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Permit D19-0030 - PLANS - TUKWILA JUSTICE CENTER - NEW CONSTRUCTION
FINAL MATCHLINE SEE J2 12F-9" BOD C 3 126-91" BOD WFB 8) J5 24K 287/175 24K 287/175 J5 24K 287/175 I tY) co cc co C13 WFB J1 24K 287/175 co_ J1 24K 287/175 C13 J1 WFB 24K 287/175 J1 24K 287/175 A C13 WFB W14x22 rm N— C14 5 0 N- C") —) 0)C6 Co F— TYP UNO 4K 340/19 NOTES: DESIGN CODE - IBC 2015 DEFLECTION - TL = L / 180 (UNO) LL = L / 240 (UNO) WL & EQ = SERVICE UNO TYPICAL AXIAL - NONE BEND CHECK 0.1K TC & BC NET UPLIFT - -36 PLF MECH. EQUIPMENT- NOTED FIRE PROTECTION - UP TO 6" INCLUDED IN JOIST DESIGN COLUMNS - SEE COLUMN TABLE DENOTES OSHA TIE END ADD JOIST SELF WEIGHT 126-1 1" BOD (HIGH) W21x44 CO 'Cr W16x31 rn_ TYP I UNO C14 C8 23 W16x26 21 IL 21 ocu CD a a 0 0 co oo (7 '9 ED ib ,-. 4V-10" CANOPY ROOF JOIST PLACEMENT PLAN PAINT: GREY (REF: S1.0) OK 322/17 00 N 00 N 17 50 W21x62 22.6" HI 5 (4) —3 — ) WO1 WO1 2 @ 7-0" 7 co 2) W24x62 W24x62 W16x26 HIGH ID IL 125'-10" BOD @ GRID 9 W14x22 N OW W21x50 2) 2 NY' co csi T-4i" T-41" ✓ —r 24K 340/193 00 —3 —3 W21x55 2' 1" 14'-0" JOIST MARKS BEGINNING WITH "T" INDICATE A COLUMN JOIST PER O.S.H.A. REQUIREMENTS - JOIST TAGGED WITH AN ORANGE TAG. THESE JOISTS SHALL BE ERECTED PRIOR TO ALL OTHER JOISTS. 23 N ) I- LI) CO 7'-4(" 2 24 327/178 J47 24K 327/178 J48 4 © 7x84 24K 327/178 J4 LOAD TABLE 47 1.2K VERT. EQ. (SERVICE) @ 6'-9" (BRACE) 48 1.2K VERT. EQ. (SERVICE) @ 11'-7" (BRACE) 1491 1.7K VERT. EQ. (SERVICE) @ 23-9", 29-6", 35'-3" (BRACE) so 1.7K VERT. EQ. (SERVICE) @ 31.-0" (BRACE) — 51 CASE 1: 1.7K VERT. EQ (STRENGTH) W/FULL DL @ 29'-7" (FALL ARREST) CASE 2: 0.3K VERT. EQ (STRENGTH) W/ FULL DL & LL @ 29'-7" (FALL ARREST) 52 1.7KVERT. EQ. (SERVICE) @ 7'-0 1" & 14'-0" (BRACE) O C-• 5 _J 0) N CCX N C 10 IL 20K 345/188 N CO W16x31 C9 Co CO 2 (7, W16x31 125-6" BOD 58 5 Co Vt_L_1422 6K 350/208 N N 4 @ 6-8 7 36,_, 0" ' 1, C16 Wkix (OW 4x22 LOyV VV21x62 IGH W18x40 HIGH 2 0 21 CO N Cs.1 C6 9' 7" AREA A ROOF JOIST PLACEMENT PLAN (REF: S1.3A) (C) N 12x16 7' —/ 0 0 g w 8 TYP UN 23 IL C14 WFB IN 22K 348/189 J54 2 22K 348/ 11 21) WFB WEB MATCHLINE SEE J2 BC=(F7ITH) C5 89 T53C6- )1(-1 I I 22K 348/189 26 WFB WFB J52 7 z w 29' 0" 17.7_36: Cr 9' 6" 12'-0" @)(6(§) 8) 129-7 1/2 BOD THESE PLANS WERE COMPILED FROM DATA PRESENTED ON CONTRACT DRAWINGS DATED 3/15/2019 ADD. 5 PLEASE ADVISE IF DRAWINGS HAVE BEEN REVISED. SEP 23 2019 COLUMN SCHEDULE CALLOUT SIZE Cl W10x26 C2 W10x30 C3 W12x45 C4 W12x50 C5 HSS5x5 C6 HSS50x5/ C7 HSS6x6 C8 HSS7x5 C9 HSS7x7 C10 HSS10x6 C11 HSS4x4 C12 W14X48 C13 W12x96 C14 W12x35 LOAD TABLE 1 1.7K VERT. EQ. (SERVICE) @ 6'-3" (BRACE) 2 1.7K VERT. EQ. (SERVICE) @ 3'-6" (BRACE) 3 1.7K VERT. EQ. (SERVICE) @ 3'-6" & 35'-0" (BRACE) — 4 CASE 1: 2.2K VERT. EQ (STRENGTH) W/FULL DL @ 3'-6" (BRACE) 5] DEFLECTION TL = L/360 LL = L/480 IN LIEU OF TYP 0 DEFLECTION TL = U480 LL = U600 IN LIEU OF TYP 7 2.8K LL ON BC @ 16-11" (MOVEABLE PARTITION) 8 CASE 1: 1.7K VERT. EQ (STRENGTH) W/FULL DL @ 6'-2" (FALL ARREST) CASE 2: 0.3K VERT. EQ (STRENGTH) WI FULL DL & LL @ 6'-2" (FALL ARREST) — 9 CASE 1: 1.7K VERT. EQ (STRENGTH) W/FULL DL @ 18-11" (FALL ARREST) CASE 2: 0.3K VERT. EQ (STRENGTH) W/ FULL DL & LL @ 18-11 (FALL ARREST) 10 1.2K VERT. EQ. (SERVICE) @ 22-11" (BRACE) ii 0.3K ADD LOAD @ 6'-2" & 23'-2" (BRACE) 12 1.2K VERT. EQ. (SERVICE) @ 27'-2" (BRACE) 13 1.2K VERT. EQ. (SERVICE) @ 15'-9" & 22'-8" (BRACE) 14 1.7K VERT. EQ. (SERVICE) @ 15-11" (BRACE) 15 0 PLF SDL @ 30-10" TO 291 PLF SDL @ RE F 0 PLF SDL @ 30-10" TO 322 PLF SDL @ RE N-7 204 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" 1181 189 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" is 174 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" F174 PLF SDL @ TE TO 36 PLF SDL @ 11'-0" THEN H 3 33 PLF SDL FL 22 231 PLF SDL FL 211 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" PT 106 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" — 25 288 PLF SDL @ TE TO 231 PLF SDL @ 2'-0" THEN — 26 122 PLF SDL @ TE TO 9 PLF SDL @ 8'-6" THEN 9 PLF SDL @ 8.-6" TO 20'-6" THEN 9 PLF SDL @ 20'-6" TO 122 PLF SDL @ RE 2.71 I 122 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN 0 PLF SDL @ 20'-0" TO 122 PLF SDL @ RE II136 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN — 29 215 PLF SDL @ TE TO 127 PLF SDL @ 4'-0" THEN 30 2 215 PLF SDL @ TE TO 16 PLF SDL @ 9'-3" THEN 31 215 PLF SDL @ TE TOO PLF SDL @ 10'-0" k 32 29 PLF SDL @ TE TO 0 PLF SDL iA 19'-0" 7 33 126 PLF SDL FL' 34 20 PLF SDL FL 35 39 PLF SDL FL 36 9 PLF SDL FL Fi 114 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" 38 128 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" 39 121 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" 40 110 PLF SDL @ TE TO 8 PLF SDL @ 8'-4" THEN 41 1 105 PLF SDL @ TE TO 6 PLF SDL @ 8'-6" THEN 42 11 117LPF@LsFDSLDL. 1_1-3,E, TT0RO9EPLF SDI_ @ 8'-3" THEN FT 223 PLF SDL @ 18'-0" TO RE F103 PLF SDL @ TE TO 38 PLF SDL @ 5.-9" THEN 38 PLF SDL @ 5'-9" TO TO 30'-6" THEN 38 PLF SDL @ 30'-6" TO 103 PLF SDL @ RE — 45 103 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN 0 PLF SDL @ 27'-4" TO 103 PLF SDL ORE — 46 103 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN CORiEC PON JR# -Deferred # VillvlLEY t DECK 255 LOGAN LANE FERNLEY, NEVADA 89408 (775) 575-7337 PHONE 3019 GAULT AVE. NORTH FORT PAYNE, ALABAMA 35967 (256) 845-2330 PHONE 4,4614 0 SJI Yon BO' ob7N ACCREDITED 1AS CERT. #FA-363 APPROVED FABRICATOR VALLEY JOIST IS AN APPROVED FABRICATOR IN ACCORDANCE WITH THE IBC SECTION 1704.2E2 AND THE CRC SECTION 1704.2.2. REVIEW AND APPROVAL OF THESE JOIST PLACEMENT PLANS ACKNOWLEDGES AND ACCEPTS VALLEY JOIST AS AN APPROVED FABRICATOR AND WAIVES ALL IN -SHOP AND FIELD SPECIAL INSPECTIONS OF THE MANUFACTURED AND DELIVERED JOISTS AND JOIST GIRDERS FOR THIS PROJECT. APPROVED FABRICATOR CERTIFICATES WILL BE SUPPLIED UPON REQUEST. PROJECT: TUKWILA JUSTICE CENTER 15045 TUKWILA INTERNATIONAL BLVD TUKWILAI WA 98188 CUSTOMER: STEEL ENCOUNTERS, INC. ARCHITECT: DLR GROUP ENGINEER: KPFF DETAILER & DATE: C. ANGELO 4/17/2019 CHECKER & DATE: R. MEYER 7/11/2019 Po; A - - A APproveo - - for Substantial Compi ' A- - -,,,, eA., (la. A - - SHEET TITLE: JOIST PLACEMENT PLAN JOB No: 9F00299 DRAWING No: JI OF 8 TOTAL THE CONTRACT DRAWINGS DATE 3/15/2019 ADD. 5 JUSTICE CENTER b\c‘•• 00 30 FINAL MATCHLINE SEE J3 L MATCHLINE SEE J1 125'-9" BOD 10'-1" 14'-6" 14'-0" C51 W14x22 W21x44 V//VALLEY I 255 LOGAN LANE FERNLEY, NEVADA 89408 (775) 575-7337 PHONE 3019 GAULT AVE. NORTH FORT PAYNE, ALABAMA 35967 (256) 845-2330 PHONE s, SJ I 41F.B0011 %S ACCREDITED IAS CERT. #FA-363 APPROVED FABRICATOR VALLEY JOIST IS AN APPROVED FABRICATOR IN ACCORDANCE WITH THE IBC SECTION 1704.2 5.2 AND THE CRC SECTION 1704.2.2. REVIEW AND APPROVAL OF THESE JOIST PLACEMENT PLANS ACKNOWLEDGES AND ACCEPTS VALLEY JOIST AS AN APPROVED FABRICATOR AND WAIVES ALL IN -SHOP AND FIELD SPECIAL INSPECTIONS OF THE MANUFACTURED AND DELIVERED JOISTS AND JOIST GIRDERS FOR THIS PROJECT. APPROVED FABRICATOR CERTIFICATES WILL BE SUPPLIED UPON REQUEST. NOTES: DESIGN CODE - IBC 2015 DEFLECTION - TL = L / 180 (UNO) LL = L / 240 (UNO) WL & EQ = SERVICE UNO TYPICAL AXIAL - NONE BEND CHECK 0.1 K TC & BC NET UPLIFT - -36 PLF MECH. EQUIPMENT - NOTED FIRE PROTECTION - UP TO 6" INCLUDED IN JOIST DESIGN COLUMNS - SEE COLUMN TABLE �E DENOTES OSHA TIE END ADD JOIST SELF WEIGHT 126'-1 /" BOD (HIGH) 113'-10 /" BOD @ GRID J 5'-1" C2 WF C5 VA/ J68 T67 r C6 LOAD TABLE 1.2K VERT. EQ. (SERVICE) @ 6'-9" (BRACE) 4a 1.2K VERT. EQ. (SERVICE) @ 11'-7" (BRACE) 49 1.7K VERT. EQ. (SERVICE) @ 23'-9", 29'-6", 35'-3" (BRACE) 50 1.7K VERT. EQ. (SERVICE) @ 31'-0" (BRACE) s1 CASE 1:1.7K VERT. EQ (STRENGTH) W/FULL DL @ 29'-7" (FALL ARREST) CASE 2: 0.3K VERT. EQ (STRENGTH) W/ FULL DL & LL @ 29'-7" (FALL ARREST) 52 1.7K VERT. EQ. (SERVICE) © 7'-0 z' & 14'-0" (BRACE) Q ()(;)® o Q 9'-O" 7'-6" / /—12'-0" 2'-10" 7 28K 306/17 28K 306/17 28K 06/178 J66 '28K 329/190 MOVEABLE �' C PARTITION 118'-0" BOD � J65 W16x26 HIGH & LOW 12K 307/167 3 @ 6' 8 ?' 125'-10"BOD @ GRID 9 C9 W 4x22 W21x50 J64 J63 28K 329/190 28K 304/165 28K 304/165 50 0 co 0 Lf) _ AREA B ROOF JOIST PLACEMENT PLAN PAINT: GREY (REF: S1.3B) T62 28K 304/165 X 40 118'-9" BOD C6 J61 28K 262/147 NJ60 TYP J59 30 5 12 29 28K 262/147 28K 335/220 14x22��TTL'Oi// WO850 LOWW21 x62h IGH THESE PLANS WERE COMPILED FROM DATA PRESENTED ON CONTRACT DRAWINGS DATED 3/15/2019 ADD. 5 PLEASE ADVISE IF DRAWINGS HAVE BEEN REVISED. PROJECT: W18I40 HIGH N 11T-0" BOD (HIGH) 0o in (.1 0 MATCHLINE SEE J3 ATCHLINE SEE J1 SEP232C JOIST MARKS BEGINNING WITH "T" INDICATE A COLUMN JOIST PER O.S.H.A. REQUIREMENTS - JOIST TAGGED WITH AN ORANGE TAG. THESE JOISTS SHALL BE ERECTED PRIOR TO ALL OTHER JOISTS. il�gr 1M- TUKWILA JUSTICE CENTER 15045 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98188 CUSTOMER: STEEL ENCOUNTERS. INC. ARCHITECT: DLR GROUP ENGINEER: KPFF LOAD TABLE 1 1.7K VERT. EQ. (SERVICE) @ 6'-3" (BRACE) 2 1.7K VERT. EQ. (SERVICE) @ 3'-6" (BRACE) 13' 1.7K VERT. EQ. (SERVICE) @ 3'-6" & 35'-0" (BRACE) 4 C CASE 1: 2.2K VERT. EQ (STRENGTH) W/FULL DL @ 3'-6" (BRACE) 15 I DEFLECTION TL = L/360 LL = L/480 IN LIEU OF TYP 6 D DEFLECTION TL = L/480 LL = U600 IN LIEU OF TYP I 7 J 2.8K LL ON BC @ 16'-11" (MOVEABLE PARTITION) — 8 CASE 1: 1.7K VERT. EQ (STRENGTH) W/FULL DL @ 6'-2" (FALL ARREST) CASE 2: 0.3K VERT. EQ (STRENGTH) W/ FULL DL & LL @ 6'-2" (FALL ARREST) PiCASE 1: 1.7K VERT. EQ (STRENGTH) W/FULL DL @ 18'-11" (FALL ARREST) 10 1.2K VERT. EQ. (SERVICE) @ 22'-11" (BRACE) 11 0.3K ADD LOAD © 6'-2" & 23'-2" (BRACE) 12 1.2K VERT. EQ. (SERVICE) @ 27'-2" (BRACE) 13 1.2K VERT. EQ. (SERVICE) @ 15'-9" & 22'-8" (BRACE) 14 1.7K VERT. EQ. (SERVICE) @ 15'-11" (BRACE) 15 0 PLF SDL @ 30'-10" TO 291 PLF SDL @ RE is 0 PLF SDL © 30'-10" TO 322 PLF SDL @ RE 17 204 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" to 189 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" 19 174 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" 20 1 174 PLF SDL @ TE TO 36 PLF SDL @ 11'-0" THEN 21 33 PLF SDL FL 22 231 PLF SDL FL 23 211 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" 24 106 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" 25 288 PLF SDL @ TE TO 231 PLF SDL @ 2'-0" THEN 26 122 PLF SDL @ TE TO 9 PLF SDL @ 8'-6" THEN 9 PLF SDL @ 8'-6" TO 20'-6" THEN 9 PLF SDL @ 20'-6" TO 122 PLF SDL @ RE 27 122 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN 0 PLF SDL @ 20'-0" TO 122 PLF SDL @ RE — 28 136 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN 29 215 PLF SDL @ TE TO 127 PLF SDL @ 4'-0" THEN 127PLFSDL@4'-0"TORE — 30 215 PLF SDL @ TE TO 16 PLF SDL @ 9'-3" THEN 31 215PLF SDL @TETOOPLF SDL @10'-0" 32 29 PLF SDL @ TE TO 0 PLF SDL @ 10'-0" 33 126 PLF SDL FL 34 20PLF SDL FL 35 39 PLF SDL FL 36 9PLFSDLFL 371 _____ �� 114 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" 3a 128 PLF SDL @ TE TO 0 PLF SDL © 9'-0" 39 121 PLF SDL @TETOOPLF SDL @9'-0" ao 1 110 PLF SDL @ TE TO 8 PLF SDL @ 8'-4" THEN 8 PLF SDL @ 8'-4" TO 240 PLF SDL @ RE — 41 105 PLF SDL @ TE TO 6 PLF SDL @ 8'-6" THEN I421 117 PLF SDL @ TE TO 9 PLF SDL @ 8'-3" THEN 9PLFSDL@8'-3"TORE F-3-1 223 PLF SDL @ 18'-0" TO RE as 1 103 PLF SDL @ TE TO 38 PLF SDL @ 5'-9" THEN 38 PLF SDL @ 5'-9" TO TO 30'-6" THEN 38 PLF SDL @ 30'-6" TO 103 PLF SDL @ RE — as 103 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN — 46 103 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN DETAILER & DATE: C. ANGELO 4/17/2019 CHECKER & DATE: R. MEYER 7/11/2019 Pic") A - - A - - A - - - - SHEET TITLE: JOIST PLACEMENT PLAN JOB No: 9F00299 DRAWING No: J2 OF 8 TOTAL THE CONTRACT DRAWINGS DATE. 3/15/2019 ADD. 5 FINAL MATCHLINE SEE J2 14'-6" C 1 1 14'-0" 18'-0" 113'F11" BOD ( LOW) 11$'-0" BOD (HIGH) C11 C 3 COL W12x14 0 0 W12126 HIGH W12x16 LO'V 1fl I- C1 v 0 14K 289/168 1 46 NOTES: DESIGN CODE - IBC 2015 DEFLECTION - TL = L / 180 (UNO) LL = L / 240 (UNO) WL & EQ = SERVICE UNO TYPICAL AXIAL - NONE BEND CHECK 0.1 K TC & BC NET UPLIFT - -36 PLF MECH. EQUIPMENT - NOTED FIRE PROTECTION - UP TO 6" INCLUDED IN JOIST DESIGN COLUMNS - SEE COLUMN TABLE * DENOTES OSHA TIE END ADD JOIST SELF WEIGHT 5 8' 4" ,1,/ 9'-0„ 4 @ 5'-9" 12x14 v O 14 —3 4 -5)C12 C 1C1 W12�C26 HIGH W12x16 LOW 118'-9 z' BOD (HIGH) - J85 30K 290/158 45 f.� c11 @ 10 COL? W12135 HIG-I W12x35 LOW r` N- 0) rn 0 rn 26K 265/144 C12 1W12x3 HIGH W12x35 LOW 5 7 4 o' 18' 0" 2'-10" T80 x J82 40'-11 WFB WFB 5 43 37 30K 299/158 30K 299/158 J79 O 39 T78 38 J77 CS T83 COL 113'-0" BOD p GRID N TYP J82 T81 WFB C2 WFB 3 3 J76 J75 42 COL .TYP UNO C co 36 30K 363/227 T74 J73 3' 0" O TYP UNO COL WFB}c, 14K 285/152 J72 X 5 2 4 2 20'-0" 14K 285/152 J71 14K 339/218 J70 3 C2 WFF C5 AREA C WFB r A ROOF JOIST PLACEMENT PLAN PAINT: GREY (REF: S1.3C) 12' 0" 112'-7" BOD /M @ GRID F1 1C1 (s) ATCHLINE SEE J2 Dick-Ctlio LOAD TABLE a7 1.2K VERT. EQ. (SERVICE) @ 6'-9" (BRACE) ae 1.2K VERT. EQ. (SERVICE) @ 11'-7" (BRACE) 49 1.7K VERT. EQ. (SERVICE) @ 23'-9", 29'-6", 35'-3" (BRACE) so 1.7K VERT. EQ. (SERVICE) @ 31'-0" (BRACE) 7 CASE 1: 1.7K VERT. EQ (STRENGTH) W/FULL DL @ 29'-7" (FALL ARREST) CASE 2: 0.3K VERT. EQ (STRENGTH) W/ FULL DL & LL © 29'•7" (FALL ARREST) 52 1.7K VERT. EQ. (SERVICE) @ 7'-0 3" & 14'-0" (BRACE) THESE PLANS WERE COMPILED FROM DATA PRESENTED ON CONTRACT DRAWINGS DATED 3/15/2019 ADD. 5 PLEASE ADVISE IF DRAWINGS HAVE BEEN REVISED. SEP 2 3 2yi' JOIST MARKS BEGINNING WITH "T" INDICATE A COLUMN JOIST PER O.S.H.A. REQUIREMENTS - JOIST TAGGED WITH AN ORANGE TAG. THESE JOISTS SHALL BE ERECTED PRIOR TO ALL OTHER JOISTS. LOAD TABLE 1.7K VERT. EQ. (SERVICE) @ 6'-3" (BRACE) I ` i 1.7K VERT. EQ. (SERVICE) @ 3'-6" (BRACE) 3 1.7K VERT. EQ. (SERVICE) @ 3'-6" & 35'-0" (BRACE) (4 1 CASE 1: 2.2K VERT. EQ (STRENGTH) W/FULL DL @ 3'-6" (BRACE) CASE 2: 0.4K VERT. EQ (STRENGTH) W/ FULL DL & LL @ 3'-6" (BRACE) 5 D DEFLECTION TL = L/360 LL = L/480 IN LIEU OF TYP 6 DEFLECTION TL = L/480 LL = L/600 IN LIEU OF TYP 7 2.8K LL ON BC @ 16'-11" (MOVEABLE PARTITION) — 8 CASE 1: 1.7K VERT. EQ (STRENGTH) W/FULL DL @ 6'-2" (FALL ARREST) CASE 2: 0.3K VERT, EQ (STRENGTH) W/ FULL DL & LL @ 6'•2" (FALL ARREST) flCASE 9 1: 1.7K VERT. EQ (STRENGTH) W/FULL DL @ 18'-11" (FALL ARREST) CASE 2: 0.3K VERT. EQ (STRENGTH) WI FULL DL & LL @ 18'-11(FALL ARREST) 10 1.2K VERT. EQ. (SERVICE) @ 22'-11" (BRACE) 11 0.3K ADD LOAD @ 6'-2" & 23'-2" (BRACE) 12 1.2K VERT. EQ. (SERVICE) @ 27'-2" (BRACE) 13 1.2K VERT. EQ. (SERVICE) @ 15'-9" & 22'-8" (BRACE) 14 1.7K VERT. EQ. (SERVICE) @ 15'-11" (BRACE) 15 0 PLF SDL @ 30'-10" TO 291 PLF SDL @ RE 16 0 PLF SDL @ 30'-10" TO 322 PLF SDL @ RE 17 204 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" 18 189 PLF SDL @ TE TO 0 PLF SDL © 14'-0" 19 174 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" 20 174 PLF SDL @ TE TO 36 PLF SDL @ 11'-0" THEN 36 PLF SDL @ 11'-0" TO 13'-0" 21 33 PLF SDL FL 22 231 PLF SDL FL 23 211 PLF SDL @TETOOPLF SDL @14'-0" 1241 106PLF SDL @TETOOPLF SDL @14'-0" — 25 288 PLF SDL @ TE TO 231 PLF SDL @ 2'-0" THEN 26 1 122 PLF SDL @ TE TO 9 PLF SDL @ 8'-6" THEN 9 PLF SDL @ 8'-6" TO 20'-6" THEN 9 PLF SDL @ 20'-6" TO 122 PLF SDL @ RE — 27 122 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN 0 PLF SDL @ 20'-0" TO 122 PLF SDL @ RE — 28 136PLF SDL @TETOOPLF SDL @9'-0"THEN 29 215 PLF SDL @ TE TO 127 PLF SDL @ 4'-0" THEN 30 2 215 PLF SDL @ TE TO 16 PLF SDL @ 9'-3" THEN 16 PLF SDL @ 9'-3" TO RE [ 31 215 PLF SDL @ TE TO 0 PLF SDL @ 10'-0" 32 29PLF SDL @TETOOPLF SDL @ 10'-0" 33 126 PLF SDL FL _._. .. 