTINUES fWHERE OCCURS I 1 PER 23/5-504 CONN. PER 28/5-502 4i r =4] 5LT-3 GLT WALL PANEL - -- - — -- b.o. deck m ; GAP ,,,. ��,_ — - q COL. GRID WHERE OCCURS r" " —BEAM OPE. SIDE WHERE OCCURS ���� I 1 5EE ARGH'L FOR EXTENTS el. per plan NO PER 101 NAILER 4 CONN. PER 18/5-504 cn SHORE PRIOR OF A5 REGD. TO INSTALL WF ABOVE GAP TO ACCOMODATE BEAM PER SECTION L__ I 1 ORIENT OUTER ( LAMINATIONS VERT. NAILER CONN. PER 28/5-504 !I 3/" DEFLECTION OF STRUCTURE 1/2" 1 GAP AT "SIM.", i i � EXCEPT USE 4GA,TRACK ai .-. 1 1 PLAN i i I i i i i i BEAM PER PLAN i 0 i � ° ° �L___ _ ,, ; W/ STUDS I# SCREWS 2 oG BEAM PER PLAN OR BRACED FRAME 3/4' t/4 %4' TO BSM PER PLAN GAP FOR DEFLECTION OF `� 0 o ' ELEVATION BEAM PER PLAN A�-� WINDOW SYSTEM PER ARGH'L fit. /2'x8° 1'-10" f MATCH i OPE. SIDE PPR 28/5-504 i i STUDS PER DETAILS OF LEVEL BPL• /3\ 18 r --` / � / �/ � W.P. I COL. FOR GALL -OUTS IN COMMON SPE DETAIL 11/5 -504 -1 STRUCTURE 5115 -►-1- FOR GALL -OUTS 51 1 ,I 51 I I /8'X8"X0'-q Y2' 5 1 6 5 IN COMMON 5EE DETAIL 11/5-504 - `�"V^1- /,\ 1 _±_.,4 1- 17 ` ft. YV (4)3/„, 1 14 V BOLTS @ 4"oc B15 B I► PER PLAN 1 I q SLOPING COLUMN BEYOND ela .21/5-504 p 1-5, o p Ian 4” STUDS FRAMING PPR META1 PER 30/5-101 FOR SUPPORT PANEL - SEE FOR GALL -OUTS IN COMMON 5EE DETAIL 24/5-504 el. per arch'I ' /4a-3/ COL. PER PLAN CONN. PER (PER BRACED FRAME ELEV. WHERE i // / OCCURS) / i / /� BRACE 30/5-503 ft. 1 b , 4 2x2x /4 -COPE TVP. VERT. LEG AT WT FLANGE V5146 GAP ft. /4 COL. PER PLAN s ROOF SHEATHING 4 DECKING PER PLAN DIAPHRAGM BOUNDARY NAILING =` BOLTS / / / PER PLAN : �_ ,_ el. per arch Sx4x /8 PLAN - __ - -H55 ELEVATION l 1:11— _____ ARGH'L jl FOR LOCATIONS %8'x1"XO'-S" ft. (2)3/44' W/ A301 BOLTS 1111111111110 , CND ,� ° 0 BEAM PER PLAN 43/16 - 14.. .-��+ i� ofaur--- AP TOiOF i2' DEFLECTION OF STRUCTURE INSTALL YPRT. OVERSIZED 1' SHORT SLOTTED 2r� (V 5 u IN CENTER HOLES sx1-0 " X14 I ^p @ 5"oG___________ m Ir ° ° W.P. �I BEAM -- . ,� PANEL PER ii L 1 • � ARCH L 0� /4 '' H55 PER PLAN I el. per arch'I __ '� ---- - -• WALL BENT ft. /b x AT WALL ENDS S 36"oc _I 5 I GIP LB400 _ --.1 PANEL PER 14/5-504 - NOTCH OUTER A5 REGD. FOR CONN. IAV/ (2)Y2'� LAG SCREWS @ S"oc EA. LEG (EMBED 234") 5161 20 4 6x4x (LLV) 0 BY THE STEEL EA. STUD W/ (4) (SUPPLIED W/ CLIP) NETWORK *12 SCREWS TO STUD t�`- 16 GAGE 24/5-101 BOT. TRACK PER PLAN CONN. PER 28/5-602 /� AT BRACED FRAMES / P� \ H55 BOTH SIDES 0 5/6 IPER AT WT HANGERS 11 WT 3x6 HANGERS �1 W/ (2)/2"N BOLTS ''' %2'� i i TO 4. SEE ARGH'L (3) sides 3 (WHERE (/� GAP OCCURS) �j4 CFL STUD Iii 2" FOR LOCATIONS NOTE:G1 SHALL DE AE55.EXPOSEELEVATION I 1 4 (3) 0.14" 7 DRIVE TO H55 PINS WINDOW ARCH'L WHERE SYSTEM PER - STUDS CONTINUE OCCURS 5109 24 5175 19/s\ PLAN {t. 5110 23 25 4 Kral BEAM Y2'N Y2' ROOF SHEATHING 4 DECKING PER PLAN 11,. x1414' A55Y GENERAL NOTES x 1" SELF -TAPPING WOOD WS PER STRUCTURAL @ 12"ocSCRESTAGGERED SCREWS EXCEPT BF'S $ PER 30/5-504 @ 4"oc AT STRUTS TYP. DECKING JOINT EA. OVER BEAM CONN. /4'N SIDE OF PANEL JOINT (2)ROW5 OF LAG SCREWS AT DECKING SPLICE JOINT#10 Y2' 1" PLYWOOD CONT. 6.. x WOOD 3 SELF -TAPPING SCREWS T FFP PER 30/5-504 WHERE OCCURS el. varies CPL (COUNTERSINK STUDS @ 12"oc NUTS) STRUT PER PLAN BEAM GAGE/ 12"oc (EMBED 23/4") IN DECKING _ STAGGER ROWS ROOF SHEATHING 4 DECKING PER PLAN 121 B\ 27 / �!" STAGGERED ASSY GENERAL NOTES x 1" SELF -TAPPING WOOD SCREWS STRUGTU' , @ 12"oc C per plan r - - ►at CONT. 4X6 NAILER "' �"- BEVELED 4X6 NAILER BEAM PER PLAN OR BRACED RIPPED TO MATCH ROOF SHEATHING 4 4.0 DECKING PER PLAN 3 24 0 Decking Typical Panel To Panel Con /5\ 5102 29 FRAME ELEVATION FLANGE WIDTH BEAM PER PLAN BRACED REID OR FRAME ELEVATION (UR5P5 �� GRHORDS) 51 03 FOR GALL -OUTS 5969 IN COMMON SEE DETAIL 2S/5-504 /B\ 2 6 FOR CALL -OUTS 5104 IN COMMON SEE DETAIL 30/5-504 28 TW. DECKING OVER BEAM CONN. 3 V 5 1 4 1 3 1 2 1 D c B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title FRAMING DETAILS UMNE r r- 2015 IDDLETON, INC. JAN 23 211 - - r clljl fr,,,, Sheet Lu. S -504 Copyright © 2012 Perkins+Will N 2/26/2013 4:00:44 PM D C B A 5 4 3 2 SHEET NOTES A. GLS/GLR TO BE BURIED 6FT BELOW FINISHED GRADE. B. WELLS TO BE 300 FT. DEEP SPACED 20 FT APART. C. ONE WELL SIZED FOR 1.2 TONS (14.2 MBH) OF HEATING/COOLING CAPACITY. D. BORE HOLES SHALL GO ONLY IN AREAS DEEMED APPROPRIATE BY THE CIVIL AND STRUCTURAL ENGINEERS. BORE HOLES MUST REMAIN A MINIMUM OF 20'-0" APART FROM EACH OTHER. E. FINAL SIZING OF THE GEOTHERMAL SYSTEM BY THE CONTRACTOR. SIZE TO AVOID THERMAL DEGRADATION OVER TIME SO THE ANNUAL PERFORMANCE REMAINS CONSISTENT. F. THE BORE HOLE FLUID SIDE OF THE GEOTHERMAL LOOP SHALL BE AN ENVIRONOL/ETHYL ALCOHOL AND WATER MIXTURE. REFRACTOMETER OR DENSITY TEST FOR PROTECTION TO 25-F, 25% MIXTURE BY VOLUME = 22.9 GALLONS PER 100 GALLONS. NUMBERED NOTES VERTICAL GROUND LOOP WELL (TYP-8) SPACED 20 FT APART ON CENTER AND 6" DIAMETER X 300 FT DEEP TERMINATING 6'-0" BELOW FINISHED GRADE. TEMPERATURE SENSOR LOCATED 15 FT MINIMUM BELOW GRADE. 1 PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library D 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System 3" GLS/R UP TO EC A A ME I E 90WSP • F LAC K+ KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com 4/ PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions GLS 4N -t.4‘._11\ &% MEW 4- + 900 ISSUE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM 11 RECEIVED CITY OF TUKWILA HVAC SITE PLAN JUN 2 1 2013 PERMIT CENTER sEpAi PERM APPR REQUI HVAC SITE PLAN ATE TAND VAL 5 4 3 2 1 Copyright © 2012 Perkins+Will 5 1 4 3 SYMBOLS AND ABBREVIATIONS 2 TELECOM v OUTLET MOUNTED ON WALL FLUSH FLOOR MOUNTED OUTLET (IN FLOOR DUCT SYSTEM CEILING MOUNTED OUTLET 0 0 WAP v 1/0 ■.■ Or A J Nigel WIRELESS ACCESS POINT TELECOM OUTLET TYPES INDICATES QUANTITY OF VOICE AND DATA JACKS. VOICE JACKS USTED FIRST. E.G. 1/0 INDICATES ONE VOICE JACK AND NO DATA JACKS. PULLSTRING ALWAYS PROVIDED. WHERE NO QUANTITY IS NOTED, PROVIDE 1 VOICE JACK, 2 DATA JACKS, AND PULLSTRING. TELECOM - MISCELLANEOUS CABLE TRAY WITH FLANGE SIDE RAILS AND LADDER RUNGS RUNWAY CABLE TRAY BUNDLED CABLE SUPPORT, J—HOOT( SYSTEM LEM TELECOMMUNICATIONS GROUNDING BAR TELECOMMUNICATIONS MAIN GROUNDING BAR FIRE ALARM O SMOKE DETECTOR SMOKE DETECTOR (DUCT MOUNTED) 1e STROBE LIGHT DO SMOKE/FIRE DAMPER CONNECTION HORN AND STROBE LIGHT, FLUSH CEILING MOUNTED D IF 0 FACP FARA FS 0 PIV 5 HORN AND STROBE LIGHT, WALL MOUNTED MANUAL STATION CONTROL PANEL REMOTE ANNUNCIATOR SPRINKLER FLOW SWITCH CONNECTION REMOTE INDICATION UGHT MONITOR MODULE MONITOR POINT POST INDICATOR VALVE SPRINKLER PRESSURE SWITCH CONNECTION SPRINKLER TAMPER SWITCH SPRINKLER VALVE POSITION MONITOR CONNECTION 4 < -- -- ELECTRICAL RISER FEEDER SIZE IDENTIFICATION AVAILABLE FAULT CURRENT IDENTIFICATION GROUND EQUIPMENT o EQUIPMENT CABINET ® EQUIPMENT CONNECTION rr r—r GROUND BAR, LENGTH TO SCALE • , MOTOR CONNECTION, SINGLE PHASE 0' MOTOR CONNECTION, 3 PHASE t2 t3 t4 t t LV to t tPc 0 PC ®C 0 U AC D G GT (.) T AWP PANELBOARDS 208V SYSTEM PANELBOARD LIGHTING SWITCHES AND CONTROLS LOWER—CASE LETTER NEAR SWITCH DENOTES CIRCUIT CONTROLLED (TYP) SINGLE POLE SWITCH DOUBLE POLE SWITCH 3—WAY SWITCH 4—WAY SWITCH KEY OPERATED SWITCH MOMENTARY CONTACT, LOW VOLTAGE SWATCH OCCUPANCY SENSOR SWITCH SWITCH WITH PILOT LIGHT PHOTOCELL SWITCH DIMMER SWITCH CEILING MOUNTED OCCUPANCY SENSOR SWATCH PHOTOCELL CONTROL PHOTO SENSOR CONTROL RELAY, NEC CLASS II LOW VOLTAGE TRANSFORMER RECEPTACLE TYPES MOUNTED 3' ABOVE COUNTER BACKSPLASH DEDICATED CIRCUIT GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT CIRCUIT INTERRUPTER AND TAMPER RESISTANT ISOLATED GROUND TAMPER RESISTANT GROUND FAULT CIRCUIT INTERRUPTER WITH WEATHER PROOF COVER OUTLET MOUNTING HEIGHTS SPECIAL OUTLET HEIGHTS ARE SHOWN ON THE ELECTRICAL DRAWINGS OR ON THE ARCHITECTURAL DRAWINGS. IF SPECIAL OUTLET HEIGHTS ARE NOT SHOWN OR REQUIRED, THEN LOCATE OUTLETS AS NOTED BELOW. OUTLET HEIGHTS ARE MEASURED FROM THE FINISHED FLOOR TO THE CENTERUNE OF THE OUTLET UNLESS OTHERWISE NOTED. RECEPTACLES 18 INCHES (460 mm) VERTICALLY MOUNTED SWITCHES, WALL 43 INCHES (1095 mm) VERTICALLY MOUNTED CLOCK OUTLET 80 INCHES (2035 mm) PANELBOARDS 72 INCHES (1830 mm) TO TOP OF PANELBOARD IF BOX < 68 INCHES (1730 mm) HIGH, OTHERWISE PER NEC 404.8 INTERCOM, WALL 43 INCHES (1095 mm) CARD READER, WALL 43 INCHES (1095 mm) TELECOM OUTLET, DESK HANDSET 18 INCHES (460 mm) VERTICALLY MOUNTED TELECOM OUTLET, WALL HANDSET 43 INCHES (1095 mm) VERTICALLY MOUNTED CATV CONTROL, WALL 48 INCHES (1220 mm) VOLUME CONTROLLER, WALL 48 INCHES (1220 mm) FIRE ALARM PULL STATION 43 INCHES (1095 mm) FIRE ALARM AUDIBLE NOTIFICATION DEVICES TOP EDGE NOT LESS THAN 90 INCHES (2290 mm) AFF AND NOT LESS THAN 6 INCHES (155 mm) BELOW CEILING. 6 INCHES (155 mm) BELOW CEIUNG SHALL TAKE PRECEDENCE WHERE CEIUNG HEIGHT DOES NOT ALLOW BOTH DIMENSIONS FIRE ALARM VISUAL AND COMBINATION AUDIBLE/VISUAL NOTIFICATION DEVICES BOTTOM EDGE SHALL BE AT 80 INCHES (2035 mm) AFF OR 6 INCHES (155 mm) BELOW CEILING HEIGHT, WHICHEVER IS LOWER FIRE ALARM CONTROL PANEL 72 INCHES (1830 mm) TO TOP OF PANELBOARD 3 aRCUITS MCI= palm HAMBY BACKUP N/A t® --I r a 10-1 1-1 0 01 0 N .1 !f Y9 0 FP 10 11 EEMI I I N/A N/A H N/A N/A B N/A izab 11/4-04 N/A —1Z= - N/A I+:+l F—menom1 00 N/A C N/A N/A Ina N/A CIRCUITS 0.0 ®-O 44> 0 v LIGHTING LOWER—CASE LETTER NEAR FIXTURE DENOTES SWITCH LEG (TYP) RECESSED FLUORESCENT FIXTURE, DRAWN TO SCALE SURFACE MOUNTED FLUORESCENT FIXTURE, DRAWN TO SCALE FLUORESCENT STRIP FIXTURE, LENGTH TO SCALE WALL MOUNTED FLUORESCENT FIXTURE, LENGTH TO SCALE (NUMBER OF MOUNTING POINTS WILL VARY WITH FIXTURE LENGTH) RECESSED DOWNUGHT FIXTURE SURFACE MOUNTED DOWNUGHT FIXTURE PENDANT MOUNTED FIXTURE LINEAR PENDANT MOUNTED FIXTURE, LENGTH TO SCALE (NUMBER OF MOUNTING POINTS WILL VARY WITH FIXTURE LENGTH) WALL MOUNTED FIXTURE WALL MOUNTED RECESSED FIXTURE WALL MOUNTED VERTICALLY ORIENTED FIXTURE WALL MOUNTED RECESSED LINEAR FIXTURE, LENGTH TO SCALE EXIT SIGN, FILLED SIDES ARE ILLUMINATED, DIRECTIONAL ARROWS AS INDICATED EMERGENCY BATTERY PACK EXIT WITH EMERGENCY BATTERY PACK CEILING MOUNTED WAU. WASH FIXTURE, OPEN AREA INDICATES DIRECTION OF ILLUMINATION CEILING MOUNTED LINEAR WALL WASH FIXTURE, LENGTH TO SCALE RECESSED ACCENT FIXTURE SURFACE MOUNTED ACCENT FIXTURE MONOPOINT FIXTURE TRACK UGHTING CONTINUOUS LINEAR SOURCE, SEE ARCHITECTURAL FOR ACTUAL FIXTURE MULTI—LAMP ACCENT FIXTURE UNDERCOUNTER TASK UGHT FIBER OPTIC REMOTE SOURCE STEP LIGHT FIXTURE ON NORMAL AND EMERGENCY CIRCUITS NIGHT UGHT FIXTURE IDENTIFICATION, SEE LIGHTING FIXTURE SCHEDULE SITE AND LANDSCAPE LIGHTING LIGHTING STANDARD: FIXTURES, POLE, AND BASE LAMP POST SITE LIGHTING BOLLARD IN—GROUND FIXTURE AIMED IN—GROUND FIXTURE EXTERIOR RECESSED ACCENT FIXTURE EXTERIOR SURFACE MOUNTED ACCENT FIXTURE EXTERIOR SEMI—RECESSED ACCENT FIXTURE EXTERIOR DOWNUGHT FIXTURE EXTERIOR MONOPOINT FIXTURE —o CIRCUITS RACEWAY CONCEALED IN CEIUNG OR WALL HASH MARKS INDICATE NUMBER OF WIRES. #12 AWG WIRE UNLESS OTHERWISE NOTED. THREE WIRES IF NO HASH MARK SHOWN. EXPOSED . RACEWAY IS ALLOWED ONLY WHERE NOTED. HOT (SHORT HASH MARK) NEUTRAL (LONG HASH MARK) GROUND WIRE (JOGGED HASH MARK) EXISTING RACEWAY (IF HASH MARKS ARE SHOWN, PULL NEW CONDUCTORS) RACEWAY BELOW SLAB OR UNDERGROUND RACEWAY UP RACEWAY DOWN RACEWAY STUB—OUT WITH BUSHING CIRCUIT CONTINUATION HOME RUN TO PANEL OR LOCATION NOTED OD JUNCTION BOX Ei PULL BOX CIRCUITS RECEPTACLES ElIERC#NCY NC OIAL 6 it 6 6 4 4 SINGLE RECEPTACLE 120V DUPLEX RECEPTACLE 120V DOUBLE DUPLEX RECEPTACLE 120V SPOT WIRED RECEPTACLE, 120V, TOP SWITCHED RECEPTACLE 208V OR 240V, SINGLE PHASE N/A Q RECEPTACLE 208V OR 240V, THREE PHASE N/A COMBINATION RECEPTACLE 120/208V OR 120/240V, SINGLE PHASE N/A RECEPTACLE 480V, SINGLE PHASE N/A RECEPTACLE 480V, THREE PHASE .ITh 4). SINGLE RECEPTACLE 120V (TWIST LOCK) 4 N/A N/A N/A N/A N/A N/A N/A N/A j► 0 N/A ▪ DUPLEX RECEPTACLE 120V (TWIST LOCK) RECEPTACLE 208V OR 240V, SINGLE PHASE (TWIST LOCK) RECEPTACLE 208V OR 240V, THREE PHASE (TWIST LOCK) COMBINATION RECEPTACLE 120/208V OR 120/240V, SINGLE PHASE (TWIST LOCK) • RECEPTACLE 480V, SINGLE PHASE (TWIST LOCK) 4Y RECEPTACLE 480V, THREE PHASE (TWIST LOCK) (I} CLOCK RECEPTACLE 120V ® SINGLE RECEPTACLE, FLUSH FLOOR BOX L • I IJ • 0 N/A . DDC VFD DUPLEX RECEPTACLE, FLUSH FLOOR BOX DOUBLE DUPLEX RECEPTACLE, FLUSH FLOOR BOX SPLIT WIRED RECEPTACLE, 120V, FLUSH FLOOR BOX FLOOR BOX (DEVICES AS INDICATED) POKE THROUGH (DEVICES AS INDICATED) SINGLE RECEPTACLE, CEILING MOUNTED DUPLEX RECEPTACLE, CEIUNG MOUNTED DOUBLE DUPLEX RECEPTACLE, CEILING MOUNTED CEILING CORD DROP, 120V, SINGLE PHASE POWER POLE MULTI—OUTLET ASSEMBLY (DEVICES AS INDICATED) DUPLEX RECEPTACLE, SURGE PROTECTOR TYPE DOUBLE DUPLEX RECEPTACLE, SURGE PROTECTOR TYPE CONTROLS FUSED DISCONNECT SWITCH (FUSE RATING INDICATED) DISCONNECT SWITCH MOTOR STARTER MANUAL MOTOR STARTER COMBINATION MOTOR STARTER DISCONNECT SWITCH ENCLOSED CIRCUIT BREAKER CONTACTOR PUSH BUTTON CONTROL STATION AUTO DOOR PUSHPLATE EMERGENCY SHUTDOWN MOTOR RATED TOGGLE SWITCH DIRECT DIGITAL CONTROL PANEL RELAY, CONTROL TYPE VARIABLE FREQUENCY DRIVE 2 snee Deny PlonsheetDetSheet/ WORK DEFINITION FLAG NOTE REVISION IDENTIFICATION EQUIPMENT IDENTIFICATION EQUIPMENT IDENTIFICATION DETAIL REFERENCE DETAIL REFERENCE W/ORIGINATING SHEET REFERENCE SECTION REFERENCE SECTION REFERENCE W/ORIGINATING SHEET REFERENCE ELEVATION REFERENCE PROJECT NORTH REFERENCE PROJECT NORTH REFERENCE W/TRUE NORTH REFERENCE NEW WORK EXISTING — — — — FUTURE %xxxx REMOVE EXISTING ELECTRICAL EQUIPMENT GENERAL NOTES 1. COMPLY WITH THE NATIONAL ELECTRICAL CODE AS ADOPTED AND AMENDED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 2. THE LOCATIONS OF ELECTRICAL DEVICES OR UGHTING FIXTURES INDICATED ON ARCHITECTURAL PLANS ELEVATIONS OR SECTIONS TAKE PRECEDENCE OVER LOCATIONS INDICATED ON THE ELECTRICAL DRAWINGS. 3. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LIGHTING FIXTURE LOCATIONS. 4. FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT CR OCCUPANT SENSING AUTOMATIC CONTROLS, AUTOMATIC SHUT—OFF CONTROLS, OCCUPANCY SENSORS, OR AUTOMATIC TIME SWITCHES THE LIGHTING CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT, AND SYSTEMS ARE CALIBRATED, ADJUSTED, AND OPERATE IN ACCORDANCE WITH PROJECT PLANS AND SPECIFICATIONS. SEQUENCE OF OPERATION SHALL ALSO BE FUNCTIONALLY TESTED TO ENSURE IT IS OPERATING IN ACCORDANCE WITH PROJECT PLANS AND SPECIFICATIONS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. ABBREVIATIONS ABV AC ACH AFF AG A,AMP A/V AWG CATV CB CCTV CKT CLG CM COMM C CO CTRL CU D DED DEV DN DW EWC FA FB FBOIC FO FOC G,GND GD GFl,GFCI HH HP IDE IH J—BOX MAG MDF MH MM ABOVE 3' ABOVE COUNTER BACKSPLASH ABOVE COUNTER HEIGHT ABOVE FINISHED FLOOR ABOVE GRADE AMPERE AUDIO/VISUAL AMERICAN Y.1RE GAUGE COMMUNITY ACCESS TELEVISION CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CIRCUIT CEILING CEILING MOUNTED COMMUNICATIONS CONDUIT CONDUIT ONLY CONTROL COPPER DATA DEDICATED DEVICE DOWN DISHWASHER ELECTRIC WATER COOLER FIRE ALARM FLOOR BOX FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR FIBER OPTIC(AL) FACE OF COLUMN GROUND GARBAGE DISPOSAL GROUND FAULT CIRCUIT INTERRUPTER HAND HOLE HORSEPOWER INTERMEDIATE DISTRIBUTION FRAME/FACILITY INSTA—HOT WATER DISPENSER JUNCTION BOX MAGNETIC MAIN DISTRIBUTION FRAME/FACILITY MANHOLE MULTIMODE rs MTD MOUNTED MW MICROWAVE N NEUTRAL NIC NOT IN CONTRACT OPER OPERATER/OPERABLE OPOI OWNER PROVIDED OWNER INSTALLED PB PULLBOX PNL PANEL PANELBOARD POS POSITION/POINT OF SALE PR PAIR R RACEWAY RO RACEWAY ONLY RECEPT RECEPTACLE REF REFRIGERATOR SLV SLEEVE SM SINGLEMODE SPECS SPECIFICATIONS SW SWITCH SWBD SWITCHBOARD TELECOM TELECOMMUNICATIONS TGB TELECOMMUNICATIONS GROUNDING BUSBAR TMGB TELECOMMUNICATIONS MAIN GROUNDING BUSBAR TSER TELECOMMUNICATIONS SERVICE ENTRANCE ROOM TV TELEVISION TYP TYPICAL UF UNDER FLOOR UG UNDER GROUND UON UNLESS OTHERWISE NOTED UTP UNSHIELDED TWISTED PAIR V VOLT OR VOICE VEL VERIFY EXACT LOCATION W WIRE, WATT, OR WALLPHONE WAP WIRELESS ACCESS POINT WP WEATHERPROOF XFMR TRANSFORMER 0 PHASE 1 D C B A RECEIVED CITY OF TUKWILA JUN 21 2013 PERMIT CENTER PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206A41.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System E LA Lighting Design and Consulting SPAKLING WORK TOGETHER 1 STAND APARTTh 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.com PERMIT SUBMITTAL 6/17/2013 Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn JAB Checked JDV Approved JDV Title ELECTRICAL SYMBOLS & ABBREVIATIONS Sheet E00-00 Copyright © 2012 Perkins+Will O/GWLlf 1.3 1 1 ;uL:uy FM FINISH PLAN KEY FLOOR TYPE FLOOR MATERIAL TYPE FLOOR MATERIAL NUMBER WALL MATERIAL TYPE MILLWORK SURFACE TYPE BASE MATL TYP ##> TYP MILLWORK NORTH SOUTH EAST WEST SURFACE TYPE & NUMBER WALL TYPE TYP CNC -1 MDF -1 WALL MATERIAL NUMBER FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR FINISH BASE MATL WALL FINISH CEILING FINISH COMMENTS NORTH SOUTH EAST WEST 100 VESTIBULE CPT -3 MDF -1 P-1 P-1 N/A N/A O.T.S. PAINT BASE TO MATCH WALL FINISH 101 SELF- CHECK CNC -1 MDF -1 GL -5/P-12 N/A P-1 P-1 P-2 PAINT BASE TO MATCH WALL FINISH 102 LOBBY CNC -1 MDF -1 P-1 P-1 P-1 P-1 O.T.S. PAINT BASE TO MATCH WALL FINISH 103 ASSISTANCE CPT -1 WD -5 P-1 N/A N/A N/A O.T.S. BUZZI SPACE 104 READING PLATFORM WD -5 N/A WD -4 P-1 N/A WD -2 WDC -1 PAINT BASE TO MATCH WALL FINISH 105 COMMUNITY MOSAIC CNC-1/CPT-1 MDF WD -4 P-1 P-1 N/A WDC -1 PAINT BASE TO MATCH WALL FINISH 106 MEETING ROOM CPT -1 WD -5 P-1 WD -4 P-1 P-1 WDC -1 MBL 135 79 44108 106A STORAGE CPT -1 RB -1 P-1 P-1 P-1 P-1 O.T.S. 106B KITCHENETTE ALCOVE CPT -1 MDF -1 P-1 P-1 P-1 P-1/GL-5 P-2 PAINT BASE TO MATCH WALL FINISH 106C STORAGE CPT -1 MDF P-1 P-1 P-1 P-1 O.T.S. PAINT BASE TO MATCH WALL FINISH 108 TEEN LOUNGE CPT -1 N/A N/A N/A N/A N/A O.T.S. EXTERIOR POWDERCOAT 108 CYBER BAR CNC -1 MDF -1 N/A P-1 P-1 P-1 O.T.S. PAINT BASE TO MATCH WALL FINISH 109 COLLECTION CNC-1/CPT-1 MDF P-1 P-1 P-1 P-1 O.T.S. PAINT BASE TO MATCH WALL FINISH 110 STUDY CPT -1 ALUM GL -3 GL -3 GL -3 GL -3 O.T.S. SOLARBAN 70 #2 / PPG SUNGATE 600 #4 111 CHILDREN'S READING CNC-1/CPT-2 MDF P-1 N/A P-1/AP-1 P-1/WDC-1 WDC -1 PAINT BASE TO MATCH WALL FINISH 112 CHILDREN'S CNC-1/CPT-2 MDF P-1 N/A AP -1, P-5 P-1MIDC-1 WDC -1 WDC -1 TO WRAP 3' DOWN WALL, AP -1 ABOVE 60", PAINT BASE TO MATCH WALL FINISH 113 MEN CNC -1 PT -2 PT -2 PT -2 PT -2 PT -2 P-2 PT -2 UP TO 72" A.F.F. 113A JANITOR SV -1 SVB-1 P-1/FRP-1 P-1/FRP-1 P-1/FRP-1 P-1/FRP-1 O.T.S. FRP-1 UP TO 3'-6" AFF 114 STAFF TOILET CNC -1 PT -2 PT -2 PT -2 PT -2 PT -2 P-2 PT -2 UP TO 72" A.F.F. 115 WOMEN CNC -1 PT -2 PT -2 PT -2 PT -2 PT -2 P-2 PT -2 UP TO 72" A.F.F. 116 BREAK CNC -1 RB -1 P-1 P-4 P-1 P-1 ACT -1 VERTICAL SUNSHADE AT EAST FACADE 117 STAFF CPT -1 RB -1 P-1 P-1 P-1 P-4 ACT -1 GLASPRO 117A SHIP'S LADDER LOW IRON, TO MATCH RAL 3027 GL -11 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR 118 STAFF OFFICE CPT -1 RB -1 P-1 P-1 P-1 P-1 ACT -1 200 EQUIP. PLATFORM LANDING GL -13 INTERIOR GLAZING STAFF OFFICE CLEAR, LOW IRON 201 MECHANICAL EF -1 EF -1 P-1 P-1 P-1 P-1 O.T.S. PROVIDE INTEGRAL EPDXY COVED BASE UP TO 6" AFF 202 ELECTRICAL EF -1 EF -1 P-1 P-1 P-1 P-1 O.T.S. PROVIDE INTEGRAL EPDXY COVED BASE UP TO 6" AFF 1 STAFF 117 L TAT T T�-L CO€ STAFF TOILET 114 ANITOR 113A STAFF OFFICE 118 WOMEN 115 MEN 113 ® g u) ce c'5J w� COO E z 3 3 L ASSISTANCE 103 COUNTERTOP AND LOWER CABINETS COMMUNITY MOSAIC 105 MEETING ROOM 106 lJ CHILDREN'S 112 ON WALL ABOVE GLAZING • FINISH PLAN - LEVEL 01 • STUDY AP -3 FROM 26" TO 57.5" AFF (c; T) COLLECTION 109 MOTORIZED ROLLER SHADES MOUNTED IN CONCEALED POCKET ABOVE GLAZING f;c1) Cr) STEEL SUPPORTED WORK SURFACE AT 30" COUNTERTOP ND LOWER CABI TSD 0 STORAGE 106C 1/8" = 1'-0" FINISH LEGEND ITEM DESCRIPTION LOCATION MANUFACTURER STYLE MODEL NO. FINISH SIZE COMMENTS ACT -1 ACOUSTIC CEILING TILE STAFF ARMSTRONG ULTIMA 1912 WHITE 2' x 2' TEGULAR TILE, 9/16" GRID AP -1 FABRIC WRAPPED ACOUSTIC PANEL CHILDREN, BAY WINDOW BUZZI SPACE BUZZI SKIN 3D TILE 77 FUCHSIA 30" x 54" DIRECT MOUNT ACOUSTIC TILE AP -2 FABRIC WRAPPED TACKABLE ACOUSTIC PANEL CHILDREN, ACCENT WALL BUZZI SPACE BUZZI SKIN 3D TILE MULTICOLOR MOUNT ABOVE 60" WHERE INDICATED AP -3 MAGNETIC ACOUSTIC PANELS STUDY BUZZI SPACE BUZZI BOARD MULTICOLOR 31.5" x 15.75" APC -1 FABRIC WRAPPED ACOUSTIC PANEL CHILDREN, CEILING BUZZI SPACE BUZZI SKIN 3D TILE 77 FUCHSIA 30" x 86" DIRECT MOUNT ACOUSTIC PANEL CNC -1 STAINED, HONED, AND POLISHED CONCRETE GENERAL SEALED, CUSTOM COLOR CPT -1 CARPET GENERAL MILLIKEN CONSEQUENCE SEQUEL CASCADE CPT -2 CARPET CHILDREN MILLIKEN THEORY 2.0 MORE BLIP MBL 135 79 44108 24" x 24" CPT -3 WALK -OFF CARPET VESTIBULE MILLIKEN EF -1 EPDXY FLOORING ELECTRICAL, MECHANICAL FLOOR ARMORPDXY ARMORPDXY II EP -1 EXTERIOR FLUOROPOLYMER COATING WINDOWS, SUNSHADES, LOUVERS DURANAR DURANAR XL UC51713XL PEWTER EP -2 EXTERIOR FLUOROPOLYMER COATING METAL PANEL SILLS DURANAR DURANAR XL UC51595XL MEDIUM GRAY EP -3 EXTERIOR POWDERCOAT BAY WINDOW TA CHILDREN'S TIGER DRYLAC RAL 4006 FRP-1 WALL PROTECTION JANITOR ACROVYN UP TO 3'-6" AFF UP TO 3'-6" AFF GL -1 EXTERIOR GLAZING NORTH, EAST FACADE PPG SOLARBAN 60 #2 / PPG SUNGATE 600 #4 SAFETY GLASS WHERE INDICATED GL -2 EXTERIOR GLAZING, SKYLIGHT GLAZING SOUTH, WEST FACADE PPG SOLARBAN 70 #2 / PPG SUNGATE 600 #4 SAFETY GLASS WHERE INDICATED GL -3 TRANSLUCENT GLASS NORTH EXTERIOR DOOR AT STAFF WORK SAFETY GLASS, MATCH ARCHITECTS SAMPLE GL -4 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 4004 GL -5 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 4006 GL -5A EXTERIOR SPANDREL GLAZING NORTH AT STAFF BREAK GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 4006 GL -6 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 3018 GL -7 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 2008 GL -8 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 3020 GL -9 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 4008 GL -10 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 3027 GL -11 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 2004 GL -12 EXTERIOR ACCENT GLASS VERTICAL SUNSHADE AT EAST FACADE GLASPRO CS - CUSTOM COLOR LOW IRON, TO MATCH RAL 2002 GL -13 INTERIOR GLAZING STAFF OFFICE CLEAR, LOW IRON 7/16" LAMINATED SAFETY GLASS GL -14 INTERIOR ACCENT GLAZING - BACK PAINTED SELF -CHECK, KITCHENETTE PULP STUDIOS LOW IRON, BACK PAINTED MATCH ARCHITECT'S SAMPLE GL -15 INTERIOR ACCENT GLAZING - COLOR INTERLAYER STUDY, ASSISTANCE PULP STUDIOS LOW IRON, COLOR INTERLAYER 7/16" LAMINATED SAFETY GLASS MDF -1 MEDIUM DENSITY FIBERBOARD GENERAL BASE SHERWIN WILLIAMS SEMI -GLOSS PAINT MDF BASE TO MATCH WALL, U.N.O. P-1 INTERIOR PAINT GENERAL SHERWIN WILLIAMS EGGSHELL P-2 INTERIOR PAINT CEILING SHERWIN WILLIAMS FLAT P-3 INTERIOR PAINT STAFF, ACCENT SHERWIN WILLIAMS EGGSHELL P-4 INTERIOR PAINT CHILDREN, ACCENT SHERWIN WILLIAMS TO MATCH RAL 4006 SEMI -GLOSS ACCENT PAINT ON ONE SIDE, CLEAR COAT ON OPPOSITE SIDE AND EDGES P-5 INTERIOR FERROUS METAL COATINGS ALL EXPOSED STEEL ON INTERIOR, UNO TNEMEC AS SELECTED SEMI -GLOSS PL -1 PLASTIC LAMINATE KITCHENETTE, SELF -CHECK, STAFF WORK ABET LAMINATI WHITE 411 SEI-COLORPACT PLY -1 FINISH GRADE PLYWOOD CYBER BAR COUNTER, SHUTTERS MAPLE VENEER CLEAR, SATIN 3/4" PLYWOOD PT -1 PORCELAIN TILE STAFF RESTROOM WALLS MOSA GREYS 225V 18% (8"x24"), 27% (12"x24"), 55% (24"x24") MOSA PATTERN GS -6, UP TO 72" AFF PT -2 LARGE FORMAT PORCELAIN TILE RESTROOM WALLS LAMINAM OXIDE NERO PT -3 EXTERIOR PORCELAIN FLOOR TILE OUTDOOR TERRACE QSTONE PROVENZA GRAY RB -1 RUBBER BASE STAFF ROPPE RS -1 ROLLER SHADE WEST CURTAIN WALL MECHOSHADE ECOVEIL 1554 BLACK/BROWN 3% OPEN SV -1 SHEET VINYL JANITOR ARMSTRONG MEDINTONE H8322 AMBER LIGHT SVB-1 SHEET VINYL BASE JANITOR ARMSTRONG MEDINTONE H8322 AMBER LIGHT COVE BASE TO HEIGHT 6" A.F.F. TC -1 TERRA COTTA EXTERIOR RAINSCREEN CLADDING ARGETON TAMPA MATTE GLAZE 6" x 36" 33% CUSTCOM COLOR (BETWEEN IRON & VOLCANO GRAY), 67% VOLCANO GRAY WD -1 WOOD, STRUCTURAL EXPOSED STRUCTURE VARIES DOUGLAS FIR CLEAR, SATIN EXTERIOR GRADE FINISH REQUIRED OUTSIDE OF BUILDING ENVELOPE WD -2 FINISH WOOD TO MATCH STRUCTURAL WEST WALL OF COLLECTIONS AND CHILDREN DOUGLAS FIR CLEAR, SATIN 6 MEMBERS/LF 3/4" x 2 1/4" MEMBERS, TYPICAL WD -3 HARDWOOD, CLEAR FINISH DOORS, TRIM, WALL PANEL, CASEWORK WHITE MAPLE CLEAR, SATIN WD -4 PAINTED WOOD DOORS AND TRIM PAINT GRADE MATCH ADJAENT FINISHES, U.N.O. WD -5 CUSTOM PERFORATED WOOD PANELING COMMUNITY MOSAIC, MEETING ROOM WHITE MAPLE VENEER CLEAR, SATIN WD -6 HARDWOOD ENGINEERED FLOORING READING PLATFORM WHITE MAPLE CLEAR, SATIN WDC -1 WOOD CEILING GRILLE COMMUNITY MOSAIC, MEETING 9WOOD WESTERN HEMLOCK ' FSC CERTIFIED CLEAR, SATIN 6 MEMBERS/LF 3/4' x 2 1/4" MEMBERS, TYPICAL ZN-1 ZINC WALL PANELS EXTERIOR ZINC WALL CLADDING AND FASCIA VM ZINC QUARTZ ZINC ZN-2 PERFORATED ZINC WALL PANELS WEST WALL CLADDING VM ZINC QUARTZ ZINC r. (31l REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DIVISION D C B A PERKI N S +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions CITY OFRECEIVED TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title ROOM FINISH PLAN, SCHEDULE & LEGEND Sheet A00-70 Copyright© 2012 Perkins+Will 6/20/201311:07:09 PM c:temp1161028"Tukwila_herzerh.rvt 04 1/2" =1'-0" qI M. EMI 6.10 61, BUILT UP MEMBRANE GUTTER AESS STEEL BEAM, P-5 SEE STRUCTURAL GLU-LAM BEAM, WD -1 SEE STRUCTURAL AESS STEEL COLUMN, P-5, SEE STRUCTURAL HVAC DUCT AND DIFFUSER, SEE MECHANICAL HSS SUPPORT - SEE STRUCTURAL METAL PANEL, EP -3 STRUCTURAL GLAZING SYSTEM, GL -2 ACOUSTIC WALL PANEL, AP -1 UPHOLSTERED CUSHION CAST IN PLACE ARCHITECTURAL CONCRETE WALL PAINTED METAL DOWNSPOUT BEYOND ■■■■■■■■■■■■■■■■■■■■■■■I MEMMEMEMM MIUMMIIMMEMMEMEMMININEMMER SLOPED WALL LAYOUT POINT CONCRETE FOOTING - SEE STRUCTURAL WALL SECTION AT BAY WINDOW, WEST \4J J�D..00o00o©0o0oQ000000O000o00o D00000o0000co jD000000o_oo0o00.0 JCo0oo0_00000O0O000o.00' oOoJo00000000co J00000000Ooo 0a0o OOoO0000 o000O f-3* ENLARGED ELEVATION AT BAY WINDOW, WEST 1/2" =1'-0" • .00 O:OOOC 0 0. 0 0 o. . �O C 0 0 0 00. c O 0 c 0;0c 0 0 C 00C 00c o0C OOC 00 C V w 0 O J co 11-24 i Az) ENLARGED PLAN AT BAY WINDOW, WEST 1/2" 11 3r METAL SILL, EP -3 R-1 R-2 -- (1)w cr 1'-4" 4 EXPOSED CLT, WD -1 STEEL COLUMN, SEE STRUCTURAL, P-3 STRUCTURAL GLAZING SYSTEM WOOD SILL, WD -3 WALL SECTION AT CHILDREN'S, NORTH T.O. ROOF - WEST 314'-4" SILL (1a CLERESTORY ZINC FASCIA, ZN-1 312'-8 STRUCTURAL GLAZING SYSTEM, GL -1 PAINTED DOWNSPOUT, EP -1 ARCHITECTURAL WATERPROOF CONCRETE 9 ENLARGED ELEVATION AT NORTHWEST CORNER 9 1/2" = 1'-0" • 44 • LEVEL 01 297'-0 REVAEpL1ANCE FOR CODEAPPROVED NPR 0 6 2015 City of TulcWila BUILDING DIVISION b B-4.1 to An) ENLARGED PLAN AT NORTHWEST CORNER 1/2" =1'-0" D C B PERKINS +WI LL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT KAY KORNOVICH STATE OF WASHINGTON Revisions • RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title A ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS Sheet A 1 1 -2 4 Copyright© 2012 Perkins+Will D C LIGHTING CONTROL PANEL C.T.ENCLOSURE PER SCL STANDARDS B FOR 1 AND S L J COMMUNICATIONS EQUIPMENT RACK 12" FROM WAL MAIM SERVICE PANEL (MDB) 600 AMP, 120/208V, 3 PIS, 4W 12" CABLE TRAY TO WALL CHASE CHASE FOR POWER AND LATA TO LEVEL 1 FLUSH FLOOR BOXES -4'X8'- PLYWOOD TELCOM SERVIC ENTRANCE ELECTRICAL FLOOR PLAN LEVEL MEZZANINE QQ SCALE: AS INDICATED a N 0 4 8 16 24 1 inch plotted If measurement is other than 1 inch then the plot is reduced. A Feet GENERAL SHEET NOTES: 1. CONTRACTOR TO REFER TO MECHANICAL DRAWINGS, SCHEDULES AND SUBMITTALS FOR EQUIPMENT LOCATIONS AND POWER REQUIREMENTS. 2. PROVIDE DEDICATED NEUTRALS FOR ALL 120 VOLT CIRCUITS.. 