34 20 PLF SDL FL 35 39PLFSDLFL 36 9PLFSDLFL 37 114PLF SDL @TETOOPLF SDL @t 'O 38 128 PLF SDL @ TE TOO PLF SDL @ 9'-0" 39 121 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" ao 110 PLF SDL @ TE TO 8 PLF SDL @ 8'-4" THEN p105 a1 PLF SDL @ TE TO 6 PLF SDL @ 8'-6" THEN 6 PLF SDL @ 8'-6" TO 122 PLF @ RE — 42 117 PLF SDL @ TE TO 9 PLF SDL @ 8'-3" THEN 431 223 PLF SDL @ 18'-0" TO RE as 103PLF SDL @TETO38PLF SDL @5'-9"THEN 38PLF SDL @5'-9"TO TO 30'-6" THEN 38 PLF SDL @ 30'-6" TO 103 PLF SDL @ RE — as 103 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN — 46 103 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN 0 PLF SDL @ 11'-6" TO 178 PLF SDL @ RE V//VALLEYi 255 LOGAN LANE FERNLEY, NEVADA 89408 (775) 575-7337 PHONE 3019 GAULT AVE. NORTH FORT PAYNE, ALABAMA 35967 (256) 845-2330 PHONE %S ACCREDITED IAS CERT. #FA-363 APPROVED FABRICATOR VALLEY JOIST IS AN APPROVED FABRICATOR IN ACCORDANCE WITH THE IBC SECTION 1704.2.5.2 AND THE CBC SECTION 170,1.2.2. REVIEW AND APPROVAL OF THESE JOIST PLACEMENT PLANS ACKNOWLEDGES AND ACCEPTS VALLEY JOIST AS AN APPROVED FABRICATOR AND WAIVES ALL IN -SHOP AND FIELD SPECIAL INSPECTIONS OF THE MANUFACTURED AND DELIVERED JOISTS AND JOIST GIRDERS FOR THIS PROJECT. APPROVED FABRICATOR CERTIFICATES WILL BE SUPPLIED UPON REQUEST. PROJECT: TUKWILA JUSTICE CENTER 15045 TUKWILA INTERNATIONAL BLVD TUKWILA. WA 98188 CUSTOMER: STEEL ENCOUNTERS, INC. ARCHITECT: DLR GROUP ENGINEER: KPFF DETAILER & DATE: C. ANGELO 4/17/2019 CHECKER & DATE: R. MEYER 7/11/2019 k'lch A - - A - - A _ _ SHEET TITLE: JOIST PLACEMENT PLAN JOB No: 9F00299 DRAWING No: J3 OF 8 TOTAL THE CONTRACT DRAWINGS DATE: 3/15/2019 ADD. 5 cc w I- z w 0 0 0 D 5 7 F INAL PER OSHA: PER OSHA: PER OSHA: ERECTION NOTE: JOISTS 40'-0" AND LONGER MUST BE A BOLTED CONNECTION @ BEARING SEAT. 1 „ HALF STD. BM. GA. COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. HALF STD. COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. ...03" -- 7 / 2 — '/," x 2" SLOTS @ 3Y," GAGE WHERE JOISTS ARE MANUFACTURED TO ALLOW FOR FIELD BOLTING TO THE SUPPORTING STRUCTURE, THE BOLTED CONNECTIONS ARE FOR ERECTION PURPOSES ONLY, UNLESS SPECIFICALLY DIRECTED BY THE EOR. SNUG -TIGHTENED BOLTS SHALL REMAIN IN THE BEARING SEAT SLOTS AFTER FINAL WELDED CONNECTION IS MADE PER THE CONTRACT STRUCTURAL DOCUMENTS. IF A BOLTED CONNECTION IS NOT USED, OR THE BOLTS ARE REMOVED AFTER ERECTION, JOIST SEATS MUST BE WELDED ALONG THE INSIDE EDGE OF SEAT SLOTS AS SHOWN. PER SA TWRIPEDRRsAr=g-r. BM. GA. 22 / --- 2 — Se" x 2" SLOTS @ 3Y2" GAGE 3" / 1 2 — '/," x 2" SLOTS TYP 1/8" 2 1/2" TYP 1/8" 2 1/2" 1 TYP 1/8' 2 1/2" @ 35" GAGE @ JOISTS W/ * ONLY IIIIIIIIIIIIII4 6111111=111M 11111111111111111111111111111, IIM=1 7.IMMM MOM& 1....trjr.2 I 1 , ' . i " ' . ' ' 1„ 22 DR //____ v_ < 2" T L WFB -- V W T = IY8 FOR K-SERIES WFB PER OSHA: DO NOT WELD 2" ± 1" DO NOT WELD 1/4FOR LH-SERIES & JOIST GIRDER PER OSHA: 2" ± 1" L = 11/2 WITH BOLTS IF BOLTS ARE REMOVED COLUMN & NEAR COLUMN JOISTS MUST HAVE A MIN 6x6 (3/4" THICKNESS RECOMMENDED) STABILIZER PLATE FOR ENGAGEMENT OF JOIST BOTTOM CHORD (BCX). COLUMN & NEAR COLUMN JOISTS MUST HAVE A MIN 6x6 (3/4" THICKNESS RECOMMENDED) STABILIZER PLATE FOR ENGAGEMENT OF JOIST BOTTOM CHORD (BCX). @ JOISTS W/ * ONLY (NOT RECOMMENDED) TYPICAL BOLTED CONNECTION REF:11,12/S5.9 REF: 11/S5.6 WFB REF:5,7/S3.3 JOIST @ WFB REF:- 2 JOIST @ COL REF:RFI 66 3 JOIST @ WFB REF:- 1 OF PANEL POINT (3) PER OSHA: PER OSHA: PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. " q COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. q pi- COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION © BEARING SEAT. q HALF STD. BM. GA. „ 1 1/8" 2 /2" 2— Se" x 2" SLOTS © 33/2" GAGE @ JOISTS W/ TYP * ONLY FIELD INSTALLED EACH SIDE. ADD'L OF POINT LOAD 3/16" \ ANGLE BRACE, NOT BY VALLEY — 2"x2"x1/4" STRUT REQ'D WHEN POINT SIDES TYP. q OF PANEL POINT / 2 — Me" x 2" SLOTS @ 35," GAGE 2" 2 — 5" x 2" SLOTS TYP 1/8" V2 1/2" TYP 1/8" 2 1/2" @ 3Y" GAGE @ JOISTS W/ * ONLY • inummra. . 11111111111111111111 OPP. JOIST WHERE OCCURS / 1' 1 _ 1„ - 2-1' , 2 51„ WFB E , I I PER OSHA: — DO / 2" ± 1" NOT WELD PER OSHA: DO 2" ± 1" NOT WELD COL. /---/ DO NOT WELD COLUMN & NEAR COLUMN JOISTS MUST HAVE THICKNESS RECOMMENDED) PER OSHA: A MIN 6x6 ( 3/4" STABILIZER PLATE FOR ENGAGEMENT OF JOIST BOTTOM CHORD (BCX). @ JOISTS W/ * ONLY 1 — 2" ± 1" COLUMN & NEAR COLUMN JOISTS MUST HAVE A MIN 6x6 (3/4" THICKNESS RECOMMENDED) STABILIZER PLATE FOR ENGAGEMENT OF JOIST BOTTOM CHORD (BCX). COLUMN & NEAR COLUMN JOISTS MUST HAVE A MIN 6x6 (3/4" THICKNESS RECOMMENDED) STABILIZER PLATE FOR ENGAGEMENT OF JOIST BOTTOM CHORD (BCX). @ JOISTS W/ * ONLY Ilr LOAD EXCEEDS 100# TC & 100# BC OR IS LOCATED MORE THAN 6" FROM OF POINT LOAD PANEL POINT. REF: 1/S5.4 REF:9/S5.4 REF:5,7/53.3 JOIST @ HSS COL. REF:- 5 JOIST @ WFB COL REF:RFI 66 6 JOIST @ WFB REF:- 4 PER OSHA: PER OSHA: PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. HALF STD. COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. HALF STD. JOISTS 40'-0" AND LONGER MUST BE A BOLTED CONNECTION @ BEARING SEAT. HALF STD. **ALL FIELD INSTALLED REINFORCING WEBS SHALL BE WELDED USING E70 ELECTRODES TYPICAL JOIST REINFORCEMENT AT CONCENTRATED LOADS BM. GA. ...1 TYE>. - T 7— 1/8"v 2 1/2" 1" /-- BM. GA. 2 — %le" x 2" SLOTS @ 3'N' GAGE @ JOISTS W/ * ONLY BM. GA. "A" REF: N/A SEP 2 3 23:' .. 41„ 1/8" TYP - -- 2 —9/,,," x 2" SLOTS @ 3Yz" GAGE @ JOISTS W/ * ONLY 2" 2 — x 2" SLOTS @ 3Yz" GAGE TYP 1/8" 2 1/2" om mew a. -r— TCX I BL -,-- TCX BL TCX BL TYPE "A" TYPE "E" TYPE "D" II: Ir EXTENDED T.C. ANGLES ONLY EXTENDED T.C. ANGLES AND SEATS EXTENDED T.C. ANGLES AND SEATS THESE DETAILS REPRESENT THE TYPES OF TOP CHORD AND BEARING SEAT EXTENSIONS PROVIDED BY VALLEY JOIST. THE BEARING SEATS SHOWN IN THE JOIST CONNECTION DETAILS IS A RENDITION AND DOES NOT REPRESENT THE MANUFACTURED CONDITION. THE TYPE OF TOP CHORD AND BEARING EXTENSION (A, E, OR D) USED IN MANUFACTURING WILL BE DETERMINED BY VALLEY JOIST BASED ON THE DESIGN REQUIREMENTS FOR THE JOIST AND TOP CHORD EXTENSION. TOP CHORD EXTENSION (TCX) TYPES WFB PER OSHA: I DO NOT WELD 2" ± 1" ' WFB PER OSHA: DO NOT WELD 2" ± 1" COLUMN & NEAR COLUMN JOISTS MUST HAVE A MIN 6x6 (3/4" THICKNESS RECOMMENDED) STABILIZER PLATE FOR ENGAGEMENT OF JOIST BOTTOM CHORD (BCX). @ JOISTS W/ * ONLY RiP 0V COLUMN & NEAR COLUMN JOISTS MUST HAVE A MIN 6x6 CA" THICKNESS RECOMMENDED) STABILIZER PLATE FOR ENGAGEMENT OF JOIST BOTTOM CHORD (BCX). @ JOISTS W/ * ONLY REF: 1/S5.47 REF:5/S5.4 WFB REF:2/S5.8 JOIST TO JOIST @ WFB REF:- 8 JOIST @ _REF:- 9 JOIST @ WFB REF:- J 0; 110A PROJECT: TUKWILA JUSTICE CENTER DETAI ER & DATE: C. ANGELO 4/17/2019 SHEET TITLE: 255 LOGAN LANE ,74,...,. MIS' DOUBLE CLICK ADD STREET ADDRESS CHECKER & DATE: R. MEYER 7/11/2019 rich CONNECTION DETAILS FERNLEY, NEVADA 89408 E-7-1E sii Fze-: I'cli.i, TUKWILA WA 98188 3 A - JOB No: 9F00299 V/jVALLEY (775) 575-7337 PHONE Ilma0, ACCREDITED IAS CERT. #FA-363 STEEL ENCOUNTERS, INC. A - DRAWING ',JOIST 3019 GAULT AVE. NORTH APPROVED FABRICATOR CUSTOMER: DECK FORT PAYNE, ALABAMA 35967 (256) 845-2330 PHONE VA LEY JOIST IS AN APPROVED FABRICATOR IN ACCORDANCE WITH THE IBC SECTION 1704.2.5 2 AND THE CRC SECTION 1704.2.2. REVIEW AND APPROVAL OF THESE JOIST PLACEMENT PLANS ACKNOWLEDGES AND ACCEPTS ARCHITECT: DLR GROUP A . No: VA LEY JOIST AS AN APPROVED FABRICATOR AND WAIVES ALL IN -SHOP AND FIELD SPECIAL INSPECTIONS OF THE KPFF A - J4 OF 8 TOTAL MANUFACTURED AND DELIVERED JOISTS AND JOIST GIRDERS FOR THIS PROJECT APPROVED FABRICATOR CERTIFICATES WILL BE SUPPLIED UPON REQUEST ENGINEER: U) 0 0 cn N Cei." L1J H z 0 0 H z 0 w I 0 — Ui CC 0 w 17- co FINAL PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. 78- PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST HA A MIN 6x6 (3/4" THICKNESS RECOMMENDED) STABILIZER PLATE FOR ENGAGEMENT OF JOIST BOTTOM CHORD (BCX). @ JOISTS W/ * ONLY TYP 2 - 'A6" x 2" SLOTS @ 3X" GAGE @ JOISTS W/ * ONLY - 2" ± 1" DO NOT WELD 41„ PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST HAVE A MIN 6x6 (3/4" THICKNESS RECOMMENDED) STABILIZER PLATE FOR ENGAGEMENT OF JOIST BOTTOM CHORD (BCX). 2 2" ± 1" 2 1/2" TYP 2 - '46" x 2" SLOTS @ 3.16" GAGE DO NOT WELD JOIST @ WFB COL. REF:4/S5.3 REF:- 10 JOIST @ WFB REF.5/E11052 REF:- 11 2' MAX. WF BEAM TYP HORIZ BRIDGING SPLICE TYP TYP JOIST \-- BRIDGING - SEE PLAN FOR MARK & LOCATION JIL WELDING NOTE: WELD MAY BE TO EITHER SIDE OF ANGLE. TYP. HORIZ. BRIDGING TO BEAM VfiVALLEY vmOIST+DECK REF: REF: 255 LOGAN LANE FERNLEY, NEVADA 89408 (775) 575-7337 PHONE 3019 GAULT AVE, NORTH FORT PAYNE, ALABAMA 35967 (256) 845-2330 PHONE B1 2" MAX. WF BEAM TYP HORIZ BRIDGING SPLICE TYP 1/8" 1" TYP q JOIST 1 BRIDGING - SEE PLAN FOR MARK & LOCATION WELDING NOTE: WELD MAY BE TO EITHER SIDE OF ANGLE. UPLIFT BRIDGING @ BEAM 4trin ACCREDITED IAS CERT. #FA-363 HPRREV APPROVED FABRICATOR VALLEY JOIST IS AN APPROVED FABRICATOR IN ACCORDANCE WITH THE IBC SECTION 170,2.5.2 AND THE CRC SECTION 1704.2.2. REVIEW AND APPROVAL Of THESE JOIST PLACEMENT PLANS ACKNOWLEDGES AND ACCEPTS VALLEY JOIST AS AN APPROVED FABRICATOR AND WAIVES ALL IN -SHOP AND FIELD SPECIAL INSPECTIONS OF THE MANUFACTURED AND DELIVERED JOISTS AND JOIST GIRDERS FOR THIS PROJECT. APPROVED FABRICATOR CERTIFICATES WILL BE SUPPLIED UPON REQUEST. REF: REF: B2 PROJECT: TUKWILA JUSTICE CENTER 15045 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98188 CUSTOMER: STEEL ENCOUNTERS, INC. ARCHITECT: DLR GROUP ENGINEER: KPFF SEP 2 3 bte4-0030 DETAILER & DATE: C. ANGELO 4/17/2019 CHECKER & DATE: R. MEYER 7/11/2019 A - A - A - A - SHEET TITLE: CONNECTION DETAILS JOB No: 9F00299 DRAWING No: J5 OF 8 TOTAL THE CONTRACT DRAWINGS DATE: 3/15/2019 ADD. 5 FINAL BRIDGING NOTES: MATCHLINE SEE J7 o 125'-9" BOD 126-91" BOD WFB II I— I -m)C5 MD I, I B M W x WFB I I I H3 H3 H3 B V//VALLEY DECK W14x22 7 CO CU m Q Ih MD 116'-5" BOD WI) 255 LOGAN LANE FERNLEY, NEVADA 89408 (775) 575-7337 PHONE 3019 GAULT AVE. NORTH FORT PAYNE, ALABAMA 35967 (256) 845-2330 PHONE W16x31 W16x26 W21x62 ▪ 6 '-1 Co.) 4I IDS ACCREDITED IAS CERT. #FA-363 APPROVED FABRICATOR VALLEY JOIST IS AN APPROVED FABRICATOR IN ACCORDANCE WITH THE IBC SECTION 1704.2 5.2 AND THE CBC SECTION 1704.2.2. REVIEW AND APPROVAL OF THESE JOIST PLACEMENT PLANS ACKNOWLEDGES AND ACCEPTS VALLEY JOIST AS AN APPROVED FABRICATOR AND WAIVES ALL IN -SHOP AND FIELD SPECIAL INSPECTIONS OF THE MANUFACTURED AND DELIVERED JOISTS AND JOIST GIRDERS FOR THIS PROJECT. APPROVED FABRICATOR CERTIFICATES WILL BE SUPPLIED UPON REQUEST. W21 x44 H 126'-1 " BOD (HIGH) -1 C9 \if 125'-10" BOD @ GRID 9 _\I W16x26 HIGH & LOW W14x22 { C'J W16x31 125'-6" BOD PROJECT: C I14x22 LOYV UH3 62--HGH- W12x16 W)8x50 LOVV W18x▪ 40 HIGH 6 N I I N V � I{ WFB co (N X 13 CONTINUOUS HORIZONTAL BRDG. — H2 = L 11/4" x 1%4" x .109 H3 = L 11/2" x 11/2" x .109 H5 = L 13/4" x 13/4" x .125 @ TOP & BOTTOM CHORDS LOCATE AS SHOWN ON PLAN TYPICAL THROUGHOUT BUILDING. CONTINUOUS UPLIFT BRDG. — UH2=L 11/4'x1%4"x.109 UH3 = L 1%2"x1%2"x.109 UHS = L 13/4"x 13/4"x.125 TYP. LOCATED ON THE BOTTOM CHORD ONLY NEAR THE FIRST BOTTOM CHORD PANEL POINT, BOTH ENDS OF JOIST TYPICAL THROUGHOUT BUILDING. WELDED "X" BRIDGING — W01,W02=L 11/4"x1%4'x.109 TYP. SEE PLAN FOR MARK NO. & LOCATION. MATCHILINE SEE J7 '-0" BOD (HIGH) IN N I4' OI=,�' �vl v UT II II H3 WFB WFB WFB WFB N N V Ali 129'-7 1/2 BOD 0 Z uJ 0 Q E.1 E ®D �C (B ® O AREA A ROOF PAINT: GREY TUKWILA JUSTICE CENTER 15045 TUKWILA INTERNATIONAL BLVD TUKWILA. WA 98188 CUSTOMER STEEL ENCOUNTERS, INC. ARCHITECT: DLR GROUP ENGINEER: KPFF 0 CD 01. 3.8 0 BRIDGING PLAN DETAILER & DATE: C. ANGELO 4/17/2019 CHECKER & DATE: R. MEYER 7/11/2019 3/ //7 A - - A - - A - - A - - SEP SHEET TITLE: BRIDGING PLAN JOB No: 9F00299 DRAWING No: J6 OF 8 TOTAL 3/15/2019 ADD. 5 THE CONTRACT DRAWINGS DAT w 2 w U w () N D I— FINAL BRIDGING NOTES: (I) MATCHLINE SEE J8, MATCHLINE SEE J6 125'-9" BOD V//VALLEY i 255 LOGAN LANE FERNLEY, NEVADA 89408 (775) 575-7337 PHONE 3019 GAULT AVE. NORTH FORT PAYNE, ALABAMA 35967 (256) 845-2330 PHONE 00 0 0 \ I W14x22 W21x44 IAS CERT. #FA-363 118'-0" BOD W16x26 HIGH & LOW 125'-10" BOD GRID 9 W,4x22 W21x50 PROJECT: L Q (DX )(B) O AA / % I VA/14x224_OYV W 8x 0 X IN X 0(OW 131'-0" BOD (HIGH) AREA B ROOF PAINT: GREY TUKWILA JUSTICE CENTER 15045 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98188 CUSTOMER: STEEL ENCOUNTERS, INC. ARCHITECT: DLR GROUP ENGINEER: KPFF MATCHLINE SEE J8 MATCHLINE SEE J6 BRIDGING PLAN CONTINUOUS HORIZONTAL BRDG. - H2=L 1Y4"x11/4'x.109 H3 = L 1Y2"x1Y2"x.109 H5 = L 13/4"x 13/4"x.125 @ TOP & BOTTOM CHORDS LOCATE AS SHOWN ON PLAN TYPICAL THROUGHOUT BUILDING. CONTINUOUS UPLIFT BRDG. - UH2 = L 11/4" x 11/4" x .109 UH3=L1Y2"x1Y2"x.109 UH5 = L 13/4"x 13/4"x.125 TYP. LOCATED ON THE BOTTOM CHORD ONLY NEAR THE FIRST BOTTOM CHORD PANEL POINT, BOTH ENDS OF JOIST TYPICAL THROUGHOUT BUILDING. WELDED "X" BRIDGING - W01,W02=L 1Y4'x1Y4"x.109 TYP. SEE PLAN FOR MARK NO. & LOCATION. DETAILER & DATE: C. ANGELO 4/17/2019 CHECKER & DATE: R. MEYER 7/11/2019 A---' A - - A - - A - - A - - SEP 23 :: :: SHEET TITLE: BRIDGING PLAN JOB No: 9F00299 DRAWING No: J7 OF 8 TOTAL THE CONTRACT DRAWINGS DATE: 3/15/2019 ADD. 5 CC w I- z w 0 w U CO D 5 FINAL BRIDGING NOTES: MATCHLINE SEE J7 W12x14 W12(26 HIGH C� W12x16 LO'V W12IC26 HIGH V$I12x16 LO H3 @EEX® 0 AA W12x14 W12x35 HIG-1-1 W12x35 LOW r ),W12x3 HIGH W12x35 LIW WCB WEB / H2 WFB 0 WFB WFB (. WFB WFB C L F WFB �} II CO N MATCHLINE SEE J7 AREA C ROOF PAINT: GREY BRIDGING PLAN CONTINUOUS HORIZONTAL BRDG. H2=L1%4"x1%4"x.109 H3 = L 1%'x11/2"x.109 H5=L 13/4"x 13/4"x.125 @ TOP & BOTTOM CHORDS LOCATE AS SHOWN ON PLAN TYPICAL THROUGHOUT BUILDING. CONTINUOUS UPLIFT BRDG. UH2 = L 1%4' x 1%4" x .109 UH3 = L 1%2" x 1%2" x .109 UH5=L13/4"x13/4"x.125 TYP. LOCATED ON THE BOTTOM CHORD ONLY NEAR THE FIRST BOTTOM CHORD PANEL POINT, BOTH ENDS OF JOIST TYPICAL THROUGHOUT BUILDING. WELDED "X" BRIDGING - W01, W02 = L 1Y4" x 1%4" x .109 TYP. SEE PLAN FOR MARK NO. & LOCATION. vxooW SEP 2 3 ...., V//VALLEY DECK 255 LOGAN LANE FERNLEY, NEVADA 89408 (775) 575-7337 PHONE 3019 GAULT AVE. NORTH FORT PAYNE, ALABAMA 35967 (256) 845-2330 PHONE lS ACCREDITED IAS CERT. #FA-363 APPROVED FABRICATOR VALLEY JOIST IS AN APPROVED FABRICATOR IN ACCORDANCE WITH THE IBC SECTION 1704.2 5.2 AND THE CRC SECTION 1704.2.2. REVIEW AND APPROVAL OF THESE JOIST PLACEMENT PLANS ACKNOWLEDGES AND ACCEPTS VALLEY JOIST AS AN APPROVED FABRICATOR AND WAIVES ALL IN -SHOP AND FIELD SPECIAL INSPECTIONS OF THE MANUFACTURED AND DELIVERED JOISTS AND JOIST GIRDERS FOR THIS PROJECT. APPROVED FABRICATOR CERTIFICATES WILL BE SUPPLIED UPON REQUEST. PROJECT: TUKWILA JUSTICE CENTER 15045 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98188 CUSTOMER: STEEL ENCOUNTERS, INC. ARCHITECT: DLR GROUP ENGINEER: KPFF DETAILER & DATE: C. ANGELO 4/17/2019 CHECKER & DATE: R. MEYER 7/11/2019 /'ich A - - A - - A - - A - - SHEET TITLE: BRIDGING PLAN JOB Na 9F00299 DRAWING No: J8 OF 8 TOTAL THE CONTRACT DRAWINGS DATE: 3/15/2019 ADD. 5 PROJECT: 12 CB-02 `SLOW ROOF T.O.S. = 126'-2716' rT.O.S. = 113.-0" LVL 2 T.O.S. = 99.-312' ' LVL 1 / Base PI. 12. -1 CB-02 LO X CV 27'-8" 20'-8" 8.3 W18x50 79p7 0\ W21x62 13 CB-02 OPP. ?N_ W21 x62 GRID T T.O.S. = 125'-7916" ;> W21x62 LOW ROOF . T.O.S. = 113.-0" LVL 2 T O S = 99'-4" LVL 1 / Base PI. vCB-02 T.O.S. = 113'-455" LVL 2 T.O.S. = 99.-312" LVL 1 / Base PI. H 2"j GRID 9 2T-8" W14x48 14 \ \CB-02) /7114 OPP. v2.., eRa 790pp 14 \ ,CB-02 'OPP. 16 12 41 CB-02 \ 'OPP.A W14x90 16 CB-02 T O S = 125.-6 SLOW ROOF T.O.S. = 113.-0" LVL 2 T.O.S. = 99'-3l2" LVL 1 / Base Pl. 20'-0" T.O.S. = 126.-101116" (BOXED) SLOW ROOF BRB. J93p\ O N 0 'LVL 2 GRID M COREB RACETM SUPERIOR SEISMIC PERFORMANCE 5789 W. Welts Park Rd. West Jordan, Utah 84081 (801)280-0701 T.O.S. = 118.-812' W16x40 T.O.S. = 99'-312" LVL 1 / Base Pl. GRID ' 12 CB-02, T.O.S. = 113'71012"4 LVL 2 T.O.S. = 99.-312" LVL 1 / Base Pl. LCB02 OPP. 12 CB-02' T.O.S. = 118.-612" LVL 2 7 14 CB-02/ OPP. tn, X 13.-0" W12x35 W18x46 4)0 sr o to co x 12'_ 2"/' GRID M 17 \CB-02, 23'-0" W12x35 co X 8Re2 79,Pp'pp 14 '' CB-02% GRID 15 H 2" to X X N 20.-1" rT.O.S. = 99'-4" LVL 1 / Base PI. 14 2" CB-02,7 2" 20'-0" W16x40 T.O.S. = 126'-2716" `7LOW ROOF 13 CB-02 OPP. T.O.S. = 113'-0" 'LVL2 14 \ \ 13 �CB-0 2 12.4i in o_ T.O.S = 99.-312" 'LVL 1 / Base PI. GRID B / 12 \ CB-02' T.O.S. = 113.-812' LVL 2 T.O.S. = 99.-312" `rLVL 1 / Base Pl. © 2019 CoreBraceir., LLC This drawing is proprietary to CoreBrace5", LLC. Not to be duplicated or used without the express written consent of CoreBrace., LLC. Moreover, CoreBrac& ", LLC is not responsible for the use of this drawing by others without its knowledge and consent. CoreBrace Engineering Design Responsibilities are limited to the following: ➢ Complete BRB design based on A.,c provided by E.O.R. ➢ Design connection of BRB to gusset. Design gusset connection to frame columns, beams and base plates. ➢ Member sizes, dimensions, and elevations on CB sheets are shown for coordination only. Project documents shall govern. Verify in field as necessary. ➢ See project documents for additional information; more stringent requirements on project documents shall govern. General Notes: 1. See "Casing Buried in Concrete Detail" where concrete slab will interfere with required BRB stroke. 2. Structural steel detailer and erection team to consider erectability constraints when determining piece erection sequencing and field welding versus shop welding of stiffeners and gussets. 3. Detail callouts are typical at the given frame location, UNO. See "CB" sheets for typical details. 4. Single -line diagrams indicate work -point axis of members, UNO. co X' GRID E 0 XcD 23'-0" 12 \,CB-02/ OPP. T.O.S. = 125.-312' T.O.S. = 112'-412" ,LVL 2 N T.O.S. = 99.-312" LVL 1 / Base PI. 4 CB-02i W12x35 7%pp 14 CB-02 OPP. GRID 18 Abbreviations Approx Asc bfb bfc Bldg Bm Bot B.P. BRB CB CJP Col Cone Conn do (E) EQ F.Q. Fing Approximate Area of Steel Core Width of flange of beam Width of flange of column Building Beam Bottom Base Plate Buckling -Restrained Brace CoreBrace Complete Joint Penetration Centerline Column Concrete Connection Depth of column Existing Equal Finished Floor Flange ` 12 C B-02' LOW ROOF ` 20 \CB-02 T.S .O. = 113.-0" `LVL 2 19 B-02,/ X T.O.S. = 99.-4" LVL 1 / Base PI. 13 Galv Gst Info LVL MAX MIN N&FS Nom PL Req'd Sched S1M Stiff tfb tfc T.O.F. T.O.S. twb TYP LINO 14 CB-02/ 23.-4" W12x35 GRID A 12 16.8 \CB-02; T.O.S. = 112'-9916" LVL2 N X 0 T.O.S. = 99.-31 ' LVL 1 / Base PI. Galvanized Gusset Information. Level Maximum Minimum Near and Far Side Nominal Plate Required Schedule Similar Stiffener Thickness of flange of beam Thickness of flange of column Top of Footing Top of steel Thickness of web of beam Typical Unless Noted Otherwise 24.-7" W21x62 W21x62 T.O.S. = 99.-312" LVL 1 / Base PI. GRID 1 14; 12 GCB-02, OPP. X O 23'-11" 19 W12x35 2"/ 12 ''\CB-02 T.O.S. = 127.-312' LOW ROOF rT.O.S. = 125.-312" LOW ROOF 0 co X o T.O.S. = 113'-0" LVL 2 13 B-02/ T.O.S. = 99'-312" LVL 1 / Base Pl. T.O.S. = 113'-51118" — LVL 2 14 ` CB-02 22'-2" W14x90 (BOXED) eRe 797j 00 W16x40 r 13 'CB-02 OPP. 2 18.-0" W12x35 2'1 W16x77 0 O �ct3r\o GRID 1 18.-9" W16x40 e�Q 7976 2S T.O.S. = 99.-312' 'yLVL 1 / Base PI. 1 CB-02, 'OPP. GRID 13 12 CB-02) -0 m x O_ Pervn"rf No, t0i0.,1e " ,Irsa.L' t3y SJ_ l>a>.Z Dace.._ .G4„0-4 .. _. i'LKV°vii_ SEP 1 3 2019 NOTES 1. DETAIL CALLOUTS ARE TYPICAL AT THE GIVEN FRAME LOCATION, UNO. SEE "CB" SHEETS FOR TYPICAL DETAILS. 