3. COORDINATE EXACT MECHANICAL EQUIPMENT LOCATIONS AND ELECTRICAL REQUIREMENTS WITH MECHANICAL ENGINEER PRIOR TO ROUGH -IN. 4. CONCEAL ALL CEILING MOUNTED RACEWAYS IN MAIN LIBRARY AREA. 5. PROVIDE CODE REQUIRED DISCONNECTS FOR ALL MECHANICAL EQUIPMENT AND MOTORS. SHEET FLAG NOTES PROVIDE POWER CONNECTIONS TO WATER TREATMENT SYSTEM. PROVIDE 120 VOLT POWER RECEPTACLE AND NETWORK DATA FOR BUILDING MANAGEMENT SYSTEM. COORDINATE LOCATION AND REQUIREMENTS WITH CONTROL'S CONTRACTOR. PROVIDE POWER CONNECTIONS TO SKYLIGHT MOTORS. COORDINATE WITH SKYLIGHT SUBMITTALS AND MECHANICAL SYSTEM FOR CONTROLS. b 13 .1110 RECEIVED :r` CITY OF TUKWILA `.: R,1, JUN 2 1 2013 R ' PERMIT CENTER D PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ELA _ Lighting Design and Consulting C B A SPAKLING WORK TOGETHER I STAND APARTTM' 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.com PERMIT SUBMITTAL 6/17/2013 Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn JAB Checked JDV Approved JDV Title ELECTRICAL FLOOR PLAN - LEVEL 02 TAND Sheet E02-02 Copyright © 2012 Perkins+Will ,, ,AHU-1 u o ' CP1-2 - L,LI: / VP CPI WP►7:" �•" '4-44 C MECHANICAL CP 4 WP ► ` M x, CP -1 m WP `�'- WP Et ' cv 4 mi CWP -1 k 1 EWH-1 J CWP -2 ,oma 'CY ___./ 0 ©, ---- -+WP — o 0----- C4V ,.... -i ,.___ ' I 0 +I► WSHP -1 '1N21 1N11 ELE CTRICIAL �► 1 PANEI :1Mt �u11 Hi ■ill NM S MEW IBEREMISEMS614 FOR 1 AND S L J COMMUNICATIONS EQUIPMENT RACK 12" FROM WAL MAIM SERVICE PANEL (MDB) 600 AMP, 120/208V, 3 PIS, 4W 12" CABLE TRAY TO WALL CHASE CHASE FOR POWER AND LATA TO LEVEL 1 FLUSH FLOOR BOXES -4'X8'- PLYWOOD TELCOM SERVIC ENTRANCE ELECTRICAL FLOOR PLAN LEVEL MEZZANINE QQ SCALE: AS INDICATED a N 0 4 8 16 24 1 inch plotted If measurement is other than 1 inch then the plot is reduced. A Feet GENERAL SHEET NOTES: 1. CONTRACTOR TO REFER TO MECHANICAL DRAWINGS, SCHEDULES AND SUBMITTALS FOR EQUIPMENT LOCATIONS AND POWER REQUIREMENTS. 2. PROVIDE DEDICATED NEUTRALS FOR ALL 120 VOLT CIRCUITS.. 3. COORDINATE EXACT MECHANICAL EQUIPMENT LOCATIONS AND ELECTRICAL REQUIREMENTS WITH MECHANICAL ENGINEER PRIOR TO ROUGH -IN. 4. CONCEAL ALL CEILING MOUNTED RACEWAYS IN MAIN LIBRARY AREA. 5. PROVIDE CODE REQUIRED DISCONNECTS FOR ALL MECHANICAL EQUIPMENT AND MOTORS. SHEET FLAG NOTES PROVIDE POWER CONNECTIONS TO WATER TREATMENT SYSTEM. PROVIDE 120 VOLT POWER RECEPTACLE AND NETWORK DATA FOR BUILDING MANAGEMENT SYSTEM. COORDINATE LOCATION AND REQUIREMENTS WITH CONTROL'S CONTRACTOR. PROVIDE POWER CONNECTIONS TO SKYLIGHT MOTORS. COORDINATE WITH SKYLIGHT SUBMITTALS AND MECHANICAL SYSTEM FOR CONTROLS. b 13 .1110 RECEIVED :r` CITY OF TUKWILA `.: R,1, JUN 2 1 2013 R ' PERMIT CENTER D PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ELA _ Lighting Design and Consulting C B A SPAKLING WORK TOGETHER I STAND APARTTM' 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.com PERMIT SUBMITTAL 6/17/2013 Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn JAB Checked JDV Approved JDV Title ELECTRICAL FLOOR PLAN - LEVEL 02 TAND Sheet E02-02 Copyright © 2012 Perkins+Will CV u; N N co O 0 CO co Q N U ro o J Y LL a 0 Mco: m 0Cr- co .1 e (5 D C B A 1 PENDANT HEAD (TYP.) 1.1110ana•¢4214.0.1133.1 11241.1M1161911111.0911111111021121111.11.1110.01190.0•201.7. 011111143111 SPRINKLER PIPING DN TO BELOW 4" ALARM CHECK VALVE r, ...1.11I1.111011r11.1112001.M9M0004109.6.140•11.1101.1211PrniMIAMALS0212110110 .U169.0=04112 (04...7.51110 AREA PROTECTED BY DRY SIDEWALLS n 4 /CAL 1I ELECTRICAL 202 _1 L 0 0 4 4 4 4 4 4 u 4 4 LJ FIRE PROTECTION FLOOR PLAN - LEVEL 02 AREA PROTECTED DRY SIDEWALL SPRINKLER HEAD (TYP.) CENTER PENETRATION IN METAL PANEL PROVIDED ABOVE WINDOW SIDEWALL HEAD (TYP.) BRANCH PIPING INSTALLED TIGHT TO STRUCTURAL BEAM WHERE POSSIBLE SHEET NOTES: A. SEE ARCHITECTURAL SHEETS FOR SKYLIGHT LOCATIONS. B. ROUTE PIPING AROUND SKYLIGHTS TO AVOID OBSTRUCTING INCOMING LIGHT. A 3116" =1 '-0" b RIp APS RE RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER D C B A 4/7 °V4( 4C31 n PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System SP • F LAC + . RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title FIRE PROTECTION FLOOR PLAN - LEVEL 02 Sheet FPO2-02 Copyright © 2012 Perkins+WII General 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 2. NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS ( 1 WORKING DAY) IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. B Legend la MS= — SD IMMO LIMIT 1111121211 W SD 1 �-1 / /1/ \� / / LIMITS OF CONSTRUCTION EX CONTOUR (INDEX) EX CONTOUR EX CURB AND GUTTER EX STORM DRAINAGE EX UNDERGROUND POWER EX WATER MAIN EX GAS MAIN PROPOSED CURB (BY OTHERS) PROPOSED STORM LINE (BY OTHERS) \ l x- / / /-j / 1 N. I to \ ® II )I _.-71 (( 11 LI 11 .11- / / - ` I I N. N, 11 ISIN. ` 1 \ \\\ \\� �\ \ \\\ \ \\�� /-3—.........\ _:::::- /`, // rs' ` / `` ‘", NEW CONCRETE PARKING LOT (BY OTHERS) / 4.Jlwnmoon SD --`SSD SD s3 / Basis of Bearing THE BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83/91 PER CITY OF TUKWILA. CITY OF TUKWILA HORIZONTAL DATUM HORIZONTAL CONTROL POINT NO. 17 (S. 1/4 CORNER OF SEC. 15) WAS HELD FOR POSITION AND A LINE BETWEEN SAID POINT NO. 17 AND CITY OF TUKWILA HORIZONTAL CONTROL POINT NO. 1925 WAS HELD FOR ROTATION BEING NORTH 87 35' 22" WEST. VERTICAL DATUM VERTICAL DATUM - NAVD 88 PER CITY OF TUKWILA THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF TUKWILA. CITY OF TUKWIILA CONTROL POINT NO. 17 (S. 1/4 CORNER OF SEC. 15) WAS HELD FOR ELEVATION, BEING 288.757'. // // // // // i \ �� -I-- i \ 7 I , ./� — / Aram \ \ \ \ \ \ \ \ \ \ \1 \\ \ \ \ \ \ \ \+ / \ 1 I ``� `N \ \ '/\, /N. \\ / 1/111m7., = — ® LIMIT NEW CONCRETE\\SIDEWALK (BY OTHERS) \ mom — LIMIT — \ — — �-1 ® LIMIT — — — — LIMIT — THIS DRAWING IS A COPY OF A CAD FILE PREPARED BY COUGHLIN PORTER LUNDEEN AND HAS BEEN EDITED TO REFLECT ANTICIPATED FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSIONS AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON UNVERIFIED DESIGN INFORMATION FROM THE TUKWILA VILLAGE PROJECT AND ARE SUBJECT TO VARIATION THE 'UPDATED SUBSURFACE EXPLORATION, GEOLOGIC HAZARDS, AND GEOTECHNICAL ENGINEERING REPORT [FOR] PROPOSED TUKWILA VILLAGE" DATED MARCH 18,2013 WAS PROVIDED BY ASSOCIATED EARTH SERVICES, INC. BY KURT D. MERRIMAN. CONTACT INFORMATION: ASSOCIATED EARTH SERVICES, INC, 911 5TH AVE, SUITE 100 KIRKLAND, WA 98033 (425) 827-7701 \\y — ® LIMIT ® —® / / 1 l -- - LIMIT N -- tIM1T-- •—I lIWl \ - 11Wn ® — ® --1-11-4\\ 1 \ 1 *W_ \\ 1\ - G _ J MOM 1111011111111 --u..11wn —w ® — J W SD SD SD SD SD r•::' EX POWER POLE EX SEWER EASEMENT EX FENCE EX C8 RIM 291.06 8" PVC N-289.46' 12:CMP S-288 98' / \A 1 �� \ / 111 \3 r1 t \\\\ /\\\ \/ t11 \ ?\ \3 1 1111 t\"\ 1 1\\ 1,11i1 1��1 \\\\\\\\\-v-\\ /; 1 1 t \ \ r =`` 1 1111 ~ �� it \1 ///‘‘': \ t\�--........._...:::.::::\.11� 111 1'�/1 II\�-'11 1ti 0 \ \11 r \ 1 1 / / / / / N N\ \\.z-17:1.11„--- - \\\r ... ------,14---t-, 1 '_ — _ _ \ -Ai 1\ \ \\ \ 11 10 20 SCALE 1"=10' \\\ 111 11 111 FUTURE CATCH BASIN AND STORM PIPE SHOWN FOR REFERENCE � YY OTHERS) / 1 1 \\ LIMIT — — —LIMIT ® \\ It 11 _ 1 \1\ �\ \ 1 ---_. \ 1!111 1\\\ \ 1\t-\ f 1� \`\ \ \ \\\\\\\ 1 \00,1 \;1‘.r 1 1 1 1 1 1 PROPOSED PROPERTY LINE - TO BE RECORDED BY TUKWILA VILLAGE PROJECT IN BLA \ so 1 1 1 1 1 1 ry 1 1 1 1 1 r RC1 1 r�\ 1 s Call before you D� g. 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) \1 1\ 1 1 / \\,\\ 51 \\\ \ 1 001 1 1 1 SD CI 0 .EXISTING BUS STOP SHELTER EXISTING -ST -KU LIGHT sm. I pin own nom loin sus mosim Nom W SD SD SD EXISTING FIRE HYDRANT_ Norn•ii iinsir 111111 gismo SD SD — SD SD EXISTING WATER VALVE SD — / Tukwila International Blvd SD Ems 1111117 • 0 -J 0 0 0 V1 1 1 0 \7- 7 IMMO 11 yin SD 0 0 IMMO MOM MOM w • 1 1 -71 1 1 ri°)\ \\ • 11 cat et 11 11 mem 011-1 mum womm mem SD • • SD 1 EV1EWED FOR oceOR 0 6 2015 Ci of Tukwila BUILD NG DIVISION 411)RpvgD z 11)N. 03 2015V • SD \RECEIVED ITY\OF TUKWILA/ 0 3 2015/ Al PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System COUGHLIN PORTER LUNDEEN 801 SECOND AVE - SUITE 900 SEATTLE, WA 98 I 04 P: 206/343-0460 F: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION PERMIT SET 2/6/2015 Drawing Issue Date Revisions PERMIT REVISION #2 3/2/2015 NO ISSUE DATE Date Job Number Drawn Checked Approved Sheet Information 03/02/2015 C101620-06 LPL KBS JAJ Title EXISTING CONDITIONS PLAN Sheet c00-01 Copyright © 2012 Perkins+Will 5 LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER ALTERNATE MANUFACTURERS LAMP INPUT CODE WATTS VOLT* COMMENTS F01 RECESSED DIRECT -INDIRECT FLUORESCENT LIGHTING FIXTURE, NOMINAL 24" X 48" X 6". ONE PIECE DIE -FORMED 20 GAUGE COLD ROLLED STEEL HOUSING. TWO CURVED REFLECTORS WITH HIGH -REFLECTANCE MATTE WHITE PAINT FINISH. DETACHABLE PERFORATED LAMP SHIELD FORMED OF 22 GAUGE COLD ROLLED STEEL WITH WHITE ACRYLIC LENS INSERT. LAMP SHIELD SWINGS DOWN FOR RELAMPING. DUAL ELECTRONIC BALLAST FOR 2 -LEVEL SWITCHING. FOCAL POINT LUNA SERIES; LITHONIA AVANTE SERIES; MARK AURORA SERIES; COLUMBIA STRATUS SERIES; DAY-BRITE ARIOSO SERIES. 2 F32T8 68 F02 DECORATIVE SMALL PENDANT NOMINAL 23.5" DIAMETER. MADE FROM BAMBOO PLYWOOD WITH THE INTERIOR PAINTED IN CHOICE OF VARIOUS AVAILABLE COLORS. OUTSIDE IS A NATURAL BAMBOO FINISH. FIXTURE RESPONDS TO DAYLIGHT CONTROLS. VERIFY MANUFACTURERS FINISH (SALMON, AQUA OR YELLOW) FOR EACH FIXTUREILOCATION. VERIFY MOUNTING HEIGHTS AND EXACT LOCATIONS WITH ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. DAVID TRUBRIDGE CORAL 600 SERIES NO SUBSTITUTES 1 PHILIPS 10.5A191COREPROI 3000 6/1- 3000K LED RETROFIT LAMP, 800 LUMEN 11 FO2A SIMILAR TO F02, EXCEPT NOMINAL 31.5" DIAMETER. DAVID TRUBRIDGE CORAL 800 SERIES 1 PHILIPS 10.5A19/COREPROI 3000 6/1- 3000K LED RETROFIT LAMP, 800 LUMEN 11 FO2B SIMILAR TO F02, EXCEPT NOMINAL 39.5" DIAMETER. DAVID TRUBRIDGE CORAL 1000 SERIES 1 PHILIPS 10.5A19ICOREPRO1 3000 611- 3000K LED RETROFIT LAMP, 800 LUMEN 11 F03 UNDERCABINET TASKLIGHT NOMINAL 48" WITH SOLID FRONT, NOT TO EXCEED 1-314" HIGH, SHALL HAVE A 45 DEGREE BATWING ACRYLIC PRISMATIC LENS. STEEL HOUSING WITH BAKED WHITE ENAMEL FINISH. SUPPLY WITH ROCKER SWITCH. ELECTRONIC BALLAST. ALKCO SF332 SERIES; FAILSAFE MAS SERIES; LITHONIA N2S SERIES; H.E. WILLIAMS 2SF-KSH25 SERIES; DAYBRITE 8UC SERIES; VISTA MGT SERIES 1 F32T8 32 F04 EXTERIOR WALL MOUNTED FLUORESCENT FIXTURE. NOMINAL 4' LENGTH X 4-118" HIGH X 4-3/4" PROJECTION FROM WALL. HOUSING CONSTRUCTED OF DIE-CAST ALUMINUM END CAPS AND EXTRUDED ALUMINUM BODY. END CAPS WEDLED TO PROVIDE A SEEMLESS, WATERPROOF LAMP HOUSING. HOUSING SECURED TO MOUNTING BRACKET WHICH IS DIRECTLY SECURED TO WALL OVER RECESSED OUTLET BOX. FACEPLATE IS CONSTRUCTED OF EXTRUDED ALUMINUM. FACEPLATE SECURED TO BOTTOM OF LAMP HOUSING WITH TEN FLUSH, CAPTIVE, STAINLESS STEEL FASTNERS. BOTTOM DIFFUSER MADE OF MATTE SAFETY GLASS. IP65 AND UL LISTED FOR WET LOCATIONS. STANDARD MANUFACTURER'S FINISH AS SELECTED BY ARCHITECT. OCL UNA SERIES 1 F32T8 32 F05 SURFACE MOUNTED ONE LAMP FLUORESCENT STRIP FIXTURE NOMINAL 48". DIE FORMED STEEL, HIGH REFLECTANCE BAKED WHITE ENAMEL FINISH. ELECTRONIC BALLAST. PROVIDE WITH WIREGUARD. H.E. WILLIAMS 76 SERIES COLUMBIA CS SERIES; LITHONIA C SERIES; METALUX SS SERIES; DAY-BRITE T SERIES; LIGHTOLIER SW SERIES; 1 F32T8 32 F06 WALL MOUNTED LINEAR FLUORESCENT ASYMMETRIC DIRECT/INDIRECT FIXTURE. NOMINALLY 4" WIDE X 2-1/4" HIGH X 12' LONG. CONSTRUCTED OF DIE -FORMED COLD ROLLED STEEL. FLAT MESOPTIC PANEL IN LOWER OTPTICS. UPPER REFLECTOR HIGH REFLECTANCE SPECUALR ALUMINUM. FLAT DIE-CAST END CAPS. INTEGREAL ELECTRONIC DIMMING BALLAST WHICH RESPONDS TO PHOTOCELL CONTROL. STANDARD MANUFACTURER'S FINISH AS SELECTED BY ARCHITECT. LEDALITE CHOPSTICK 6 F54T5H0 375 FO6A SIMILAR TO F06 EXCEPT 8' LONG 4 F54T5H0 250 F07 SURFACE MOUNTED LINEAR DIRECT FLUORESCENT DOWNLIGHT. NOMINALLY 8' LONG X 3-112" WIDE X 3-1/2" HGH. HOUSING CONSTRUCTED OF EXTRUDED ALUMINUM. PARABOLIC LOUVER. ELECTRONIC DIMMING BALLAST WHICH RESPONDS TO PHOTOCELL CONTROL. STANDARD MANUFACTURER'S FINISH AS SELECTED BY ARCHITECT. A -LIGHT ACCOLADE D3 SERIES GAMMALUX G -BEAM SERIES 2 F54T5H0 125 F08 SURFACE MOUNTED ONE LAMP FLUORESCENT STRIP FIXTURE NOMINAL 48". DIE FORMED STEEL, HIGH REFLECTANCE BAKED WHITE ENAMEL FINISH. ELECTRONIC DIMMING BALLAST WHICH RESPONDS TO PHOTOCELL CONTROL. METALUX SNF SERIES COLUMBIA CS SERIES; LITHONIA C SERIES; DAY-BRITE T SERIES; LIGHTOLIER SW SERIES; H.E. WILLIAMS 76 SERIES 1 F54T5H0 63 FO8A SIMILAR TO F08 EXCEPT 2' LONG 1 F24T5H0 30 F09 SURFACE MOUNTED FLUORESCENT ASYMMETRIC UPLIGHT. NOMINALLY 5-7/8" WIDE X 3-3/4" HIGH X 4' LONG TO FORM A CONTINUOUS ROW. HOUSING AND SPECULAR REFLECTOR CONSTRUCTED OF EXTRUDED ALUMINUM. ADJUSTABLE REFLECTOR WITH ROTATABLE LOCKING SCREWS TO SECURE POSITION. INTEGRAL ELECTRONIC DIMMING BALLAST WHICH RESPONDS TO PHOTOCELL CONTROL. ELLIPTIPAR 306 SERIES 1 F54T5H0 63 FO9A SIMILAR TO F09 EXCEPT 2' LONG 1 F24T5H0 30 F10 RECESSED COMPACT FLUORESCENT DOWNLIGHT WITH VERTICAL LAMP, NOMINAL 5" APERTURE. CLEAR SEMI -SPECULAR ALZAK PARABOLIC CONE, SELF -FLANGED OVERLAP TRIM, LOW -IRIDESCENT FINISH. ELECTRONIC BALLAST. MINIMUM RECESS DEPTH 7 3/4". MAXIMUM RECESS DEPTH 9 1/16". EDISON PRICE 13/5 SERIES; HALO C4013-4011 SERIES; DELRAY V5100 SERIES; LITHONIA GOTHAM AFV 13DTT5AR SERIES NO SUBSTITUTES 1 ONE CFT13W (4 PIN) 15 F11 RECESSED 4" WIDE APERTURE LINEAR FLUORESCENT, REGRESSED LENS DOWNLIGHT, NOMINAL 4" WIDE X 4-5/16" HIGH X 4'-0" LONG. MINIMUM 45 DEGREE SHIELDING ANGLE. SINGLE LAMP CROSS-SECTION, WITH STAGGERED TO REDUCE SOCKET SHADOWING. SINGLE PIECE EXTRUDED ALUMINUM HOUSING WITH DIE-CAST ALUMINUM ENDCAPS. SINGLE, CONTINUOUS, OPAL ACRYLIC LENS. LENS SNAPS INTO PLACE. FROSTED REGRESSED EXTRUDED ACRYLIC LENS. ELECTRONIC 0-10V DIMMING BALLAST. TRIM FINISH AS SELECTED BY ARCHITECT. FOCAL POINT: SEEM 4 REGRESSED LENS SERIES A -LIGHT ACCOLADE SERIES; PRUDENTIAL LIGHTING P42 SERIES 1 F32T8 32 F11A SIMILAR TO F11 EXCEPT 8' LONG ALIGHT ARRIS 4 AXIS LIGHTING BEAM 3 SERIES, 2 F32T8 68 F12 PENDANT MOUNTED LINEAR FLUORESCENT FIXTURE. NOMINALLY 4' LONG X 4" WIDE X 4" HIGH. FABRICATED WITH MITERED CORNERS. NO VISIBLE HARDWARE. INTEGRAL ELECTRONIC BALLAST. LEDALITE CHOPSTICK PRUDENTIAL P-1220 SERIES 1 F54T5H0 63 F13 RECESSED 4" WIDE APERTURE, LENSED, LINEAR FLUORESCENT FIXTURE. NOMINALLY 4' LONG x 4" WIDE x 4.88 HIGH. SINGLE LAMP CROSS-SECTION, WITH STAGGERED TO REDUCE SOCKET SHADOWING. SINGLE PIECE EXTRUDED ALUMINUM HOUSING WITH DIE-CAST ALUMINUM ENDCAPS. SINGLE, CONTINUOUS, OPAL ACRYLIC LENS. LENS SNAPS INTO PLACE. INTEGRAL ELECTRONIC BALLAST. TRIM FINISH AS SELECTED BY ARCHITECT. U.L. LISTED FOR DAMP LOCATIONS. FOCAL POINT SEEM 4 SERIES - -A-LIGHT ACCOLADE SERIES; PRUDENTIAL LIGHTING P43 SERIES 1 F54T5H0 63 5 4 F14 SURFACE MOUNTED FLUORESCENT VANITY FIXTURE. 