2. DIMENSIONS, ELEVATIONS & MEMBER SIZES SHOWN FOR COORDINATION PURPOSES ONLY, PROJECT DOCUMENTS GOVERN. FIELD VERIFY AS NECESSARY, 3. SINGLE -LINE DIAGRAMS INDICATE WORK -POINT AXIS OF MEMBERS, UNO. Symbols Legend x = BASE PL THICKNESS -Deferred D rr e of ^ d Y =GROUT THICKNESS 1 C 1 1. = INDICATES WEAK -AXIS FRAMING OF BRACE TO COLUMN H INDICATES STRONG -AXIS FRAMING OF BRACE TO COLUMN ❑ INDICATES HSS FRAMING OF BRACE TO COLUMN BRB-XX T.O.S. = X'-X" T.O.B.P. = X'-X" 19## INDICATES BRB WITH CORE AREA SIZE OF XX in^2 RELATIVE DISTANCE TO TOP OF STEEL (FROM F.F. Oi-0") RELATIVE DISTANCE TO TOP OF BASE (FROM F.F. 0'-0") BRACE MARK IDENTIFICATION TUKWILA JUSTICE CENTER TUKWILA, WA. DESCRIPTION R APPROVA UJ 0 ADDITIONAL NOTES. LJ Et ELWIX 03_u LI Et feEll SEPARATI PERMIT REQUIFED FOR: El ictrical , PI :lathing City ol Tukwila BUILDING DIVISION CC co to c0 co REVIEVVED FOR SHEET TITLE: COREBRACE BAB FRAME ELEVATIONS APPROVED BUIL DING DIVI ION SE:t2„4 DRAWN BY: CHECKED BY: BP MD DATE: April 17, 2019 SCALE: NONE PROJECT NUMBER: 4371 SHEET NUMBER: A tcl- DO 430 PROJECT: EDGE OF GUSSET PL( ° SECTION A -A AT TUBE PROPRIETARY INTERFACE MATERIAL (PIM) CORE PLATE GROUT FILL LUG PLATE CASING EAL WELD ONLY STEEL CORE A SYM. ABT A BUCKLING RESTRAINED BRACE DETAIL,' 'q SCALE NTS TYP A OUTSIDE FACE OF LUG STEEL CORE TYP A BOLT PATTERN Dw� L,a STEEL CORE Lytt. PLAN VIEW LUG PLATE, TYP ELEVATION VIEW FLAT CORE PLATE DETAIL ----- UG PLATE. TYP LUG PLATE CASING STEEL CORE TYPICAL END CONNECTION DETAIL g PLAN VIEW SCALE NTS�N+J N_OTES', 1 BOLT HOLES IN LUGS ARE STANDARD HOLES. y TYP /0 OI, D,w • 3 P/I CASING CAP, EACH END LUG PLATE STEEL CORE EDGE OF GUSSET PL SINGLE BOLT ROW TYPICAL END CONNECTION DETAIL ELEVATION VIEW SCALE. NTS( NOTES: 1. BOLT HOLES IN LUGS ARE STANDARD HOLES. CASING PROTECTED ZONES PROTECTED ZONES SHADEDREGIONS INDICATE PROTECTED ZONES BRB PROTECTED ZONES SHALL INCLUDE THE STEEL CORE AND CONNECTION ELEMENTS AND SHALL SATISFY THE REQUIREMENTS OF SECTION FL, 5c OF THE AISG 341-10. ADDITIONALLY, ATTACHMENTS WHICH PENETRATE THE CASING (SCREWS, PAF, ETC) OR ANY ATTACHMENT SUPPORTING OVER 50 ARM SHALL BE APPROVED BY THE ENGINEER OF RECORD AND THE ERR MANUFACTURER. SCALE NTS\,7 NOTE. FLOATING DIM NOT L.wP, OVERALL PROCEDURE'. CIRCLED NOTES ARE KEYED ON DETAIL. l LAYOUT BOTTOM BRACE CONNECTION ON GUSSET. (SEE DETAIL 9) 2) ESTABLISH UPPER -MOST BOLT -HOLE, LOCATED AT DISTANCE Len FROM LOWER -MOST BOLT -HOLE. 3; LAYOUT UPPER BOLT -HOLE PATTERN SIMILAR TO LOWER BOLT -HOLE PATTERN. (SEE DETAIL 9) GUSSET.LAYOUTPROCEDURE- CALE NTSr, Casin C0.0 EORLD tine Grids LNs Mark 0ly C, L,TY.H„ t.p W, 4 Ws W, Lys as Ls, L„ tc De, L h, Ly„ ae A„ n n (K PMin pkm Max Wt lb C82.00 B12 T 44-61901 300 1316 6 0.2500 650 323 21 78 21b 8.78 POO 3 00 8 16 063 300 300 16 138 O.B4 25294 236 61 4.000 0 50 2 00 216 , 46 1688 CB2.00 CB 3.75 BR814 BRB 13 M M 1, 1-2 1903 1904 183 3/ 6 18613/16 14475 e 8 0.25 650 5.3 26. A Ze 400 3 00 1013 44 0.50 050 300 300 3.00 900 2.E3 0. d 2 3 120.36 5.000 0. 5 3a5 381 728 ]6 3A 8 46 46 98t 1245 C6250 CB-2.00 BR1619 BRB-. E 905 1907 239 4/16 166 4/ 203.75 192.76 ) U2500 225 2.9 ]1 F78 00 4.00 3. 3.00 13 13.84 050 050 4.00 4.00 3.00 6.34 6.S0C 500 973 g5 38 46 1347 2526 CB-800 GB-3.76 SRO-02 BRB-02 T09.4 S756.4 17613/16 13475 0.2500 0.2500 650 361 23.28 2.63 8.28 4.00 3.09 10.44 0.50 300 300 8.00 2.63 1.38 1.38 0.84 1498 498 4.000 0.50 200 428 1.52 ]6 38 d6 46 883 CB-3Z5 BRB-04 BN-M 1908 116 8 2500 0.2500 650 530 530 6.78 26.28 444 378 4 0.50 3.00 3.00 38 14.36 075 375 778 38 1883 17 CB200 CB-3-00 BRB-04 BRB-03 N-M N-M 1910 911 2. 23 3 6 6. 75 0.2500 50 .0 3 6 2.63 2 8.7 00 0 300 0.3 0.50 0.60 3. 0 0 3.00 2.0 38 0.8 8.98 8 98 12790 0 2. 267 1. 52 6 38 38 6 46 292 1209 3..0 CB1000 SRI 08 BRBeS G-E G£ 912 1912 215 3! 6161.7575 0 0.600 W 65 68 3 B 00 4.00 3.00 30 63 00 600 00 .. 2.64 2 90 2 5 000 2 1.68 2 38 3846 46 3153 CB2.00 CB-200 BRB-1T 413 t 1913 t 21Y16 2961.6 .75 260TS 264.75 I 0.2500 3.1 21.28 216 2.63 0 4.00 3.00 063 063 300 3 1-38 0-84 24468 204.98 4.000 0.50 260 21fi CB2.00 CB-2.00 BRB28 BRB-22 11N-L 1916 1917 2 28113/16 2671.16 249.75 24975 02500 650 361 23.28 263 878 878 4-00 4.00 3.00 3.00 10.13 f 0.60 3.00 300 2.63 263 215. 21698 000 0.50 200 2. _ 127 t.27 76 38 46 1626 CB-200 BRB-07 2431,16 23575 7 0.2500 353 23.28 022 0.50 3.00 300 300 3.00 2.22 138 0.84 195.80 17955 4000 3t2 38 1460 B BRB-15 15 16.17 JF 1919 28813/16 6.75 0.3s28 850 3.61 23.28 2.63 8.70 8.78 3.00 100t3 O50 3-00 3.00 263 27498 274 4.000 8. 200 225 1.25 38 38 46 1.0 CB-2.00 CB.200 BR6.10 8R6.20 D 0 J.F 1921 9013,16 29013f16 256"76 26675 02500 650 3.61 23.28 2.63 3 8,78 878 4.00 A 3D0 0.50 3A0 300 2,69 2.83 1.38 084 2 236-98 238.88 238.98 238.88 4.000 USO 200 1�26 76 38 46 1592 Ted. of mbola • - Lon. tam sbd of le t ,on to en of lug tan.. Yoe. og Podld Only 3.1531bs 5 Length of Cefpm :p 4u Length flap on Gus at le 90, of cote L, = - Length al cas n9 - t. W„= sec on = Sl.8, tyre des. g = Core ensi.11ength del of casingend of CB IAA bo0.I = Thick. sofcareHd Casing Type=t = tube (HSS)and p=ppe La Lgw1Nn(.asng Pcf8Ll Ly," .egt toy I9 core Mouteowance for EnttStyfen Ar. n W, e Width oftug 4= Th Igoe is of lug K,e= Eltectly Stiffness of BRE horn WP to WE - ,het Reduced .ion Legg = al Mg to ores pattern s Lac= TotalLength of Lug minus Tansttion (AL) , = She of weld al lug to ore beyond .It pe tern H 1/16ths Py,, = Meld 15 ¢ al CB (A„ x Fy._mtn) ,w, -weld ien. reg...I real... of lug "==Specified Nero stress range. of core plate COREBRACE SCHEDULE ®' ��F' m�� i1�If m mia���e4,�NIII 3 ° ®®��� ®®®® ,. w. 4 III ^ ®®®, ws ®®®®®®®®11®8®®®®®®®®®® ®O®®®®®® ®�® wilinimso IIIMENIXIIIENMEEMBEIMEMEEMOSEI ®�®®®m®®es�mam�®� m�mmamamma� amaa M��mmMMEMERmm-m ®coal�mmv®®mm mom®amammmsma�S� mmmmmmmmmMmm�l� a�mmmmmmmeaimm Maa®commlmalmlmaal®mEml®m•mmmmm ce 3.2s �mmm®o11101 a�mmm�ma�o®®®®®®®®®�®moms• a�mm®mMm�m®m�0•®®®mm® ®gym®®mamm®mmal_mmmmmmmalsmm,�asmMI mmmmamma � i imm MONO MEM MIMI 0®____m�m'Mmm a�m a®___mm®mmaaa®coda•�0 ��0� m®=�®®®�®�OI���000 �®® ®f•mmmm®m®aCImmammmemmm_mmmmmm a��mm®15111.011181111111mammmmm�000iaa0 gm�aamm MIMIIIEMEIIIIIELEEM�mB�OmcoIl®®m®mm•m m®®I® m®®®mom®®®® �O®® I®�®aeaa aa�®®ama®�ama�m®®®®®®®®mm® �maammamm EM/C=® ®o�om�®m �1 ®®���®��®a11111111111111101111111111 �®a�maaaoa ®M I gyma�m®mmi�m® �®®®®®® EMIMaaasa®®aaa� aeaMMEMIN IMMIN mmo�aaea® ® �a®®®®®®®®�aemma ®®�a aaa III .�mmmo aaa�OO®®�®® ®Cmm®©gym®®®®®®ZI�®mil IIE31211=MOmI'FESamt7EmmImi®mI®®®®mA®coal®ImamCUMZI 0000aNm®®®®®®® 33©®aim®®®®®®®®®® ®® ®®IIOMo®®® ®®®® G1f mm =MEMEI ®®M ®II1®®Mmmmamammmemmlas®®®mmmamammmammm •mm®mmaZma O 00 mamma, m®mamammmmmmmm ®®®®a0aa0�'OOa EE0®O®®®®®®®®®®®®®g CIIBEICIMIIEEImEIIIImaaEaoIIEEIIIIm®®®®®®ma®®®®IMIBI mmmmmm maim®mmmemammmemmm ®® mmOmOmmmmmmmmmMa®®mmmamammm_omm ®®®®mm�emammmemmmmSIZIEO®m®memammmammm NUM e 6.93 1p018 oal Id awP rced.. nc .e am u w .,ns . Ian md,� nr a d,. n,mn web ma. holesL_ -re m(w1{gnyWPµ reme_ Inure O. e:t lOSeoau sma099Rs umem,e 14mum N M,Bla m 4. np e,na son ap,.sm ,00mo-+aoreaee nun Lo ang whore e,ghn as 01me L hnekhl ..e oueml 39mao s of Ittg rcwen0lug . m.o.. sire sproxde, byg . atm, t3 con, uml. ds=EreCion me mamele, CONNECTION SCHEDULE.2... WORKLINE GUSSET LAYOUT PROCEDURE: CIRCLED NOTES ARE KEYED ON DETAIL (1) ESTABLISH LINE LOCATION OF ERECTION BOLTS ALONG WORK LINE. S ESTABLISH BOLT OFFSETS FROM WORK LINE WITH g,. (s) ESTABLISH EDGE OF GUSSET ALONG WORK LINE 139. `Lao-WL/2rb.) (4) WL+2 x MIN RETURN, GUSSET EDGE WIDTH PERPENDICULAR TO WORK LINE. (5,) RETURN TO BEAM AND/OR COLUMN AND VERIFY MIN WELD LENGTH (INCLUDING DEDUCTIONS FOR CLIP AND WELD START/STOP) IS MAINTAINED. (e) WHERE GUSSET PLATE CONTINUES, EXTEND EDGE DISTANCE AT UPPER OR LOWER BRACE TO ALIGN GUSSET VERTICAL LEGS. GUSSET LAYOUT PROCEDURE - DETAIL; % (�" SCALE.NTS` 9 , GENERAL WELDING NOTES: C rcled notes are keyed on detail. 1 All welding shall be in accordance with AWS D1.1 (latest edition) and the AWS Di 8 Seismic Supplement using a minimum 70)0( electrode. Welding procedures shall be submitted for review and approval. 2 The Welder sham be qualified In accordance with AWS D1,1 for the process and position of welding. Where welding conditions specified in AWS D1.8 apply, the Welder shall also be qualified with supplemental testing requirements found therein. All welder qualification and certification records shall be made available for review by the OA Agency Ip for and CoreBrace upon request. 3 Ailwelding shallb eq d in a manner that will control dlstortion and efimMate undueloads or stresses -n connections. The Installer shell maintain a welding and sequencing plan for BRB installation evaila le for review. CoreBrace requires alternating from one side to the other side of thewelded j- C as part of sequencing the welding of the connection. Maintaining preheat and inter pass temperatures with WPS specified values shall be strictly adhered to. 4 Oversized welds shall be avoided. Welds over 251, of that specified in the drawings and contract documents shall be considered rejectable, CoreBrace hall be notified and steps shall be taken to document and correct the issue. 5) Indicated L, length for WLgp weld IS the total length of weId (3 sides of lug including radius of lug 2 lugs per gusset) TYP. SEE NOTE 5 WP BRB TO GUSSET WELDING PROCEDURE SCALE NTS1 0 c (STROKE DIM) AT END CLEARANCE {-�BETWEEN CASINO AND GUSSET. DEP. 'FOAM ---BREAKER IS 0 BE 15CLEAR ON ALA SIDESOF THE BRACEFOR T IE PORTION OF THE BRACE THAT EXTENDS DOWN INTO THE SLAB PLAN VIEW MAINTAIN 1" AT SIDE AND MAT ENO CLEARANCE BETWEEN CASING AND CONCRETE TYR PROVIDE DENS N EXPANDED POLYSTYRENE (BEAD BOARD HICK. SIDES ON END WHERE R we C NP CASING BURIED IN CONCRETE DETAIL SCALE NTST, BOB ENGINEERING DESIGN RESPONSIBILITY IS LIMITED TO THE FOLLOWING: i. COMPLETE BRB DESIGN RASED ON Asc PROVIDED BY STRUCTURAL DRAWINGS 2. DESIGN GUSSET AND CONNECTION OF BRB TO GUSSET. 3. DESIGN CONNECTION OF GUSSET TO FRAME COLUMNS & BEAMS/BASE PLATES.1 GENERAL NOTES: 1. SEE PROJECT DRAWINGS FOR ADDITIONAL INFORMATION 2. CORE PL A36 SPECIAL (Fy RANGE PROVIDED ON COREBRACE SCHEDULE) 3. CASING A500 GROOM A53 GR-B 4. LUG PLATE A572 GR 50 5. GUSSET PL AND REPAD PL A572 GR 50 U.N.D. 6. ALL STIFFENERS AND DOUBLER PL TO MATCH BEAM AND COLUMN GRADE. 7. USE ASTM F3125 Gr A490-SC/F2280-TC BOLTS. BOLT HOLES IN GUSSET ARE OVERSIZED. B- GLASS A (TOOL CLEAN) ALL FAYING SURFACES. CONNECTION NOTES: 0 CIRCLED NOTES ARE KEYED ON DETAIL. (1) SEE STRUCTURAL DRAWINGS FOR BEAM CONNECTION, TOP. 2 SEE CONNECTION SCHEDULE FOR CONNECTION DIMENSIONS. 3 SEE COREBRACE SCHEDULE FOR BRB GEOMETRY DIMENSIONS. ;a 1 STIFF PL EA SIDE AS READ BY STRUCTURAL DRAWINGS. Of MINIMUM THICKNESS) s) FIELD INSTALL STIFF PL AS NECESSARY FOR INSTALLATION OF BRACE. l WELD BOTH SIDES. WHERE GUSSET PL IS LONGER THAN REO'D WELD LENGTH. PROVIDE WELD ALONG ENTIRE LENGTH TO WITHIN ad' OF EDGE OF PL. 3 TOP AND BOTTOM FLANGE LATERAL BRACING AS REQUIRED BY STRUCTURAL DRAWINGS. 8 NOT USED. (s) PROVIDE CONT PL (tg +'e") MIN THICK WITH se'1,a WELD MIN T&B AND NOES. 0 WEB DOUBLER PLATE AS INDICATED ON CONNECTION SCHEDULE. (11) STIFF PL TO EACH SIDE OF GUSSET. WIDTH TO MATCH BEAM FLANGE WIDTH. (1,, +'n' MINIMUM THICKNESS) SEE NOTE 5. SEE STRUCTURAL DRAWINGS FOR WELD REQUIREMENTS. 1(�a WELD BOTH SIDES THROUGH BM DEPTH WITH We WELD. IF BRACE ON OPPOSITE SIDE IS SPECIFIED, USE THE LARGER We WELD. ",COREBRACETM SUPERIOR SEISMIC PERFORMANCE Wes)Johan Ula 84081 lBOt) 280 0]O1 9 TOP BETWEEN STIFFS 12''. W.P. ACNTR OF COL& 1/2 ACTUAL BM DEPTH FROM TOP COL • 5 SEE 6 CONNECTION -AT BRACE TOP (SHOWN AT STRONG AXIS COLUMN) ALE. NTS COL W.P. A CNTR OF COL& 1/2 ACTUAL BM DEPTH FROM TOP STIFFS 12 • 9 TYP L/---. CONNECTION AT BRACE BOTTOM (SHOWN AT STRONG AXIS COLUMN) SCALE NTS COL SEE,10 uBE bs D PER >-.^-. W.P. A TOP OF BASE PLATE EE'6 W'I. CONNECTION AT BASE PLATE (SHOWN AT STRONG AXIS COLUMN) (WP AT TOP OF BASE PLATE) SEE 6 BASE PLATE ALE: NTS2�1 4� BEA SEE,6 so. 41V 3 SIDES AT EA SIDE OF GUSSET CONNECTION AT BRACE TOP (SHOWN AT WEAK AXIS COLUMN) 9 TOP BETWEEN 121 STIFFS WP. ACNTR OF COL& 112 ACTUAL BM DEPTH FROM TOP STIFF PL y" MIN, TYP 7 SCALE NTS/1 6 IDES AT EA SIDE OF GUSSET. SEE 6 W 18 TYP. SEE 6 Ws.- J Mt", STIFF PL'z MIN, TOP W.PA. CNTR OF COL & 1f2 ACTUAL BM DEPTH FROM TOP BETWEEN Z. STIFFS 9 TYP CONNECTION AT BRACE BOTTOM (SHOWN AT WEAK AXIS COLUMN) SCALE NTS's SIDES AT EA SIDE OF GUSSET SEE:6 ... .. SEE 6 BASE PLATE STIFF PL'2" MIN, TYP • W.P. A TOP OF BASE PLATE CONNECTION AT BASE PLATE 2Rrt4 (SHOWN AT WEAK AXIS COLUMN) SCALE. NTS�� `aL (WP AT TOP OF BASE PLATE) SEE6. w. TYP 9 12I. STIFFS BETWEEN WP. ACNTR OF COL& 1/2 ACTUAL BM DEPTH FROM TOP COL CONNECTION AT TOP AND BOTTOM (SHOWN AT STRONG AXIS COLUMN) SCALE NT 1o' THK STIFF PL N&FS SEE 6 W.P. A 1/2 ACTUAL BM DEPTH FROM TOP N BEAM STIFF BOTH SIDES OF GUSSET SEE 5 CONNECTION AT CHEVRON CONFIG- SCALE. 9% SEE 6 '2" STIFF BOTH SIDES OF GUSSET SEE 5 12 THK STIFF PL N&FS 5 MIN TYP BEAM WPA 1/2 ACTUAL BM DEPTH FROM TOP CONNECTION AT "V" CONFIG. SCALE NTS SEP 1 3 2014 TUKWILA JUSTICE CENTER TUKWILA, WA. DESCRIPTION OR APPROVA 0 O m LL ADDITIONAL NOTES. W Q CE m CE 0 U Q' co Y d. co co O__c fin = 0 A n 0T - 7o co 0) N co N O n'Scc) SHEET TITLE: COREBRACE ' WELDED FLAT LUG BRACE AND GUSSET CONNECTION DETAILS DRAWN BY BP DATE: April `I7 CHECKED BY D REV B: 0 SCALE NONE PROJECT NUMBER: 4371 SHEET N MBER: R-02 '//�) C F"T (4) W.P LINE v N A M U) 0 w h 412 9'-0 co 2 INNER FACE OF WALL 4'-0 4'-0 STAIR WIDTH EL. +0'-0 LEVEL-1 UP 2 GAP STAIR WIDTH UP L3X3X14 (TYP) u co ui BPL 12GA X 5'-2 1 B13001 BEAM HSS6X6X14 L2-12X2-12X14 (TYP) HSS12X2X.250 L2-12X2-12X 1 L (TYP) DET. A TYP DN HR1 3006 HANDRAIL MO(?) P1316X1 12 0 D. LANDING TYP 12 TYP M13003 PL 12GA X 8'-5 12 DET. B (TYP) CL OF HANGER B13002 BEAM HSS12X2X.250 1 300 2'-312 M1300 ANGLE L3X3X14 2'-1 -M13001 ANGLE L3X3X14 8'-10 2'-112 M13001 ANGLE L3X3X14 2'-312 612 CLR. 9'-7 CL OF HANGER EMERGENCY ACCESS STAIR S1 ERECTION PLAN( LEVEL-1) (REF-1/A1.2A,21/A8.1 & 1/S1.3A) CO AN PLAN NORTH TRUE NORTH TYP 18 2"@12 412 4} ANGLE L3X3X14 ANGLE L3X3X14 0 w 0 < BEAM HSS12X2X.250 9'-0 EL. +13'-6 LEVEL-2 4'-0 STAIR WIDTH 2'-0116 2'-0116 STAIR WIDTH HR1 3001 HANDRAIL 13002 PIPE 12 2 1—r—' r e EN 11300 TYP E TYP EN r � EN MID. LANDING 12 2 r TYP TYP ANGLE L3X3X14 (TYP) 8'-10 CLR. 9'-7 CL OF HANGER EMERGENCY ACCESS STAIR S1 ERECTION PLAN( LEVEL-2) (REF-11/A8.1 & 1/S1.3A) PL 12GA X 8'-5 12 BPL 12GA X5'-2 1MK:-SEE PLAN HSS6X6X14 L3X3X14 MK:-SEE PLAN TYP 16 -HSS6X6X14 MK:-SEE PLAN 918 —HR13005 GUARDRAIL W.P LINE LANDING PAN PL 12GA X 8'-5 12 DET. B (TYP) `1, HR1 3003 GUARDRAIL N PLAN NORTH STRINGER HSS12X2X.250 HR13002 HANDRAIL CL. OF SPLICE TRUE NORTH 4) 0 CO 4'-63 EL. +0'-0 LEVEL-1 UP OUTER FACE OF STRINGER/CANERAIL H R 13008 CANERAIL ro 0 M CL 2'_71516 1 2.-71316 to EMERGENCY ACCESS CANE RAIL PLAN( LEVEL-1) PLAN NORTH (REF-1/A1.2A,21/A8.1 & 1/S1.3A) HR13004 HANDRAIL STRINGER HSS12X2X.250 H R 1 3003 GUARDRAIL TRUE NORTH C.IT v0 TUK\VIL AUG 1 II2019 PERr,iUT CENTER Reviewed and Approved for Substani l Compliance By SHC C rlsultants A/r/1/- lr Date ;')J,/19 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 23 2019 City of Tukwila BUILDING DIVISION E13001 KEY PLAN FOR FIELD USE NOTES: 1.ALL ELEVATION ARE GIVEN FROM FIN. FLOOR EL.100'-0=0'-0 2.T.O.S EL. INDICATES TOP OF STEEL ELEVATION. 3.E.O.S INDICATES EDGE OF SLAB. 4.REFER E13001 FOR PLAN, E13002&E13003 FOR SECTION, E13004 FOR DETAIL & SECTION. REF. DWG/SPEC: DEG REF. SPEC. / DWG : WELDS: E70XX A A A REV. For Field Use For Approval DESCRIPTION NAV ABS BY 07/04/2019 06/04/2019 DATE HSS1-12X1-12X18 Dlq-C050 L_UNDAH C O O N W O R K s L I C c 0 M p A N y CERTIFIED Q FABRICATOR 102 SOUTH 100 WEST FRANKLIN, IDAHO 83237 PHONE: (208) 646-2600 FAX: (208) 646-2700 JOB NAME: TUKWILA JUSTICE CENTER LOCATION: 15045 T. I. B. TUKWILA, WA 98188 CONTRACTOR: BN Builders DR. BY: NAV CHK. BY: PRU SECTION -1 SECTION - 2 DETAIL A DETAIL P -Deferred # 3 SCALE:- SEE PLAN DATE:- 06/04/19 JOB NO.- 19022 NO BACK CHARGES WILL BE ACCEPTED WITHOUT PRIOR AUTHORIZATION IN WRITTING FROM LUNDAHL IRONWORKS COMPANY DESCRIPTION: EMERGENCY ACCESS STAIR - S1 SHEET NO. REV E13001 STUD WALL -\ H R 1 3003 GUARDRAIL HSS1-12X1-12X18 EL(+)8'-1 12 TO. LANDING N N. N Nt N U DETAIL-1 (4) 20-1 4-11 34 834 HSS1-12X1_12x18 POST BASE PLATE PL12X3 X 0'-5 WI(2) 38 0 HILTI KWIK BOLT TZ EXP ANCHOR (W/2-34" EMBEDMENT) 4'-9 CL. OF HANGER M13004 METAL NOSING A (15 PLC'S) LANDING PAN 7 PL 12GA X 8'-5 12 MK:-SEE PLAN HSS12X2X.250 MK:-SEE PLAN L3X3 14 MK:-SEE PLAN W.P 3'-1 CL. OF POST 4'-8 LANDING 6'-3 HR1 3008 CANERAIL HSS1-12X1-12X18 CONC, SLAB EMBEDMENT 5 '- 5 34 3-278 (CL. OF POST) HR1 3002 - PIPE PI 1-14SCH40 tEXTENTION 3...211.16 (CL. OF POST) (F/S)E13004 DET. 3 (N/S)E . a 1;Yis?0 `S*97/1/G°2 3004 /(3 Se. 3L211.16 3L211.16 2 ' -214 (TYP 4 (CL. OF POST) 3'-4= 3' (CL. OF POST) (TYP) 9 EQ. TREADS @ 11" = 8'-3 DET. 1"/ (0.H)(TYP)E13004 NOSING 12 9.-218 LINE 3@3'-0316=9.-058 11111 Fiss1-12x1-12x18 cryRy_ 14 EQ. TREADS @ 11" = 12-10 SECTION - 1 (REF-13/A8.1) HSS1-12X1-12X18 POST BASE PLATE N PL12X3 X 0'-5 W/(2) 38 0 HILTI KWIK BOLT TZ EXP ANCHOR (W/2-34" EMBEDMENT) SECTION -5 HSS1-12X1-12X18 POST DET. (0,H)E13004 M1 3007 METAL NOSING (10 PLC'S) E L(t)13 ' -6 Level -2 DET. 5 E130 4 9 C•1 CD HR1 3004 HANDRAIL PI 1-14SCH40 STUD WALL l'2 LR. W P 1.-914 HSS1-12X1-12X18 1121 L L212 POST BASE PLATE PL12X3 X 0.6 W/(2) 38 0 HILTI KWIK BOLT TZ EXP ANCHOR (W/2-34" EMBEDMENT) SECTION -6 EL(+) 0'-0 LEVEL-1 STUD WAL M1 3004 METAL NOSING (15 PLC'S) DET. 1 E13004 HSS1-12X1-12X18 (POST) (TYP) BASE PLATE PL12X3 X 0.-6 W/(2) 38 0 HILTI KWIK BOLT TZ EXP ANCHOR (W/2-34" EMBEDMENT) SECTION -7 ( ) t-914 N 20-1 112 CLR. 1 ' -914 4@3'-4=13'-4 (CL. OF POST) (TYP) HR13006 HANDRAIL PI 1-14SCH40 P)E13004 \--CONC. SLAB NOSING LINE 12 HR1 3008 HSS HSS1-12X1-12X18 14 EQ. TREADS @ 11" = 12-10 SECTION - 2 (REF-13/A8.1) 9.-218 2'-0 (CL. OF POST) 6 2'-0 1134 CL. OF POST) I 83 DET.l3o06 E4 wpHSSD6XET6X. 714 E13004 , HSS12X2X.250 CL. OF CANERAIL HR1 3008 CANERAIL HSS1-12X1_12x18 3@3'-0318=9.-058 CL. OF POST p13071 0'-4 - EXP BOLT; 34 2'-778 DET. 1 (TYP)-- SECTION -4 5 ' 5 14 2 ' -7 8 CL. OF POST H SS1 -12X 1-12 X18 CL. OF POST 12 THK. BASE_PL. (TYP) 12 CONC. SLAB DET. 1 (TYP)-- SECTION -3 (O.H)(TYP) N EMBEDMENT 112 EL(+)0'-0 T.O. LANDING LANDING PAN PL 12GA X 8'-5 12 MK:-SEE PLAN EL(+)8'-1 12 VT.O.LANDING EL(+) 0'-0 LEVEL-1 EL(+)0'-0 T.O. LANDING EMBEDMENT REVIEWED FOR CODE COMPLIANCE APPROVED AUG 23 2019 City of Tukwila BUILDING DIVISION FOR FIELD USE NOTES: 1.ALL ELEVATION ARE GIVEN FROM FIN. FLOOR EL.100'-0=0'-0 2.T.O.S EL. INDICATES TOP OF STEEL ELEVATION. 3.E.O.S INDICATES EDGE OF SLAB. 4.REFER E13001 FOR PLAN, E13002&E13003 FOR SECTION, E13004 FOR DETAIL & SECTION. REF. DWG/SPEC: DEG REF. SPEC. / DWG : WELDS: E70XX A A A REV. For Field Use For Approval DESCRIPTION NAV ABS BY 07/04/2019 06/04/2019 DATE )0 CERTIFIED FABRICATOR 102 SOUTH 100 WEST FRANKLIN, IDAHO 83237 PHONE: (208) 646-2600 FAX: (208) 646-2700 JOB NAME: TUKWILA JUSTICE CENTER LOCATION: 15045 T. I. B. TUKWILA, WA 98188 CONTRACTOR: BN Builders DR. BY: NAV CHK. BY: PRU D\A- Wbc2) NO BACK CHARGES WILL BE ACCEPTED WITHOUT PRIOR AUTHORIZATION IN WRITTING FROM LUNDAHL IRONWORKS COMPANY DESCRIPTION: EMERGENCY ACCESS STAIR - ELV. SCALE:- SEE PLAN DATE:- 06/04/1 9 JOB NO.- 19022 SHEET NO. REV E13002 STUD - WALL PL 12GA X 8'-5 12 MK:-SEE PLAN DET. 10 E13004 HSS12X2X. 6"STUD WALL ( 4 ) 20-1 T-234 '-2 LANDING PAN \ TO ANGLE/- 187 FW14X22 834 (F 412 L3X3X14 MK:-SEE PLAN ("TYP)> 316/ HSS6X6X 14 MK:-SEE PLAN PL14X2 X 0'-6 PLATE 3 SIDES> II 5.-49i6 CL. OF HANGER STRINGER HSS12X2X.250 fryEL STRINGER HSS12X2X.250 ITYR) 4'-0 STAIR WIDTH 8'-5 9'-0 GA 8-10 4'-0 STAIR WIDTH CLR. SECTION- 4 NOSING LINE . DET 11 L3X3X14 E13004 MK:-SEE PLAN HR1 3001 GRAB RAIL PI 1-14SCH40 DET. DET. 2 (TYP)E13004 9 EQ. TREADS @ 11" = 8'-3 CONC. SLAB SECTION- 1 CL 612 - (2) LAYERS 58" GWB. STUD WALL 714 PL1X12 38 X 2'-2 38 PLATE 234 3716 SECTION - 5 1-814 -M13007 METAL NOSING (10 PLC'S) C 10X12 DET. 9 E13004 2'-814 EL(+)13'-6 EVEL -2 EL(+)8'-1L T.O.LANDING N 234 _14 THK. SHEAR PL. w/(4) 34 0 ASTM F1852 3 '1 c' co f, EL(+)0'-0 LEVEL-1 PL1X12 38 X 2*-2 38 PLATE HSS3X3X 250 HANGER MK:-SEE PLAN STRINGER HSS12X2X.250 POST TO BEAM 7°4 L3X3X14 (TYP) —D1/ BEAM/ 316 STRINGER TO L2-1 2 X2- 1 2 X1 4 LTYPI (1, +<<, 14 THK. SHEAR PL. 118 w/(4) 34 0 ASTM F1852 W 4X22 SECTION - 6 9'-0 4'-118 4-118 CL. OF POST HR1 3003 GUARDRAIL HSS1-12X1-12X18 CL. OF POST HSS1-12X1-12X18 (TYP) 7 - -VV14X22 STUD WALL — - - ._... - - _ - - ___ _ _ _ - - - - - i [ I— - - -- - - - - -- - - ... I - - — - i / ; • I— _ _ ___ _ 61,,,\ - il \ ,1 L3X3X 14 MK:-SEE PLAN 2-10 316 2'-112 3 SIDE TYP 4r ..<"TO BEAM POS \TYP L3X3X 14 MK:-SEE PLAN BACK OF ANGLE 2'-112 9'-7 HSS1-12X1-12X 8 POST DETAIL 1 CL. OF HANGER SECTION-2 BASE PLATE PL12X3 X O'-6 HSS1-12X1-12X18 W/(2) 38 0 HILTI KWIK POST BOLT TZ EXP ANCHOR (W/2-34" EMBEDMENT) BASE PLATE PL12X3 X 0'-6 W/(2) 38 0 HILTI KWIK BOLT TZ EXP ANCHOR (W/2-34" EMBEDMENT) SECTION - 7 /-HSS3X3X.250 HANGER MK:-SEE PLAN EL(+)8'-1 1_2 T.O. LANDING STRINGER HSS12X2X.250 14 THK. PLATE (TYP) HSS12X2X.250 MK:-SEE PLAN -L3X3x14 MK:-SEE PLAN DETAIL 2 SECTION - 8 BASE PLATE PL12X3 X 0'-5 W/(2) 38 0 HILTI KWIK BOLT TZ EXP ANCHOR (W/2-34" EMBEDMENT) EL(+)13'-6 LEVEL -2 BASE PLATE PL12X3 X 0'-5 W/(2) 38 0 HILTI KWIK BOLT TZ EXP ANCHOR (W/2-34" EMBEDMENT) 918 4'-01 FACE OF WALL 2'-0116 2.-0116 178 CLR. 234 CLR. STUD - WALL RC, HR1 3005 GUARDRAIL HSS1-12X1-12X18 HR1 3002 HANDRAIL PI1-14SCH40 DET, 1 DET. 1 (TYP)(0.H ) -- • DET. 2 VW10X12 SECTION-3 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 23 2019 City of Tukwila BUILDING DIVISION aiv CruKmLA AUG 14 2019 PERMIT CENTER FOR FIELD USE NOTES: 1.ALL ELEVATION ARE GIVEN FROM FIN. FLOOR EL.100'-0=0.-0 2.T.O.S EL. INDICATES TOP OF STEEL ELEVATION. 3.E.O.S INDICATES EDGE OF SLAB. 4.REFER E13001 FOR PLAN, E13002&E13003 FOR SECTION, E13004 FOR DETAIL & SECTION. REF. DWG/SPEC: DEG REF. SPEC. / DWG : WELDS: E70)0( A A A For Field Use For Approval NAV ABS 07/04/2019 06/04/2019 REV. DESCRIPTION BY DATE LUNDAH IRONWORKs 1—.1„Cco m RA <-)CERTIFIED FABRICATOR 102 SOUTH 100 WEST FRANKLIN, IDAHO 83237 PHONE: (208) 646-2600 FAX: (208) 646-2700 D\c't- VA) JOB NAME: TUKWILA JUSTICE CENTER LOCATION: 15045 T. I. B. TUKWILA, WA 98188 CONTRACTOR: BN Builders DR. BY: NAV CHK. BY: PRU SCALE:- SEE PLAN DATE:- 06/04/19 JOB NO.- 19022 NO BACK CHARGES WILL BE ACCEPTED WITHOUT PRIOR AUTHORIZATION IN WRITTING FROM LUNDAHL IRONWORKS COMPANY DESCRIPTION: EMERGENCY ACCESS STAIR - ELV. SHEET NO. REV E13003 NOSING LINE HSS1-12X1-12X18 (TYP) METAL NOSING MK:-SEE ELV. (TYP) (TYP)> W.P 14 THK. PLATE 14 THK. PLATE z uJ 2 0 calil CONC. SLAB uJ METAL NOSING MK:-SEE ELV. (TYP) NOSING LINE CONCRETE OVER 12GA PAN STRINGER HSS12X2X.250 ( • HSS1-12X1-12X18 HSS12X2X.250 TYP 4 312 DETAIL 1 (REF-12/S6.0) -CONCRETE OVER 12GA PAN LEVEL-1 SEE ELV. L4X3X14 (SLV) w/(2) 34 0 HILTI HIT-RE500SD ADHESIVE ANCHOR WITH LONG SLOTTED HOLE PARALLEL TO STRINGER -HSS1-12X1-12X18 POST TO 316/ \STRINGER 14 THK. PLATE 14 THK. PLATE T.O.LANDING SEE ELV. /STRINGER TO 141/ \BEAM .W10X12 DETAIL 5 (REF-21/A8.2) DETAIL 10 POST TO STRINGER 2"@ PAN TO ANGLE TYP ---LANDING_PAN MK:-SEE ELV. STRINGER TO HSS BEAM 11 NOSING LINE HSS1-12X1-12X18 (TYP) METAL NOSING - MK:-SEE ELV. (TYP) (W.P.)— -STRINGER HSS12X2X.250 —METAL NOSING MK:-SEE ELV. (TYP) CONCRETE OVER 12GA PAN L1X1X18 (TYP) DETAIL- 2 (REF-32/A8.2) Lh VAI =PM CONCRETE OVER r12GA PAN Arm STRINGER HSS12X2X.250 T.O.LANDING LANDING PAN SEE ELV. MK:-SECELV. I 111111 HSS1-12X1-12X18 (TYP) HSS1-12X1-12x18 W.P (TYP) METAL NOSTINHG- MK:-SEE ELV. PLATE 14 14 THK. K. PLATE T.O.LANDING SEE ELV. HSS6X6X STRINGER TON BEAM/ 14 I/ NOSING LINE METAL NOSING MK:-SEE ELV. (TYP) HSS12X2X.250 L3X3X 14 POST TO STRINGER STRINGER HSS12X2X.250 14 THK. PLATE SECTION -6 DETAIL 11 METAL PANS WITH CONCRETE FILL STRINGER HSS12X2X.250 STRINGER TO HSS BEAM DETAIL- 7 STRINGER HSS12X2X.250 DETAIL 3 (REF-32/A8.1) HSS12X2X.250 212 HSS1-12X1-12X18- (TYP) POST TO STRINGER --NOSING LINE T.O.LANDING SEE ELV. —CONCRETE OVER 12GA PAN HANDRAIL PI1-14SCH40 RB38-' METAL NOSING MK:-SEE ELV. (TYP) L1X1X18 6 14 THK, PLATE STRINGER TO BEAM HSS6X6X14 HSS1-12X1-12X18 -v<TYP) HSS12X2X.250 SECTION - 8 DETAIL 4 HSS1-12X1-12X18 (TYP) -STRINGER HSS12X2X.250 METAL NOSING MK:-SEE ELV. (TYP) NOSI W.P NGALINE 14 THK. PLATE DETAIL 9 (REF-21/A8.2) CITY OF Ti...r< • AUG. 1 2019 PE(17,1;1- C(ENTEcz 14 THK. PLATE T.O.LANDING SEE ELV. STRINGER TO BEAM W10X12 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 23 2019 City of Tukwila BUILDING DIVISION FOR FIELD USE NOTES: 1.ALL ELEVATION ARE GIVEN FROM FIN. FLOOR EL.100'-0=0'-0 2.T.O.S EL. INDICATES TOP OF STEEL ELEVATION. 3.E.O.S INDICATES EDGE OF SLAB. 4.REFER E13001 FOR PLAN, E13002&E13003 FOR SECTION, E13004 FOR DETAIL & SECTION. REF. DWG/SPEC: DEG REF. SPEC. / DWG : WELDS: E70)0( A A A REV. For Field Use For Approval DESCRIPTION NAV ABS BY 07/04/2019 06/04/2019 DATE LUN DAH ,RoNwoRKs Li C NAPA N Y CERTIFIED FABRICATOR 102 SOUTH 100 WEST FRANKLIN, IDAHO 83237 PHONE: (208) 646-2600 FAX: (208) 646-2700 JOB NAME: TUKWILA JUSTICE CENTER LOCATION: 15045 T. I. B. TUKWILA, WA 98188 CONTRACTOR: BN Builders DR. BY: NAV CHK. BY: PRU SCALE:- SEE PLAN DATE:- 06/04/19 NO BACK CHARGES WILL BE ACCEPTED WITHOUT PRIOR AUTHORIZATION IN WRITTING FROM LUNDAHL IRONWORKS COMPANY DESCRIPTION: EMERGENCY STAIR - SEC. & DETAILS JOB NO.- 19022 SHEET NO. REV E13004 18-0 N ) I-778 13-9 I-778 738 13-9 HR 14002 HANDRAIL PL1X1 34 HSS14X4X.313 (TYP) B14002 HSS6X6X.500 13-9 4'-3 _12" CONC OVE-11-112" 21 GAUGE TYPE W STEEL DECK, 4" TOTAL 4'-3 7'-2 B14002 HSS6X6X.500 0 coca B1 4001 x`• HSS6X6X.500 EL. +110-10 LANDING FM14020 BPL14X9 12 M14076 L3X3X14 I -7-4/ UP HSS14X4X.313 ST14001 STRINGER HSS14X4X 313 DN 7-1 9 UP co al, EL. +0'-0 '--PF LEVEL-1 6'-0 STAIR WIDTH <,P 1), •Zsc° 6'-0 STAIR WIDTH ST14002 STRINGER HSS14X4X.313 N W.P LINE STAFF ACCESS STAIR S2 ERECTION PLAN (LEVEL1) PLAN NORTH (REF-22/A8 1 & S1 18,2/S1 2B) (7, A TRUE NORTH 9 To) 738 X (N W12X14 (LOW) a) X (NI 9 9 HSS4X4X.250 (BELOW) HR 14002 HANDRAIL PL1X1 34 HSS4X4X.250 (BELOW) 19 EQ. TREADS @ 1'-0 = 19'-0 a? (9)— I 9 0 0 ST14001 STRINGER HSS14X4X.313 -9 WALL 0 LU HSS6X6X.500 7'-2 HSS6X6X.500 iHR14006 +110'-10 / PLATE LANDING / PL1X1 34 HSS6X6X.500 DET. 1 r co c) c`rcrx— DN u.1 0 0 V) CO I 711 6'-0 4 c7-; co -CC x 0 w 0_0.x L/ Z 135.2 (,) UP 2" CONC OVER 2" 21 GAUGE TYPE W STEEL DECK, 4" TOTAL sQf iST1 4004 STRINGER HSS14X4X.313 HR 14008 HANDRAIL PL1X1 34 4 0 sZsc9 )'p H Rx1143040 7 PLATE 9 DN W12X14 EL, +13'-6 LEVEL-2 DET. 5 (@ BOTTOM) DET. 2 (@ TOP) 6'-0 STAIR WIDTH 6-1112 E.O.D 5-11 W12X14 STUD WALL 6 17 STAIR WIDTH HR14005 HANDRAIL PL1X1 34 W18X35 STAFF ACCESS STAIR S2 ERECTION PLAN (LEVEL2) (REF-22/A8 1 & 2/S1 2B) X cn LU u, f AN A PLAN NORTH TRUE NORTH HR1 4004 HANDRAIL PL1X1 34 TYP CL. COL. BPL38X5 X 0-11 716 BENT_PLATE 34 THK. CAP PL. HSS4X4X.250 COL. CAP PL. TO BENT PL. 2 SIDES CLR. 8316 83_16 DETAIL 1 14 CLR. 314 DETAIL 2 2" CONC OVER 2" 21 GAUGE TYPE W STEEL DECK, 4" TOTAL HSS6X6X.500 4 THK. BENT PL. 'PRECAST CONC. TREAD (TYP) DETAIL 5 312_ 212 SECTION -3 STRINGER HSS14X4X.313 BEAM TO BENT PL. W12X14 4 2" CONC OVER 2" 21 GAUGE TYPE W STEEL DECK 4" TOTAL ,r- PRECAST CONC. TREAD / (TYP) W.P 14 THK. BENT PL. W12X14 38 THK. PL. _/ L3X3X14 SECTION -4 SECTION-6 (REF:-8/56.0) Reviewed and Approved for Subet2nti ff':,:empliance By Consultants Date .. AUG 1 1r 2019 CE.:-TER E14001 2'-514 7 \-HSS6X6X.500 STRINGER HSS14X4X.313 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 23 2019 City of Tukwila BUILDING DIVISION KEY PLAN FOR FIELD USE NOTES: 1.ALL ELEVATION ARE GIVEN FROM FIN. FLOOR EL. 100'-0 = 0'-0 2.TOS EL. INDICATES TOP OF STEEL ELEVATION. 3.EOS INDICATES EDGE OF SLAB. 4.REF. E14002 & E14003 FOR ELEVATION. 5.REF. E14004 FOR DETAIL & SECTION. REF. DWG/SPEC: A I, • , 46\ ,,For Field Use A For Approval - Deferred # - 1c1- 00 30 REV. DEG REF. SPEC. / DWG : DESCRIPTION WELDS: • E70XX NAV 07/24/19 ABS 06/04/2019 BY DATE t,UNDAH RoNwo La Cc" 102 SOUTH 100 WEST FRANKLIN, IDAHO 83237 JOB NAME: TUKWILA JUSTICE CENTER LOCATION: 15045 T. I. B. TUKWILA, WA 98188 CONTRACTOR: DESCRIPTION: BN Builders \no CERTIFIED /.t". FABRICATOR PHONE: (208) 646-2600 FAX: (208) 646-2700 DR. BY: CHK. BY: NAV PRU SCALE:- SEE PLAN DATE:- 06/04/19 JOB NO.- 19022 SHEET NO. REV NO BACK CHARGES WILL BE ACCEPTED WITHOUT PRIOR AUTHORIZATION IN WRITTING FROM LUNDAHL IRONWORKS COMPANY STAFF ACCESS STAIR S2 - LEVEL 1 E14001 17-3 7p2'-8 1116 2-8916 2-8916 CL. OF PLATE 19'-0 HSS7X7X.625 DET. 1 (TYP) 1'-0 co C? /M14016 TENSIONER (TYP) P 11 (10) CL. OF POST EL(+)13'-6 LEVEL-2 CD DET. (TYP) STUD WALL M1 4005 CABLE316 0 (TYP) RB38 — (TYP) DET. 1 E14004 HR1 4001 HANDRAIL PI 1-14SCH40 CO 12 CONC. SLAB PL34X1 34 (TYP) " 7DET. 2 E14004 (TYP) ST14001 STRINGER HSS14X4X.313 19 EQ. TREADS p i'-o= 19-0 7'-3 5@2-10316=14.-278 M14016 rM14005 PL34X1 34 TENSIONER I CABLE316 0 (TYP) (TYP) (TYP) W12X14-' HR1 4003 HANDRAIL PI 1 -14SCH40 M14016 TENSIONER (TYP) DET. 1 E14004 PL34X1 34 (TYP) H R 1 4005 HANDRAIL PL1X1 34 7@2'-8 ST1 4002 STRINGER • HSS14X4X.313 DET. 2 E14004 (TYP) 19 EQ. TREADS p t-o= SECTION-2 (REF-23/A8.1) CL. OF 2 SPLICE HR1 4006 HANDRAIL PI 1-14SCH40 TYP M14016 TENSIONER (TYP) (TYP) FT W.P 211 SECTION - 1 (REF-23/A8.1) 28 CL. OF SPLICE -0 l'-3 V-314 iHR14002 HANDRAIL PL1X1 34 CD M1 4005 CABLE316 0 (TYP) MILIVANYAINEWAIIIIIMIEWw HSS6X6X.500 HSS6X6X.500 DET. 3 E14004 4-11 4'-1 HSS4X4X.250 434 11 6 .111 .tiZIZMpp• 3 El MI LIMED p 111111111101/0 W P o 4101‘.1 %III allel 7 rei I I' J11111E11 40rarisEMEMI WA I VA I I LI IPA I LI WA I LII 101 ITAVAII I LI IV MN IV la A KVA I I A KW Winn NotariagrininLI "Pr • M14016 TENSIONER (TYP) 4" CONC OVER STEEL DECK 5'-0 HSS4X4X.250 19-0 CONC, FOOTING TYP 16314 14-8316 HSS6X6X.500 DET. 4 E14004 5'-0 HSS10X6X.625 3 4 EQ. TREADS @ 1'-0 = 4'- NOSING LINE M14016 TENSIONER (TYP) W.P HSS6X6X.500 DET. 5 E14004 @ (N/S) DET. 6 E14004 @ (F/S) CONC. SLAB 2" CONC OVER 2" 21 GAUGE TYPE W STEEL DECK, 4" TOTAL HSS6X6X.500 HSS4X4X.250 CONC. FOOTING HSS6X6X.500 19 EQ. RISERS @ 612 = 10.-312 (NI 0 EL(+)10'-10 TO. LANDING STUD WALL EL(+) 0'-0 LEVEL-1 EL(+)10.-10 T.O.LANDING EL(+)0'-0 LEVEL-1 PL1X1 34 TYP (N) FHR 14001 / HANDRAIL PI1-14SCH40 314 (TYP) CL OF SPLICE CL OF SPLICE 8316 8316, 78 (TYP) HR 1 4003 HANDRAIL PI 1-14SCH40 TYP HR14004 HANDRAIL PL1X1 34 HR1 4006 HANDRAIL PI 1-14SCH40 1<TYP HR14007 HANDRAIL PI1-14SCH40 6'-0 4 6 4 M14020 BENT PLATE BPL14X9 12 M14076 L3X3X14 TYP 6'-0 16V 4 STAIR WIDTH 5 13-2 STAIR WIDTH CL. OF SPLICE PL1X1 34 SECTION-4 HANDRAIL PI 1-14SCH40 0 w Ui SEALANT ALL AROUND GROUT OR ANCHORING CEMENT CONC. SLAB DETAIL 1 1)1G1- 00'50 SECTION-3 SECTION-5 (TYP) HSS8X6X.250 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 23 2019 City of Tukwila BUILDING DIVISION HANDRAIL PL1X1 34 6 PL34X1 34 M14020 BENT PLATE BPL14-3(9 12 316 HSS6X6X.500 SECTION-6 _ OF jK AUG 1 4 2019 PEFiT CENTER FOR FIELD USE NOTES: 1.ALL ELEVATION ARE GIVEN FROM FIN. FLOOR EL. 100-0 = 0'-0 2.TOS EL. INDICATES TOP OF STEEL ELEVATION. 3.EOS INDICATES EDGE OF SLAB. 4.REFER E14001 FOR PLAN & E14003 FOR ELEVATION. 5.REFER E14004 FOR SECTION & DETAIL. REF. DWG/SPEC: DEG REF. SPEC. / DWG : WELDS: E70XX A For Field Use AFor Approval REV. DESCRIPTION NAV 07/24/19 ABS 06/04/2019 BY DATE LUNDAH ,RoNwoRK, Lj CcompANY CERTIFIED 7c*c FABRICATOR 102 SOUTH 100 WEST FRANKLIN, IDAHO 83237 PHONE: (208) 646-2600 FAX: (208) 646-2700 JOB NAME: LOCATION: CONTRACTOR: BY: CHK. BY: TUKWILA JUSTICE CENTER DR. NAV PRU 15045 T. I. B. TUKWILA, WA 98188 BN Builders SCALE:- SEE PLAN DATE:- 06/04/19 JOB NO.- 19022 SHEET NO. REV W.P NO BACK CHARGES WILL BE ACCEPTED WITHOUT PRIOR AUTHORIZATION IN WRITTING FROM LUNDAHL IRONWORKS COMPANY DESCRIPTION: STAFF ACCESS STAIR S2 - ELEVATION E14002 ELL+110.-10 TO. LANDING EL(+) 0.-0 LEVEL-1 .1" 538 678 HSS4X4X.250 NS & FS EL + 0'-0 LEVEL-1 9 M14016 TENSIONER (TYP) L2-12X2-12X14 (TYP) 5'-0 HSS6X6X 250 CONC. FOOTING 10 U I DETAIL 1 (REF:- 9/S6.0) CABLE316 0 M14005 (TYP) HSS3X3X.250 -HSS6X6X.500 5@3-034=1 5' -358 CL. OF PLATE HR 14008 HANDRAIL PL1X1 34 5'-0 19-0 " THK. SLAB! CONC. SLAB SECTION -1 (REF-23/A8.1) HSS6X6X.500 12 THK. GUSSET PL. w/ 34 0 A307 ERECTION BOLT 14 12 THK. GUSSET PL. w/ 34 0 A307 ERECTION BOLT CONC. FOOTING NS & 14 PL34X1 34 (TYP) 2 CL. OF SPLICE M14016 - TENSIONER (TYP) HSS6X6X.500 - HSS6X6X.500 W.P 1316 612 -HSS3X3X.250 DETAIL 2 (REF:- 5/S6.0) TYP>3161/ M14076-- L3X3X14 4'-1 4 34 THK. CAP PL. HSS4X4X.250 43 2'-1 16 12 DET. 8 E14004 2-3 E.O.S !78 V-314 2-'1316 4 EQ. TREADS @ 1.-0 = 4'-0 HSS4X4X.250 CONC. FOOTING PL34X1 34 U) 0 1 CL. OF PL. PL12X3 X 0'-5 2 wi 38 0 HILT1 KW1K BOLTS EXPANSION ANCHORS (2"EMBEDMENT) 1 ' -2 34 4 16 STUD WALL SECTION -4 M14016 TENSIONER (TYP) EL(+)13'-6 LEVEL-2 W12X22 LC) ST14004 STRINGER HSS14X4X 313 EL(+)10'-10 TO. LANDING EL(+) 0'-0 LEVEL-1 9 I EL(+)13'-6 LEVEL-2 momompoolono M14016 TENSIONER (TYP) • • • • M14005 CABLE316 0 (TYP) 5@2i-1 0 316 HR1 4005 HANDRAIL PL1X1 34 Fr „ 434 238 M14016 CL OF SPLICE TENSIONER .....---- PL34X1 34 (TYP) r t 0 o ' 0' ( N ) 7'-2 I 5 7HSS14X4X.313 \_.W12X14 4" THK. SLAB I cTh HSS4X4X.250 DET. 1 CONC. FOOTING -HSS6X6X.500 VB14001 HSS3X3X.250 SECTION -3 (REF:- 4/S1.2B) HSS4X4X.250 W.P DET. 2 SECTION-2 (REF-23/A8.1) CONC. FOOTING NG\ Oh EL(+) 0'-0 LEVEL-1 DET. 7 / E14004 HSS4X4X.250 Ill J HANDRAIL PI 1-14SCH40 .P STRINGER HSS14X4X.313 C? CONC. SLAB EVIE WED FOR CONC. FOOTIN L.ODE COMPLIANCE APPROVED AUG 2. 2010 City of Tukwila BUILDING DIVISION F ILA WILN AUG 1 4 2019 CENTER FOR FIELD USE NOTES: 1.ALL ELEVATION ARE GIVEN FROM FIN. FLOOR EL. 100-0 = 0'-0 2.TOS EL. INDICATES TOP OF STEEL ELEVATION. 3.EOS INDICATES EDGE OF SLAB. 4.REFER E14001 FOR PLAN, E14002 FOR ELEVATION. 5.REFER E14004 FOR DETAIL & SECTION. REF. DWG/SPEC: DEG REF. SPEC. I DWG : WELDS: E70XX A A For Field Use A For Approval REV. DESCRIPTION NAV 07/24/19 ABS 06/04/2019 BY DATE LU N DAH 102 SOUTH 100 WEST FRANKLIN, IDAHO 83237 JOB NAME: TUKWILA JUSTICE CENTER LOCATION: 15045 T. I. B. TUKWILA, WA 98188 CONTRACTOR: BN Builders c(?) CERTIFIED /zc FABRICATOR PHONE: (208) 646-2600 FAX: (208) 646-2700 DR. BY: CHK. BY: NAV PRU SCALE:- SEE PLAN DATE:- 06/04/19 JOB NO.