24.12" LONG X 4.5" WIDE X 3.73" PROJECTION FROM WALL. FORM WITH CLOSED CHROME END CAPS. DIE -STAMPED STEEL STRUCTURE WITH PLATED FINISH. HAND BLOWN WHITE TRIPLEX GLASS DIFFUSER. UL LISTED. EUREKA: MOONSET CLASSIC SERIES NO SUBSTITUTES 1 F24T5H0 30 F15 RECESSED FLUORESCENT WALL WASH SOFFIT FIXTURE. HOUSING: NOMINALLY 6" WIDE X 2" HIGH X 4' LONG. CONSTRUCTED OF HEAVY GAUGE ALUMINUM HOUSING AND SAWTOOTH DEFLECTOR. SPECULAR HAMMER -TONE REFLECTOR. HIGH-REFELCTIVITY WHITE PRE -PAINTED ALUMINUM FINISH. SURFACE MOUNTED IN WALL WASH SOFFIT APPLICATION. BIRCHWOOD ASHLEY SERIES 1 F54T5H0 63 F16 SURFACE/WALL MOUNTED LINEAR FLUORESCENT UPLIGHT FOR 1 LAMP IN CROSS SECTION. NOMINALLY 2-3/4" WIDE X 2" HIGH X 8'-0" LONG. ASYMMETRIC INDIRECT DISTRIBUTION. CLEAR RIGID DUST COVER. EXTRUDED ALUMINUM HOUSING. POWDER COAT PAINT FINISH. INTEGRAL ELECTRONIC DIMMING BALLAST. ALIGHT ARRIS 4 AXIS LIGHTING BEAM 3 SERIES, 1 F54T5H0 63 F17 SURFACE MOUNTED LENSED FLUORESCENT FIXTURE NOMINAL 4-5/8" WIDE X 4-9/16" HIGH X 4'-0" LONG. HEAVY DUTY CODE GRADE STEEL. BAKED WHITE POLYESTER HIGH GLOSS FINISH. MATTE WHITE OPAL ACRYLIC DIFFUSSER. LITHONIA LIGHTING WC SERIES PRUDENTIAL P-1220 SERIES 1 F32T814' 3214' F17A SAME AS F17 EXCEPT NOMINALLY 2'-0" LONG AND VERTICALLY MOUNTED. LITHONIA LIGHTING WC SERIES PRUDENTIAL P-1220 SERIES 1 F17T812' 19 F18 RECESSED LINEAR FLUORESCENT WALLWASH FIXTURE, NOMINAL 3" WIDE X MAXIMUM 4" HIGH X 4'-0" LONG, WITH MAXIMUM 2-1/4" WIDE APERTURE, IN LENGTHS AS SHOWN ON DRAWINGS. HOUSING CONSTRUCTED OF PAINTED STEEL WITH FIVE -STAGE IRON -PHOSPHATE PRETREATMENT FOR RUST RESISTANCE. REFLECTOR OF EXTRUDED ALUMINUM, TWO COMPONENT, SPECULAR ASYMMETRIC VACUUM METALIZED REFLECTOR SYSTEM. PERFORATED BLACK METAL DIFFUSERS. ELECTRONIC DIMMING BALLAST WHICH RESPONDS TO PHOTOCELL CONTROL. PEERLESS LIGHTLINE LWAR9 SERIES PINNACLE EW SERIES; WINONA R2 WINDIRECT SERIES 1 ONE F54T5H0 63 FIXTURE IS ONLY AVAILABLE IN 2' AND 4' VERSIONS. IN T -BAR CEILING FIXTURES ARE MOUNTED TRIM TO TRIM. IS NOT AVAILABLE WITH THROUGH WIRING. SPECIFY T -BAR OR DRYWALL INSTALLATION AND PREFERRED LAMP. F19 RECESSED LINEAR FLUORESCENT FIXTURE WITH SYMMETRIC DISTRIBUTION. NOMINAL 3-9/16" WIDE X 3-3/4" HIGH X 4'-0" LONG. PRE -FINISHED STEEL HOUSING. LOW GLOSS BAKED ENAMEL PAINT FINISH. LOW IRIDESCENT LOUVER. WHITE REFLECTOR SYSTEM. INTEGRAL ELECTRONIC DIMMING BALLAST WHICH RESPONDS TO PHOTOCELL CONTROL. PINNACLE EDGE 4P SERIES LINEAR LIGHTING RC45 SERIES 1 F32T8 32 F19A SAME AS F19 EXCEPT NOMINALLY 2'-0" LONG. PEERLESS LIGHTLINE LSR9QS SERIES 1 F17T812' 19 LO1 ROUND LED FULL CUTOFF LAMP POST. NOMINAL 24" DIAMETER X 19' FIXTURE HEAD HEIGHT, 14' POLE HEIGHT. HOUSING CONSTRUCTED OF DURABLE CORROSION RESISTANT CAST ALUMINUM WITH A SPUN ALUMINUM TOP CAP WHICH CAN BE EASILY REMOVABLE FOR SERVICE. HIGH PERFORMANCE ACRYLIC OPTICS WITH TYPE V DISTRIBUTION. FULLY GASKETED USING A ONE PIECE MOLDED HIGH TEMPERATURE SILICONE GASKET. IP65 AND UL LISTED FOR WET LOCATION. INTEGRAL ELECTRONIC 0-10V DIMMING DRIVER. VISIONAIRE: PREMIER II ODN-2-L-42L-T5-350MA-4000 SERIES 1 INTEGRAL 4000K LED, TYPE 5 DISTRIBUTION 45 L02 ROUND LED BOLLARD. NOMINAL 6-112" DIAMETER X 39-3/8" OVERALL HEIGHT. ONE PIECE DIE-CAST EXTRUDED ALUMINUM HOUSING (TOP). CLEAR MOLDED TEMPERED GLASS LENS SECURED TO LAMP ENCLOSURE WITH A ONE PIECE DIE-CAST TRIM RING. FULLY GASKETED USING A ONE PIECE MOLDED HIGH TEMPERATURE SILICONE GASKET. REFLECTOR MADE FROM PRE ANODIZED ALUMINUM. POST CONSTRUCTED EXTRUDED ALUMINUM MECHANICALLY FASTENED TO A CYLINDRICAL EXTRUDED LAMP HOUSING (TOP). IP65 AND UL LISTED FOR WET LOCATION. INTEGRAL ELECTRONIC 0-10V DIMMING DRIVER. BEGA 8452 LED SERIES L15 I 1 INTEGRAL 4000K LED, NOMINAL 434 LUMEN OUTPUT 20 1 INTEGRAL 3000K LED, 1000 LUMEN, 40 DEGREE BEAM SPREAD L03 STAKE MOUNTED LED FLOODLIGHT. NOMINAL 8" HEIGHT X 3" DIAMETER. HOUSING FULLY MACHINED SOLID BILLET. INTEGRAL HEAT SINK AND 0 -RING GASKET. CAP TO SUPPORT TWO LENS OR LOUVER MEDIA. TEMPERED GLASS LENS. INTERCHANGABLE OPTICS. WIDE FLOOD DISTRIBUTION WITH HONEY COMB BAFFLE AND 45 DEGREE CAP STYLE. UL LISTED FOR WET LOCATION. PROVIDE WITH ELECTRONIC REMOTE DRIVER IN ACCESSIBLE LOCATION. BK DENALI FLOODLIGHT SERIES X1 1 INTEGRAL 3000K LED, 60 DEGREE BEAM SPREAD, NOMINAL 603 LUMEN OUTPUT 15 1 LED - GREEN - SUPPLIED WITH FIXTURE L04 TREE MOUNTED LED FLOODLIGHT. NOMINAL 8" HEIGHT X 3" DIAMETER. HOUSING FULLY MACHINED SOLID BILLET. INTEGRAL HEAT SINK AND 0 -RING GASKET. CAP TO SUPPORT TWO LENS OR LOUVER MEDIA. TEMPERED GLASS LENS. INTERCHANGABLE OPTICS. WIDE FLOOD DISTRIBUTION WITH HONEY COMB BAFFLE AND 45 DEGREE CAP STYLE. UL LISTED FOR WET LOCATION. PROVIDE WITH ELECTRONIC REMOTE DRIVER IN ACCESSIBLE LOCATION. BK DENALI FLOODLIGHT SERIES X2 1 INTEGRAL 3000K LED, 60 DEGREE BEAM SPREAD, NOMINAL 603 LUMEN OUTPUT 15 1 LED - GREEN - SUPPLIED WITH FIXTURE L05 RECESSED IN -GROUND LED LINEAR ASYMMETRIC FIXTURE. NOMINALLY 2' LONG X 2-8" WIDE AND 7" RECESS DEPTH. ENCLOSURE CONSTRUCTED OF EXTRUDED ALUMINUM. INNER HOUSING CONSTRUCTED OF EXTRUDED ALUMINUM. EXTRUDED ALUMINUM LENS FRAME WITH TEMPERED MATTE SAFTEY GLASS LENS BONDED FLUSH TO FACEPLATE. SLIP RESISTANT FINISH. HIGH TEMPERTURE SILICONE GASKETING. IP67 AND UL LISTED FOR WET LOCATIONS. INTEGRAL ELECTRONIC POWER SUPPLY. DESIGNPLAN CL4-A SERIES 1 INTEGRAL 3W LEDs, 3000K, NOMINAL 1200 LUMEN OUTPUT 36 COORDINATE LOCATION WITH RADIANT FLOOR. LO5A SIMILAR TO 105 EXCEPT 4' LONG 72 L06 RECESSED IN -GROUND LED ROUND FIXTURE. NOMINAL 1.02" DIAMETER AND 1.61 " RECESS DEPTH. CONSTRUCTED OF SATIN FINISH CHROMED BRASS BODY WITH SOLID ALUMINUM HEAT SINK. SILICONE GASKET SEAL. DOMED GLASS LENS AND 45 DEGREE BEAM ANGLE. REMOTE DIMMING LED DRIVER. IP68 AND U.L. LISTED FOR WET LOCATION. STANDARD MANUFACTURER'S FINISH AS SELECTED BY ARCHITECT. VISUAL LIGHTING: LUX 12-45 SERIES OR APPROVED EQUAL 1 INTEGRAL 3200K LED 1 COORDINATE LOCATION WITH RADIANT FLOOR. 107 WALL RECESSED STEPLIGHT, NOMINALLY 12" LONG x 5-1/2" WIDE AND 2-1/8"RECESS DEPTH. CONSTRUCTED OF DIE-CAST SOLID ALUMINUM. LARGE DISTRIBUTION. INTEGRAL ELECTRONIC DRIVER. UL LISTED FOR WET LOCATION. STANDARD MANUFACTURER'S FINISH AS SELECTED BY ARCHITECT. WINONA STEP 13 SERIES 1 INTEGRAL 3000K LED, NOMINAL 310 LUMEN OUTPUT 8 L08 NOT USED 3 109 SMALL SIZED WHITE DECROTIVE PENDANT. NOMINAL 19.7" DIAMETER. CONSTRUCTED OF FIBREGLASS SOAKED IN APDXY RESIN, CHROMED STEEL PENDANT. INTEGRAL LUTRON DIMMING DRIVER. VERIFY MOUNTING HEIGHTS AND EXACT LOCATIONS WITH ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. M000I: RANDOM LIGHT SMALL SERIES NO SUBSTITUTES 1 INTEGRAL 2600K LED, NOMINAL 300 LUMEN OUTPUT 10 LO9A SIMILAR TO L09, EXCEPT MEDIUM SIZE, NOMINAL 31.5" DIAMETER. M0001: RANDOM LIGHT MEDIUM SERIES 1 INTEGRAL 2600K LED, NOMINAL 390 LUMEN OUTPUT 11 LO9B SIMILAR TO L09, EXCEPT LARGE SIZE, NOMINAL 41.3" DIAMETER. M0001: RANDOM LIGHT LARGE SERIES 1 INTEGRAL 2600K LED, NOMINAL 390 LUMEN OUTPUT 11 L10 RECESSED 6" ROUND APERTURE DOWNLIGHT. NOMINALLY 7-114" OUTER DIAMETER X 7-114" RECESS DEPTH. COLD ROLLED STEEL HOUSING. HIGH BRIGHTNESS ROYAL BLUE LEDS WITH REMOTE PHOSPHOR LENS. LED BOARD BACKED BY ALUMINUM HEAT SINK. SELF -FLANGED, CLEAR, SEMI -SPECULAR ALZAK LOWER CONE REFLECTOR PROVIDES NOINALLY 50 DEGREE CUTOFF TO IMAGE OF LENS. WIDE BEAM DISTRIBUTION. INTEGRAL LED. 0-10V DIMMING DRIVER WHERE REQUIRED IF IN DAYLIGHT ZONES. LIGHTOLIER C6L1520DL SERIES OMEGA OM6LED SERIES; PORTFOLIO LD6 SERIES, USAI 3021 SERIES 1 INTEGRAL 3500K LED, 1500 LUMEN, WIDE BEAM SPREAD, 80 CRI 27 LI1 CASEWORK INTEGRATED LIGHT. KCLS STANDARD PROVIDED BY OWNER L12 RECTANGULAR APERTURE LENSED LED WALL WASHER. NOMINAL 4-1/2" WIDE X 8-1/2" LONG APERTURE AND 9-15/16" RECESS DEPTH. HOUSING CONSTRUCTED OF COLD ROLLED STEEL HOUSING. CLEAR ALZAK KICKER REFLECTOR WITH FROSTED FINE MICROPRISM SPREAD LENS. NOMINALLY 1717 LUMEN DELIVERED FIXTURE LIGHT OUTPUT WITH WIDE LATERAL SPREAD DISTRIBUTION. INTEGRAL ELECTRONIC DIMMING LED DRIVER WHICH RESPONDS TO PHOTOCELL CONTROL. STANDARD MANUFACTURER'S TRIM FINISH AS SELECTED BY ARCHITECT. KURT VERSEN D4516 SERIES 1 INTEGRAL 3500K LED, 1717 DELIVERED LUMENS 48 L13 RECESSED 6" SQUARE APERTURE WALL WASHER. NOMINAL 7-1/4" OUTER DIAMETER X 6-1/4" RECESS DEPTH. COLD ROLLED STEEL HOUSING. HIGH BRIGHTNESS ROYAL BLUE LEDS WITH REMOTE PHOSPHOR LENS TO PRODUCE 3500K CCT WHITE LIGHT AND A MINIMUM CRI OF 80. LED BOARD BACKED BY ALUMINUM HEAT SINK. NOMINALLY 1500 LUMEN INITIAL FIXTURE LIGHT OUTPUT. SELF -FLANGED, CLEAR, SEMI -SPECULAR ALZAK LOWER REFLECTOR PROVIDES NOINALLY 50 DEGREE CUTOFF TO IMAGE OF LENS. WIDE BEAM DISTRIBUTION. INTEGRAL ELECTRONIC 0-10V LED DIMMING DRIVER. LIGHTOLIER C6X6L15201MN 1 INTEGRAL 3500K LED, 1500 LUMEN 27 L14 LOW VOLTAGE SMALL APERTURE RECESSED DOWNLIGHT INTEGRAL TO HANDRAIL, NOMINAL 1" DIAMETER X 1.25" RECESS DEPTH. DISTRIBUTION T.B.D. ACRYLIC LENS. INTEGRAL ELECTRONIC LED DRIVER FOR EACH MODULE. WAGNER ARCHITECTURAL SYSTEMS: LUMENRAIL KLIK LEDPOD 1 INTEGRAL 3000K LED, NOMINAL 145 LUMEN OUTPUT, BEAM SPREAD T.B.D. 2 L15 I RECESSED PINHOLE LED DOWNLIGHT. NOMINALLY 1.75" ROUND APERTURE X 5.75" RECESSING DEPTH. CONSTRUCTED OF STEEL AND ALUMINUM. DIE CAST APERTUREIBAFFLE WITH DEEPLY REGRESSED LIGHT SOURCE FOR MINIMAL APERTURE GLARE. 30 DEGREE CUT OFF ANGLE. LUTRON 3 WIRE HI-LUME ELECTRONIC DIMMING DRIVER. PROVIDE WITH SPREAD LENS. UL LISTED. MANUFACTURER'S STANDARD FINISH AS SELECTED BY ARCHITECT. LUCIFER LIGHTING: DL1ZP SERIES EDISON PRICE: TWO LS -AA -L10 SERIES; ACULUX: TC210LAR SERIES 1 INTEGRAL 3000K LED, 1000 LUMEN, 40 DEGREE BEAM SPREAD 14 X1 SINGLE FACE GREEN LED EXIT SIGN. DIECAST ALUMINUM HOUSING, UNIVERSAL ARROWS AND UNIVERSAL MOUNT. CAST ALUMINUM FACEPLATE WITH STENCIL FACE, MANUFACTURER'S STANDARD FINISH AS SELECTED BY ARCHITECT. ASSEMBLY SHALL BE HELD IN PLACE WITHIN THE DIECAST FIXTURE FRAME USING REINFORCED PLASTIC OR METALLIC CLIPS. SHALL MEET UL STANDARD 924. SURELITES CX SERIES; LITHONIA SIGNATURE SERIES; DUAL -LITE SEMPRA SERIES; EMERGI-LITE PRESTIGE SERIES; CHLORIDE CXL SERIES; ISOLITE LPDC SERIES 1 LED - GREEN - SUPPLIED WITH FIXTURE 3 VERIFY LETTER COLOR REQUIRED IN JURISDICTION OF PROJECT. INTEGRAL BATTERY PACK FOR EMERGENCY OPERATION. X2 DUAL FACE GREEN LED EXIT SIGN. DIECAST ALUMINUM HOUSING, UNIVERSAL ARROWS AND UNIVERSAL MOUNT. CAST ALUMINUM FACEPLATE WITH STENCIL FACE, MANUFACTURER'S STANDARD FINISH AS SELECTED BY ARCHITECT. ASSEMBLY SHALL BE HELD IN PLACE WITHIN THE DIECAST FIXTURE FRAME USING REINFORCED PLASTIC OR METALLIC CLIPS. SHALL MEET UL STANDARD 924. SURELITES CX SERIES; LITHONIA SIGNATURE SERIES; DUAL -LITE SEMPRA SERIES; EMERGI-LITE PRESTIGE SERIES; CHLORIDE CXL SERIES; ISOLITE LPDC SERIES 1 LED - GREEN - SUPPLIED WITH FIXTURE 3 VERIFY LETTER COLOR REQUIRED IN JURISDICTION OF PROJECT. INTEGRAL BATTERY PACK FOR EMERGENCY OPERATION 2 k3 1 RECEIVED CITY OF TUKWILA OCT 1 4'2014 PERMIT CENTER D PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14346 Tukwila International Boulevard Tukwila, WA 98168 King County Library System _ Lighting Design and Consulting C B A SPAKLING WORK TOGETHER I STAND APART 4100 194th Street SW, Suite 400 Lynnwood, Washington 98036-4613 206-667-0555 800-667-0610 www.sparling.com CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/2014 NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn Checked Approved Title LIGHT FIXTURE SCHEDULE Sheet E06-01 & RS\ULJ KW SURVEY INFORMATION BASIS OF BEARING - NAD83/91 PER CITY OF TUKWILA THE BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83/91 PER CITY OF TUKWILA. CITY OF TUKWILA HORIZONTAL CONTROL POINT NO. 17 (S. 1/4 CORNER OF SEC. 15) WAS HELD FOR POSITION AND A LINE BETWEEN SAID POINT NO. 17 AND CITY OF TUKWILA HORIZONTAL CONTROL POINT NO. 1925 WAS HELD FOR ROTATION BEING NORTH 87 35' 22" WEST. VERTICAL DATUM - NAVD 88 PER CITY OF TUKWILA THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF TUKWILA. CITY OF TUKWIILA CONTROL POINT NO. 17 (S. 1/4- CORNER OF SEC. 15) WAS HELD FOR ELEVATION, BEING 288.757'. PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING A "TRIMBLE 5600" ROBOTIC TOTAL STATION, TRIMBLE "S6" ROBOTIC TOTAL STATION AND TOPCON GR3 GPS SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. REFERENCE MAPS: 1. RECORD -OF -SURVEY REC.N0.20050725900010 2. RECORD -OF -SURVEY REC.N0.20010711900012 3. RECORD -OF -SURVEY REC.N0.20050603900013 4. RECORD -OF -SURVEY REC.N0.20011029900014 5. PLAT OF JAMES CLARKS GARDEN ADDITION VOL.13, PG.12 6. PLAT OF ADAMS HOME TRACTS VOL10, PG.31 TOTAL AREA: 254,514±S.F. (5.843±ACRES) SURVEYOR NOTES: 1. THERE ARE NUMEROUS UTILITIES ALONG THE WEST LINES OF TITLE PARCELS A, B AND C NOT CONTAINED WITHIN EASEMENTS 2. THERE ARE A FEW ENCROACHMENTS ALONG THE BOUNDARIES. SEE SHEET 2 AND 3. 3. THERE ARE A FEW OVERLAPPING LEGAL DESCRIPTIONS AS SHOWN. 