- 19022 NO BACK CHARGES WILL BE ACCEPTED WITHOUT PRIOR AUTHORIZATION IN WRITTING FROM LUNDAHL IRONWORKS COMPANY DESCRIPTION: STAFF ACCESS STAIR S2 - ELEVATION SHEET NO. REV E14003 C 13 (TYP) 191 PL34X1 34 (TYP) 4 14 THK. PLATE W.P CABLE316 0 (TYP) -CABLE3i6 0 (TYP) STRINGER HSS14X4X.313 L3X3X12 (TYP) L4X3X 14 (LSV) w/ 34 0 HILTI HIT-RE500SD ADHESIVE ANCHORS (5 EMBEDMENT) w/ LONG SLOTTED HOLES PARALLEL TO STRINGER LEVEL-1 4, SEE ELV. \-CONC, SLAB SECTION - 1 (REF-23/A8.1) V-814 3 434) 11-038 L3X3X12- STRINGER HSS14X4X.313 14 THK. BENT_PLATE 6 118 • PL34X1 34 (TYP) /-14 THK. / PLATE 14 THK. BENT_PLATE 1018 3 DETAIL 6 (REF:- 7/S6.0) HSS14X4X.313 1 3161/ L3X3X 14 T.O.LANDINGAL SEE ELV. CONC, OVER STEEL DECK HSS6X6X.500 -38 THK. PLATE (E/S) w/ 34 0 A325 ERECTION BOLT 4 HSS6X6X.500 CONC. OVER STEEL DECK c417(TYP) 3 S DES 38 THK. PLATE (E/S) SECTION -11 (REF-11/56.0) 14 THK. PLATE CONC. OVER -- STEEL DECK isiLi LEVEL-2 "iv SEE ELV. (TYP) L3X3X 12 (TYP) 4 W12X14 38 THK. BENT_PLATE CONC. OVER STEEL DECK T.O.LANDING SEE ELV. W12X14 HSS3X3X.250 12 THK. PLATE DETAIL-2 (REF-33/A8.2) 4 L3X3X12 (TYP) PRECAST TREADS (TYP) STRINGER HSS14X4X.313 3 STRINGER HSS14X4X.313 DETAIL 7 (REF:- 8/S6.0) CABLE316 0 (TYP) (TYP) STRINGER HSS14X4X.313 HSS6X6X.250 SECTION -12 (REF-1/S6.0) 1_314 31 PL34X1 34 (TYP) W.P PRECAST TREADS (TYP) STRINGER HSS14X4X.313 PRECAST TREADS (TYP) 6 L3X3X12 HSS14X4X.500 (TYP)> T.O.LANDING SEE ELV. 14 (TYP) 316 4 434 11 DETAIL 3 FCABLE316 0 (TYP) CONC. OVER STEEL DECK T.O.LANDING SEE ELV. HSS6X6X.500 38 THK. PLATE BENT_PLATE JD LATE 12 THK. CAP_PLATE HSS4X4X.250 (REF:- 10/S6.0) CABLE316 0 (TYP) HSS4X4X.250 - CABLE316 0 (TYP) 4 \-L3X3X 14 2 THK. CAP_PLATE DETAIL 8 (REF:- 10/S6.0) Z-1516 < CONC. OVER STEEL DECK TO. LANDING SEE ELV. PL34X1 34 (TYP) 0 14THK STRINGER HSS14X4X.313 L3X3X12 TREADS (TYP) (TYP) BENT_PLATE -L2-12X2-12X14 (TYP) L2-12X2-12X14 HSS14X4X.313 (TYP) CABLE316 0 (TYP) W.P PRECAST TREADS (TYP) (12 2 DETAIL-4 4 14THK. BENT_PLATE HSS10X6X. 625 258 STRINGER HSS14X4X.313 312 PL34X1 34 (TYP) DETAIL 9 (REF:- 8/S6.0) DNA- 0 14 THK. PLATE /- CONC. OVER / STEEL DECK LEVEL-24biL, SEE ELV. 14 <TYP) 8 THK. BENT_PLATE W12X14 IV) Z-834 7-11 1316 PL34X1 34 (TYP) CABLE316 0 (TYP) W.P- V-814 91116 Co STRINGER HSS14X4X.313 DETAIL 5 (REF:- 7/S6.0) PLATE PL1X1 34 PI 1-14SCH40 (STAINLESS STEEL) RB38 PRECAST TREADS L3X3X12 SECTION - 10 (REF-12/A8.2) 2 6 6 712 PL34X1 34 4 1 4 V TYP) HSS14X4X.313 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 23 2019 City of Tukwila BUILDING DIVISION PLATE 14 14 THK. BENT_PLATE [CONC. OVER STEEL DECK ' TO. LANDING SEE ELV. HSS6X6X.500 -38 THK. PLATE (E/S) w/ 34 0 A325 ERECTION BOLT AUG 1 4 2019 PERCvliT CENTER FOR FIELD USE NOTES: 1.ALL ELEVATION ARE GIVEN FROM FIN. FLOOR EL. 100-0 = 0'-0 2.TOS EL. INDICATES TOP OF STEEL ELEVATION. 3.EOS INDICATES EDGE OF SLAB. 4.REFER E14001 FOR PLAN. 5.REFER E14002 & E14003 FOR ELEVATION. REF. DWG/SPEC: DEG REF. SPEC. / DWG : WELDS: E70XX A A For Field Use A For Approval REV. DESCRIPTION NAV 07/24/19 ABS 06/04/2019 BY DATE JOB NAME: LUNDAH ,RoNwoRs LA,CcOMPANY )0 CERTIFIED cn FABRICATOR 102 SOUTH 100 WEST FRANKLIN, IDAHO 83237 PHONE: (208) 646-2600 FAX: (208) 646-2700 DR. BY: CHK. BY: TUKWILA JUSTICE CENTER NAV PRU C C C C C C C I- C L C C C LOCATION: 15045 T. I. B. TUKWILA, WA 98188 SCALE:- SEE PLAN DATE:- 06/04/19 CONTRACTOR: BN Builders JOB NO.- 19022 NO BACK CHARGES WILL BE ACCEPTED WITHOUT PRIOR AUTHORIZATION IN WRITTING FROM LUNDAHL IRONWORKS COMPANY DESCRIPTION: STAIR S2 - DETAILS & SECTIONS SHEET NO. REV E14004 ABBREVIATIONS SOUTH 150TH STREET SITE PLANS NORTH, vz— SEE L1.02, L4.02 L5.02 SITE ENLARGEMENT PLANS, SEE L1.11 SITE ENLARGEMENT PLAN, SEE L1.12 SITE PLANS SOUTH, SEE L1.01, L4.01 L5.01 20' 40' II1!1111 80' ARCH ARCHITECTURE BS BOTTOM OF STAIR BW CAL CIP CLR CONC COT CRZ DBH DIA DWG EA ELECT EX EXPO HP HT JTS BOTTOM OF WALL CALIPER CAST -IN -PLACE CLEAR CONCRETE CITY OF TUKWILA CRITICAL ROOT ZONE DIAMETER AT BREAST HEIGHT DIAMETER DRAWING EACH ELECTRICAL EXISTING EXPOSED HIGH POINT HEIGHT JOINTS GENERAL NOTES: MAX MECH MIN OC PA PAVE PED PL ROW SF SIM SP MAXIMUM MECHANICAL MINIMUM ON CENTER PLANTING AREA PAVEMENT PEDESTRIAN PROPERTY LINE RIGHT-OF-WAY SQUARE FEET SIMILAR SPECIES SS STAINLESS STEEL STRUCT STRUCTURE TMT THERMALLY MODIFIED TIMBER TOS TOP OF SLAB TS TW TYP VIF TOP OF STAIR TOP OF WALL TYPICAL VERIFY IN FIELD 1. SEE SITE SURVEY FOR EXISTING CONDITIONS. 2. SEE CIVIL FOR ALL SITE GRADING, VEHICULAR PAVEMENTS, CURBS, CURB RAMPS, DRIVEWAYS, AND SITE UTILITIES. 3. SEE ELECT FOR SITE LIGHTING. 4. SEE ARCH FOR BUILDING LAYOUT. SHEET LIST TABLE SHEET NUMBER SHEET TITLE L0.01 SITE OVERVIEW PLAN L1.01 SITE MATERIALS AND LAYOUT PLAN - SOUTH L1.02 SITE MATERIALS AND LAYOUT PLAN - NORTH L1.11 SITE ENLARGEMENT PLAN - FRONT ENTRY AND FRONT PLAZA L1.12 SITE ENLARGEMENT PLAN - BACKYARD L2.01 SITE SECTIONS L4.01 IRRIGATION PLAN - SOUTH L4.02 IRRIGATION PLAN - NORTH L5.01 PLANTING PLAN - SOUTH L5.02 PLANTING PLAN - NORTH L5.11 PLANT SCHEDULE L8.01 SITE DETAILS L8.02 SITE DETAILS L8.03 DETAIL SITE SECTIONS L8.11 IRRIGATION DETAILS L8.21 PLANTING DETAILS L8.22 SOIL CELL DETAILS SEPARATE PERMIT REQUIRED FOR: FAO' , -!Mechanics L� Electrical L�j'lumhing Ai Gas Piping City of Tukwila F3Ull-DING DIVISION lm. ion of provedBv Dlq--003 G 1 REVIEWED -FOR CODE COMPLIANCE I APPROVED 'Ztuc dv ' 2 fl ii:il + City of Tulcwlla BUILDING DIVISION P,EPMri' CENT R • Q 0 TCO M PAN YLLc TUKWILA JUSTICE CENTER PERMIT SUBMITTAL DRAWING PACKAGE #2 Issue Date - 01.21.19 Revisions 0.08-19-AC61 02.1819 ADD 2 031510-ADDS t2 05.2412. REv.i 73-17158-00 SITE OVERVIEW PLAN slaw b1ck- ()03C) L0.01 -3-1E21! TYP ! - 1 ) .-.1A4 TYP !--! C9 ; TYP --1A5) - E2 ; TYP !.. -1‘C3,TYP r-----7/C81!TYP / - r 4 ) TYP ; -!/ A4 TYP , 1 E2 TYP ; ! C9 ' TYP - -, A5) ;—!,1 2 ! , E2) TYP i 1 C4 ! , r 6 ) TYP ! r 5 ; TYP / ,, WINNIN=11111 WINNININWIN IIIWWWWINII / f / f IiIIINIo , , ' mONINWIN INNWWWWW INI=.11=11 NWWW== f / _ 1 .......... tii. _ M AT,,_C HLI N _i_E _!... S!E7.2.SHEET L 1 . 02 , I ! , I 1 i , - - - / - -- , I / / PA 1 isHiiiv 0 AP1 l' • i , .,.....-7,1 _ r - -A- _ I PA it .• - 1,,_ , ! ! i/ I ' , ,! ,11 , T- I ,, (- — ! 777 - -- --/- - ! 1 ! ,i 4!....,!....i __ ! 1 ! , ! : 1 ! SOUTFf 150TH STREET! !' 10 (6.1.!)! TYP A3 x !! SITE ENLARGEMENT PLAN, SEE L1.12 R! .. 1 TYP (A211,!--- \ C2.-- -_,.. TYP Cl PA 89 (C9) TYP AS TYP !!!_. --(C7) ) MEET AND MATCH MILITARY ROAD PLANS, TYP EM St AND SWA PARKING Ft. 8989 981 0 16) (2 - STACKED) E2 TYP -11/A4) PA 1—!AS C2 C5) if Si --- SITE ENLARGEMENT PLANS, SEE L1.11 0 1020' I III 1" !=!! 20'-0" N SITE MATERIALS NOTES: 1. SEE L0.01 FOR GENERAL NOTES. 2. SEE L1.11, L1.12 FOR ENLARGEMENTS OF MATERIALS AND LAYOUT PLANS. 3. SEE L1.02 FOR MATERIAL AND LAYOUT NOTES. MATERIALS LEGEND 0 0 0 0 CD 0 8 0 0 0 0 0 0 0 PROPERTY LINE PEDESTRIAN CONC PAVEMENT TYPE 1, SEE 01/L8.01 PEDESTRIAN CONC PAVEMENT TYPE 2, SEE 01/L8.01 EXPANSION JOINT AND CONTROL JOINT, SEE 03/L8.01 SCORE JOINT CIP CONC WALL, SEE 01/L8.02 CIP CONC PLINTH, SEE 03 & 04/L8.02 EXA SEAT, SEE SPECS DOUBLE PARK BENCH, SEE SPECS PARC CENTRE TABLE AND (4) CHAIRS, SEE SPECS BICYCLE RACK, SEE 07/L8.01 ART DISPLAY POLE, SEE 09/L8.01 METAL EDGING, SEE 05/L8.01 POROUS PAVEMENT, SEE 04/L8.01 BICYCLE LOCKER, SEE SPECS WALK OFF GRATE, SEE 05/L8.02 ASPHALT PAVEMENT, SEE CIVIL VEHICULAR CONC PAVEMENT, SEE CIVIL CURB, SEE CIVIL BIORETENTION CELL, SEE CIVIL SITE RETAINING WALL, SEE CIVIL UTILITY, SEE CIVIL DRAIN, SEE CIVIL COURTESY CURB, SEE CIVIL DRIVE ENTRY, SEE CIVIL BUILDING EDGE, SEE ARCH BUILDING COLUMN, SEE ARCH BUILDING OVERHEAD, SEE ARCH SECURITY FENCE, SEE ARCH SECURITY GATE, SEE ARCH FLAGPOLE, SEE ARCH TRASH ENCLOSURE, SEE ARCH TRANSFORMER, SEE ELECT SITE LIGHTING, SEE ELECT GENERATOR, SEE ELECT BOLLARD LIGHT, SEE ELECT L CE!!.!TEP REVIEWED FOR CODE COMPLIANCE APPROVED 2 110 City of !fukwiia BUILDING !DIVISION 0 0 2019, DLR Group Inc„ a Washington corporation, ALL RIGHTS RESERVED Z a a < 01 8 LL. TUKWILA JUSTICE CENTER PERMIT SUBMITTAL DRAWING PACKAGE #2 Issue Date - 01.21.19 Revisions 02 0819-A09,1 2 021819, 900,2 5 031519-A0,5 12 05 24 19 • HE, 73-17158-00 SITE MATERIALS AND LAYOUT PLAN - SOUTH Ortm"*"O L1.01 a F 9 Er) 0 F- 0 7'-0" 5'-0" TYP d I- 0 SOUTH 150TH STREET EASEMENT AREA PARKS & RECREATION STORAGE. LOCATION AND SIZE TBD ( —7 PA }I I I it I __J (E2 TYP PA Th PA TYP �,_T1 PA = C7( TYP 5'-0" TYP Ctti I \)--!C8) rx PA! Th N C6 (A5) (3) �5j-_ PA 5'-0" TYP X PA — (15( (2) PA TYP (E2) TYP (C� \ (C3) TYP TYP (E-2i TYP CONNECT SIDEWALK TO BLDG ENTRY, SEE CIVIL, VIF /\ 4)TYP —(5) TYP --CO)TYP i ny PA MATCHLINE: SEE SHEET L1.01 (C1)- (C7) TYP PA 5.0"TY PA S:p„ E2) -_7C3 TYP -/,C8)TYP N - EXISTING TREE TO REMAIN & PROTECT, SEE CIVIL - EXISTING TREE TO Q REMAIN & PROTECT, QC) SEE CIVIL 0 �Q. <(// MEET & MATCH EXISTING CONDITIONS, TYP SITE MATERIALS AND LAYOUT NOTES: 1. SEE L0.01 FOR GENERAL NOTES. 2. SEE L1.11, L1.12 FOR ENLARGEMENTS OF MATERIALS AND LAYOUT PLANS. 3. SEE SHEETS L8.01 AND L8.02 FOR SITE DETAILS. 4. EXPANSION JOINTS SHALL BE LOCATED BETWEEN ALL HARDSCAPE AND ADJACENT MATERIALS INCLUDING, BUT NOT LIMITED TO WALLS, CURBS, SITE FURNISHINGS, AND BUILDINGS. 5. ALL SURFACES LEVEL AND PLUMB, UNLESS OTHERWISE NOTED. 6. SEE CIVIL FOR LAYOUT OF CURBS, CURB RAMPS, AND VEHICULAR PAVEMENTS. 7. ALL ANGLES TO BE 90°, UNLESS OTHERWISE NOTED. 8. DIMENSIONS TO CURBS ARE MEASURED TO THE BACK OF CURB, UNLESS OTHERWISE NOTED. 9. SEE ARCH FOR BUILDING GRID. 10. LAYOUT OF SITE PAVEMENT, STAIRS, WALLS, FURNISHINGS, AND LIGHT FIXTURES SHALL BE STAKED IN THE FIELD FOR REVIEW AND ACCEPTANCE BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCIES BETWEEN LAYOUT ALIGNMENT OR DIMENSIONING AND FIELD CONDITIONS. 11. ALL SITE FURNISHINGS INCLUDING BENCHES, ART DISPLAY POLES, BICYCLE RACKS TO BE ADJUSTED AND APPROVED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO ATTACHMENT. MATERIALS LEGEND OPROPERTY LINE O2 PEDESTRIAN CONC PAVEMENT TYPE 1, SEE 01/L8.01 0 EXPANSION JOINT AND CONTROL JOINT, SEE 03/L8.01 OSCORE JOINT 14 POROUS PAVEMENT, SEE 04/L8.01 A15 REMOVABLE BOLLARD, SEE 06/L8.01 5 18 REMOVABLE POST FOR BASKETBALL HOOP, SEE 10/L8.01 C1 ASPHALT PAVEMENT, SEE CIVIL C2 VEHICULAR CONC PAVEMENT, SEE CIVIL C3 CURB, SEE CIVIL C4 BIORETENTION CELL, SEE CIVIL C6 UTILITY, SEE CIVIL C7 DRAIN, SEE CIVIL 0 COURTESY CURB, SEE CIVIL C9 DRIVE ENTRY, SEE CIVIL SECURITY GATE, SEE ARCH SITE LIGHTING, SEE ELECT C: REVIEWED FOR CODE COMPLIANCE ,APPROVEf, City of TI ukwiia I BUILDING DIVISION Architecture 0 TCOMPANY«< C G 0 CC ago LU Z W LU U_ cnIr—^ J a Q m H o Q � —J C0 4528 �j Icn m m Y G h m w os E DRAWING PACKAGE #2 Issue Date - 01.21.19 Revisions 02.58 19-n101),1 02 1819, K30,1 03.15.9,500-5 11 05 2419 REV 1 73-17158-00 SITE MATERIALS AND LAYOUT PLAN - NORTH N 0 10' 20' 40' V./ rrrrlirrrl I L1.02 C B ALIGN PAVEMENT JTS TO WINDOW MULLIONS, TYP 9'-0" E TYP 18'-5" 10.-4" AA IF co IV? _ "- 18'-7" TYP TYP TYP PA A TYP TCHLIN 'SEE /L1.11 T V. / 14 TYP -----OTYP 0 TYP - , 13 12 9 8 7 6 5 4 3 TYP 2 TYP 10 TYP 3.8 N TYP TYP 0 0 F (( ▪ PA A AA E TYP D C B 4'-7" 2' 26'-4" 1" 4'- 1" MATCHLINE: SEE 0 /L1.11 PA 9 — R10.-0" 02 FRONT PLAZA ENLARGEMENT PA • P- TYP 0 TYP -C) TYP TYP TYP 0 TYP - - -C) TYP _ TYP _ TYP -0 TYP / 20 19 18 17 16.5 15 14 TYP 16 N NOTES: 1. SEE L1.02 FOR SITE MATERIALS AND LAYOUT NOTES MATERIALS LEGEND 0 PROPERTY LINE 0 PEDESTRIAN CONC PAVEMENT TYPE 1, SEE 01/L8.01 0 PEDESTRIAN CONC PAVEMENT TYPE 2, SEE 01/L8.01 0 EXPANSION JOINT AND CONTROL JOINT, SEE 03/L8.01 0 SCORE JOINT 0 CIP CONC WALL, SEE 01/L8.02 0 CIP CONC PLINTH, SEE 03 & 04/L8.02 0 EXA SEAT, SEE SPECS 0 DOUBLE PARK BENCH, SEE SPECS • PARC CENTRE TABLE AND (4) CHAIRS, SEE SPECS • BICYCLE RACK, SEE 07/L8.01 0 ART DISPLAY POLE, SEE 09/L8.01 CDMETAL EDGING, SEE 05/L8.01 60 POROUS PAVEMENT, SEE 04/L8.01 0 BICYCLE LOCKER, SEE SPECS O WALK OFF GRATE, SEE 05/L8.02 C) 0 0 0 0 0 ® 0 0 0 0 0 ® 0 0 0 ASPHALT PAVEMENT, SEE CIVIL VEHICULAR CONC PAVEMENT, SEE CIVIL CURB, SEE CIVIL BIORETENTION CELL, SEE CIVIL SITE RETAINING WALL, SEE CIVIL UTILITY, SEE CIVIL DRAIN, SEE CIVIL COURTESY CURB, SEE CIVIL CURB RAMP, SEE CIVIL BUILDING EDGE, SEE ARCH BUILDING COLUMN, SEE ARCH BUILDING OVERHEAD, SEE ARCH SECURITY FENCE, SEE ARCH SECURITY GATE, SEE ARCH FLAGPOLE, SEE ARCH TRASH ENCLOSURE, SEE ARCH 0 TRANSFORMER, SEE ELECT • SITE LIGHTING, SEE ELECT 0 FOR GENERATOR, SEE ELECT REVIEIAiED CODE COMPLIANCE ;`.-1 PPROVEF; [-th 2 ?[;j: City of ik..ikwilE; I BUILDING DIVISIoN @ 2019, CAR Group inc., a Washington corporation, ALL RIGHTS RESERVED SWIFTCOM PANYLLc z uJ S I- uJ uJ DRAWING PACKAGE #2 Issue Date - 01 21 19 Revisions 02 02.1O • A.022-1 2 021612-A0a, 031512.-AM, 12 05.24 tO REV-.1 73-17158-00 SITE ENLARGEMENT PLAN - FRONT ENTRY AND FRONT PLAZA 01 FRONT ENTRY ENLARGEMENT 0 5' 11 SCALE 1" = 10' 1" = 10,0" 10' 20' Et) 0 5' liiitii; SCALE 1" = 10' 10' 20' C12) _WA -Mu L1.11 PA TYP TYP BB T TYP S PA P 5'-9 1 /2"�` 3'-4" L K CC TYP 16 — TYP TYPO TYPO, ---/1 TYP 0- TYP 0 19 18 17 16.5 16 15 14 13 ALIGN PAVEMENT JTS TO WINDOW MULLIONS, TYP ALIGN PAVEMENT JOINT TO INTERIOR JOINT 12 8 7 6 10 MATERIALS LEGEND 0 W V 0 0 W N O V OD) 01 A W N O 0 5' 10' 1 1 1 1 u 1 1 i PROPERTY LINE PEDESTRIAN CONC PAVEMENT TYPE 1, SEE 01/L8.01 PEDESTRIAN CONC PAVEMENT TYPE 2, SEE 01/L8.01 EXPANSION JOINT AND CONTROL JOINT, SEE 03/L8.01 SCORE JOINT CIP CONC WALL, SEE 01/L8.02 CIP CONC PLINTH, SEE 03 & 04/L8.02 EXA SEAT, SEE SPECS DOUBLE PARK BENCH, SEE SPECS PARC CENTRE TABLE AND (4) CHAIRS, SEE SPECS BICYCLE RACK, SEE 07/L8.01 ART DISPLAY POLE, SEE 09/L8.01 METAL EDGING, SEE 05/L8.01 POROUS PAVEMENT, SEE 04/L8.01 BICYCLE LOCKER, SEE SPECS WALK OFF GRATE, SEE 05/L8.02 ASPHALT PAVEMENT, SEE CIVIL VEHICULAR CONC PAVEMENT, SEE CIVIL CURB, SEE CIVIL BIORETENTION CELL, SEE CIVIL SITE RETAINING WALL, SEE CIVIL UTILITY, SEE CIVIL DRAIN, SEE CIVIL COURTESY CURB, SEE CIVIL CURB RAMP, SEE CIVIL BUILDING EDGE, SEE ARCH BUILDING COLUMN, SEE ARCH BUILDING OVERHEAD, SEE ARCH SECURITY FENCE, SEE ARCH SECURITY GATE, SEE ARCH FLAGPOLE, SEE ARCH TRASH ENCLOSURE, SEE ARCH TRANSFORMER, SEE ELECT SITE LIGHTING, SEE ELECT GENERATOR, SEE ELECT N 20' (11) I_..._REV9E°hlE� F' 6 CODE C: MPLIANCF PR )VF City \x' SW I FTCOM PANYLLc E DRAWING PACKAGE #2 Issue Date - 01.21.19 Revisions 22081940991 021912,204 09.1519-ADD-5 12 05.2912 REV. 73-17158-00 SITE ENLARGEMENT PLAN - BACKYARD ASOIL CELLS, SEE L8.22, TYP r N 1 CED DEO 38 COR KEL 11 COR KEL 11 COR KEL 11 COR KEL 31 COR KEL 1 TIL DEG 11 COR KEL 11 COR KEL 11 COR KEL 31 COR KEL 9'- 49 LON PI --. • =40 27 COR1181 Rot KE:L• 2 CLA KEN CIA KEN 8 LON PIL 18 LON PIL 4 LON PIL 16 LO PIL 12 TIL DEG - 11 COR KEL 11 COR KEL 1 CED DEO 4 PAR PER ATRANSFORMER, SEE ELECT \ ,ter` 10 LON PIL HH 37 COR KEL // ��� -- �/ N � �����l l \'\\ 1 CED DEO 4 2 CEO DE• 1lI 110AA� 64 COR KEL 36 TAX DEN 1 I l l! "` AbRiaaRROW 12 LON PIL 25 LOWPIL 5 COR WE 105 JUN CAR 60 IRI VER 156 JUN CAR DRAIN, TYP, SEE CIVIL 3 TIL DEG 1 TIL SH3 TIL DEG 5'-0" TYP DRAIN, TYP, SEE CIVIL 2 COR EDD 36 GAU SHA 5 CHA GRA 77 MATCHLINE: SEE SHEET L5.02 SOUTH 150TH STREET 30'-0" TYP CrLA KEN 1 TIL G 7 TAX DEN / GENERATOR, SEE ELECT 1 COR WES 51 LIR MUS 6 COR KEL 29 GAU SHA 96 COR KEL 8 COR WES 1 GIN BIL 1 TIL SH3 26 POL MUN 23 GAU SHA 16 IRI VER 60 JUN CAR 28 COR ACT 181 GAU SH 1 COR WE 12Q,:0„ TY 81 POL MUN 63 GAU SH 1 TIL SH3 3 BET DUR 65 POL MU 51 TAX DEN 25 GAU SH 13 ROS OFF 27 GAU SH 29 POL MU 13 ROS OFF 6 LIR TUL 13 ROS OFF SOIL CELLS, SEE L8.22, TYP 21 ROS OFF 27 POL MUN 24 GAU SHA 2 COR WE 3 COR WE 28 POL MU 27 ROS OFF 35 LON PIL 19 LON PIL UTILITY, TYP, SEE CIVIL -}""""RO-OT giklZ171N ROW PLANTING AREA, 25'-0" TYP, SEE SPECS 17 LON PIL 10 L1N1IL� /r —re OsOFF 191LO 1-PIL `� / 10 ACE ARM 3 LIR TUL 13 LON PIL 10 LON PIL 9 ROS OFF 13 ROS OFF 15 LON PIL 15 LON PIL 13 ROS OFF 13 ROS OFF 11 LON PIL ROOT BARRIER IN ROW PLANTING AREA, TYP, SEE SPECS 11 LON PIL �Q- 12 LON PIL 4./ J� O 0 .S �J-k" PLANTING NOTES: 1. PLANT MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA STANDARD SPECIFICATIONS. 2. ALL PLANTED AREAS TO RECEIVE SOIL PREPARATION INCLUDING IMPORTED TOPSOIL AND ORGANIC AMENDMENT TO A DEPTH OF 36" FOR TREE AND SHRUB PLANTING AND 18" FOR GROUNDCOVER PLANTING. MULCH IN ALL PLANT BEDS TO BE A MINIMUM DEPTH OF 2". SEE TMC 18.52.070 SOIL PREPARATION, PLANTING, AND IRRIGATION. 3. PLANTS SHALL BE NURSERY GROWN, WELL -ROOTED, OF NORMAL GROWTH AND HABIT, AND FREE FROM DISEASE OR INFESTATION. TREES SHALL HAVE UNIFORM BRANCHING, SINGLE STRAIGHT TRUNKS, (UNLESS SPECIFIED AS MULTI -STEMMED), AND THE CENTRAL LEADER INTACT AND UNDAMAGED. CONTAINER STOCK SHALL BE FULLY ROOTED BUT NOT ROOT -BOUND. PLANT MATERIAL WITH DAMAGED ROOT ZONES OR BROKEN ROOT BALLS WILL NOT BE ACCEPTED. CONIFEROUS TREES SHALL BE NURSERY GROWN, FULL AND BUSHY, WITH UNIFORM BRANCHING AND A NATURAL NON -SHEARED FORM. ORIGINAL CENTRAL LEADER MUST BE HEALTHY AND UNDAMAGED. MAXIMUM GAP BETWEEN BRANCHING SHALL NOT EXCEED 9 INCHES, AND LENGTH OF TOP LEADER SHALL NOT EXCEED 12 INCHES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING LOCATION OF ALL UTILITIES. 5. CONTRACTOR SHALL REMOVE ALL INVASIVE VEGETATION IN AREAS OF NEW CONS UCTION. 6. CONTRACTOR SHALL INSTALL A 4'-0" 0 MULCH RING FOR ALL TREES PLANTED IN GRASS AREAS. MULCH RING SHALL BE CENTERED ON TREE TRUNK OR AS SHOWN ON PLANS. IN AREAS WHERE LAWN STRIP IS TOO NARROW TO ACCOMMODATE A 4'-0" 0 RING, MULCH SHALL BE INSTALLED IN A 4'-0" LONG RECTANGLE SPANNING THE WIDTH OF THE PLANTING STRIP, CENTERED ON TREE TRUNK, AS SHOWN ON PLANS. 7. ALL NEW PLANTING AREAS SHALL BE WATERED WITH A FULLY AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. SEE L4.01 AND L4.02. 8. ROOT BALLS OF POTTED OR BALLED AND BURLAPPED PLANTS MUST BE LOOSENED AND PRUNED AS NECESSARY TO ENSURE THERE ARE NO ENCIRCLING ROOTS PRIOR TO PLANTING. 