4. THERE ARE TWO SIGNIFICANT GAPS IN DESCRIPTIONS. ONE IN THE NORTH PORTION OF THE SITE AND THE OTHER IS IN THE SOUTH PORTION OF THE SITE. SEE SHEETS 2 AND 3. TAX PARCEL NOS: 152304-9242, 152304-9096, 152304-9092, 155420-0005, 155420-0010, 155420-0015, 155420-0020, 155420-0025, 155420-0030, 155420-0036, 155420-0037, 155420-0033, 155420-0035, 155420-0034, 004000-0180, 004000-0194, 004000-0146, 004000-0145, 004000-0191, 004000-0196, 004000-0198. LEGAL DESCRIPTIONS: (PER PACIFIC NORTHWEST TITLE COMPANY ORDER NO. 1164187, SECOND REPORT DATED FEBRUARY 28, 2012 AT 8:00 A.M.) TITLE PARCEL k THAT PORTION OF LOT 9 IN BLOCK 3 OF JAMES CLARK'S GARDEN ADDITION TO THE CITY OF SEATTLE, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 12, RECORDS OF KING COUNTY AUDITOR; AND OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTH 812.6 FEET OF THE EAST 425.5 FEET OF SAID SOUTHEAST 1/4; THENCE SOUTH 01'27'30" WEST 200 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTHWESTERLY TO A POINT ON THE EASTERLY LINE OF PACIFIC HIGHWAY SOUTH (STATE ROAD NO. 1), DISTANT SOUTHERLY 250.50 FEET (AS MEASURED ALONG SAID EASTERLY LINE) FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE NORTH LINE OF THE SOUTH 812.6 FEET OF SAID SOUTHEAST 1/4; THENCE SOUTHERLY ALONG SAID EASTERLY HIGHWAY UNE TO THE SOUTH LINE OF SAID LOT 9; THENCE EASTERLY ALONG SAID SOUTH LINE TO THE SOUTHEAST CORNER THEREOF; THENCE SOUTHERLY TO A POINT ON THE NORTHERLY LINE OF A TRACT CONVEYED TO ZIBA HUNTINGTON BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 412377; THENCE EASTERLY ALONG SAID NORTH LINE TO A POINT WHICH BEARS SOUTH 01'27'30" WEST FROM THE TRUE POINT OF BEGINNING; THENCE CONTINUING EAST TO A POINT 405.04 FEET WEST FROM THE EAST LINE OF SAID SOUTHEAST 1/4 OF SOUTH SOUTHWEST 1/4; THENCE NORTH PARALLEL WITH SAID EAST LINE 65 FEET; THENCE NORTHWESTERLY TO THE TRUE POINT OF BEGINNING. TITLE PARCEL A-1: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER A STRIP OF LAND 20 FEET IN WIDTH THE SOUTHERLY LINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH UNE OF THE NORTH 398.1 FEET OF THE EAST 525.5 FEET OF THE SOUTH 812.6 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., 100 FEET DISTANT EAST OF THE NORTHWFST (:ORNFR OF SAID SUBDMSION: THENCE SOUTH 01'27'30" WEST 200 FEET TO THE TRUE POINT OF BEGINNING OF THE SOUTHERLY LINE OF THE EASEMENT HEREIN DESCRIBED; THENCE SOUTHWESTERLY TO A POINT ON THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH (STATE ROAD NO. 1) WHICH POINT IS 250.50 FEET SOUTHERLY AS MEASURED ALONG SAID HIGHWAY FROM A POINT IN THE EAST MARGIN OF SAID HIGHWAY DISTANT 23.40 FEET, MORE OR LESS, WEST OF THE WEST UNE OF THE SUBDIVISION HEREIN DESCRIBED AND ON THE NORTH LINE THEREOF AS THE SAME IS PRODUCED WESTERLY; SITUATE IN THE CITY OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL B: THE NORTH 185.90 FEET OF THE SOUTH 430.9 FEET OF THE WEST 505 FEET OF THE EAST 1,031 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF WASHINGTON STATE HIGHWAY NO. 1 (PACIFIC HIGHWAY SOUTH); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING , STATE OF WASHINGTON. TITLE PARCEL C: LOTS 1 THROUGH 6 INCLUSIVE, CHERRY LANE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON; TITLE PARCEL D: THE SOUTH 245 FEET OF THE WEST 505 FEET OF THE EAST 1031 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., LYING EASTERLY OF THE STATE HIGHWAY NO. 1; EXCEPT THE SOUTH 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY INSTRUMENT RECORDED UNDER RECORDING NO. 1158645; AND EXCEPT THAT PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., LYING SOUTHWESTERLY OF THE ARC OF A CIRCLE HAVING A RADIUS OF 12.5 FEET WHICH IS TANGENT TO THE NORTH RIGHT OF WAY LINE OF SOUTH 144TH STREET AND THE EAST RIGHT OF WAY UNE OF PACIFIC HIGHWAY SOUTH, CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 7409040396; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL E: LOT A OF SHORT PLAT NO. 90 -9 -SS. RECORDED UNDER RECORDING NO. 9010240314, BEING A PORTION OF LOT 7, CHERRY LANE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON; TITLE PARCEL F: LOT B OF SHORT PLAT NO. 90 -9 -SS, RECORDED UNDER RECORDING NO. 9010240314, BEING A PORTION OF LOT 7, CHERRY LANE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON; TITLE PARCEL G: THE NORTH 220 FEET OF LOT 7, CHERRY LANE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 132 FEET THEREOF; TITLE PARCEL H: LOT 7, CHERRY LANE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 220 FEET THEREOF; AND EXCEPT THE SOUTH 84 FEET THEREOF; TITLE PARCEL I: THE SOUTH 84 FEET OF LOT 7, CHERRY LANE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON; TITLE PARCEL J: THE SOUTH 65 FEET OF THE NORTH 185 FEET OF THE SOUTH 414.5 FEET OF THE WEST 100 FEET OF THE EAST 120 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST W M, EXCEPT 42ND AVENUE SOUTH RIGHT-OF-WAY, AS WIDENED BY DEED RECORDED UNDER RECORDING NO 5596214, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL K: THAT PORTION OF THE NORTH 105.12 FEET OF LOT 13 LYING EASTERLY OF STATE ROAD NO 1 IN BLOCK 2 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, EXCEPT THOSE PORTIONS OF LOT 13 CONVEYED FOR ROAD PURPOSES TO KING COUNTY, STATE OF WASHINGTON, RECORDED UNDER RECORDING NO 7501150141 AND TO THE STATE OF WASHINGTON RECORDED UNDER RECORDING NO 9603260430, RECORDS OF KING COUNTY, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL L THE WEST 60 FEET OF THE NORTH 83 FEET OF LOT 14 IN BLOCK 2 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL M: THAT PORTION OF LOTS 13 AND 14 IN BLOCK 2 OF ADAM HOME TRACTS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 60 FEET EAST AND 159 FEET NORTH OF THE SOUTHWEST CORNER OF TRACT 14; THENCE WESTERLY 100 FEET; THENCE NORTHERLY 26 FEET; THENCE WESTERLY 78.51 FEET TO THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH; THENCE NORTHEASTERLY ALONG SAID HIGHWAY 23.74 FEET; THENCE EASTERLY 109.85 FEET; THENCE NORTHERLY 22.20 FEET; THENCE EASTERLY 60 FEET; THENCE SOUTHERLY 70.60 FEET TO POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL N: THAT PORTION OF LOTS 12, 13 AND 14 IN BLOCK 2 OF ADAMS HOME TRACTS DESCRIBED AS FOLLOWS: BEGINNING 60 FEET EAST AND 125 FEET NORTH OF THE SOUTHWEST CORNER OF TRACT 14; THENCE WESTERLY 198.14 FEET TO THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH; THENCE NORTHEASTERLY ALONG SAID HIGHWAY 63.02 FEET; THENCE EASTERLY 78.51 FEET; THENCE SOUTHERLY 26 FEET; THENCE EASTERLY 100 FEET; THENCE SOUTHERLY 34 FEET TO POINT OF BEGINNING. ALTA / ACSM LAND TITLE SURVEY SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL 0 LOT 14 IN BLOCK 2 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY; EXCEPT THE WEST 60 FEET THEREOF, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL P: THE WEST 28.6 FEET OF LOT 15 IN BLOCK 2 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TITLE PARCEL Q: LOT 15, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS PAGE 31, IN KING COUNTY, EXCEPT THE WEST 29.5 FEET THEREOF; AND EXCEPT THE SOUTH 11.5 FEET THEREOF; AND EXCEPT THE EAST 3.0 FEET THEREOF. SPECIAL EXCEPTIONS: (PER PACIFIC NORTHWEST TITLE COMPANY ORDER NO. 1164187, SECOND REPORT DATED FEBRUARY 28, 2012 AT 8:00 A.M.) 1. LIEN OF THE REAL ESTATE EXCISE SALES TAX AND SURCHARGE UPON ANY SALE OF SAID PREMISES, IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR THE CITY OF TUKWILA IS AT 1.78%. LEVY/AREA CODE: 2413 AND 2401 (NOT-PLOTTABLE) GENERAL TAX NOTE 2. THE PROPERTY HEREIN DESCRIBED IS CARRIED ON THE TAX ROLLS AS EXEMPT; HOWEVER, IT WILL BECOME TAXABLE FROM THE DATE OF TRANSFER TO A TAXABLE ENTITY. (NOT-PLOTTABLE) GENERAL TAX NOTE 3. GENERAL TAX EXCEPTION FOR YEAR 2012 (NOT-PLOTTABLE) 4. GENERAL TAX EXCEPTION FOR YEAR 2012 (NOT-PLOTTABLE) 5. GENERAL TAX EXCEPTION FOR YEAR 2012 (NOT-PLOTTABLE) 6. MEMORANDUM OF LEASE: LESSOR: FREDRICK W. MCCONKEY DBA MCCONKEY ENTERPRISES LESSEE: BRIAN SINGH HARE AND JASWINDER PABLE DBA INTERNATIONAL INDIAN CUISINE DATED: AUGUST 13, 1999 RECORDED: AUGUST 16, 1999 RECORDING NO.: 19990816000531 AFFECTS: PARCELS K AND L (NOT-PLOTTABLE) 7. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENT ON PERSONAL PROPERTY AND RIGHTS OF TENANTS, AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. (NOT-PLOTTABLE) 8. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: THE STATE OF WASHINGTON PURPOSE: TO EXTEND SLOPES, GRADES OR EMBANKMENTS AREA AFFECTED: PORTION OF PARCEL N RECORDED: MARCH 08, 1930 RECORDING NO.: 2591475 (PLOTTED HEREON) ONLY OVER LOT 12 9. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: FOR: DRAINAGE PIPES AREA AFFECTED: PORTION OF PARCEL M DISCLOSED BY INSTRUMENT RECORDED: JULY 03, 1947 RECORDING NO.: 3702188 (NOT-PLOTTABLE) BLANKET IN NATURE OVER A PORTION THE WEST 60' OF LOT 14, AREA GENERALLY PLOTTED HEREON. 10 EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: KING COUNTY WATER DISTRICT #38 PURPOSE: SEWERS AREA AFFECTED: PORTION OF PARCEL P RECORDED: NOVEMBER 18, 1947 RECORDING NO.: 3745751 (NOT-PLOTTABLE) BLANKET IN NATURE OVER A THE WEST 28.6' PF LOT 15 11. EASEMENT PROVISIONS, COVENANTS, CONDITIONS, RESTRICTIONS, DEDICATIONS, AGREEMENTS, NOTES AND OTHER MATTERS AS CONTAINED IN THE PLAT OF CHERRY LANE RECORDED IN VOLUME 48 OF PLATS, PAGES 21, IN KING COUNTY, WASHINGTON. AFFECTS: PARCELS C, E, F, G, H AND I (NOT-PLOTTABLE) 12. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: FOR: DRIVEWAY AREA AFFECTED: WEST 10 FEET OF PARCEL 0 DISCLOSED BY INSTRUMENT RECORDED: MARCH 25, 1948 RECORDING NO.: 3785994 (PLOTTED HEREON) 13. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: F. M. LONG, ET UX, AND KING COUNTY WATER DISTRICT #38 DATED: JANUARY 31, 1948 RECORDED: OCTOBER 10, 1952 RECORDING NO.: 4280075 REGARDING: CONNECTION TO DRAINAGE LINE AFFECTS: PARCEL P (NOT-PLOTTABLE) 14. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: WILLIAM MANNING, ET AL, AND KING COUNTY WATER DISTRICT #38 DATED: MAY 28, 1949 RECORDED: OCTOBER 10, 1952 RECORDING NO.: 4280076 REGARDING: SEWER LINE MAINTENANCE AFFECTS: PARCEL P (NOT-PLOTTABLE) BLANKET OVER SOUTHERLY PORTION OF LOT 15 15. DRAINAGE RELEASE AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: JOHN A. DEAN, ET UX, AND KING COUNTY DATED: FEBRUARY 03, 1953 RECORDED: FEBRUARY 11, 1953 RECORDING NO.: 4314485 REGARDING: CONSENT TO THE NATURAL FLOW OF SURFACE WATER FROM THE PLAT OF CHERRY LANE TO BE CARRIED IN ITS NATURAL CHANNEL ACROSS THE SUBJECT PROPERTY AND TO HOLD KING COUNTY BLAMELESS FOR ANY DAMAGE THAT MAY BE CAUSED BY SAID DRAINAGE FLOW. AFFECTS: PARCELS E THROUGH I (APPROXIMATELY SHOWN) SEE THE LOCATION OF THE DRAINAGE CHANNEL ON SHEET 2 16. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: VAL VUE SEWER DISTRICT PURPOSE: A GRAVITY SANITARY SEWER LINE OR LINES AREA AFFECTED: PORTION OF PARCEL D RECORDED: JANUARY 02, 1958 RECORDING NO.: 4862270 (PLOTTED HEREON) 17. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: VAL VUE SEWER DISTRICT PURPOSE: A GRAVITY SANITARY SEWER LINE OR LINES AREA AFFECTED: PORTION OF PARCEL A RECORDED: JANUARY 08, 1958 RECORDING NO.: 4863932 (PLOTTED HEREON) 18. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: VAL VUE SEWER DISTRICT PURPOSE: A GRAVITY SANITARY SEWER LINE OR LINES AREA AFFECTED: PORTION OF PARCEL A RECORDED: JANUARY 08, 1958 RECORDING NO.: 4863933 (PLOTTED HEREON) 19. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: JUNE 13, 1963 RECORDING NO.: 5593214 GRANTEE: KING COUNTY AFFECTS: PORTION OF PARCEL J (NOT-PLOTTABLE) BLANKET SLOPES OVER TITLE PARCEL J, WHICH IS NOT A PART OF THIS ALTA. 20. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: KING COUNTY PURPOSE: SLOPES AREA AFFECTED: PORTION OF PARCEL 0 RECORDED: JUNE 19, 1974 RECORDING NO.: 7406190219 (PLOTTED HEREON) 21. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: KING COUNTY PURPOSE: SLOPES AREA AFFECTED: PORTION OF PARCEL Q RECORDED: JUNE 19, 1974 RECORDING NO.: 7406190221 (PLOTTED HEREON) 22. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: SEPTEMBER 04, 1974 RECORDING NO.: 7409040396 GRANTEE: KING COUNTY AFFECTS: PORTION OF PARCEL D (NOT-PLOTTABLE) BLANKET IN NATURE 23. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: KING COUNTY PURPOSE: SIDEWALK AREA AFFECTED: PORTION OF PARCEL D RECORDED: SEPTEMBER 04, 1974 RECORDING NO.: 7409040397 (PLOTTED HEREON) 24. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: THE CITY OF SEATTLE PURPOSE: ELECTRIC TRANSMISSION AND DISTRIBUTION LINE FACILITIES AREA AFFECTED: PORTION OF PARCEL D RECORDED: NOVEMBER 01, 1974 RECORDING NO.: 7411010445 (DOESN'T AFFECT) DESCRIPTION IS WEST OF INTERNATIONAL BLVD. 25. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: KING COUNTY PURPOSE: SLOPES AREA AFFECTED: PORTION OF PARCEL L RECORDED: NOVEMBER 12, 1974 RECORDING NO.: 7411120163 (PLOTTED HEREON) 26. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: KING COUNTY PURPOSE: SLOPES AREA AFFECTED: PORTION OF PARCEL K RECORDED: NOVEMBER 13, 1974 RECORDING NO.: 7411130393 (DOESN'T AFFECT) AREA NOW IS WITHIN PUBLIC R/W 27. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: JANUARY 15, 1975 RECORDING NO.: 7501150141 GRANTEE: KING COUNTY AFFECTS: PORTION OF PARCEL K (NOT-PLOTTABLE) BLANKET IN NATURE 28. CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NUMBER 7611029008, IN KING COUNTY, WASHINGTON. AFFECTS: PARCELS 0 AND P (PLOTTED HEREON) 29. CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NUMBER 8001239002, IN KING COUNTY, WASHINGTON. AFFECTS: PARCELS B AND C (NOT-PLOTTABLE) 30. RIGHT OF ENTRY AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: TCI CABLEVISION OF WASHINGTON, INC., AND LEO MALFAIT RECORDED: JULY 01, 1988 RECORDING NO.: 8807010903 AFFECTS: PARCEL D (NOT-PLOTTABLE) 31. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: VAL VUE SEWER DISTRICT AND THOMAS M. AND BARBARA L WHITLEY DATED: SEPTEMBER 06, 1988 RECORDED: SEPTEMBER 26, 1988 RECORDING NO.: 8809260958 AFFECTS: PARCELS G, H AND I (NOT-PLOTTABLE) 32. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN SHORT PLAT NO. 90 -9 -SS : RECORDED: OCTOBER 24, 1990 RECORDING NO.: 9010240314 AFFECTS: PARCELS E AND F (NOT-PLOTTABLE) 33. CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NUMBER 9210079005, IN KING COUNTY, WASHINGTON. AFFECTS: PARCEL J (NOT-PLOTTABLE) 34. EASEMENT AND THE TERMS AND CONDITIONS THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: PURPOSE: GAS LINE AREA AFFECTED: PORTION OF PARCEL I RECORDED: MARCH 21, 1994 RECORDING NO.: 9403212327 (PLOTTED HEREON) 35. UNRECORDED AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: KING COUNTY LIBRARY SYSTEM AND SCOTT BURDINE DATED: OCTOBER 1, 1992 DISCLOSED BY INSTRUMENT RECORDED: DECEMBER 22, 2000 RECORDING NO.: 20001222000514 AFFECTS: PARCEL J (NOT-PLOTTABLE) AFFECTS TITLE PARCEL J, WHICH IS NOT A PART OF THIS ALTA. 36. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: RESERVED BY: THE HOUSING AUTHORITY OF THE COUNTY OF KING PURPOSE: PARKING AREA AFFECTED: PORTION OF PARCEL Q RECORDED: JUNE 14, 2002 RECORDING NO.: 20020614001446 SAID EASEMENT IS FURTHER CLARIFIED BY INSTRUMENT RECORDED UNDER RECORDING NO. 20070330001697. (PLOTTED HEREON) VICINITY MAP N.T.S SURVEYOR'S CERTIFICATION: TO: THE CITY OF TUKWILA, A MUNICIPAL CORPORATION & PACIFIC NORTHWEST TITLE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS AND INCLUDES ITEMS 5, 7(61)(C), 8, 9, 11(A)(B), 16, 17 AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED IN MARCH, 2012 DATE OF PLAT OR MAP: MARCH 15, 2012 y 7/9/12 BRIAN D. GILLOOLY, P.L.S./ DATE WASHINGTON REGISTRATIONO. 46315 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DMSION ' C/ \y- RASi/ 40 / D , ��, d gam. '.,� •. ,� 4,1 • 63150 /OA/ A t L ANS S� 7/9/12 C 0 U) > a) a) 0 0 z w ac LLJJ F."," N U co z T z ed T CU w co II- w CO z cc cc0 z CO N O_ I - z 0 z U) >- z 0 U z —J IF- U - 0 IF - U / i L 0 L C o N PII r 0 I 0 U 0 a) C 0) U) a) ci 0 0 C 0 ci v a� U 0 L U CD 0 W 0 a Cl. 18215 72ND AVENUE SOUTH ICj N O N 00 N 0) CO Q I LC) N X (NI CO I•-• 00 Lf) N _w 0 z_ zCr z w gN O- W O CC w _z U (n z w z ED - z w Job Number LO Lid to r CO w 4— 0 . RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER File:P:\15000s\15255 \survey\ 15255tA01.dwg 35TH AVE S S 140TH ST S 141ST ST S 142ND ST O /tan iom1, am li fppr,al A red SITE 42ND AVE S S 144TH ST 2 / d s S 146TH ST SURVEYOR'S CERTIFICATION: TO: THE CITY OF TUKWILA, A MUNICIPAL CORPORATION & PACIFIC NORTHWEST TITLE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS AND INCLUDES ITEMS 5, 7(61)(C), 8, 9, 11(A)(B), 16, 17 AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED IN MARCH, 2012 DATE OF PLAT OR MAP: MARCH 15, 2012 y 7/9/12 BRIAN D. GILLOOLY, P.L.S./ DATE WASHINGTON REGISTRATIONO. 46315 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila BUILDING DMSION ' C/ \y- RASi/ 40 / D , ��, d gam. '.,� •. ,� 4,1 • 63150 /OA/ A t L ANS S� 7/9/12 C 0 U) > a) a) 0 0 z w ac LLJJ F."," N U co z T z ed T CU w co II- w CO z cc cc0 z CO N O_ I - z 0 z U) >- z 0 U z —J IF- U - 0 IF - U / i L 0 L C o N PII r 0 I 0 U 0 a) C 0) U) a) ci 0 0 C 0 ci v a� U 0 L U CD 0 W 0 a Cl. 18215 72ND AVENUE SOUTH ICj N O N 00 N 0) CO Q I LC) N X (NI CO I•-• 00 Lf) N _w 0 z_ zCr z w gN O- W O CC w _z U (n z w z ED - z w Job Number LO Lid to r CO w 4— 0 . RECEIVED CITY OF TUKWILA JUN 2 1 2013 PERMIT CENTER File:P:\15000s\15255 \survey\ 15255tA01.dwg CLIP WINDOW HEADER PER 1/5-503 TO COL. PER 10/5-101 EXTEND BEAM 2" PAST PERP W12 TO MAKE CONN PER 18/5-502 , TYP. 121-0" 13'-0" 15'-0" [3111-51/21 TYP. AT LOW ROOF 5'-3" /7/7o NOTE H55 6x4x 1/4 310'-1 /2, TYP. (5) LOCATIONS THIS LINE NOTE 2 410x15 410x15 412x22 STRUT [310'47 412x14 410x15 - 410x15 414x43 412x35 STRUT HS 12x4x%4 MECH'L UNIT 1N1Sx50 0 "' ozz ,�:::::,: „ili SxHl:::, m",: :,:: ::::::::.:::::::: 1' -41/4 - Ilk 1, -503 PEN 4x'/4 BRACE N12x26 [HI STRUT 08"x12" SIM. [L] 26 (30 x30 (16) 1 0 0 A 4"W 41 Sxcil u, 0 412x26 [L] STRUT 412x40 412x40 412x40 H55 4x4x 14 BRACE 412x14 MAX. WEIGHT :1800# REINFORCE DECK OPENINGS PER 10/5-501, TYP. MECH'L UNIT MAX. WEIGHT =1800# (2)#4 x 301-6" 41 x14 (3) — [3111-51/21 TYP. AT EXTEND BEAM 2" PAST (. LOW ROOF, U.O.N. PERP. 412 TO MAKE CONN. PER 15/5-502 , TYP. SLIDER DOOR HEAD SUPPORT PER 25/5-505 5 TYP. AT UNITS _._...4.2X30-(20)- ___--R MECH'L UNIT MAX. WEIGHT : SOG [301-11/2'] TYP. AT MEZZANINE BF -3 5 T-3 CLT DECKING P NEL (NOTE 1 ON 5203) H55 OUTRIGGERS PER 23/5-504 ,TYP. CR055 LAMINATED TIMBER WALL PANEL PER 20/5-504 . SEE ARCH'L FOR EXTENTS Mezzanine/Low Roof Framing Plan 1/8" = 1'-0" H55 Sx4x1/4 [3051-5V] H55 Sx4x1/4 [308'-S'/2'] H55 Sx4x14 [308'-S1/21 TYP. THIS LINE PLAN NOTES: 1. TYPICAL DECK SLAB CONSISTS OF 2" METAL DECK 4/ 2 %2' CONC. TOPPING PER 12/5-501 INSTALL ADDITIONAL REINFORCING A5 SHOWN ON DRAWINGS. 2. ROOF DECKING SHALL BE 11/2" DEEP PER 6/5-501 3. STEEL BEAMS SHALL BE SPACED EQUALLY A5 SHOWN, U.O.N. 4. SIZES OF MEMBERS OF BRACED FRAMES APPEAR ON BRACED FRAME ELEVATIONS. 5. THE GENERAL CONTRACTOR SHALL REINFORCE ALL OPENINGS AT ROOF DECKS OR COMPOSITE DECKS PER GENERAL STRUCTURAL NOTE 16. ALL OPENINGS ARE NOT BE SHOWN ON THE STRUCTURAL DRAWINGS. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS NOT SHOWN. CONTRACTOR SHALL COORDINATE OPENING DIMENSIONS AMONGST ALL TRADES, AND SUBMIT TO ENGINEER FOR REVIEW PRIOR TO FABRICATION/ERECTION. 3 LEGEND: / SPAN DIRECTION OF DECK SLAB OR ROOF DECK PER PLAN NOTES TOP OF SLAB ELEVATION x' -x" [x' -x"] TOP OF STEEL BEAM ELEVATION T.O. STEEL TOP OF STEEL EQUALS BOTTOM EL.: x' -x" OF METAL DECK BEAM WEB PENETRATION x"m AT CIRCULAR PENETRATIONS OR x" x x" (HEIGHT x WIDTH) AT RECTANGULAR PENETRATIONS. ±x" REFERS TO DIMENSIONS ABOVE OR BELOW BEAM TO PENETRATION. PENETRATION SHALL BE IN ACCORDANCE 4/ 3/5-502 [H] [L] RELATIVE PLACEMENT OF FRAMING MEMBER OR DETAIL CUT [H] : HIGH [L] = LOW SEISMIG FORGE RESISTING LEGEND: (SEE GENERAL STRUCTURAL NOTE 13) BRACED FRAME PER ELEVATION OF SHEET 5-601 DIAPHRAGM DIAPHRAGM AT THIS LEVEL CONSISTS OF THE FLOOR SLAB 4 ROOF DECK PER PLAN NOTE 1 4 2. STRUT DRAG STRUT OR CHORD COMPONENT OF THE SEISMIC FORCE RESISTING SYSTEM DIAGONAL BRACE PER PLAN HIGH LOAD CONNECTION PER 12/5-502 2 D EMOE Ii`',r IIIA REID C. D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 4I 3 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title MEZZANINE/LOW ROOF FRAMING -------PLAN )LECE1VAin � JAN 23 2615 1,.116 11inu t1 S-202 Copyright © 2012 Perkins+Will 1 I 1 II 1 1 1 1 L S. 142ND ST. CB20 P(OH) 11,11,1 POWER VAULT 0821 LIGHT POLE W/JBOX w U Lal TEL. JBOX LIGHT POLE W/JBOX J z U ALTA / ACSM LAND TITLE SURVEY CB22 POWER PoLr- ' -" — -SIGN- W/ANCHOR FIRE HYDRANT 1 W/VALVE BOLLARD TEL. JBOX LOT 7 PLAT OF JA ES I ©LAWS GARDEN ADD DD ITION LIGHT POLE W/JBOX VOU39 PG.112 1 1 LIGHT POLE W/JBOX (TREE WELL (TYP) TEL. 1 MANHOLE LIGHT POLE W/JBOX FIRE HYDRANT _ __ __W/VALVE _ WATER METER LIGHT POLE W/JBOX TREE WELL (TYP) SIGNAL POLE JBOX JBOX 00 0 I 13 I I- CB1 TREE WELL (TYP) TREE WELL (TYP) I TREE WELL (TYP) 404, 20' APPURTENANT INGRESS & EGRESS EASEMENT / REC.N0.20021113002063 FOUND 1" IRON PIPE/NO CAP 0.08' S. & 0.16' E. OF COR. ooj POWER MANHOLE+1.;i ECO BLOCK (TYP) .1 CEDAR CURB 10.0'SW. OF PROP. LINE.' CU6.6'. 3F PROPRB. LINSWE' + FOUND 5/8" REBAR/CAP LS#23504 0.35' N. & 0.35' E. OF COR. LIGHT POLE W/JBOX JBOX POWER VAULT FIRE HYDRANT W/VALVE BOLLARD JBOX GAS VALVE LIGHT POLE W/JBOX TREE WELL (TYP) // \ CEDAR POWER ,, MANHOLE POWER ,VAULT OX J 'FIRE HYDRANT NO -PARKING WATER VALVE(2) .#.# SS 1 it 1135,,1 iii I'. OUND 5/8" REBAR/CAP' ILLEGIBLE 3' N. &0.1' E (F COR' 0 -PARK, SIGN 5' ;SEWER EASEMENT REC.N0.4863932 \�a N8724'4.010/ 58.48' 'S00'29'20"W ECO BLOCKS / 11.45' (TYP) , ---- +�s +i8T35'31 N 9.96' 1 TREE WELL I . (TYP) L.. . h czr p '--- KEYSTONE4ALLi • • WDSR 3" L. . KEYSTONE WALL`I • W/CEDAR 6" , J SIGNAL POLE ALK SIGN 15' SEWER EASEMENT REC.N0.4863933 7" SS S8735"31 `E 130.94' N8735'31 "Y SS •., • E W/LUMINAIRE & ANCHOR FOUND 1/2'__2s-- ~� \ REBAR/NO CAP ' N. rF COR. NO -PARK SIGN SSMH2 0 GHAu E `r/NG EN GU., 15 20 60 SCALE: 'I"=30' CB 2 8" DI. CULVERT IE=286.05' 13.98' CB1 3 98'CB1 12" DI. CULVERT IE=285.93' BOLLARD 2'49009" L= 7.82' EC BLOCK (1)/P) +" ' N8T35'3.1'1N ,117.92' : •++r �►^•- ,,�•- FOUND 1•/2" LOT . •'• • REBAR/CAP LIGHT LOT LIGHT 1 ellen, n oN PROP. •LINCE .• .'DAR(3) A=82491097" • ,S R=40.00' L=57.82' ECO..BLOCK (NP) .• DECIDUOUS(3) 5"/r/3.7 0.11'..... /0 J / 0 5<- / w / N8735'311'1 117.92'•. • X288 •'_� .. CEDAR. POWER METERR VAULT S8735'4VE 105.11' FOUND 1/2" REBAR/CAP LS#6422 0.14' N. OF COR. BLD. 4.9' E. OF PROP. LINE FOUND 1/2" IRON PIPE/NO CAP 0.27' E. OF COR. BLD. 4.9' E. OF PROP. LINE ///7///. NO ;TRESSFASSIN •SIG POWER ULT 2" CONC. ' CULV ° • • I 284.96' • • • • ECIEUQUS(2). 4" . .DECIDuou$ . DECIDUOUS•'5". • 'DECIDUOUS. • co / • • C IE=284 . . ECO' ' • •('TYP) / R=1960." / POWER CABINET SHEET3 .FOUND 1 3/4"'. +\n. IRON PIPE/ - ' • NO .CAP 0.1'''S. I • • OP •COR.::( POWER MANHOLE 0 es I 1 r- r \ r \ , 1 f-1 F- Fe •e Y \/ 1 1 L- 1 1 1 1 1 rs ,s '' A I., `, / I / t- I 1:,‘� LIGHT POLE W/JBOX POWER MANHOLE POWER VAULT TEL. JBOX TEL. JBOX LIGHT POLE W/JBOX 90+ 1` 12" CONC. CULVERT IE=284.85' LIGHT POL N87'35'31 117.92' LIGHT POLE fIj 'NO ' TRESSPASS 32" MAPLE 28" e. XWALK SIGN 1-r• q • 1•�- � ono! At, Z7" ' O • .i. ' 2 • ••• +,�,` H CEDAR--" Nso N W N 2 0 MAPLE 24'' SHEET3 J NOT A PART L ./4 4\y VI A s4-/:00 e • 63150 /of /STERE' c; L ANS 1 7/9/12 \\‘ eV/ i c O N '5 a) 0 0 U m 0 0 z TLE SURVEY I- Title: ALTA / ACSM LAND N cc cc ce cn zd L O U) CV U) z ,47 T w z os 1.6 T /w C/) I— C/) w C V CC I— CC O a. z N I— KING COUNTY WASHINGTON CITY OF TUKWILA REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 6 2015 City of Tukwila UILDING DIVISION RECEIVED ITY OF TUKWILA JUN 212013 PERMIT CENTER C9 J J J_ F -- I— O LL 0 C o N M 'C L 0 0 0 a) 0 a) c 0, 0) a) 0 0 m O 0 m 0 a) 0 U a) L 0 co a) 0 72ND AVENUE oo cNI cNI 00 CNI CN CN 00 cNI w CD 0 Z 12-2 LLI Job Number to a) co 4- b(6-:12.[Cot File:P:\ 15000s\15255\survey\ 15255tA01.dwg '6/20/2013 11:07:19 PM D C B A 5 5 I 4 4 9 I.I MEI 1"I NMI ■.I BBILAN NMI .i� 4 A 4 i II ii y II 3 SILL @ CLERESTORY 46 312 - 8" 4 WALL SECTION AT STAFF, NORTH LEVEL 02 307' - 6" LEVEL01 297' - 0" 3 B4 Al 1-25 2 I • • • • • • • • • • • • • • • ENLARGED ELEVATION AT STAFF, NORTH a3 "= , \ 1/2 -1-0 (D) T.O. ROOF - EAST 320' - 71/2" SILL @ CLERESTORY 312'-8" LEVEL 02 307' - 6" LEVEL 01 297' - 0" 3 ENLARGED PLAN AT STAFF, NORTH 1/2" = l'-0" VIE D FOR CODE GOMP1 JASCE C APPROVED APR 062015 i1a CiQI13'NG pIVIS1aN BUIL (3, at 2 D C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date 8153 REGISTERED ARCHITECT KAY KORNOV1CH STATE OF WASHINGTON Revisions RECEIVED CITY OF TUKWILA JUN 21 2013 PERMIT CENTER NO ISSUE DATE Sheet Information Date 6/17/2013 Job Number 161028.000 Drawn HH Checked RB Approved KK Title A ENLARGED PLANS, EXTERIOR ELEVATIONS, & WALL SECTIONS Sheet A11-25 Copyright @ 2012 Perkins+Will CV — 6/14/201S5:18:55 PM C:\Users\USBG03225\Documents\MPF-10450-KCLS Tukwila Branch - 2013_USBG03225.rvt D C B A — J — -1 ECP-/ (CAr —_J El ELECTRICAL 202 1 — I -- 0 ....................... HVAC FLOOR PLAN - LEVEL 02 3/16" =1'-0" 5 I 4 I 3 I 2 1 RECEIVED ITV OF TUKWILA JUN 2 1 2013 PERMIT CENTER SEP, PER APP REQ D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System SP • F LAC K+ KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title HVAC FLOOR PLAN - LEVEL 02 RATE }II AND $l!OVA; Jd�iP] Sheet \ M02-02 Copyright © 2012 Perkins+WiII D C B A 5 1 5 4 1 ® C4) 3 2 W12x26 W12x26 (N EQ. Ea TYP. W12x26 W12x26 W12x26 W12x26 W12x26 W12x26 1 B.O. ROOF DECK EL. = 3184/2" 1 404 (2) SPAN MIN. AT BUILDING PERIMETER ROOF OPENING X. STRUT W10x12 STRUT WSx 15 TVP. X NOTE 1 (SKYLIGHT OPENINGS (6) LOCN 5 - SEE ARCH'L 9 (0 9 (n EXTEND BEAM 2" PAST PERP. BEAM 4 MAKE CONN. PER 18/5-502 CONN. TO COL. W12x22 WT6x25 STRUT CQ 5-0" (2)SPAN MIN. AT BUILDING PERIMETER PER 21/5-502 EXCEPT USE CONN. TAB PER 17/5-502 (WS CONDITION) W12x26 2x26 W12x26 W12x26 W12x26 Roof Framing Plan 1 /8" = PLAN NOTES: 1. ROOF DECKING SHALL BE 5LT3 CR055 LAMINATED TIMBER (CLT) DECKING BY STRUCTURLAM PRODUCTS LTD. OR APPROVED EOUIVALANT 4 FABRICATED IN ACCORDANCE W/ GENERAL STRUCTURAL NOTE 41. MINIMUM PANEL WIDTH SHALL BE 8'-0". FINISHED DECKING THICKNESS = 3.9 INCHES IN/ TOP AND BOTTOM LAMINATION THICKNESS =1.26 INCHES. SEE 2q/5-504 FOR TYPICAL PANEL TO PANEL JOINTS PERPPENDICULAR TO SUPPORTS AND 30/5-504 WHERE PANEL 0 B:.r• , 5. F. •,'PEA .• EXPOSED SURFACES. INSTALL 1/2' PLYWOOD OVER CLT PANELS. NAIL SHEATHING AT DIAPHRAGM BOUNDARIES AND CONTINUOUS PANEL EDGES IN/ Sd @ 212'oc. NAIL AT OTHER PANEL EDGES IN/ Sd © 4"oc. NAIL PANEL TO CLT IN/ 8d @ 12"oc EA. WAY IN FIELD. 2. SIZES OF MEMBERS OF BRACED FRAMES APPEAR ON BRACED FRAME ELEVATIONS. 3. THE ROOF SHALL SLOPE UNIFORMLY TO ELEVATIONS SHOWN. INTERMEDIATE ELEVATIONS SHALL BE LINEARLY INTERPOLATED. 4. SEE 29/5-505 FOR SUPPORT PLATES FOR DESIGN BUILD FALL ARREST ANCHORS PER GENERAL STRUCTURAL NOTE 12. SEE ARCHITECTURAL FOR LOCATIONS. 4 3 FALL ARREST ANCHOR SUPPORT PER 2q/5-505 SEE PLAN NOTE 4 LEGEND: X SPAN DIRECTION OF ROOF DECKING PANELS (SEE PLAN NOTE 1) 7' ROOF TRUSS PER 6/5-505 CIRCULAR BEAM WEB PENETRATION CENTERED IN BEAM DEPTH (x"4) INDICATES DIAMETER) SEISMIC FORGE RESISTING LEGEND: (SEE GENERAL STRUCTURAL NOTE 13) SF -x DIAPHRAGM STRUT BRACED FRAME PER ELEVATION OF SHEET 5-601 DIAPHRAGM AT THIS LEVEL CONSISTS OF THE ROOF DECK PER PLAN NOTE 1. DRAG STRUT OR CHORD COMPONENT OF THE SEISMIC FORCE RESISTING SYSTEM HIGH LOAD CONNECTION PER 12/5-502 2 B.O. ROOF DECK EL. = 313'-l'/4' 1 1 -0) EV11EWE 11 rE`3 2015 REID MIDDLETON, INC. D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions B — / — #2 A PERMIT REVISIONS — 12T-0" — DATE — — — — 12'-0" 15'-0" 13'-0" 15-0" 15-0" 15-0" 15-0" 151-0" 12'-0" / / / / / / / /. / / / -504 W12x26 W12x26 (N EQ. Ea TYP. W12x26 W12x26 W12x26 W12x26 W12x26 W12x26 1 B.O. ROOF DECK EL. = 3184/2" 1 404 (2) SPAN MIN. AT BUILDING PERIMETER ROOF OPENING X. STRUT W10x12 STRUT WSx 15 TVP. X NOTE 1 (SKYLIGHT OPENINGS (6) LOCN 5 - SEE ARCH'L 9 (0 9 (n EXTEND BEAM 2" PAST PERP. BEAM 4 MAKE CONN. PER 18/5-502 CONN. TO COL. W12x22 WT6x25 STRUT CQ 5-0" (2)SPAN MIN. AT BUILDING PERIMETER PER 21/5-502 EXCEPT USE CONN. TAB PER 17/5-502 (WS CONDITION) W12x26 2x26 W12x26 W12x26 W12x26 Roof Framing Plan 1 /8" = PLAN NOTES: 1. ROOF DECKING SHALL BE 5LT3 CR055 LAMINATED TIMBER (CLT) DECKING BY STRUCTURLAM PRODUCTS LTD. OR APPROVED EOUIVALANT 4 FABRICATED IN ACCORDANCE W/ GENERAL STRUCTURAL NOTE 41. MINIMUM PANEL WIDTH SHALL BE 8'-0". FINISHED DECKING THICKNESS = 3.9 INCHES IN/ TOP AND BOTTOM LAMINATION THICKNESS =1.26 INCHES. SEE 2q/5-504 FOR TYPICAL PANEL TO PANEL JOINTS PERPPENDICULAR TO SUPPORTS AND 30/5-504 WHERE PANEL 0 B:.r• , 5. F. •,'PEA .• EXPOSED SURFACES. INSTALL 1/2' PLYWOOD OVER CLT PANELS. NAIL SHEATHING AT DIAPHRAGM BOUNDARIES AND CONTINUOUS PANEL EDGES IN/ Sd @ 212'oc. NAIL AT OTHER PANEL EDGES IN/ Sd © 4"oc. NAIL PANEL TO CLT IN/ 8d @ 12"oc EA. WAY IN FIELD. 2. SIZES OF MEMBERS OF BRACED FRAMES APPEAR ON BRACED FRAME ELEVATIONS. 3. THE ROOF SHALL SLOPE UNIFORMLY TO ELEVATIONS SHOWN. INTERMEDIATE ELEVATIONS SHALL BE LINEARLY INTERPOLATED. 4. SEE 29/5-505 FOR SUPPORT PLATES FOR DESIGN BUILD FALL ARREST ANCHORS PER GENERAL STRUCTURAL NOTE 12. SEE ARCHITECTURAL FOR LOCATIONS. 