9. SOIL MUST BE AMENDED, TILLED, AND PREPARED TO A ADEPTH OF AT LEAST 12 INCHES. REVIEWED FOR CODE COMPLIANCE I APPROVED °• ( s 2 3 2fsrt. City of Tukwila BUILDING DIVISION SWIFTCOM PANY" J mrn I— - O- DRAWING PACKAGE #2 Issue Date - 01.21.19 Revisions 02 0e19•AL 1 0218.19 A"0.1 0115... ADM 05,19 RPM 73-17158-00 PLANTING PLAN - SOUTH 0 10' 20' i111 1� N 40• Eli) L5.01 1 TIL DEG 80 GAU SH 11'-0" 12 1 PAR PER 1 TIL DEG 47 POL MU 77 LON PIL 2 CLA KEN SOIL CELLS, SEE L8.22, TYP 30 LON PIL SOUTH 150TH STREET 1 CED DEO 4 TIL DEG clOcalnark 30'-0" TYP 1 CED DE 42 GAU SH op tr— X X 18'-0" TYP DRAIN, TYP, SEE CIVIL UTILITY, T SEE CIVIL 1 TIL DEG 0 MATCHLINE: SEE SHEET L5.01 rr 26-0" 3 BET DUR 1 CED DEO 1 TIL DEG 1 TIL DEG a >- 18'-4" TYP 6 PAR PER 87 GAU SHA 1 TI 13 POL MUN 17 LON PIL 25 LON PIL 2 CLA KEN cm N 59 GAU SHA 1 TIL SH3 A 90 PO6 MUN 118 LON PIL 1 TIL SH3 2 PAR PER 12 POL MUN 27 LON PIL OOT BARRIER IN W PLANTING AREA, P, SEE SPECS 17 GAU SHA j / 6 POL MUN / 9 LON PIL — 2 ACE ARM 28 LON PIL EXISTING TREE TO REMAIN & PROTECT, SEE CIVIL 32 LON PIL 1 ACE ARM ROOT BARRIER IN ROW PLANTING AREA, TYP, SEE SPECS - EXISTING TREE TO REMAIN & PROTECT, SEE CIVIL 10' 20' 40' 1" = 20• 0" PLANTING NOTES: 1. SEE L5.01 FOR PLANTING NOTES REVIE CC/)E .\r,PRC TUKWILA JUSTICE CENTER SWIFTCOMPANYL« PERMIT SUBMITTAL DRAWING PACKAGE #2 Issue Date - 01.21.19 Revisions 1 020ea9. ADD-1 2 0218.19 A9P4 03.22 22. RDD-5 « 05REV-1 73-17158-00 PLANTING PLAN - NORTH L5.02 2 PLANT SCHEDULE TREES \s,A1111(1/�� SHRUBS CODE QTY ACE ARM 13 G BET DUR 6 A CED DEO 8 BOTANICAL NAME Acer rubrum 'Armstrong' Betula nigra'Duraheat' Cedrus deodara CHA GRA 13 Chamaecyparis obtusa 'Gracilis' A CLA KEN 15 COR EDD 2 COR WES 20 GIN BIL 1 A 2 LIR TUL 9 A 2 PAR PER 23 TIL DEG 17 A Cladrastis kentukea COMMON NAME CONT CAL Armstrong Red Maple B & B 3" Cal Duraheat River Birch B & B 3" Cal Deodar Cedar Slender Hinoki Cypress American Yellowwood MIN. 12' HT MIN. 12' HT B&B 3"Cal Cornus nuttallii 'Eddie's White Wonder' Eddie's White Wonder Dogwood B & B, 2" Cal. Corylus cornuta Western Hazelnut B & B Ginkgo biloba 'Princeton Sentry' Princeton Sentry Ginkgo B & B 2" Cal, Multistem 3" Cal Liriodendron tulipifera 'Fastigiatum' Tulip Tree B & B 3" Cal Parrotia persica Persian Parrotia B & B 3" Cal Tilia cordata 'De Groot' De Groot Littleleaf Linden B & B 3" Cal TIL SH3 5 Tilia tomentosa 'Shashazam' Linden B & B 6"Cal CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE COR ACT 125 Cornus stolonifera 'Arctic Fire' Arctic Fire Dogwood #3 CONT COR KEL 449� 2n Cornus stolonifera 'Kelseyi' Kelsey Dogwood #2 CONT GAU SHA 69 5 Gaultheria shallon Sala! #3 CONT IRI VER 108 Iris tenax Oregon Iris 4" POT JUN CAR 432 Juncus tenuis Slender Rush #1 CONT LIR MUS 51 Liriope muscari Lily Turf #2 CONT LON PIL 78 5 Lonicera pileata Privet Honeysuckle #3 CONT POL MUN 425 / ` Polystichum munitum Western Sword Fern #3 CONT GROUND COVERS QTY BOTANICAL NAME COMMON NAME SPACING 6,734 Bioswale Plant Mix 12" o.c. 14,10Fragaria chiloensis Beach Strawberry 12" o.c. 7,865 sf Lawn 11,205 Vinca minor Common Periwinkle 12" o.c. PLANT MATERIAL NOTES: 1. PLANT MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA STANDARD SPECIFICATIONS. 2. PER TMC 18.52.060, SHRUBS SHALL BE AT LEAST 18 INCHES IN HEIGHT AND FULL AND BUSHY AT TIME OF PLANTING. PLANTS SHALL MEET THE AMERICAN STANDARD FOR NURSERY PLANT STOCK AND SHALL BE HEALTHY, VIGOROUS, AND WELL -FORMED WITH WELL -DEVELOPED FIBROUS ROOT SYSTEMS, FREE FROM DEAD BRANCHES OR ROOTS. PLANTS SHALL BE FREE FROM DAMAGE CAUSED BY TEMPERATURE EXTREMES, PREPLANTING OR ON -SITE STORAGE LACK OF OR EXCESS MOISTURE, INSECTS, DISEASE, AND MECHANICAL INJURY. PLANTS IN LEAF SHALL BE WELL FOLIATED AND OF GOOD COLOR. PLANTS SHALL BE HABITUATED TO OUTDOOR ENVIRONMENTAL CONDITIONS. REVIEVV[i:) FOP CODE COMPLIANCE 13 CI City ,�wf IL'DlNC 0 SW I FTCO M PANYLLC PERMIT SUBMITTAL rnational Blvd DRAWING PACKAGE #2 Issue Date - 01.21.19 Revisions Q20612022 2 021&19 ADP2. 03.15.10 •,05.5 052015-R5VA 73-17158-00 PLANT SCHEDULE ROS OFF 145 Rosmarinus officinalis Rosemary #3 CONT TAX DEN 94 Taxus x media 'Densiformis' Dense Yew #3 CONT L5.11 TRAVEL DISTANCE 2018_Ce ntra l_ssch mitz. rvt B BB C CC D DD DESCRIPTION EGRESS DISTANCE COMMON PATH OF EGRESS 39' - 1 1/4" REMAINING TRAVEL DISTANCE ',. 35' - 5 3/4" 74'-7" COMMON PATH OF EGRESS REMAINING TRAVEL DISTANCE COMMON PATH OF EGRESS REMAINING TRAVEL DISTANCE 56' -41/2" 64 01/2" 120' 5 58' 11 3/4" 45 - 0" 103'- 11 3/4" COMMON PATH OF EGRESS 55 -9" REMAINING TRAVEL DISTANCE 45 0" -- -_ 100' 9" COMMON PATH OF EGRESS REMAINING TRAVEL DISTANCE 67' - 51/2 --- - 111- 6 1/2" F COMMON PATH OF EGRESS 62 - 5" I _.. FF REMAINING TRAVEL DISTANCE 55 - 5" _-- _-- - 117' - 10" G GG COMMON PATH OF EGRESS 77 - 0 3/4" REMAINING TRAVEL DISTANCE... 80 - 8" '! -- --- 157' - 8 3/4" H COMMON PATH OF EGRESS 161' -4 1/4" HH REMAINING TRAVEL DISTANCE 94'- 10 1/4" 156'- 2 1/2" COMMON PATH OF EGRESS REMAINING TRAVEL DISTANCE 40' 8" 188'- 7 1/4" 229' - 3 1/4" K COMMON PATH OF EGRESS 59' - 5" KK REMAINING TRAVEL DISTANCE 147' 10 1/4" .-.. ._ ._. . 207'-31/4" EXIT 7: DOOR # A148, A153 PROVIDED WIDTH 42" EA. CHEMICAL I 1 71 SF EXIT 6: DOOR # A132, A133 PROVIDED WIDTH 72" EA. 1 480 LARGE EVIDENCE 118 SF F 8 240 ..WAT&CDU GEAR • j 223 SF 349 SF ARMORY 17 215 SF IESTIBULL 62 �480 IFLE / GUI CLEANING TJ 124 SF EQUIPMEN �J 142 SF HARGING r_2 131 SF /019TX' BAGS DENCE LAB I 0 19 2 SF VIDENCE 9 2473 SF EXIT 10: DOOR # C136, C139 PROVIDED WIDTH 36" EA. ' 240 EXIT 9: DOOR # C120 PROVIDED WIDTH 36" EA 1 240_ 1 240 ELECTRICAL 211 SF �1 -FP EMERGENCY ELECTRICAL I 1 nay OVERALL FIRST FLOOR 32341 SF EXIT 8: DOOR # B119.1, B119.2 PROVIDED WIDTH 72" EA. TFFIC Fl : S 1 J WC 61 SF VESTIBULE- 14 (240 54 MECH 1 84 SF STAFF WC CIRCULATION - - FEC-1 BRIEFING 647 SF FF EVIDENCE LOCKERS _5711 452 SF IZ9 STAFF IAY3 CHAMBERS L_2J 150SF PRO TEM L2_I 123 SF 125 SF COURTS OPEN OFFICE DOI] 963 SF BREAK AREA [ 49J 722 SF VESTIBULE INMATE ADA NON -CONTACT VISITING [-1 1 41 SF INMATE NON -CONTACT EXIT 11: VISITING DOOR # C103 La__1 PROVIDED WIDTH 36" 40 SF HOLDING FEC GROUP_STGROU\J 447 SF r HOLDING I HOLDING I g 1 r- 1---6---1 -ST 115 SF l 99 SF 221 480 UP 175 SF JURY W PROBATION MANAGER L zJ 127 SF COURTS [_ 26.J 1009 SF STAFF W ROOM 8 9 8 9 F2 124 SF ASSEMBLY j68 fiMED SEATS (d AOA SPACES •-"'-"' IDF 8 9 8 9 LU_J 104 SF JBLIC CIRCULATIO PROBATION LOBBY 14 ; 2 I 358 SF 164 SF TERVIE\/TERVIE 89 SF II 87 SF EOC W.S. 141 327 SF EDC MANAGE LOUNGE L6-J ',. 87SF 1 2 149 SF ELLNESS 1 84 SF CA SHOWE UIET ROOM 92 SF B GT MEETIN2 PATROL ROOM COMMAND E2 134 SF COPY 59 SF 1 1 1 61 SF 2 119 SF U PROBATION STORAGE F1i I 136 SF COURTS STORAGE I C130 SF SMALL CONFERENCE 152 SF FE 4CULATION COMMS/CONF �2J 177 SF CONE A _34J 502 SF PUBLIC ADA NON -CONTACT VISITING I_1 1 50 SF PUBLIC NON -CONTACT VISITING COURTS LOBBY CONF B I 43 644 SF CCC/DDD 1 EOC STORAGE 150 SF Q1A,0 Q TAa D STORAGE 0 126 SF EOC L 72 1071 SF 49 SF SOUND VESTIBULE IDF [1I 86 SF SENIOR MANAGER 2 121 SF CIRCULATION OPEN OFFICE I 12 I 1130 SF JV HOLDING I _I 74 SF BOOKING AREA 204 BOOKIN 53SF 1 1 I RECORDS STORAGE 1218SF FEC- RECORDS OPEN OFFICE 7I 683 SF WOMEN'S TOILE MEN'S TO ET OBBY,:'.. 92 480 v MEETING ROOM [ 1-1 188 SF MECH 103 SF a CO ING ERPRINT I_ 2_] 115 SF COPY 1 84SF MDF Li] 114 SF EX EMI RECORDS LOBBY • CODE PLAN, LEVEL 1 DRUGS L I 56 SF HOLDING HOLDING 66SF L_.1 _J 53SF / ler VESTIBULE-1 I EXIT 5: DOOR # A126, A130 PROVIDED WIDTH 36" EA. EXIT 3: DOOR # S1, A117, A202 PROVIDED WIDTH 36" EA. EXIT 4: DOOR # A120, A121 PROVIDED WIDTH 36" EA. GUN LOCKER 1 79 SF COLLECTIONS I 1 86 SF EXIT 1A: DOOR # B100 PROVIDED WIDTH 72" EXIT 1B: DOOR # 8100 PROVIDED WIDTH 72" ACCREDITATION WORKROOM r_ 2 J 132 SF EXIT 2: DOOR # A100.2 PROVIDED WIDTH 36" INTERVIEW F1 1 78 SF INTERVIEW SFJ SOFT INTERVIEW 9 SF WAITING SCALE: 1/16" = 62SF SECURE FILES [71 -1 62SF MCU EQUIPMENT 131 SF PSU COMMANDER 121 SF P Overall Second Floor 15049 SF SECURE STORAGE C�-J - 63 SF DEPUTY CHIEF OPERATIONS 2 I 126 SF ROOF ACCES OPEN TO BELOW OPEN TO BELOW STORAG 11 K PSU OPEN OFFICE 6 512 SF CO • Y/WORK OM 23 SF- w a 2) MCU OPEN OFFICE 12II 1119 SF C FERENCE ROOM ) 303 SF 1 ADMIN OMMAND I 2 I 123 SF CHIEF OF POLICE L-...2 J 152 SF -� POLICE ADMIN COPY/ OFFICE WORKROOM �J 637 SF PHONE 1 67 SF PHONE LI J 66SF FEC- STAFF LLWAY KK 1 63SF C WC FEMALE SHOWERS FEMALE LOCKERS 408 SF STAFF HALLWAy r1oL H IDF GT MEET 0C9'ESTIGAT SLUUI1EINES/EQ t T CIAL 0 1 1 ROOM COMMAND ECH COMMAND 83 SF 2 109 SF 2 1 125 SF 5LA --I 117 SF 951 SF 98 FEC- STAFF HALLWAY MAJOR CASE CONFERENC 14 341 SF ACT OPEN OFFICE 5 414 SF TEAM AREA L- I 311 SF S MALE SHOWERS MALE LOCKERS r 14� 1323 SF HH GG FEC-1 COPY UIET RC1 FT ROOM COPY I 1 I �1 70SF 63SF 63SF CLO/CPT OPEN OFFICE [IC 706 SF E ECTRIC 1 89 SF I EXERCISE 26 I 1251 SF DT ROOM 1- 19i 935 SF CODE PLAN, LEVEL 2 SCALE: 1/16" = 1-0" SYMBOL LEGEND #( -OCCUPANCY LOAD 0 0 PD XX MIN - ACCESSORY USE AREA (OCCUPANCY LOAD IS NOT INCLUDED IN LOADS BEYOND THIS ROOM) - COMBINED OCCUPANT LOAD AT A GIVEN DOOR OR STAIR - TOTAL EXIT CAPACITY OF DOOR OR STAIR (THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS: CLEAR OPENING WIDHT IN INCHES DIVIDED BY 0.2 THE CAPACITY OF STAIRS ARE DETERMINED AS FOLLOWS WIDTH IN INCHES DIVIDED BY 0.3) - COMBINED OCCUPANT LOAD AT A GIVEN DOOR. (SUM OF THESE EQUALS TOTAL OCCUPANT LOAD) - TOTAL EXIT CAPACITY OF DOOR (THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS: CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2) - PANIC DEVICE - DOOR FIRE RATING WALL SEPARATION LEGEND WALL HOURLY RATING WALL FIRE RATING TYPE = 1 HOUR C = CORRIDOR = SMOKE PARTITION aririr • ■ u-i EW = EXTERIOR WALL SMOKE TIGHT ■ ■ ■ ■ ■ ■ ■ ■ ■■ FB = FIRE BARRIER SP ST Function of Space FP = FSB = FW = HX = SB = VS = VX = XP = FIRE PARTITION FIRE/SMOKE BARRIER FIRE WALL HORIZONTAL EXIT SMOKE BARRIER VERTICAL SHAFT VERTICAL EXIT EXIT PASSAGEWAY Occupancy Load Factors, Table 1004.1 Occ Load Factor Gross/Ne ACCESSORY STORAGE, MECH EQUIP 300 ROOMS ASSEMBLY FIXED SEATING ASSEMBLY W/O FIXED SEATS (CONCENTRATED) ASSEMBLY W/O FIXED SEATS (UNCONCENTRATED) BUSINESS AREAS COURTROOMS OTHER THAN FIXED SEATING 15 gross net net net 100 gross 40 net EXERCISE ROOM 50 Occupancy Type gross A3 REVIEWEIJ TOR CODE CLM IANC:F �_ Cliy 06 IL o3UILDI ING 5.1 U J 0 J a- U REGISTERED ARCHITECT ERICA JANE STATE OP WASHINGTON w Z w U w 0 F- H CONFORMED SET Issue Date - 05.10.2019 Revisions 019 04.29.19-RFI019 73-17156-00 CODE PLAN CP1.1 C:\Revifl73-17158-00 TJC AR 2018 Cen 5/24/2019 12:15:52 PM ii`[1Yk ,+0.+t°ii }.t k1 A[i9]i3'OO'O 3Ttal .lir -t . � _' , w_ � ;mow ,'i'i �v v� :W ® ; SS O Or OS tli; SaraSv`ru c ,sistio artnta TAOp9 ARCHITECTURAL SITE PLAN - SOUTH .•ouAOao ooa000 ooeoaaafli eoo a I Ii k . var 1Yi a • c, t 10 SCALE: 1" = 20' TYP. 20 AAoo:oo O.9Onn 40 mo SCALE: 1" = 20'-0" LEGEND NOTES 1 30' H FLAG POLE 2 RETRACTABLE ENTRANCE GATE 3 BI-FOLD AUTOMOBILE GATE 4 EMERGENCY BACKUP GENERATOR, SEE ELECTRICAL FOR FURTHER INFORMATION 5 REFUSE/RECYCLING 6 SITE FURNITURE, SEE LANDSCAPE 7 BIKE LOCKER, SEE LANDSCAPE 8 6' SITE FENCE 9 10' SALLYPORT FENCE 10 BIO-RETENTION SWALE, SEE LANDSCAPE 11 OVERHEAD CANOPY, SEE A4.1 FOR ADDITIONAL INFORMATION 12 6' BOLLARD 13 FAIL -SECURE (EXIT ONLY) PEDESTRIAN GATE 14 EXTERIOR WALK -OFF GRATES, SEE LANDSCAPE 15 TRANSFORMER VAULT, SEE ELECTRICAL 18 42" HT DOUBLE SWING GATE WITH RECIEVERS • < PROPERTY BOUNDARY> < SETBACK BOUNDARY > 44 CONCRETE, SEE CIVIL FOR EXTENTS, SEE LANDSCAPE FOR JOINT PATTERN WALK -OFF GRILLE, SEE NOTE 14, ABOVE 1 LANDSCAPING, VARIOUS PATTERNS, PLANTINGS, AND SITE FURNISHINGS, SEE LANDSCAPE FOR TYPES, QUANTITIES, AND EXTENTS REVIEWED FOR CODE COMPLIANCE APPROVED JUN282019 City of Tukwila BUILDING DIVISION RECEIViip CITY OF TUKWILf JUN 0 5 2019 PERMIT CENTER DR OM CITY OF TU CONFORMED SET Issue Date - 05.10.2019 Revisions 2 0218.19 - ADD-2 5 03.15.19 - ADD-5 12 05.24.19-REV-1 73-17158-00 ARCHITECTURAL SITE PLAN & DETAILS AS1.1 C:\Revit\73-17158-00 TJC AR 2018 Central s LEGEND NOTES 1 30' H FLAG POLE 2 RETRACTABLE ENTRANCE GATE 3 81-FOLD AUTOMOBILE GATE 4 EMERGENCY BACKUP GENERATOR, SEE ELECTRICAL FOR FURTHER INFORMATION 5 REFUSE/RECYCLING 6 SITE FURNITURE. SEE LANDSCAPE 7 BIKE LOCKER, SEE LANDSCAPE 8 6' SITE FENCE 9 10' SALLYPORT FENCE 10 BIO-RETENTION SWALE, SEE LANDSCAPE 11 OVERHEAD CANOPY, SEE A4.1 FOR ADDITIONAL INFORMATION 12 6' BOLLARD 13 FAIL -SECURE (EXIT ONLY) PEDESTRIAN GATE 14 EXTERIOR WALK -OFF GRATES, SEE LANDSCAPE 15 TRANSFORMER VAULT, SEE ELECTRICAL 16 42" HT DOUBLE SWING GATE WITH RECIEVERS N--N-f ------ <PROPERTY BOUNDARY> < SETBACK BOUNDARY > CONCRETE, SEE CIVIL FOR EXTENTS, SEE LANDSCAPE FOR JOINT PATTERN WALK -OFF GRILLE, SEE NOTE 14, ABOVE LANDSCAPING, VARIOUS PATTERNS, PLANTINGS, AND SITE FURNISHINGS, SEE LANDSCAPE FOR TYPES, QUANTITIES, AND EXTENTS REVIEWS---1; F ' CODE C iMPLIANCE j/V 2pc•J FF, 4a't;! 3UIL ING i.Y'.'13y) 0 10 SCALE: 1" = 20' ARCHITECTURAL SITE PLAN - NORTH SCALE: 1" = 20'-0" w E5I J 8 © 2019, DLR Gro REGISTERED ARCHITECT /9 ERICA YND STATE OF,ANE WASHINGTON LY TUKWILA JUSTICE CENTER OF TUKWILA a m m 0 mom — m H- CONFORMED SET Issue Date - 05.10.2019 Revisions 2 02.1819-ADD-2 8 04.0219-ADD-8 12 052419-REV-1 73-17158-00 ARCHITECTURAL''. SITE PLAN & DETAILS AS 1.2 -17158-00 TJC AR 2018 Central sschmitz.rvt 0 0 W1] W1a 1'-01/2" ---- METAL RAINSCREEN PANEL [OMIT AT W1b] 3/4" VERTICAL ATTACHMENT GIRT [OMIT AT W1b) VERTICAL REVEAL, BEYOND, SEE ELEVS — HORIZONTAL R-21ci INSULATED RAINSCREEN PANEL! WEATHER BARRIER 6" STUD WALL HORIZONTAL REVEAL, BEYOND, SEE ELEVS /8" GWB TYPICAL PANEL WALL SYSTEM AS INDICATED ABOVE COLOR AS INDICATED ON ELEVATIONS AEP: PRESTIGE SERIES 12" VERTICAL FLUSH PANEL COLOR AS INDICATED ON ELEVATIONS 0 1/2 A /047\ -- CONCRETE RAINSCREEN PANEL -EXPOSED FASTENER 3/4" VERTICAL ATTACHMENT GIRT HORIZONTAL R-21ci INSULATED RAINSCREEN PANEL / WEATHER BARRIER -- 6" STUD WALL — HORIZONTAL REVEAL, BEYOND, SEE ELEVS 5/8" GWB TYPICAL UHPC WALL SYSTEM (_W2 1, AS INDICATED ABOVE • COLOR AS INDICATED ON ELEVATIONS AS INDICATED ABOVE • OMIT METAL RAINSCREEN PANEL AND ATTACHMENT GIRTS FLOOR/ROOF DECK — ACOUSTICAL GASKET OR FLEXIBLE SEALANT - ONE SIDE OF CHASE WALLS SLOTTED TRACK METAL RUNNER CHANNEL 3-1/2" SOUND BATT INSULATION 3 5/8" STUD WALL © 16" O.C. TO UNDERSIDE OF FLOOR / ROOF DECK (1) LAYER 5/8" GWB METAL RUNNER CHANNEL SET IN TWO CONT. BEADS OF ACOUSTIC SEALANT AT BOTH SIDES OF INSULATED WALLS FLOOR WALL 3-5/8" STUD OR 2-1/2" STUD STC 45-49 UL U419 [4.1] AS INDICATED ABOVE 3-5/8" STUD [S4.1 b] AS INDICATED ABOVE 2-1/2" STUD FLOOR / ROOF DECK ACOUSTICAL GASKET OR FLEXIBLE SEALANT - BOTH SIDES OF INSULATED WALLS FLOOR / ROOF DECK ACOUSTICAL GASKET OR FLEXIBLE SEALANT - BOTH SIDES OF INSULATED WALLS SLOTTED TRACK 3-112" SOUND BATT INSULATION 3 5/8" STUD WALL @ 16" O.C. TO UNDERSIDE OF FLOOR / ROOF DECK (1) LAYER 5/8" GWB METAL RUNNER CHANNEL SET IN TWO CONT. BEADS OF ACOUSTIC SEALANT AT BOTH SIDES OF INSULATED WALLS FLOOR WALL 3-5/8" STUD STC: 45-49 UL U4 9 LS4.2] AS INDICATED ABOVE — SLOTTED TRACK M •L'. NN = CHN 6" SOUND BATT INSULATION 6" STUD WALL @ 16" O.C. TO UNDERSIDE OF FLOOR / ROO DEC (1) LAYER 5/8" GWB METAL RUNNER CHANNEL SET IN TWO CONT. BEADS OF ACOUSTIC SEALANT AT BOTH SIDES OF INSULATED WALLS FLOOR WALL 6" STUD STC: 45-49 UL U419 -27 AS INDICATED ABOVE WALL TYPES FLOOR/ ROOF DECK ACOUSTICAL GASKET OR FLEXIBLE SEALANT - BOTH SIDES OF INSULATED WALLS TT • T 6" SOUND BATT INS LATI•N 1) LA ER 1 "BALLISTIC RATED SHEATHING 6" STUD WALL @ 16" 0.C. TO UNDERSIDE OF FLO0/ RO•F DE K (1) LAYER 5/8" GWB METAL RUNNER CHANNEL SET IN TWO CONT. BEADS OF ACOUSTIC SEALANT AT BOTH SIDES OF INSULATED WALLS FLOOR BASE WALL 6" STUD STC: 45-49 UL U419 LEVEL 3 BALLISTIC RATED [56. 1 AS INDICATED ABOVE FINISH SEE SCHEDULE (2) #12 FLAT HEAD PHILIPS S.S.S.M.S. INTO STUD BLOCKIN 1 1/2" MAX. 1 1/4" MIN. GRAB BAR MOUNTING FLANGE STL. PIPE SLEEVE WI WASHER. LENGTH OF PIPE SLEEVE TO MATCH THICKNESS OF FINISHES FIRE -RETARDANT TREATED WOOD BLOCKING, TYPICAL UNDERSIDE OF ROOF DECK FIRE SAFING INSULATION STABILIZE STUDS AT TOP WI CONT. CHANNEL & BRIDGE CLIP AT EACH STUD , 1'-11/4"__, PERFORATED CORRUGATED METAL RAINSCREEN PANEL - EXPOSED FASTENER VERTICAL ATTACHMENT GIRT AT W3a HORIZONTAL R-21 ci INSULATED RAINSCREEN PANEL / WEATHER BARRIER 6" STUD WALL 5/8" GWB PERFORATED RAINSCREEN SYSTEM ["Wg NOT USED [W3a KINGSPAN: MORIN EXPOSED FASTENER ON 3/4" ATTACHMENT GIRT HEAD BASE DEFLECTION TRACK UNDERSIDE OF MTL DECK 31/2" FIRE SAFING INSULATION (1) LAYER 5/8" GWB 3 5/8" STUD WALL @ 16" O.C. TO UNDERSIDE OF FLOOR / ROOF DECK METAL RUNNER CHANNEL SET IN CONT. FIRE SEALANT AT PERIMETER OF RATED WALLS FLOOR 1-HR RATED WALL 3-5/8" STUD STC: 45-49 UL U419 [ S4.3] AS INDICATED ABOVE PLAN BASE FLOOR / ROOF DECK ACOUSTICAL GASKET OR FLEXIBLE SEALANT - BOTH SIDES OF INSULATED WALLS SLOTTED TRACK (2) LAYERS 5/8" GWB (1) LAYER 5/8" GWB 4 3/4" AIR GAP 3 5/8" STUD WALL TO UNDERSIDE OF DECK IN TWO ROWS WITH HORIZ. BRACES 3 1/2" SOUND BATT INSULATION METAL RUNNER CHANNEL SET IN TWO CONT. BEADS OF ACOUSTIC SEALANT AT BOTH SIDES OF INSULATED WALLS FLOOR DOUBLE STUD FRAMED WALL STC: 60 S8.3] AS INDICATED ABOVE 1' - 0 1/2" CUSTOM PERFORATED METAL RAINSCREEN PANEL 3/4" VERTICAL ATTACHMENT GIRT VERTICAL REVEAL, BEYOND, SEE ELEVS HORIZONTAL R-21ci INSULATED RAINSCREEN PANEL / WEATHER BARRIER 6" STUD WALL -- HORIZONTAL REVEAL. BEYOND, SEE ELEVS 5/8" GWB CUSTOM PERFORATED RAINSCREEN SYSTEM PLAN BASE AS INDICATED ABOVE • COLOR AS INDICATED ON ELEVATIONS • GRAPHIC AT DT/EXERCISE FACADES • SEE ADDALTA1 -- FLOOR/ROOF DECK — ACOUSTICAL GASKET OR FLEXIBLE SEALANT - BOTH SIDES OF INSULATED WALLS — SLOTTED TRACK METAL RUNNER CHANNEL 3 5/8" STUD WALL @ 16" O.C. TO UNDERSIDE OF DECK (2) LAYERS 5/8" GWB EACH SIDE 3 1/2" SOUND BATT INSULATION METAL RUNNER CHANNEL SET IN TWO CONT. BEADS OF ACOUSTIC SEALANT AT BOTH SIDES OF INSULATED WALLS FLOOR ACOUSTIC SEPERATION WALL STC: 50-56 ES 4 AS INDICATED ABOVE PLAN BASE FLOOR / ROOF DECK ACOUSTICAL GASKET OR FLEXIBLE SEALANT - BOTH SIDES OF INSULATED WALLS SLOTTED TRACK (2) LAYERS 5/8" GWB (1) LAYER 5/8" GWB 1/2" AIR GAP 3 5/8" STUD WALL TO UNDERSIDE OF DECK IN TWO ROWS WITH HORIZ. BRACES 3 1/2" SOUND BATT INSULATION METAL RUNNER CHANNEL SET IN TWO CONT. BEADS OF ACOUSTIC SEALANT AT BOTH SIDES OF INSULATED WALLS FLOOR DOUBLE STUD FRAMED WALL STC: 60 [ 38_41 AS INDICATED ABOVE S8.4a] (1) LAYER GWB ON EACH SIDE I" MIN. COATING OVERLAP AND THICKNESS PER MFR 1" MIN. COATING OVERLAP AND THICKNESS PER MFR CONT FIRE -RESISTIVE SPRAY COATING, BOTH SIDES RATED WALL TYPE AS INDICATED ON PLAN A - PERPENDICULAR TO METAL DECK HILTI SYSTEM HW-D-0042 UNDERSIDE OF - ROOF DECK FIRE SAFING INSULATION STABILIZE STUDS AT TOP W/ CONT. CHANNEL & BRIDGE CLIP AT EACH STUD CONT. FIRE RATED SEALANT AT ALL SIDES DUCT PENETRATIONS -- PER MECHANICAL DRAWINGS TL STUD TRACK CLG WHERE OCCURS SOUND ATTENUATING BATT INSULATION PENETRATIONS OF ACOUSTICAL PARTITIONS BY DUCTWORK SHALL BE ACOUSTICALLY SEALED AS SHOWN. ANY GAP LARGER THAN 1/2" SHALL BE COVERED WITH GYPSUM BOARD, LAPPED A MINIMUM OF 2" AND SCREWED BEFORE USING ACOUSTICAL SEALANT. A.OUTSIDE CORNER GWB PER WALL TYPE METAL STUDS PER WALL TYPE METAL TRIM + FINISH AT OUTERMOST LAYER, TYP. ADDITIONAL LAYER OF GWB, WHERE OCCURS MTL STUDS PER WALL TYPE WALL TYPE PER PLAN ADDITIONAL LAYER OF GWB, WHERE OCCURS (NON -RATED CONDITION ONLY) B. INSIDE CORNER ACOUSTICAL WALL PENETRATION ACOUSTICAL WALL DETAILS FLOOR/ROOF DECK — ACOUSTICAL GASKET OR FLEXIBLE SEALANT - BOTH SIDES OF INSULATED WALLS WALL FURRING 6" STUD C6-1] AS INDICATED ABOVE SLOTTED TRACK METAL RUNNER CHANNEL 6" STUD WALL @ 16" O.C. TO UNDERSIDE OF DECK (2) LAYERS 5/8" GWB EACH SIDE 6" SOUND BATT INSULATION METAL RUNNER CHANNEL SET IN TWO CONT. BEADS OF ACOUSTIC SEALANT AT BOTH SIDES OF INSULATED WALLS FLOOR NOTE: AT RATED WALLS - HEAD OF WALL DETAIL TO BE CONSTRUCTED PER UL LISTING HW-D-0570 HEAD PLAN BASE CONT. FIRE SEALANT EA. SIDE @ ALL SHAFT WALLS 3 5/8" SHAFT WALL @ 16" O.C. TO UNDERSIDE OF DECK (1) LAYER 518" TYPE "X" GWB 4" C-H STUDS (1) LAYER 1" TYPE "X" GWB SHAFT LINER STEEL J-TRACK SET IN CONT. FIRE SEALANT AT PERIMETER OF SHAFT FLOOR SHAFT WALL STC 39 FIRE RATING: 1 HR UL U415 AS INDICATED ABOVE CONT FIRE -RESISTIVE SPRAY COATING, BOTH SIDES RATED WALL TYPE AS INDICATED ON PLAN B-PARALLEL TO METAL DECK HILTI SYSTEM HW-D-0042 FLOOR / ROOF DECK ACOUSTICAL GASKET OR FLEXIBLE SEALANT - BOTH SIDES OF INSULATED WALLS SLOTTED TRACK METAL RUNNER CHANNEL 6" STUD WALL @ 16" O.C. TO UNDERSIDE OF DECK (1) LAYER 5/8" GWB ROOM SIDE 6" SOUND BATT INSULATION METAL RUNNER CHANNEL SET IN TWO CONT. BEADS OF ACOUSTIC SEALANT AT BOTH SIDES OF INSULATED WALLS FLOOR WALL FURRING 6" STUD [-S-6-/Ial AS INDICATED ABOVE - SECURITY METAL PANELS FULLY GROUTED METAL PARTITION WALL P2-1-1 AS INDICATED ABOVE — UNDERSIDE OF ROOF DECK A - PERPENDICULAR TO METAL DECK t w Z X „__ ._____.— r ,-.. g �— r'' /PR TO CR HE SE HE SE ST SE BE SE /— BO / N ST BO 0 �! - NOTE: SEE STRUCTURAL FOR TYPICAL METAL STUD FRAMING DETAILS C. RATED WALL INTERSECTION CONTROL JOINT ATIONS P TRACK IPPLE STUDS ABOVE ADER TOP TRACK, E NOTE BELOW ADER- E STRUCTURAL FFENER STUDS - 3STRUCTURAL RING STUD - STRUCTURAL TTOM TRACK O TE: ABOVE HEADER OVIDE 1/2" MIN. CLEAR ACE BETWEEN CRIPPLE UDS AND STIFFENER STUDS TH SIDES OF ALL DOOR PENINGS. GWB CONTROL JOINTS - TYPICAL CP 506 CONT. ACOUSTICAL SEALANT EACH SIDE @ NON -FIRE RATED CONDITIONS SAFING INSULATION CONT. FIRE -RATED SEALANT EACH SIDE, PER UL TEST REF. WW- D-0067 - WHERE OCCURS WALL TYPE NOTES A. SEE CP SHEET SERIES FOR LOCATIONS OF FIRE/SMOKE RATED WALLS. B. CONSTRUCT FIRE RATED GWB PARTITIONS ACCORDING TO THE FIRE RATED ASSEMBLIES INDICATED ON THE WALL TYPE. C. AT WALLS WITH 2 LAYERS OF GWB ON ONE SIDE, LOCATE DOUBLE LAYER ON THE ROOM SIDE OF THE WALL. D. SEE DETAILS THIS SHEET FOR GWB PARTITION SLIP CONNECTION BELOW FLOOR AND ROOF DECKS. E. SEE DETAILS THIS SHEET FOR CONTROL JOINT LOCATIONS AT DOOR FRAMES LOCATED IN GWB PARTITIONS. F. SOUND WALLS ARE INDICATED BY THE STC RATING BELOW THE WALL TYPE. SEE DETAILS THIS SHEET FOR ADDITIONAL DETAILS AT SOUND WALLS. THE BASES AND HEADS OF ALL SOUND WALLS SHALL BE SEALED WITH ACOUSTICAL SEALANT, AND PENETRATIONS SHALL BE SEALED PER DETAILS THIS SHEET. G. SEE DETAILS THIS SHEET FOR NON-STRUCTURAL METAL STUD FRAMING DETAILS AND GWB CONTROL JOINTS. H. REFER TO GENERAL NOTES FOR ADDITIONAL REQUIREMENTS REGARDING GWB PARTITIONS. GWB CONTROL JOINT, TYPICAL SPACING 30 FEET WITHOUT PERIMETER RELIEF, AND 50 FEET SPACING WITH PERIMETER RELIEF 5/8" GWB METAL STUDS CONT. ACOUSTIC SEALANT EA. SIDE A - TYP. GWB CONTROL JT WALLS / CEILINGS NO SCALE WALL TYPE PER PLANS — DOOR FRAME BELOW GWB CONTROL JOINT CRIPPLE STUD STIFFENER STUDS NOTE: AT DOUBLE LAYER GWB LOCATIONS MAINTAIN 1/2" CLEAR SPACE AT FIRST LAYER AND CONTROL JOINT AT SECOND LAYER. B - TYP. GWB CONTROL JT ABOVE DOOR NO SCALE VERIFY R.O. DIMENSION WITH CABINET MFR. T - 2 LAYERS OF 5/8" GWB BEHIND CABINET, TYP. WALL TYPE PER PLAN LINE OF GWB ABOVE & BELOW FIRE EXTINGUISHER CABINET AS SPECIFIED NOTE: 1. TOP OF CABINET TO BE 5'-0" A.F.F. VERIFY ROUGH OPENING DIMENSION WITH CABINET MFR. - TOP OF R.O. @ 4'-8" A.F.F. 2. VERIFY DIMENSIONS AND WALL SUPPORT REQUIREMENTS WITH CABINET MFR. 3. PROVIDE FIRE RATED CABINET ASSEMBLY AT FIRE RATED WALL LOCATIONS - WHERE OCCURS 4. PROVIDE ACCESSIBLE TYPE HARDWARE MOUNTED @ 48" H. MAX. TO HANDLE 5. FIRE EXTINGUISHER HANDLE 48" A.F.F. MAX. 6. VERIFY FIRE EXTINGUISHER CABINET IS APPROPRIATE SIZE FOR WALL DEPTH. FEC IN GWB PARTITION STABILIZE STUDS AT TOP WI COST CHANNEL AND BRIDGE CLIP AT EACH STUD ALTERNATE TOP OF WALL BRACING CEILING, SEE RCP UNDERSIDE OF ROOF DECK UNDERSIDE OF ROOF DECK CONT FIRE -RESISTIVE SPRAY COATING, BOTH SIDES J-RUNNER MINERAL WOOL BATT INSUL. CUT TO THICKNESS TWICE THE DISTANCE OF CAVITY & COMPRESSED 50% SHAFT WALL TYPE S3 SOUND ATTENUATION BLANKET INSULATION PARALLEL TO METAL DECK (SIM 0 PERP) UL LISTING HW-D-0570 R.O. PER PANEL MANUFACTURER WALL ACCESS PANEL BATT INSULATION, WHERE OCCURS WALL TYPE PER PLANS. FINISH TILE WHERE OCCURS METAL ACCESS PANEL, PAINT TO MATCH ADJACENT WALL SCALE: 1 1/2" = 1'-0" REVIEWED FOR - CODE COMPLIANCE APPROVED JUN 2)) City of Tukwila BUILDING DIVISIO -- 1/8" CLEAR TYP (CONDUIT OR PIPE SHALL NOT CONTACT WALL) ACOUSTICAL SEALANT SINGLE CONDUIT, CABLE OR PIPE STUD PARTITION CAULKING COMPOUND, CLOSED CELL POLYURETHANE FOAM OR FIRE RATED SILICONE FOAM 1/2" CLEAR (TYP) CONDUIT SLEEVE CAULKING COMPOUND, CLOSE CELL POLYURETHANE FOAM OR FIRE RATED SILICONE FOAM 4:4.iO4a--t— 118" CLEAR TYP (CONDUIT OR PIPE SHALL NOT CONTACT WALL) MULTIPLE CONDUIT SIMILAR FOR DOUBLE STUD PARTITION SLEEVE WITH MULTIPLE CABLES PENETRATIONS OF ACOUSTICAL PARTITIONS BY CONDUIT, CABLE, PIPES ETC. SHALL BE ACOUSTICALLY SEALED AS SHOWN. ANY GAP LARGER THAN 1/2" SHALL BE COVERED WITH GYPSUM BOARD, LAPPED A MINIMUM OF 2" AND SCREWED BEFORE USING ACOUSTICAL SEALANT. CABLE TRAYS SHOULD NOT PENETRATE SLAB -TO -SLAB PARTITIONS. A CONDUIT SLEEVE SHOULD BE USED AT SUCH PENETRATIONS AND SEALED AS SHOWN ON THIS DETAIL. FLEXIBLE DUCT, PIPE, CONDUIT, ETC CONNECTIONS SHOULD BE INCORPORATED BETWEEN ROOMS WHERE RESILIENTLY ISOLATED FLOORS, WALLS OR CEILING LIDS OCCUR. a. 008 REGISTERED ARCHITECT STATE OF WASHINGTON CC LIJ LIJ CO CITY OF TUKWILA crt CONFORMED SET Issue Date - 05.10.2019 Revisions 73-17158-00 WALL TYPES & TYPICAL DETAILS 0 N GRAB BAR ATTACHMENT DTL TOP OF WALL - RATED TOP OF WALL - NON RATED TOP OF WALL - SHAFT ACOUSTICALLY -TREATED WALL PENETRATIONS A0.1 COLOR AND MATERIAL GENERAL NOTES: KEY NAME GENERAL LOCATION ACOUSTIC WALL PANEL AWP-1 ACOUSTIC WALL PANEL - COURTS AWP 2 ACOUSTIC WALL PANEL - BRIEFING NORTH AWP 3 1ACOUSTIC WALL PANEL - BRIEFING WEST AWP-4 ACOUSTIC WALL COVERING ACOUSTICAL CEILING APC-1 •GENERAL CEILINGS APC-2ACOUSTIC PRIVATE AREAS APC-3 1ACOUSTIC CEILING CLOUDS IN OPEN ',I OFFICE AREAS APC-4 I ACOUSTIC CEILING CLOUDS IN • COURTROOM CARPET CPT-1 -COURTROOM- HEAVY TEXTURE CPT-2 COURTROOM - LIGHT TEXTURE CPT-3 COURTROOM NO TEXTURE CPT-4 ': PUBLIC AREAS CPT-5 PATROL CPT-6 COURTS - FIELD ,CPT-7 !COURTS - ACCENTLIGHTGREY CPT-8 COURTS - ACCENT MEDIUM GREY CPT-9 COURTS - ACCENT BLACK (CPT-10 EOC - FIELD ICPT-11 EOC- ACCENT , CPT-12 EOC - ACCENT COLOR :.CPT-13 POLICE - FIELD CPT-14 POLICE - ACCENT CPT-15 POLICE - ACCENT COLOR WOM-1 1 WALK -OFF MAT CONCRETE FLOORING CONC-1 !POLISHED CONCRETE COLOR AND MATERIALS SCHEDULE - BASIS OF DESIGN MANUFACTURER 'ACOUSTICALSOL UTIONS ACOUSTICAL SOLUTIONS ACOUSTICAL SOLUTIONS ACOUSTICAL SOLUTIONS ARMSTRONG ARMSTRONG ARMSTRONG ARMSTRONG :INTERFACE INTERFACE INTERFACE BENTLEY J+J FLOORING GROUP MILLIKEN !MILLIKEN f MILLIKEN MILLIKEN MILLIKEN IMILLIKEN MILLIKEN CONC-2 ':I POLISHED CONCRETE - LIGHT AGGREGATE I • 'CONC-3 :POLISHED CONCRETE - HEAVY !AGGREGATE SC MISC. CORNER GUARD CG CORNERS, TYP.WHERE GWB & MDF OCCURS DECORATIVE FILM DF-1 'DECORATIVE WINDOW FILM FABRIC CURTAIN AT SHOWERS FIBERGLASS REINFORCED PANEL FRP-1 JANITORS GROUT G-1 GROUT BREAK AREA - FIELD G-2 G-3 G-4 GROUTBREAKAREA- ACCENT GROUT RESTROOMS - FLOOR RESTROOMS - WALL MARKERBOARDS MBD CONFERENCE ROOMS MILLIKEN MILLIKEN MILLIKEN BENTLEY INPRO CORP. SOLYX GLASS FINISHES PRODUCT NAME ALPHASORB ACOUSTIC PANEL ALPHASORB ACOUSTIC PANEL ALPHASORB ACOUSTIC PANEL XOREL - LINEN DUNE SECOND LOOK OPTIMA TEGULAR TECHZONE WITH OPTIMA IN AXIOM KNIFE EDGE SUSPENSION SYSTEM WOODWORKS CANOPY HUMAN NATURE 840 HUMAN NATURE 850 HUMAN NATURE 810 4MYT4 MULTIPLAY KINETEX STRATA PLANK { COLOR FIELD PATINA COLOR FIELD PATINA I COLOR FIELD PATINA COLOR FIELD PATINA COLOR FIELD COLOR FIELD COLOR FIELD COLOR FIELD -- COLOR FIELD COLOR FIELD 8RU26 ROUGH IDEA POLISHED CONCRETE POLISHED CONCRETE !POLISHED CONCRETE SURFACE MOUNTED STAINLESS STEEL CORNER GUARD 430, 16-GAUAGE SIMPLE FROSTED .CARNEGIE I MINGLE I MARLITE ARDEX ARDEX ARDEX ARDEX 3FORM PAINT PT-1 FIELD PAINT --- BENJAMIN MOORE PT-1A FIELD PAINT - HIGH LIGHT REFLECTANCE ', BENJAMIN MOORE PT2;ACCENT PAINT SHERWIN WILLIAMS !PT-3 'ACCENTPAINT SHERWIN WILLIAMS PT-4 ;ACCENTPAINT SHERWIN WILLIAMS PT-5 ACCENTPAINT - BLUE BENJAMIN MOORE PT-6 ACCENTPAINT - GREEN SHERWIN WILLIAMS PT-7 ACCENT PAINT - ORANGE I SHERWIN WILLIAMS .. PT-8 ACCENT PAINT - DOOR & WINDOW FRAMES SHERWIN WILLIAMS PT-9 I CEILING PAINT - GYP. BOARD '.. SHERWIN WILLIAMS PT-10 _'CEILING ELEMENTS AT EXPOSED AREAS SHERWIN'WILLIAMS PT-il STRUCTURAL STEEL COLUMNS SHERWIN WILLIAMS PLASTIC LAMINATE PLAM-1 CASEWORK CABINET -FRONTS PLAM-2 CASEWORK CABINET -FRONTS -3 IVER C:\Revit\73-17158-00 TJC AR 2018 ELS, CO eTRODE RESILIENT BASE • RB-1 ':RUBBER BASE - CONCRETE RB-2 ''I RUBBER BASE RESILIENT FLOORING RF 1 LUXURY VINYL TILE • RUBBER ATHLETIC FLOORING RAF-1 DT AND EXERCISE FLOORING • • 5/24/2019 12:13:07 PM WILSONART NEVAMAR A'-•RIT NEVA AI JOHNSONITE JOHNSONITE PATCRAFT PLAE STANDARD FRP - SMOOTH SURFACE__. WA 100% SOLIDS EPDXY GROUT WA 100% SOLIDS EPDXY GROUT WA 100% SOLIDS EPDXY I GROUT WA 100% SOLIDS EPDXY GROUT .WHITE W/ WHITE 9/16" GRID 'WHITE WI WHITE 9/16 GRID • WHITE WI WHITE 9/16" GRID TBD COLOR / FINISH COM FABRIC FINISH - CARNEGIE S XOREL LINEN 6291-6 COM FABRIC FINISH - CARNEGIE XOREL LINEN 6291-2 • COM FABRIC FINISH - CARNEGIE '':., 1" THICK • XOREL - LINEN 6291-6 • COM FABRIC FINISH - CARNEGIE 4'-0" H X 8'-0" W X XOREL LINEN 6291 6 7/8" THICK 24" X 48" X 3/4" I CENTER CEILING IN EACH ROOM SIZE REMARKS SPEC KEY SECTION NAME GENERAL LOCATION 4'-0" W X 4'-0' H X SEE INTERIOR WALL ELEVATION FOR PATTERN 098433 1" THICK 1" THICK SEE INTERIOR WALL ELEVATION FOR SIZE AND : 098433 PATTERN SEE INTERIOR WALL ELEVATION FOR SIZE AND 098433 PATTERN PANELS TO COVER FULL EXTENT OF WALL 098433 24" X24" X1' SEE RCP FOR PANEL SIZES VARY BASED ON PATTERN AND PANEL SIZES CLOUD WIDTH, AXIOM EDGE TO BE WHITE, 48" X 96" X 3/4" I SEE CEILING PLANS FOR CANOPY LAYOUT .095113 095113 095113 '1095113 ------- 104214 NICKEL 25CM X 1M ',SEE FINISHED FLOOR PLANS FOR PATTERN 096813 104214 NICKEL ':25CM X 1M ':SEE FINISHED FLOOR PLANS FOR PATTERN. 096813 104214 NICKEL 25CM X 1M SEE FINISHED FLOOR PLANS FOR_PATTERN. '096813 401378 GHOST NINJA ' 18" X 36" INSTALL VERTICAL ASHLAR _ '096813 1853 VOLCANIC 18' X 36" INSTALL VERTICAL ASHLAR 096813 PAT119 153 SLATE 25CM X 1M .SEE FINISHED FLOOR PLANS FOR PATTERN.096813 PATI19-13 ASH SLATE ''.25CM X 1M SEE FINISHED FLOOR PLANS FOR PATTERN. 096813 PAT133-120 ELECTRUM 25CM X 1M :SEE FINISHED FLOOR PLANS FOR PATTERN. ':096813 -' PAT133 GABBRO !.25CM X 1M SEE FINISHED FLOOR PLANS FOR PATTERN 096813 COL86 CHAETURA ':25CM X 1M SEE FINISHED FLOOR PLANS FOR PATTERN. 096813 COL96-70-33 IRON OXIDE .25CM X 1M SEE FINISHED FLOOR PLANS FOR PATTERN. '1096813 CUSTOM COLOR; MAT ID 00957436 :25CM X 1M I SEE FINISHED FLOOR PLANS FOR PATTERN. 096813 P25 COL118 COMET 25CM X 1M '' SEE FINISHED FLOOR PLANS FOR PATTERN 096813 - COL19-118 DOWNPOUR - 25CM X 1M SEE FINISHED FLOOR PLANS FOR PATTERN. 096813 COL118-199-38 DARK NAVY 25CM X 1M SEE FINISHED FLOOR PLANS FOR PATTERN. 096813 80065.5 DRAFT 24" X 24" INSTALL QUARTER TURN 4124813 800 GRIT, NATURAL STAIN, MATCH ARCH SAMPLE B00 GRIT, NATURAL STAIN, MATCH ARCH SAMPLE 800 GRIT, NATURAL STAIN MATCH ARCH SAMPLE CLEAR PENETRATING LIQUID FLOOR TREATMENT STAINLESS STEEL • SEE FINISHED FLOOR PLANS FOR PATTERN AND 033543 'LOCATIONS SEE FINISHED FLOOR PLANS FOR PATTERN AND 1033543 LOCATIONS SEE FINISHED FLOOR PLANS FOR PATTERN AND 1033543 LOCATIONS 1033000 4'-0"H. X 1 1/2" START INSTALL ABOVE BASE, SEE FINISH PLAN ! 102600 WING FOR EXACT LOCATIONS SX-3140 DUSTED CRYSTAL ! 088000 4666-1 58" WIDE :OF01 P 100 WHITE .4' X 8' SHEET SIZE WAINSCOT START INSTALL ABOVE WALL BASE 066400 '1,22CAST IRON 34 SUMMER YELLOW 22 CAST IRON 125 STORMY MIST WRITEABLE F18 : CHALK NATURA EGGSHELL NATURA SEMI -GLOSS HARMONY EGGSHELL HARMONY EGGSHELL HARMONY EGGSHELL NATURA EGGSHELL HARMONY EGGSHELL HARMONY EGGSHELL HARMONY EGGSHELL HARMONY SATIN HARMONY SATIN DIRECT -TO -METAL ALKYD ENAMEL • PREMIUM LAMINATE SOFT GRAIN FINISH ARMORED PROTECTION TEXTURED S DAeI HP IS ':ARM+REID OTE ION TEXTURED OC-20 PALE OAK OC-20 PALE OAK SW7043 WORLDLY GRAY 'SW7642 PAVESTONE SW7047 PORPOISE HC-155 NEWBURYPORT BLUE : SW6179 ARTICHOKE SW6341 RED CENT SW7020 BLACK FOX SW7007 CEIILING BRIGHT WHITE SW7642PAVESTONE SW7020 BLACK FOX 7965K-12 WALNUT HEIGHTS VA7002-T COOL CHIC W-4 " FROS I" HA 6054T ROU HT IRbN !, TRADITIONAL RUBBER BASE I 27 MIST TRADITIONAL RUBBER BASE • 63 BURNT UMBER I337V METALLIX !ACHIEVE 18MM 00530 ALUMINUM 1/16" GROUT JOINT 8" GROUT JOINT 1/8" GROUT JOINT 1/16" GROUT JOINT 14' H X 8' W I FLOATING EDGE 14" H. I4"H. 093013 093013 093013 I093013 101100 099123 PROVIDE A LEVEL 5 FINISH AT ALL LOCATIONS' 099123 WHERE PAINT IS NOTED 099123 099123 PAINT ALL INTERIOR EXPOSED COLUMNS 099123 099123 099123 '099123 .099123 -099123 !.. 099123 _-- ALL EXTERIOR COLUMNS, ALL EXPOSED STEEL .099113 INTERIOR COLUMNS 064116 064116 16 096513 STRAIGHT IN AREAS WITH CARPET, COVED IN 1096513 AREAS WITH RESILIENT FLOORING I.9" X 36" I RUN GRAIN THE SAME DIRECTION AS THE CARPET GRAIN, INSTALL STAGGER 905 CHARCOAL :18MM;25'ROLL LENGTH 096519 096566 COLOR AND MATERIALS SCHEDULE - BASIS OF DESIGN MANUFACTURER PRODUCT NAME SCHLUTER SYSTEMS SCHL-1 TOP TRIM AT WAINSCOT SCHLUTER SCHL-2 PROFILE FOR OUTSIDE CORNERS AT WALL : SCHLUTER TILE SCHL-3 METAL TRANSITION BETWEEN FLOORING SCHLUTER SCHL-4 I COVED BASE AT RESTROOMS SCHL-5 :TOP TRIM AT WALL TILE SCHL-6 'CHANNEL BETWEEN TILE- BREAK AREA SCHLUTER SCHLUTER SCHLUTER SECURITY CEILING ;SC-1 SECURE METAL CEILING PANEL - HOLDING • ARMSTRONG SOLID SURFACE ISS-1 CASEWORK COUNTERTOPS SS-2 CASEWORK COUNTERTOPS SS-3 COUNTERTOP - BREAK AREA JOLLY QUADEC RENO-U DILEX-AHK JOLLY DECO -SG COLOR / FINISH SATIN ANODIZED ALUMINUM POLISHED BRASS ANODIZED ALUMINUM SATIN ANODIZED ALUMINUM POLISHED BRASS ANODIZED ALUMINUM POLISHED BRASS ANODIZED ALUMINUM SATIN ANODIZED ALUMINUM METALWORKS SECURELOCK :WHITE HI -MACS MERAPI .HI -MACS • GRAPHITE GRANITE PENTAL PENTAL QUARTZ SPECIAL COATING SCF-1 HOLDING CELL FLOOR COATING PRIME COAT SPRAY APPLIED ACOUSTIC TREATMENT SAAT-1 EXPOSED ROOF DECK TILING CWT-1 ;WALLTILEINBREAKAREA- FIELD CWT-2 1 WALL TILE IN BREAK AREA - TEXTURED ' CWT-3 WALL TILE IN BREAK AREA - ACCENT CWT-4 'WALL TILE IN RESTROOMS FT-1 • FLOOR TILE IN RESTROOMS PRIME CAST 2612 SIZE REMARKS SPEC SECTION 1/4" W. FLAT EDGE TO FACE UP 093013 MATCH WALL TILE ALIGN OUTSIDE EDGE TO BE FLUSH WITH CORNER 093013 THICKNESS 10F WALL SEE DETAIL •ANCHORING LEG TO BE MOUNTED UNDER CARPET 1093013 121/A10.2 : 3/8" ! 093013 1/4" W. 1/2" 24 WIDE, 18 GAUGE STEEL FLAT EDGE TO FACE UP VB01 3' X 10' X 1/2" 1MITRE CUT AT COUNTERTOP EDGES G103 11/2"THICK MITRE CUT AT COUNTERTOP EDGES BQ8270P CALACATTA POLISHED 3/4" THICK 1MITRE CUT AT COUNTERTOP EDGES CO3 LIGHT GREY W/ 327-24H 093013 093013 095753 12366116 12366116 12366119 :. TO BE APPLIED TO CONCRETE SUBSTRATE ! 