4 3 FALL ARREST ANCHOR SUPPORT PER 2q/5-505 SEE PLAN NOTE 4 LEGEND: X SPAN DIRECTION OF ROOF DECKING PANELS (SEE PLAN NOTE 1) 7' ROOF TRUSS PER 6/5-505 CIRCULAR BEAM WEB PENETRATION CENTERED IN BEAM DEPTH (x"4) INDICATES DIAMETER) SEISMIC FORGE RESISTING LEGEND: (SEE GENERAL STRUCTURAL NOTE 13) SF -x DIAPHRAGM STRUT BRACED FRAME PER ELEVATION OF SHEET 5-601 DIAPHRAGM AT THIS LEVEL CONSISTS OF THE ROOF DECK PER PLAN NOTE 1. DRAG STRUT OR CHORD COMPONENT OF THE SEISMIC FORCE RESISTING SYSTEM HIGH LOAD CONNECTION PER 12/5-502 2 B.O. ROOF DECK EL. = 313'-l'/4' 1 1 -0) EV11EWE 11 rE`3 2015 REID MIDDLETON, INC. D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S1 1 1620-07 Drawn JZB Checked JAW Approved CGH Title ROOF FRAMING PLAN ' '''.-)--) 1 _, C ral \\/1 1L11 JAN 23 2015 i r?=tr 1 •?r'Gn{ m --r i 1,'.ih Sheet S-203 Copyright © 2012 Perkins+Will C:\Revit Local\2014\Tukwila Library Structural_PJC.rvt C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions D FOR 11ANCE /ED 015 ila ISION A B PERMIT REVISIONS 1/19/2015 tYP* #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE BRACE SIZE ft. SIZE EA. SIDE (GRADE 50) YIELD LENGTH H55 4x4x1/4 Y2' x 6" 13" > 346 V 3 MIN.. 111 11 , II 14 / / h 41i •• ••• .44**"‘‘ . s 4•4 , • •••.•• 4 •••••• .` 4,,•,. *••••• ....• ,,..,. • ,‘ ‘.. / • •••,., •.P *1,. 4.• .t4 tt• .:, c,-;•. ..s. e. s . , ' •;••• ,4* • • • •• e 4,4 Or `• sse, • . ': ‘,.. •,,. 4 4 4•••••* , .4.4. • • 44 4 ,.. /4:t:'s."' •,,A%; *1" Si / 'S c7 . ,,, ... •04 vt.. , ••,#e A \44 .„.., . '+!,,,* s4,4 ie, 'W., s• • ' rtt 4 ,04.4•••*'• .e.vi i DECK 4 TOPPING PER PLAN (DECK 4 ORIENTATION 'TYPE VARIES) effective throat #4 ///,' / \ i / / # \> ' / \ s / ' H55 BRACES PER BF ELEVATION full length of flat x x x ' T -- ST IFF ft's thickness = 54,t hes \ , 400- 14 r surface of vf hss 1#,/j < \ PER DETAILS 1 MAX. 4 6x4x5/16 x 11-3" (LLV) BEAM PER BRACED --/ FRAME ELEVATION CTRD. IN DECK FLUTES (STUD LENGTH pER 2815-501 ) GRADE 50 It. EA. SIDE / \ \ \ PER SCHEDULE / - ..‘-k \ s \ \ \ / / / / 4 5098 r•••• e 1 0 1 11 4 3x3x1/4 NOTE: GUSSET GUSSET ft. CONNECTIONS OMITTED FOR CLARITY. 5088 r 1 HATCHED AREAS INDICATE PROTECTED ZONE. YIELDED, BOLTED, SCREINED, 5091 DRIVE PINNED OR OTHER CONNECTIONS ZONES (EXCEPT ARG SPOT WELDS OF ARE NOT PERMITTED IN PROTECTED N.T.S. E3/5-101 ) 6 7 8 9 10 11 12 13 14 ilit 18 is 19 20 21 NOTE: q CONN. REINF. ft. PER 30/5-W2 \ RADIUS TOP OF ft. EXPOSED STEEL SHALL BE EXCEPT USE ROLLED DIMENSION 1/2"x5" ft. TO MATCH TO GRID PER AE55 PER GENERAL STRUCTURAL NOTES #30. <typ. BRACE RADIUS ELEVATION 11-4" » 11-0" 3, q .COLUMN BASE ft. 1" (GRADE 50) // / BRACE PER ELEVATION p •,_ • „ „ 040 o q BRACE % GUSSET it. 1/20 (6R.E0) - IN/ (6)11/4"(1) F1554 GRADE INELDABLE ANCHOR RODS - SEE 30/5-603 36 GRIND TRANSITION A -0 1/1b SMOOTH TO AT LEAST 1/2" RADIUS ,f- _,_, per 24/5-602 RE VIEWE-A / . \0,„ \4 , 1--7 CODE COW / 9 44 5/8"xio"xsi-4" 1 1 TOPPING SLAB EMBED ft. 1 1 ,..., APPRO: (GR.50) IN/ (2) ROWS OF in I ..., i 1 1 II PER PLAN .P. _ri , I I (10)34%) x 1-1" D2L's IN/ STD t'4- in .11-- 1 1 ii ii ii i II I II I HOOK AT END @ 4"oc - I 1 I I I II I • o • • • SPACE ROIN5 6" in\ 1 1 I c. I I 1/4" CAP It. TYP. \ City of Tu , BUILDING D 4 10" / q" / 4" REINF. PER 21/5- 302 o • S, • ' STIFFENER ft. EA. SIDE PER 16/5-W2 / / / • 1111E111=11=11=11=111Ei111 11-E11=11-11 5136 PLAN 5086 FOOTING PER 23 24 25 26 27 COLUMN..„.... „'?\ „ , /> ADDL. REINF. PER 2/5-302 .. . ----, , , ----- ,'' , / NUT, THREAD TOP 8" ,• ,HEAVY / , \ HEX TYP. ROD HOLE 46HER ON OF RODS (MIN.) 8 1145HER AT EMBEDDED END , , „ , , „ \ r , ) e / INASHER5 4" PROJECTION ,/ DIAMETER DIAMETER U. 0./V. BASE 8 GR.36 RODS GR. 55 RODS GR. 105 RODS \ ' i PER SCHEDULE GROUT // / NON -SHRINK 1'4" 21/16" 1/2"x3"x3" OMIT Y2"x3"x3" 5/4"x3"x3" 11 / . — t.o.ftg. el. 1 , o 4 I • •• ) per plan 1 1 1 1 <typ REINF. PER 10/5-302 — iv 2" 1 1 U" 1 Y2'x3"xBASE INIDTH, ft. ft. .F DOUBLE HEAVY HEX NUT, TYP. \ yr TYP. Yi• 1 I ) TYR (GRADE 50RODSft. 1 1 4 ANCHOR RODS BASE REID I t. 9. INASHER5 PER \ SCHEDULE (IF REX.) 44, J ... . I I DETAILS IV HOLES ...• I 4), lo.o.ftg. ... ..... IN BASE ft. PER SCHEDULE , 5090 br' at 0 30 C B PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions D FOR 11ANCE /ED 015 ila ISION A B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title BRACED FRAME DETAILS IHEME E3 - E z 2015 j AN 2 3 201E IIDDL S-603 Copyright© 2012 Perkins+Will N 2/26/2013 4:00:44 PM D C B A RELIEF HOOD SCHEDULE DESIGNATION LOCATION/ SERVICE MANUFACTUER SIZE (IN) CFM STATIC PRESSURE DROP (IN) THROAT VELOCITY (FPM) THROAT AREA (SF) NOTES RH-1 ROOF / ASHP-1 GREENHECK WRH 56X80 24,000 0.152 1000 24 TOTAL MBH EWT (F) LWT (F) TYPE GENERAL NOTES: A) REFERENCE DRAWINGS FOR LENGTH OF PIPING FROM FCU'S TO BC CONTROLLER. SEE PIPING SCHEMATIC ON M06-02 NUMBERED NOTES: 1) PROVIDE ISOLATION VALVES FOR EACH REFRIGERANT CIRCUIT TO ALLOW FOR MAINTENANCE FOR INDMDUAL FCU'S OR HEX UNITS. NUMBER OF LOOPS LOOP LENGTH (FT) GPM HEAD LOSS (FT) RFM-1 NOTES: BRANCH CIRCUIT CONTROLLER SCHEDULE DESIGNATION LOCATION / SERVICE MANUF. MODEL NUMBER MCA VOLTAGE / PHASE WEIGHT (LBS) NOTES BS -1 MECH 201 ISHI CMB-P1O1-P1016NU-HA 0.3 208 / 1 33 1 SET- POINT (F) FLOOR SURFACE (F) BTU/H PER SQFT TOTAL MBH EWT (F) LWT (F) TYPE GENERAL NOTES: A) REFERENCE DRAWINGS FOR LENGTH OF PIPING FROM FCU'S TO BC CONTROLLER. SEE PIPING SCHEMATIC ON M06-02 NUMBERED NOTES: 1) PROVIDE ISOLATION VALVES FOR EACH REFRIGERANT CIRCUIT TO ALLOW FOR MAINTENANCE FOR INDMDUAL FCU'S OR HEX UNITS. RADIANT FLOOR MANIFOLD SCHEDULE MANIFOLD AREA (SOFT) LOCATION SERVED COOLING HEATING TUBING FLOW NOTES SET- POINT (F) FLOOR SURFACE (F) BTU/H PER SOFT TOTAL MBH EWT (F) LWT (F) SET- POINT (F) FLOOR SURFACE (F) BTU/H PER SQFT TOTAL MBH EWT (F) LWT (F) TYPE SPACING OC (IN) NUMBER OF LOOPS LOOP LENGTH (FT) GPM HEAD LOSS (FT) RFM-1 900 STAFF NORTH - - - - - - 68 77 18 16200 105 95 5/8" hePEX 9 4 265 3.6 4.4 MECH 201 RFM-2 610 STAFF SOUTH 76 69 8 4575 58 66 68 75 13 7930 105 95 5/8" hePEX 9 3 240 1.8 2.0 150 RFM-3 500 CHILDRENS - - - - - - 68 78 20 10000 105 95 5/8" hePEX 6 4 250 2.3 1.8 NOTES: 1) RFM-4 1245 MOSAIC 76 69 9 11187 58 66 68 78 19 23617 105 95 5/8" hePEX 6 10 330 5.7 2.4 60 RFM-5 720 MEETING ROOM - - - - - - 68 78 19 13680 105 95 5/8" hePEX 6 3 400 3.0 7.7 RFM-6 3075 MAIN LIBRARY 76 69 8 24616 58 66 68 75 13 40000 105 95 5/8" hePEX 9 10 400 8.9 6.3 RFM-7 715 SOUTH LIBRARY 76 68 11 7865 58 66 68 84 31 22165 105 95 5/8" hePEX 6 4 305 4.7 8.4 RFM-8 1420 WEST LIBRARY 76 68 11 15620 58 66 68 84 32 45440 105 95 5/8" hePEX 6 7 400 9.6 14.1 NOTES: 1) AIR -SOURCE HEAT PUMP SCHEDULE DESIGNATION LOCATION MANUF. MODEL NUMBER REF COOLING CAPACITY HEATING CAPACITY POWER (MCA) VOLTAGE/ PHASE EER/ COP WEIGHT (LBS) NOTES TOTAL (MBH) TOTAL (MBH) ASHP-1 MECH 201 MITSUBISHI PURY-P288TSKMU-A 410A 288.0 320.0 53 208V / 3 18.0 1,430 - 150 1750 1.78 2 208/3 Y SR -A CWP -2 MECH 201 CONDENSER WATER BELL & COSSET NOTES: HYDRONIC PUMP SCHEDULE DESIGNATION LOCATION SERVICE MANUF. MODEL NUMBER TYPE GPM HEAD (FT H20) MINIMUM EFFICIENCY (PERCENT) WORKING PRESSURE (PSIG) MOTOR VFD NOTES RPM BRAKE HP NON -OVERLOADING HP VOLTAGE/ PHASE CWP -1 MECH 201 CONDENSER WATER BELL & COSSET BASE -MOUNTED 1510 65 60 56 150 1750 1.78 2 208/3 Y SR -A CWP -2 MECH 201 CONDENSER WATER BELL & COSSET BASE -MOUNTED 1510 65 60 56 150 1750 1.78 2 208/3 Y 6 CP -1 MECH 201 HEX HEAT PUMPS BELL & COSSET INLINE SERIES 80 45 40 56 150 1750 0.84 1.5 208/3 Y 78 CP -2 MECH 201 HEX HEAT PUMPS BELL & COSSET INLINE SERIES 80 45 40 56 150 1750 0.84 1.5 208/3 Y 1.45 CP -3 MECH 201 RADIANT FLOOR BELL & GOSSET INLINE SERIES 80 45 70 48 150 1750 1.64 3 208/3 Y 100 NOTES: 1) HYDRONIC HEAT EXCHANGER SCHEDULE DESIGNATION LOCATION BASIS OF DESIGN WATER WEIGHT (LBS) MCA VOLTAGE REMARKS LISTED MBH DERATED MBH GPM FT HD HEAT EWT (F) HEAT LWT (F) COOL EWT (F) COOL LWT (F) HX -01 MECH ROOM 205 PWFY-P72NMU 79.8 56 12.0 EXHAUST 86 105 73 58 85 0.1 208 / 1 SR -A HX -02 MECH ROOM 205 PWFY-P72NMU 79.8 56 12.0 208/1 86 105 73 58 85 0.1 208 / 1 6 HX -03 MECH ROOM 205 PWFY-P72NMU 79.8 56 12.0 85 86 105 73 58 85 0.1 208 / 1 78 HX -04 MECH ROOM 205 PWFY-P72NMU 79.8 56 12.0 PEFY-P15 86 105 73 58 85 0.1 208 / 1 1.45 208/1 100 FCU -6 PEFY-P15 CHILDRENS 110 600 0.5 12 11.5 78 60 1.45 208/1 100 NOTES: 1) NOT USED AIR SEPARATOR SCHEDULE DESIGNATION MANUF. MODEL NUMBER SERVICE INLET SIZE (INCHES) SYSTEM FLOW (GPM) MAX SYSTEM TEMPERA WORKING PRESSURE (PSIG) NOTES NOTES AS -1 SPIROVENT RADIANT FLOOR - - - - 6 TITUS PAR EXHAUST 24x24 1 ER -B NOTES: 1) EXHAUST 12x12 NOTES: 1) VAV TERMINAL UNIT SCHEDULE DESIGNATION LOCATION MANUF. MODEL NUMBER CFM SETTING PRESSURE LOSS AT MAXIMUM CFM (IN. WG.) INLET DUCT SIZE (INCHES) NOTES m - VAV-1 MEETING ROOM TITUS 250 0 0.5 6 TITUS PAR EXHAUST 24x24 1 ER -B NOTES: 1) EXHAUST 12x12 1 NOTES: 1. EXPANSION TANK SCHEDULE DESIGNATION MANUF. MODEL NUMBER SERVICE TANK VOLUME (GALLONS) ACCEPTANCE VOLUME (GALLONS) WORKING PRESSURE (PSIG) NOTES ET -01 - RADIANT FLOOR - - - - 1 ER -A TITUS PAR EXHAUST 24x24 1 ER -B NOTES: 1) AIR INLETS AND OUTLETS SCHEDULE DESIGNATION MANUF. MODEL NUMBER TYPE F SERVICE FACE DIMENSIONS NOTES CD -A TITUS TMS SUPPLY 24x24 1 CD -B TITUS TMS SUPPLY 12x12 1 ER -A TITUS PAR EXHAUST 24x24 1 ER -B TITUS PAR EXHAUST 12x12 1 ER -C TITUS 3FL EXHAUST SEE DWG 1, 2 SR -A TITUS 272RS SUPPLY SEE DWG 1, 2 60 2.73 208/1 100 EFFICIENCY NOTES: 1. VERIFY COLOR AND CEILING FINISH, ALUMINUM AND WHITE UON. 2. FACE DIMENSIONS ON PLANS FAN COIL UNIT SCHEDULE DESIGNATION MITSUBISHI MODEL NUMBER SERVICE FAN CFM ESP (IN WG.) COOLING MCA VOLTAGE / PHASE UNIT WEIGHT (LBS) NOTES TOTAL MBH SENS MBH EAT ('F) LAT ('F) FCU -1 PEFY-P24 MEETING ROOM 104 800 0.5 24 13.7 78 60 2.73 208/1 100 PD IN WG. (FINAL) FCU -2 PEFY-P24 MEETING ROOM 104 800 0.5 24 5.1 78 60 2.73 208/1 100 EFFICIENCY FCU -3 PMFY-P06 STAFF 116 230 0.5 6 5.5 78 60 0.25 208/1 40 85 FCU -4 PEFY-P15 STAFF 117 600 0.5 12 11.5 78 60 1.45 208/1 100 0.1 FCU -5 PEFY-P15 STAFF 117 600 0.5 12 11.5 78 60 1.45 208/1 100 FCU -6 PEFY-P15 CHILDRENS 110 600 0.5 12 11.5 78 60 1.45 208/1 100 FCU -7 PEFY-P15 CHILDRENS 110 600 0.5 12 11.5 78 60 1.45 208/1 100 GENERAL NOTES: A) 1) FCU -8 PMFY-P12 DATA RACK (STAFF) 300 0.5 12 11.5 78 60 0.26 208/1 40 GENERAL NOTES: A. UNITS SELECTED AT OUTDOOR AIR TEMPERATURES OF: COOLING - 85F DB / 65 F WB , HEATING: 24F B. SEE ACC SCHEDULE FOR EFFICIENCY OF SYSTEM. C. PROVIDE ALL UNITS WITH INTEGRATED CONDENSATE PUMP NUMBERED NOTES: 1 AIR HANDLING UNIT SCHEDULE (DOAS) DESIGNATION LOCATION/SERVICE MANUF. MODEL NUMBER TOTAL AIRFLOW CFM SUPPLY FAN EXHAUST FAN ENERGY RECOVERY CORE HEATING COIL AIR FILTER ELECTRICAL DATA NOTES C EXT SP IN. WG MOTOR HP Li_- Z c MOTOR HP SUMMER WINTER CAPACITY (MBH) EER ~ ^ �^ J 0 a PD IN WG. (FINAL) SUP. FILTER (MERV) RET. FILTER (MERV) VOLTAGE / PHASE MCC (AMPS) MOCP (AMPS) WEIGHT (LBS) GPM PD (FT H20) EFFICIENCY CAPACITY (MBH) GPM PD (FT H20) EFFICIENCY CAPACITY (MBH) GPM AHU-1 MECH 201 GREENHECK ERH-20H 2000 2000 1 2 2000 1 3 85 78 ## 6.5 23 58 ## 30.0 26 5 105 95 0.1 0.1 8 13 208/3 18 25 1,300 NOTES: i GENERAL NOTES: A) 1) PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System ,WSP • F LACK+ KU RTZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com PERMIT SUBMITTAL 6/17/2013 50% CD COORDINATION 5/31/2013 Drawing Issue Date Revisions DI IVI RECEIVED CITY OF TUKWILA JUN 21 2013 PERMIT CENTER WATER TO WATER HP SCHEDULE DESIGNATION LOCATION SERVICE MANUF. MODEL NUMBER REFRIGERANT COOUNG HEATING VOLTAGE/ PHASE MCA WEIGHT REMARKS CAPACITY (MBH) SOURCE LOAD EER CAPACITY (MBH) SOURCE LOAD COP EWT(F) LWT (F) GPM PD (FT H20) EWT(F) LK (F) GPM PD (FT H20) EWT(F) LWT (F) GPM PD (FT H20) EWT(F) LWT (F) GPM PD (FT H20) WSHP-1 MECH 201 HOT/CHILLED WATER LOOP FLORIDA HEAT PUMP WW210 R -410A 185 85 95 42 13 68 55 34 12 15 195 50 45 42 13 95 105 34 12 4 208/3 70 910 NOTES: i 3 2 1 SERA PERO �E pRO C11t Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM HVAC SCHEDULES Ate AL Copyright © 2012 Perkins+Will C:\Revit Local\2014\Tukwila Library Structural_PJC.rvt D C B A 1 5 General Structural Notes 4 3 2 (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.) GRITERIk: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON STATE ADMINISTRATIVE CODE AMENDMENTS, 2001 EDITION. 2. DESIGN LOADING CRITERIA: LOADS ARE REDUCIBLE U.O.N. n OCCUPANCY CATEGORY IBC TABLE 1604.5 ROOF SNOW LOAD FLOOR LIVE LOAD (LIBRARY READING ROOMS) FLOOR LIVE LOAD (LIBRARY STACK ROOMS) STAIR LIVE LOAD MECHANICAL MEZZANINE LIVE LOAD GUARDRAILS/BALCONY RAILS MECHANICAL UNITS II 25 P5F (I5 = 1 60 P5F (1,000 LBS 150 PSF (1,000 LBS CONCENTRATED) 100 P5F (300 LBS GONCENTRADED) 60 P5F (NON-REDUCIBLE)(1,000 LB5 GONCENTRADED) 50 PLF OR 200 LB CONCENTRATED LOAD SEE DRAWINGS FOR MAXIMUM ALLOWABLE WEIGHTS EARTHQUAKE (NEW BUILDING DESIGN) n SEISMIC DESIGN CATEGORY D 55 = 1.41, 51 = 0.50, 505 = 0.88, 3171 = 0.81 SPECIAL STEEL CONCENTRICALLY BRACED FRAMES R-6,fto-2, Ie= 1.0, V= 105K, G5=0.141 DESIGN STORY DRIFT = lz" A WIND 85 MPH, EXPOSURE "B", Iw = 1.0, Kzt = 1.0 WIND (CLADDING/ENCLOSURE ELEMENT DESIGN PRESSURES) 11.5 PSF MAX. AT WALLS, 22 P5F GROSS UPLIFT AT ROOF WIND PRESSURES BASED ON LESS THAN 10 SQUARE FOOT TRIBUTARY AREAS NEAR WALL CORNERS OR ROOF EDGES (EXCLUDING CORNER ZONES AT ROOF). REDUCED DESIGN PRESSURES MAY BE CALCULATED IN ACCORDANCE WITH ASCE 1-05 CHAPTER 6. SEE DRAWINGS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS AND ALL OTHER CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE BUILDING LAYOUT DIMENSIONS (GRID LAYOUTS, SITE COORDINATES, ETC.) AMONGST ALL TRADES, INCLUDING SHOP FABRICATED ITEMS. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 6. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 8. ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 1. SEISMIC BRACING AND ANCHORAGE OF MECHANICAL OR ELECTRICAL EQUIPMENT AND OTHER MECHANICAL PIPING, FIXTURES, ETC. NOT SPECIFICALLY SHOWN ON THE PROJECT MECHANICAL OR ELECTRICAL DRAWINGS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISILRLU IN THE STATE OF WASHINGTON. THE MECHANICAL/ELECTRICAL CONTRACTOR MUST HIRE THE ENGINEER AND I5 RESPONSIBLE FOR ALL COSTS RELATED TO THE PURCHASE AND INSTALLATION OF SEISMIC BRACING AND ANCHORAGE. SEISMIC BRACING AND ANCHORAGE DESIGN AND CONSTRUCTION SHALL COMPLY WITH CHAPTER 13 OF ASCE 1-05. SEE GENERAL STRUCTURAL NOTE 13 FOR ADDITIONAL INFORMATION. 10. SHOP DRAWINGS FOR REINFORCING STEEL, STRUCTURAL STEEL, METAL DECKING, COLD -FORMED METAL FRAMING, GLUED LAMINATED MEMBERS, AND CROSS LAMINATED TIMBER DECKING, SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR I5 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING NHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AvrEK SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 12. DETERRED SUBMITTALS, SHALL BE DESIGNED BY AN ENGINEER REGISILRtV IN THE STATE OF WASHINGTON. THE COMPONENT DESIGNER SHALL BE A REGISTERED STRUCTURAL ENGINEER IF REQUIRED BY THE BUILDING OFFICIAL OF THE LOCAL JURISDICTION. BUILDING COMPONENT SUBMITTALS SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER I5 RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. DEFERRED SUBMITTALS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL. THE ARCHITECT OR CONTRACTOR SHALL FORWARD DTERRED SUBMITTALS TO THE BUILDING OFFICIAL WHERE REQUIRED. THE FOLLOWING BUILDING COMPONENTS SHALL BE DEFERRED SUBMITTALS FOR THIS PROJECT: PREFABRICATED METAL STAIR SYSTEMS AGGREGATE PIERS (SEE NOTE 15) FALL ARREST ANCHORS SEISMIC BRACING 4 ANCHORAGE PER NOTE 1. 5 I 4 STATEMENT OF SPECIAL INSPECTIONS (STRUCTURAL): 13. STATEMENT OF SPECIAL INSPECTIONS - STRUCTURAL ITEMS (SEISMIC DESIGN CATEGORY D): DEFINITIONS: THE SEISMIC FORCE RESISTING SYSTEM FOR THIS STRUCTURE CONSISTS PRIMARILY OF STEEL CONCENTRICALLY BRACED FRAMES, FLOOR/ROOF DIAPHRAGMS, AND STRUT MEMBERS AS SPECIFIED ON THE DRAWINGS. SEE THE LEGEND OF PLAN SHEETS FOR ADDITIONAL INFORMATION DEFINING MEMBER LOCATIONS. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION AGENCY IN ACCORDANCE WITH CHAPTER 11 OF THE IBC WITH REPORTS PER IBC SECTION 1104.1.2 SUBMITTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL FOR EACH DAY SPECIAL INSPECTIONS OR TESTING I5 PERFORMED. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SECTION 110. SEE TABLES BELOW FOR ADDITIONAL INFORMATION. STRUCTURAL ITEMS SPECIAL INSPECTION fiREQUENCY IBC REIERENCE STRUCTURAL STEEL FABRICATION FABRICATION PROCEDURES ERECTION SHOP AND FIELD WELDING (INCL. METAL DECKING) HIGH-STRENGTH BOLTING COLD -FORMED STEEL FRAMING FIELD WELDING FASTENERS, BOLTS, STRAPS, ETC. AND ERECTION* PERIODIC PERIODIC CONTINUOUS (PERIODIC FOR ITEMS EXCEPTED PER IBC 1104.3 ITEM 2) PERIODIC (CONTINUOUS WHERE REQUIRED PER IBC 1104.3.3.3) PERIODIC PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF THE SEISMIC AND WIND FORCE RESISTING SYSTEM CONCRETE (SEE GENERAL STRUCTURAL NOTE 20 FOR ADDITIONAL REQUIREMENTS)** REINFORCING PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS ANCHOR BOLT PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS CONCRETE PLACEMENT*** CONTINUOUS CURING 4 FORMWORK PROCEDURES PERIODIC WOOD FASTENERS, BOLTS, STRAPS, ETC. CLT PANELS 1104.2.1 4 TABLE 1104.3 ITEM 3 1104.3.2 4 TABLE 1104.3 ITEM 6 1104.3.1, TABLE 1104.3 ITEM 445, 1101.2, 4 AI50 341-05 APPENDIX Q 1104.3.3 4 TABLE 1104.3 ITEM 142 1104.3, 1101.4 4 ANS D1.3 1101.4"""" 4 1106.3 TABLE 1104.4 ITEM 1 TABLE 1104.4 ITEM 3 TABLE 1104.4 ITEM 5,641 TABLE 1104.4 ITEM 8,11412 PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF 1101.3 4 1106.2"""" THE SEISMIC AND WIND FORCE RESISTING SYSTEM INCLUDING DIAPHRAGMS, AND STRUTS PERIODIC FOR ITEMS LISTED IN SPECIFICATION PER GENERAL STRUCTURAL NOTE 41. EXPANSION BOLTS 4 INSERTS PERIODIC INCLUDING TORQUE TESTS IN ACCORDANCE WITH APPROVED ICG -E5 REPORTS EPDXY GROUTED RODS OR REBAR SOIL COMPACTION PERIODIC INCLUDING INSPECTION OF EMBEDMENT DEPTH AND HOLE CLEANLINESS PRIOR TO ALL INSTALLATIONS TABLE 1104.4 ITEM 4 TABLE 1104.4 ITEM 4 CONTINUOUS 1104.1 PILE OR PIER FOUNDATIONS CONTINUOUS 1104.8, 1104.1 4 1104.10 * STRUCTURAL STEEL INSPECTIONS MAY BE WAIVED IF APPROVED BY THE OWNER AND BUILDING OFFICIAL FOR WORK PERFORMED ON THE PREMISES OF A FABRICATOR REGISIERELJ AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1104.2.2. ** EXCEPTIONS 1 THRU 4 PER IBC SECTION 1104.4 SHALL NOT APPLY TO CONCRETE WORK ON THIS PROJECT. „„* fiREQUENCY OF CONCRETE LABORATORY TESTING SHALL BE IN ACCORDANCE WITH ACI 318-08 SECTION 5.6.2 UNLESS OTHERWISE NOTED IN THE PROJECT SPECIFICATIONS. **** THE EXCEPTION FOR SHEATHING FASTENED AT A SPACING GREATER THAN 4"oc SHALL NOT APPLY TO WOOD OR METAL FRAMING ON THIS PROJECT. ARCH, MECH, 4 ELEC ITEMS VENEER 4 CLADDING SUSPENDED CEILINGS PARTITION WALLS STEEL STORAGE RACKS GLAZING SYSTEMS LIFE SAFETY COMPONENTS INCLUDING FIRE PUMPS, EMERGENCY GENERATORS, SMOKE EVACUATION FANS, AND COMPONENTS WITH HAZARDOUS COMBUSTIBLE, OR HIGHLY TOXIC CONTENTS (Ip=1.5 PER ASCE 1-05 SECTION 13.1.3) SEISMIC DESIGN REQUIREMENTS (ASCE 1-05 CHAPTER 13) ASCE 1-05 SECTION 13.5.3 ASCE 1-05 SECTION 13.5.6 ASCE 1-05 SECTION 13.5.8 ASCE 1-05 SECTION 15.5.3 ASCE 1-05 SECTION 13.5.1 ASCE 1-05 SECTION 13.6 AND IBC 1108.4 INSTALLATION AND ANCHORAGE OF SPRINKLER SYSTEMS, FIRE PUMPS, EMERGENCY GENERATORS, COMPONENTS WITH HAZARDOUS, COMBUSTIBLE, OR HIGHLY TOXIC CONTENTS (Ip=1.5 PER ASCE 1-05 SECTION 13.1.3) ALL OTHER MECHANICAL AND ASCE 1-05 SECTION 13.6 ELECTRICAL COMPONENTS ASCE 1-05 SECTION 13.6 AND IBC 1108.4 PERIODIC SPECIAL INSPECTION A5 SPECIFIED PER IBC CHAPTER 11 REQUIRED FOR WALL FRAMING, FOR FASTENING OF VENEER OR CLADDING EXCEEDING 5 PSF (IBC 1101.6) INSPECTIONS PER IBC SECTION 110 AND ASCE 1 13.5.6.2.2 A5 REQUIRED REQUIRED DURING ERECTION AND FASTENING FOR WALLS > 15 P5F (15G 1101.6) REQUIRED FOR ANCHORAGE OF RACKS > 8 IECT IN HEIGHT (IBC 1101.5) NOT REQUIRED REQUIRED FOR VERIFICATION OF CERTIFICATE OF COMPLIANCE LABEL ON COMPONENT (IBC 1101.8) REQUIRED (IBC 1101.1 4 1101.8) NOT REQUIRED STRUCTURAL OBSERVATION PER IBC SECTION 1110 I5 NOT REQUIRED FOR THIS STRUCTURE. CONTRACTOR STATEMENT OF RESPONSIBILITY: CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY IN ACCORDANCE WITH IBC SECTION 1101 TO THE BUILDING OFFICIAL AND OWNER PRIOR TO CONSTRUCTION ACKNOWLEDGING THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. I 3 GEOTECHNICAL: 14. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH THE CIVIL/STRUCTURAL DRAWINGS AND SPECIFICATIONS OR AS DIRECTED BY THE OWNER APPOINTED GEOTECHNICAL ENGINEER. FOOTINGS SHALL BEAR ON AGGREGATE PIERS PER GENERAL STRUCTURAL NOTE 15. BOTTOM OF FOOTINGS SHALL BE AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. THE OWNER APPOINTED GEOTECHNICAL ENGINEER SHALL APPROVE FOOTING EXCAVATION/PREPARATION PRIOR TO PLACEMENT OF ALL FOOTINGS. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE A5 NOTED IN THE CIVIL DRAWINGS AND SPECIFICATIONS. ALLOWABLE SOIL PRESSURE AT SLAB -ON -GRADE (COMPETENT NATIVE SOILS) LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) SOIL PROFILE TYPE AGGREGATE PIERS 3,000 P5F 50 PCF/35 PCF SITE CLASS E SEE GENERAL STRUCTURAL NOTE 15 GEOTECHNICAL REPORT REFERENCE: "ASSOCIATED EARTH SCIENCES, PROJECT #KE110238A DATED SEPTEMBER 20, 2011" 15. AGGREGATE PIERS SHALL BE INSTALLED BENEATH STRUCTURAL FOOTINGS TO STRENGTHEN UNDERLYING FILL SOILS. AGGREGATE PIERS SHALL BE CONSTRUCTED BY COMPACTION OR VIBRATION OF AGGREGATE USING DENSIFICATION EQUIPMENT. AGGREGATE PIERS ARE NOT REQUIRED IN AREAS WHERE FOUNDATIONS WILL REST DIRECTLY ON COMPETENT NATIVE TILL SOILS OR STRUCTURAL FILL WHICH MEETS THE REQUIRED MINIMUM ALLOWABLE SOIL PRE -SURE. AGGREGATE PIERS SHALL BE DE ERRED SUBMITTAL BUILDING COMPONENTS SUBMITTED IN ACCORDANCE WITH GENERAL STRUCTURAL NOTE 12. DESIGN REQUIREMENTS FOR AGGREGATE PIERS: AGGREGATE PIERS UNDER STRUCTURAL SPREAD AND BRACED FRAME FOOTINGS: AGGREGATE PIERS SHALL BE DESIGNED SUCH THAT THE SOILS BENEATH STRUCTURAL FOOTINGS REACH AN ALLOWABLE BEARING CAPACITY OF 5,000 PSF, U.O.N. AGGREGATE PIERS ARE NOT REQUIRED UNDER SLABS -ON -GRADE. OVEREXCAVATE 2 ILi.1 AND REPLACE WITH STRUCTURAL FILL. CIVIL DRAWINGS FOR FURTHER INFORMATION ALLONCES: 16. MISCELLANEOUS OPENING ALLOWANCE: THE CONTRACTOR SHALL REINFORCE ALL OPENINGS AT ROOF DECK OR COMPOSITE DECK PER THE DRAWINGS. OPENINGS ARE NOT ALL SHOWN ON THE STRUCTURAL DRAWINGS. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL REVIEW THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS AND SUPPLY OPENING SIZE, LOCATION, AND CONFIGURATION TO THE STEEL FABRICATOR PRIOR TO SHOP DRAWING SUBMITTAL. OPENINGS SHALL OCCUR WHERE ANY DUCT, CONDUIT, PLUMBING, OR OTHER IMPLEMENT PASSES THROUGH THE FLOOR OR ROOF. A5 AN ALLOWANCE, THE CONTRACTOR SHALL BUDGET TO PROVIDE AND INSTALL A5 REQUIRED AN ADDITIONAL 50 LINEAR iEET OF #4 REBAR, 25 LINEAR fiLLT OF ANGLE 2x2x3/16, 40 LINEAR ILLr OF C8x11.5, AND 25 LINEAR IEET OF C6x8.2 FOR FRAMING OF COMPOSITE DECK OPENINGS THAT ARE NOT SHOWN ON THE STRUCTURAL, ARCHITECTURAL, ELECTRICAL, OR MECHANICAL DRAWINGS. INSTALL PER 10/5-501 . ANCHORAGE: 11 EXPANSION BOLTS INTO CONCRETE SHALL BE ONE OF THE FOLLOWING: "KWIK BOLT TZ" AS MANUFACTURED BY HILTI, INC. AND INSTALLED IN STRICT ACCORDANCE WITH IGC -E5 REPORT NO. 1111 AND MANUFACTURER'S INSTRUCTIONS; OR "STRONG -BOLT 2" A5 MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. AND INSTALLED IN STRICT ACCORDANCE WITH ICC -E5 REPORT NO. 3031 AND MANUFACTURER'S INSTRUCTIONS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMIIIEV FOR REVIEW WITH IGC -ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICC -ES ACCEPTANCE CRITERIA AC113. SPECIAL INSPECTION I5 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. EXPANSION BOLTS SHALL NOT BE USED A5 SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. NOTIFY ENGINEER IF BOLT LOCATIONS CONFLICT WITH REINFORCING STEEL - DO NOT CUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING NOMINAL EMBEDMENT DEPTHS FOR EXPANSION BOLTS INTO CONCRETE: HILTI KWIK BOLT TZ: 3/8"0 EXPANSION BOLTS 2-5/16" 1/2"0 EXPANSION BOLTS 3-5/8" 5/8"(1) EXPANSION BOLTS 4-1/16" 3/4"(1) EXPANSION BOLTS 5-1/16" SIMPSON STRONG -BOLT 2: 3/8"P EXPANSION BOLTS 2-1/8" 1/2"(1) EXPANSION BOLTS 3-1/8" 5/8"4' EXPANSION BOLTS 5-1/8" 3/4"(1) EXPANSION BOLTS 5-3/4" 18. DRIVE PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE ITN RAMSET/RED HEAD LOW VELOCITY TYPE (SERIES 1500, 0.145" DIAMETER UNLESS OTHERWISE NOTED), OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICG -ES REPORT NO. 1111. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE. 11. EPDXY-GROUTED RODS OR REBAR TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH ONE OF THE FOLLOWING: "SET -XP ADHESIVE" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH IGC -ES REPORT NO. 2508, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS; OR "HIT-HY 150 MAX -5D" A5 MANUFACTURED BY HILTI CORPORATION AND INSTALLED IN STRICT ACCORDANCE WITH ICG -ES REPORT NO. 3013, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICG -ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICG -ES ACCEPTANCE CRITERIA AC308. PERIODIC SPECIAL INSPECTION OF EPDXY-GROUTED ANCHOR INSTALLATION I5 REQUIRED. EPDXY GROUTED RODS OR REBAR SHALL NOT BE USED A5 SUBSTITUTES FOR CAST -IN-PLACE ANCHOR BOLTS OR REINFORCING STEEL UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. NOTIFY ENGINEER IF ANCHOR LOCATIONS CONFLICT WITH REINFORCING STEEL - DO NOT CUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING EMBEDMENT DEPTHS FOR ANCHORS AT CONCRETE: 1/2"(P ROD OR #3 BAR 4" 5/8"(1) ROD OR #4 BAR 5" 3/4"4) ROD OR #5 BAR 1" REVIEWED This plan was reviewed for general conformance with the following, as amended by the jurisdiction: %Structural Provisions of the International Building Code ❑ Non -Structural Provisions of the International Building Code O Others: The project applicant is responsible for conformance with all applicable codes, conditions of approval, and permit requirements subject to the requirements and interpretations of the governing authority. 'this review does not relieve the Architect and Engineers of Record of the responsibility for a complete design in accordance with tlx: tans o 'the governing jurisgjiciion and the State of Washington. Jurisdiction -?->'v OF- t 0 KaV I Lit ., ff Date 2/4// / REID MIDDLETON, INC. Code Review Consultant By 2 REVIE D FOR CODE COMPLIANCE APPROVE APR 062015 City of Tulwilla BUILDING DIVISION SHEET INr7EX 5-101 GENERAL STRUCTURAL NOTES 5-102 GENERAL STRUCTURAL NOTES 5-201 FOUNDATION PLAN 5-202 MEZZANINE/LOIN ROOF FRAMING PLAN 5-203 ROOF FRAMING PLAN 5-301 TYPICAL CONCRETE DETAILS 5-302 CONCRETE DETAILS 5-501 5-502 5-503 5-504 5-505 S -5O6 TYPICAL METAL DECK DETAILS TYPICAL STEEL DETAILS FRAMING DETAILS FRAMING DETAILS TRUSS ELEVATION 4 MISCELLANEOUS DETAILS Unnamed 5-601 BRACED FRAME ELEVATIONS 5-602 BRACED FRAME DETAILS 5-603 BRACED FRAME DETAILS 5-101 TYP. NON -LOAD BEARING METAL STUD DETAILS 1 D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library King County Library System COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 P: 206/343-0460 F: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION CONSTRUCTION DOCUMENTS 7/19/2013 Drawing Issue Date Revisions B PERMIT REVISIONS 1/19/2015 #2 A PERMIT REVISIONS 10/10/14 NO ISSUE DATE Sheet Information Date 10-10-14 Job Number S111620-07 Drawn JZB Checked JAW Approved CGH Title GENERAL STRUCTURAL __ NOTES .l�i JAN 23 201:5 S-101 Copyright © 2012 Perkins+Will Z.1 N N M 0 0 m U) Ml 0 N U (`0 CO (a U a 2 U) E U 0 N M 0 0 m co N U D C B A t 2 SHEET NOTES: A. ABC NUMBERED NOTES: PLUMBING ROOF PLAN 3/16" =1'-0" 5 4 3 2 bBmat,f9 1 ABC RECEIVED CITY OF TUKWILNA JUN 2 1 2013 A F PERMIT CENTER D C B A PERKINS +WILL 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System sP•FLC(+ [TZ 600 University St.,Suite 500 Seattle, WA 98101 Tel. (206) 342-9900 www.wspfk.com _PERMIT SUBMITTAL 50% CD COORDINATION 6/17/2013 5/31/2013 Drawing Issue Date Revisions NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title PLUMBING ROOF PLAN EPARATE .:A MIT 'PROVAL EO lRE Sheet 02-03 Copyright © 2012 Perkins+WIl