096723 SONASPRAY'FC' ACOUSTICAL '; COLOR TO MATCH PT-10 :1"THICKNESS APPLIED TO EXPOSED DECK INTERNATIONAL CELLULOSE CORP ':FINISH MOSA MOSA MOSA OLYMPIA TILE DALTILE WALL COVERING WC-1 ! WALLCOVERING AT RECORDS LOBBY INNOVATIONS WC-2 t WALLCOVERING AT BREAK AREA LOUNGE MAHARAM WC-3 WALLCOVERING AT EOC/CONFERENCE INNOVATIONS WC-4 WALLCOVERING AT COURTS LOBBY INNOVATIONS WALL GRAPHIC WG-1 WALL GRAPHIC AT COURTS RECEPTION WG-2 WALL GRAPHIC AT EXERCISE WALL PADS WPD-1 WALL PADS IN DT & EXERCISE WALL PANEL WP-1 DECORATIVE WALL PANEL AT COURTROOM WINDOW SHADES SHADE-1' GENERAL SHADE-2 CONFERENCE ROOMS WOOD WB-1 WB-2 WD-1 COURTROOM WOOD BASE LOBBY WOOD BASE WAINSCOT IN HALLWAYS WD-2 COURTROOM MILLWORK WD-3 LIVE EDGE BARTOP AT BREAK AREA • WD-4 : WOOD MEMBERS AT FRONT ENTRY WD-5 : WOOD BENCH & LATTICE CEILING AT BREAK AREA WD-6 WOOD DOOR FINISH WD-7 • NLT CEILINGS & SOFFITS WD-8 I WOOD PANELS OUTSIDE BRIEFING ROO WD-9 COURTROOM ENTRY WOOD FINISH WE-1 1STAIN FOR WD-1 AND WD-5 WF-2 CLEAR COAT FOR WD-3, WD-4 AND WD-7 WF-3 STAIN FOR WE-1 AND WD-2 CARPET OR RESILIENT KOROSEAL KOROSEAL PORTER 3FORM MECHOSHADE MECHOSHADE SUSTAINABLE NORTHWEST WOOD HALEY BROS. TERRA MAESTRICHT '216V TERRA MAESTRICHT 216RL TERRA TONES 203V WATERFALL GREY UNITY P406 NERO UNPOLISHED :DENMARK DIVINA MELANGE !!ECO-ALCHEMY DENMARK DEN-813 ODENSE -'. 120 _. ECO-13 FOSSIL DEN-833 KOLDINO TYPE 1120 OZ. COMMERICAL 'CUSTOM VINYL SMOOTH TYPE 1120 OZ. COMMERICAL ! CUSTO VINYL SMOOTH 1005600XX IMPACTSAFE WALL I 13 NAVY BLUE PADS INFINITE GLASS - BRANCH CLEAR FLOAT WITH FROSTED ETCH • BACK MANUAL CLUTCH ROLLER SHADE - ECOVEIL SHEER 1% OPEN 6850 MANUAL CLUTCH ROLLER SHADE - EQUINOX BLACKOUT 10100 SOLID MAPLE MDF MAPLE VENEER ON PARTICLE ':.BOARD MAPLE VENEER CAMPGROUND BLUE PINE DOUGLAS FIR DIMENSIONAL LUMBER MAPLE VENEER PLAIN SLICED WHITE BIRCH DOUGLAS FIR 'MAPLE ' SURFACING SOLUTION SOLID WOOD TAMBOUR T478 FLOOR FINISH AS SCHEDULED W/ EDGE TRANSITION AS REQ'D CONCRETE TRANSITION STRIP — CONCRETE SLAB NOTE: FLOOR FINISH CHANGES SHALL OCCUR UNDER THE COMMUNICATING DOOR UNLESS NOTED OTHERWISE OR AS SHOWN ON PLAN CARPET TO CONCRETE TRANSITION STRIP DETAILS 6861 METAL 24" X 24" I SEE ELEVATION FOR WALL TILE PATTERN 6" X 24" : SEE ELEVATION FOR WALL TILE PATTERN • 12" X 24" I SEE ELEVATION FOR WALL TILE PATTERN 112" X 24" STACKED BOND MONOLITHIC 24" X 24" BACKED WITH HO 098316 093013 093013 093013 093013 093013 097200 OTE TACKABLE PANEL 097200 - 097200 ___- -- - 097200 ' 60" W. PROVIDE LEVEL 5 SMOOTH DRYWALL BENEATH 1097200 FOR SMOOTH INSTALL, ARCHITECT TO PROVIDE I IMAGE FILE 60' W PROVIDE LEVEL 5 SMOOTH DRYWALL BENEATH 1097200 I FOR SMOOTH INSTALL, ARCHITECT TO PROVIDE IMAGE FILE 2'-0" W X 6'-0 2' 0" X 6' 0" 3/16" THICK WALL MOUNTED PANELS FIELD MEASURE ALL EXTERIOR WINDOWS; HEAD MOUNTED 116623 088113 [122413 0106 DUSK FIELD MEASURE ALL INTERIOR WINDOWS AT CONFERENCE ROOMS; 122413 HEAD MOUNTED WF-3 STAIN PAINTED TO MATCH WALL WF-1 STAIN - --- F-3 STAIN NATURAL FINISH WITH WF-2 NATURAL FINISH WITH WF-2 !, WF-1 STAIN TILE OXFORD STAIN NATURAL FINISH WITH WF-2 STAIN TO MATCH MEYER WELLS CHOCOLATE WITH WB ALKYD VARNISH MAPLE, NATURAL FINISH WITH WF-2 MATCH ARCH SAMPLE CLEAR SATIN FINISH MATCH ARCH SAMPLE 4" H. 4" H. 4'-0" H. 4x10 MEMBERS CONCRETE r- NOTE: FLOOR FINISH CHANGES SHALL OCCUR UNDER THE COMMUNICATING DOOR UNLESS NOTED OTHERWISE OR AS SHOWN ON PLAN TILE TO CONCRETE SEE ADD ALT A3 APPLY 3 COATS, SAND BETWEEN COATS CARPET AS SCHEDULED WI EDGE TRANSITION AS REQ'D TRANSITION STRIP CONCRETE SLAB CARPET 064023 064023 064023 064023 064023 064023 064023 081416 061516 !064023 064023 099300 099300 099300 TILE } NOTE: FLOOR FINISH CHANGES SHALL OCCUR UNDER THE COMMUNICATING DOOR UNLESS NOTED OTHERWISE OR AS SHOWN ON PLAN O CARPET TO TILE CARPET AS SCHEDULED W/ EDGE TRANSITION AS REQ'D TRANSITION STRIP -- FLOORING AS SCHEDULED A. COLOR AND MATERIAL GENERAL NOTES APPLY TO ALL ROOM FINISH SCHEDULE AND COLOR & MATERIAL SCHEDULE SHEETS, B. SEE SPECIFICATIONS FOR MORE TECHNICAL FINISH INFORMATION. C. SEE REFLECTED CEILING PLANS FOR CEILING FINISH LAYOUTS, HEIGHTS AND DETAIL REFERENCES. D. PAINT EXPOSED DUCTWORK PT-10, UNO. EXPOSED DUCTWORK IN STORAGE ROOMS, ELECTRICAL ROOMS, CUSTODIAL, OR MECHANICAL ROOMSNEEDED NOT BE PAINTED.NOT PAINT 0 DO FIRE SPRINKLER HEADS. E. ALL EXPOSED STRUCTURE TO BE PAINTED PT-10, UNO. F. SEE CASEWORK DRAWINGS FOR DETAILS ELEVATIONS AND FINISH LOCATIONS. G. CONTRACTOR SHALL FURNISH AND INSTALL WALL BASE AROUND CASEWORK AND MILLWORK. H. SEE INTERIOR ELEVATIONS AND CASEWORK ELEVATIONS IN All AND Al2 SERIES FOR ADDITIONAL FINISH INFORMATION. I. ALL WALLS TO BE PAINTED PT-1 UNO (FIELD WALL PAINT). J. ENSURE PLUMB, SHARP, STRAIGHT AND CLEAN PAINT TRANSITIONS ON WALLS AND CEILINGS BETWEEN DIFFERENT COLORS OR SURFACE MATERIALS. K. MISCELLANEOUS DIFFUSERS, GRILLES, ACCESS PANELS IN WALLS AND CEILINGS SHALL BE PAINTED THE SAME COLOR AS WALL OR CEILING BEYOND, TYP. L. ALL MISCELLANEOUS INTERIOR EXPOSED METAL TO BE PAINTED TO MATCH ADJACENT WALL, UNO. M. SCRIBE SOUND ABSORBING WALL UNITS AROUND ELECTRICAL, SPECIAL SYSTEMS, AND OTHER ITEMS AFFIXED TO WALL TO ENSURE ACCESS IS MAINTAINED. SAW UNITS SHALL BE CUT CLEANLY AND TIGHTLY AROUND ACCESS OPENINGS. EDGES SHALL BE FINISHED. N. SEE EXTERIOR FINISH ELEVATIONS IN A5 SERIES FOR EXTERIOR PAINTING AND FINISH INFORMATION. O. SEE A13 SERIES FOR FLOOR FINISH PLANS. P. PROVIDE REDUCER STRIP AT ALL TRANSITIONS IN FLOOR MATERIALS. PROVIDE FLOOR LEVELING COMPOUND FOR FLUSH TRANSITIONS BETWEEN FLOOR MATERIALS, CENTER STRIP IN DOORWAY BETWEEN ROOMS. Q. EXPOSED CONCRETE FLOOR SLABS NOT SCHEDULED TO RECEIVE A FINISH SHALL RECEIVE A HARDENER DENSIFIER UNLESS NOTED OTHERWISE. 1 iE.VIEVYFD FOR )DE COMPLIANCE APPR0ITIEr) City :Cl�U4A ABBREVIATIONS: '; (BUILDING _T?Iltt, APC AWP CG CPT CUR CWT CONC FRP FWP FT G GWB MBD PLAM PT RAF RB RF SC SCF SCW SS TBD VWG WB WD WS ACOUSTICAL PANEL CEILINGS ACOUSTICAL WALL PANEL CORNER GUARD CARPET CURTAIN CERAMIC WALL TILE CONCRETE FIBERGLASS REINFORCED PANEL FABRIC WRAPPED PANEL 7..::: '+ FLOOR TILE GROUT GYPSUM WALL BOARD MARKERBOARD PLASTIC LAMINATE PAINT RUBBER ATHLETIC FLOORING RESILIENT BASE RESILIENT FLOORING SECURITY CEILING SPECIALTY FLOOR COATING SPECIALTY WALL/CEILING COATING SOLID SURFACE TACKBOARD VINYL WALL GRAPHIC WOOD BASE WOOD WOOD STAIN REGISTERED ARCHITECT /6 ERICA END STATE OFJANE WASHINGTON TUKWILA JUSTICE CENTER CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03.15.19-ADD-5 8 04.02.19-ADD-8 73-17158-00 COLOR & MATERIAL SCHEDULE A0.2 2 0 E C:Revit173-17158-00 TJC AR 2018 Cent 5/24/2019 12:13:13 PM MATCHLINE - AREA B / A1.1 B A6 } >5 YL LW1a!- 2"I I- 22' 6" 5' 2, 8'-0" 129, 7„ 17' 10" ° KENNE • FD S4.1b HEMICAL <A156> 6' 6" K9 <A153> 14 63'-2" 12' 2" 28' 6" STAFF STAIR S6.2 6'-1 29-8 D _-_ CIRCULATION S,' <A1A8 41 9\ SWAT & CDU GEAR <A155> 19'-0" 54.2 35 ARMORY <A144> VESTIBULE I <A133> .D 8 6" LARGEEVIDENC <A136> S6.2 ) TYP. 35 22' 6" FD RIFLE /GUN I CLEANING L Z� FLOOR PLAN, FIRST LEVEL - AREA A NORTH SCALE. 1/8" = 1-D" EQUIPMENT <A152> 10' 2" CHARGING EVIDENCE <A137> 12'-2" 7' 5 3/4 WAITING Al - INTERVIEW q+ <A103 A704 INTERVIEW <A104> 56.2 CA) <A105> SOFT INTERVIEW S4 2 A1p6 <A106) "I 8 J. &6 - WC <Ai49 •FD 8 - 7" 1 A61+2" 8' 43/4" 2"-10 BRIEFING <A147> NO FLOOR TRACK @ OPENING 2414. 12 24 CIRCULATION 8 01/2" * f� EVIDENCE 2 LOCKERS <A134> 1' 8" Wta` 13 - 0" 25'-0" S6.2 0 00 1. S4.1 ; • SOT MEETING ROOM ',I <A111> PATROL COMMAND A172> S4.4' 0' 10'-10" 9'-5" CIRCULATION A116> Ew 2 MONEY CABINET •FD 1 FRIDGE <A139> , �-.,-.,': A140> TYP. A129 S COPY <A129 9'-4" Sd.11 P2 1 P2 INTERVIEW <A128> P2 P2 INTERVIEW CA127 > P2 S61 '. GUNS CABINET <A141> PROPERTY STORAGE CABINET /4' <A142> S6.2 56.2 DRUGS <A143> 8' S62 C" g� OPEN OFFICE <A130> 31 104' 3" 30-T' - 17'-4" � 19'-6" S6.2- S4 2- IDF <A113> So S6.2 43/4" S62_ BOOKING AREA <A123> 11'-0" N FD HOLDING A124> 104' 3" M&— SENIOR MANAGER <4114. o L544.:- N JV HOLDING <A122> 1/ • Po A122 S62 • FD VESTIBULE '., <A120> WOMEN'S TOILET - - • A10 RECORDS , S63 = ] 1 STORAGE II S4 1 RECORDS OPEN OFFICE <Ai 17 MEN'S TOILET • <A1 JERKS WINDOW <A110> RECORDS LOBBY <A100> S62 21S6.2, FINGERPRINT <A109> 1 S6.2 -S42-I �0$�` 12' 0" COPY (A10b> 9'-61/2" bl EGRESS STAIR 10' 2" 11'-3/" MDF <A107> N CHI. LEGEND NOTES 1 FURNITURE, FIXTURES AND EQUIPMENT (FF&E) SHOWN DASHED - N.I.C. - PROVIDED BY OWNER INCLUDES, BUT NOT LIMITED TO THE FOLLOWING: TABLES, CHAIRS, DESKS, CONFERENCE TABLES, FILING CABINETS, BOOK SHELVES, STORAGE SHELVING, MARKER/TACKBOARDS, SYSTEM FURNITURE, COPY MACHINES, VENDING MACHINES, COMPUTERS, ETC. 2 DUTY BAG LOCKERS 36"W x 24"D x 72" H, VENTILATED AND WITH QUAD POWER OUTLET. REFER TO SPECIFICATIONS 3 GUN LOCKER -4 COMPARTMENT SURFACE MOUNTED 4 UNIVERSAL WEAPONS RACK / LOCKERS 45H x 42W x 17D 8 SINGLE -TIER WARDROBE LOCKER 241W x 24"D WITH INTEGRAL BENCH 12 FIXED WOOD PANELS (WD-8) 13 ACOUSTICAL WALL PANELS 14 OPERABLE PARTITION WALL 15 ADA DOOR ACTUATOR 16 SLOPE FLOOR TO DRAIN 17 STRUCTURAL SYSTEM 18 TRENCH DRAIN, RE: PLUMBING DWGS 19 MOP SINK, PER PLUMBING DWGS 20 CONCRETE -FILLED STEEL PIPE BOLLARD 21 BIKE RACKS 22 DETENTION WALL MOUNTED BENCH 23 BENCH 25 NOT USED '', 27 METAL DETECTOR(N.IC.) 28 HUB TRELLIS ABOVE, PER RCP 29 ROOF ACCESS LADDER 30 DETENTION FLOOR BOLTED STAINLESS STEEL TABLE 31 WALL MOUNTED SHELF 8"D., MOUNTED 6'-0" A.F.F. 32 GUN LOCKER - 2 COMPARTMENT SURFACE MOUNTED 33 VENTILATED SIX TEIR INDUSTRIAL LOCKERS 35 STAINLESS STEEL GROMMET LOCATION REVIEWED FOR--; CODE COMPLIANCE APPROVED ' 9 2)12CS�c City of Tukwila BUILDING DIVISION KEY PLAN C CITY OF TUKWILA REGISTERED ARCHITECT m 0 0 mSS F- o -- CONFORMED SET Issue Date - 05.10.2019 Revisions 5 031519-ADD-S 8 04.02.19-ADD-8 019 042919- RFI 019 73-17158-00 FLOOR PLAN, FIRST LEVEL - AREA A A1.1A LEGEND NOTES ai sschmitz.rvt 0 a O N U /n 14 13 MATCHLINE - AREA C / A1.1 C -4 VESTIBULE <B119> STAFF STAIR S2 _ MATCHLINE - AREA A / A1.1A O W1a FLOOR PLAN, FIRST LEVEL - AREA B 18'-0" 1/2" 4'-2" 43' 0" 6,-4"!. 541b''. -"J 54.1b >11 1I LL LCC EOC MANAGER 1 �" KB114> I S6 2 I 33' - 5" �J 104'-3" 13'-3" CE 10' 6" 53'-51/4 i __... 21' 71/4" 7'-1" 1;'_3., PROBATION STORAGE L104 COURTS STORAGE 0.105 SMALL CONFERENCE $ (8106> TV S6.2 CIRCULATION B103� — ',, S62 i S62 <B111> S62 A - 8,106 0— i6 h 10 -53/4" 7'- 3314" 2,- 61t 13-3;_ ,,, 5- 6't T- $11 FEC-1 — 8 1/2 C RCULATION LO 9 1462— �BS62 S62f S6 Y,.; IH.- 35 a.,_ STifl CIr 8' CONE A BD (B103> S6.2 I LOUNGE WELLNESS a 1 a116} (B117) IS62I,,. S43 (7_,r_ S43 ELEVATOR ACHINE ROOM 6'-5 / 5 3/4 f ADA SHOWER (8113 \ I .FD QUIET ROOM \ I 9811� I 10'-1" 1a S4.1 56.2 ml 6 I 1 3/4" COMMS/CONF o" 81/2' 81)0 8 MBD TV S621 104' 3" N �� EOC STORAGE'r 0t 810> CHAIR &TABLE S42 STORAGE 15' - 6" S62 S41 20'-9" S4 1 TV EOC <6107 47'-6" 8' MBD 8' MBD CONE B <8102> S6.2, TV LOBBY to (3100> 8 Q C a I 12 \)Vk403� I'L-_ SCALE. 1/8" = 1' 0" NORTH 1 FURNITURE, FIXTURES AND EQUIPMENT (FF&E) SHOWN DASHED - N.I.C. - PROVIDED BY OWNER INCLUDES, BUT NOT LIMITED TO THE FOLLOWING:TABLES, CHAIRS, DESKS, CONFERENCE TABLES, FILING CABINETS, BOOK SHELVES, STORAGE SHELVING, MARKER/TACKBOARDS, SYSTEM FURNITURE, COPY MACHINES, VENDING MACHINES, COMPUTERS, ETC. 2 DUTY BAG LOCKERS 36"W x 24"D x 72" H, VENTILATED AND WITH QUAD POWER OUTLET. REFER TO SPECIFICATIONS 3 GUN LOCKER -4 COMPARTMENT SURFACE MOUNTED 4 UNIVERSAL WEAPONS RACK / LOCKERS 45H x 42W x 17D E1 . N AS 'Rs.: L7-'E 6 HEAVY-DUTY METAL SHELVING, OECI 8 SINGLE -TIER WARDROBE LOCKER 24"W x 24"D WITH INTEGRAL BENCH SI -TI ' LO 12 FIXED WOOD PANELS (WD-8) 13 ACOUSTICAL WALL PANELS 14 OPERABLE PARTITION WALL 15 ADA DOOR ACTUATOR 16 SLOPE FLOOR TO DRAIN 17 STRUCTURAL SYSTEM 18 TRENCH DRAIN, RE: PLUMBING DWGS 19 MOP SINK, PER PLUMBING DWGS 20 CONCRETE -FILLED STEEL PIPE BOLLARD 21 BIKE RACKS 22 DETENTION WALL MOUNTED BENCH 23 BENCH 27 28 29 30 31 32 33 METAL DETECTOR (N.I.C.) HUB TRELLIS ABOVE, PER RCP ROOF ACCESS LADDER DETENTION FLOOR BOLTED STAINLESS STEEL TABLE WALL MOUNTED SHELF 8"D„ MOUNTED 6'-0" A.F.F. GUN LOOKER -2 COMPARTMENT SURFACE MOUNTED VENTILATED SIX TEIR INDUSTRIAL LOCKERS 35 STAINLESS STEEL GROMMET LOCATION REVIEWED FOR C ,OE COMPLIANCE f(PPROVEO.. E7 101. "1' Tukwila DIVISI' ) O U J 0 REGISTERED ARCHITECT ERICA LOYND STATE OF3ANE WASHINGTON CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 8 040219-ADD-8 73-17158-00 FLOOR PLAN, FIRST LEVEL - AREA B A1.1B C \ReviP73-17158-00TJC_AR_2018_Central_ssch mitz. rvt 5/24/2019 12:13:20 PM ,414 26' - 1 1/2" 14' 0" 16'-01/4" MECH S62 clii> 12'- 1112' 1 2,4 A6. TYP. ELECTRICAL <C128> EMERGENCY ELECTRICAL <C129> CHAMBERS <`C20. PRO TEM COPY SIM. <C121, 'W1a 26 TYP. 'MATCHLINE - AREA B / A1.1B FLOOR PLAN, FIRST LEVEL - AREA C SCALE: 1J8" = 1'-0" NORTH 19' - 1" .- 0 118' - 3" 48'-91/2" ......._. ......... .... 22'-11" 14' 8" W2 32' - 0" TYP. TV ''.. 56.2 HOLDING FEC- <C136> - ----- FD<d Epe GROUP HOLDING''. GROUP HOLDING <C138> ', <C137 VESTIBULE S4A ' <C1181y' PROBATION MANAGER [ S4.4 i IS4.4} EEC S4.4 S4.Ss 11'- 11 1/2" COURTS S� 4.1 0'-3" 11-10 JURY INT <C118> <C107>1 . S6.2 54.41. 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COLLECTIONS " ! 34 III I_S6.2 S41 I 0 J 0 12' 0" S4 16.5 bOt) LEGEND NOTES 1 FURNITURE, FIXTURES AND EQUIPMENT (FF&E) SHOWN DASHED - N.LC. - PROVIDED BY OWNER INCLUDES, BUT NOT LIMITED TO THE FOLLOWING TABLES, CHAIRS, DESKS, CONFERENCE TABLES, FILING CABINETS, BOOK SHELVES, STORAGE SHELVING, MARKER/TACKBOARDS, SYSTEM FURNITURE, COPY MACHINES, VENDING MACHINES, COMPUTERS, ETC. 2 DUTY BAG LOCKERS 36"W x 24`D x 72" H, VENTILATED AND WITH QUAD POWER OUTLET. REFER TO SPECIFICATIONS 3 GUN LOCKER - 4 COMPARTMENT SURFACE MOUNTED 4 UNIVERSAL WEAPONS RACK / LOCKERS 45H x 42W x 17D 8 SINGLE -TIER WARDROBE LOCKER 24'W x 24"D WITH INTEGRAL BENCH • 51 LE-T R LO ER 4"W 4 D 10 ALLMOU DCuU TE'TOP ( S-1)20'D„ NOUN D3'-0 A.F.F. 12 FIXED WOOD PANELS (WD-8) 13 ACOUSTICAL WALL PANELS 14 OPERABLE PARTITION WALL 15 ADA DOOR ACTUATOR 16 SLOPE FLOOR TO DRAIN 17 STRUCTURAL SYSTEM 18 TRENCH DRAIN, RE: PLUMBING DWGS 19 MOP SINK, PER PLUMBING DWGS 20 CONCRETE -FILLED STEEL PIPE BOLLARD 21 BIKE RACKS 22 DETENTION WALL MOUNTED BENCH 23 BENCH 27 METAL DETECTOR (N.I.C.) 28 HUB TRELLIS ABOVE, PER RCP 29 ROOF ACCESS LADDER 30 DETENTION FLOOR BOLTED STAINLESS STEEL TABLE WALL MOUNTED SHELF 8"D., MOUNTED 6'-0" A.F.F. 2 GUN LOCKER - 2 COMPARTMENT SURFACE MOUNTED 3 VENTILATED SIX TEIR INDUSTRIAL LOCKERS ID C•-ATE' •P CANOPY REVIEWED FOR CODE COMPLIANCE APPROVED -SUN 2 ) i 21199 City of Tukwila BUILDING DIVISION I KEY PLAN TUKWILA JUSTICE CENTER CITY OF TUK CONFORMED SET Issue Date - 05.10.2019 Revisions 8 04.02.19-ADD-8 019 04.29.19 - RFI 019 73-17158-00 FLOOR PLAN, FIRST LEVEL - AREA C A1.1C MATCHLINE - AREA B / A1.2B 0 >53 • frx co I 22'-6" 6' 0" ACCREDITATION WORKROOM <A230> S62 PSU COMMANDER <A231> 431 9— >' A231 56.2 23'-6" PSU OPEN OFFICE <A228> S41b, I S621 CU EQUIPMENT <A225> ALIGN S62 S4 2 STAFF HALL m <A226> 8 6" COPYIWORKROO <A227> 14 63'-2" 12' • 2" 4 0" x 4'-0 6,. • 10' 2' ADMIN 8,..g'', COMMANDER <A236> IDE <A224> °' A 27 4 /047 11' 11" CHIEF OF POLICE <A237> N' DEPUTY CHIEF OPERATIONS <A238> to SECURE STORAGE <A240> A240 b C• "Y/ ORK OOM A239 10'-0" _ 8'-7" POLICE ADMIN OFFICE <P235 A2 - 6 _I S4.5 trx- _ S6.2 PHONE <A234> 10' 5 112" WC <A242) FD• < t� A241 D'C--' p(A242 8' 71/4" 1' 5 8'-41/2" S6,2 J \V/ 32 SGT MEETING ROOM <A222> INVESTIGATION COMMANDER A220> 14'- 71" J 10' 8" f 9 8' 15 - 2" MCU OPEN OFFICE <A223> 35 -22", 6'-0"- 4'-0 >� 0 8'-0" MAJOR CASE CONFERENCE <A221> •FD JAN <A218> ACT SECURE FILES/EOPT A219 ''. S6 2 '': S6.2 ACT OPEN OFFICE . MEM 6'-0".... -0i 12' 2' FLOOR PLAN, SECOND LEVEL - AREA A SCALE: 1/8" = 1'-0" NORTH 12'-0" ; 4' 83'-6" W1a 28'-6" 8'-0" .4'-0" '-0 I CO S6 2 STAFF HALLWAY (A200> 0 0 Cl O f j-42 S6 2 56.2 • S4.2, o o - 0' @ 2,-0„ 3 PO LCKR IU..-_._.-._.._,. _,.. FEMAK_ALE 203 LOCKSR$+ 3 PO LCKR 13' - 10'1/4" PO KC IQR .13 CIVILIAN =8 2"'': ADA_, 33'-4" 2',81/2',2 9�, 5'-0" 4'-!0" 14'-6" I S4.2 JS42 42'— '- ADA .. ,6' - 0" @ 2'-0", 3 PO LCKR MALE LOCKERS <A205> 38'-11 PO LCKR =96 CIVILIAN =8 ‘a 12 0" @ 2 0' EA r 6 PO LOCKERS (TYP.) i "? 03 S6 2 DF �rS621 8 7" 2' 0" _ 8, - 10" STAFF HALLWAY Sf 2 <A201> - S6 2 .':. S6.2] INVESTIGATIONS ECH LAB (A216> 54.2 A216 TEAM AREA <A215> SPECIAL OPS AS COMMANDER <A214> 8'-0„ , 4 -0„ ,-2r r2 9„ 6'-U" 18'-0„ 0-2"- 4-2 -10 • 167'-5" f 0 31 A211,D QUIET ROOM <A211> CLOT CPT OPEN OFFICE A213> 25'-6" t 4'- 0" 54' 11" 0 SEE A4.1 - ROOF PLAN AND TYPES 10' 0. @ 1' S4. -3" EAR tb 8 CIVILIAN LOCKERS 18' 0" @ 2' 0" EA 9 PO LOCKERS (TYP.) 7 PO LCKR @ 21-0" EA p PO LOCKERS @ 2-0" EA 2, 0„ 46' - 4" CH CHA 2 20' 2" 22' 5" RIG, OFCI -- EXERCISE <A207> DT ROOM <A208) 1' - 4 1/4'j 6' H WALL PADSIT U 13 W4 14 4 LEGEND NOTES 1 FURNITURE, FIXTURES AND EQUIPMENT (FF&E) SHOWN DASHED - N.LC. - PROVIDED BY OWNER INCLUDES, BUT NOT LIMITED TO THE FOLLOWING: TABLES, CHAIRS, DESKS, CONFERENCE TABLES, FILING CABINETS, BOOK SHELVES, STORAGE SHELVING, MARKER/TACKBOARDS, SYSTEM FURNITURE, COPY MACHINES, VENDING MACHINES, COMPUTERS, ETC. 2 DUTY BAG LOCKERS 36"W x 24"D x 72" H, VENTILATED AND WITH QUAD POWER OUTLET, REFER TO SPECIFICATIONS 3 GUN LOCKER - 4 COMPARTMENT SURFACE MOUNTED 4 UNIVERSAL WEAPONS RACK! LOCKERS 45H x 42W x 17D E- LA - R W • "D 8 SINGLE -TIER WARDROBE LOCKER 24'W x 24"D WITH INTEGRAL BENCH 1 - H-I-'SI ' TO 12 FIXED WOOD PANELS (WD-8) 13 ACOUSTICAL WALL PANELS 14 OPERABLE PARTITION WALL 15 ADA DOOR ACTUATOR 16 SLOPE FLOOR TO DRAIN 17 STRUCTURAL SYSTEM 18 TRENCH DRAIN, RE: PLUMBING DWGS 19 MOP SINK, PER PLUMBING DWGS 20 CONCRETE -FILLED STEEL PIPE BOLLARD 21 BIKE RACKS 22 DETENTION WALL MOUNTED BENCH 23 BENCH 25 NOT USED 27 METAL DETECTOR(N.I.C.) 28 HUB TRELLIS ABOVE, PER RCP 29 ROOF ACCESS LADDER 30 DETENTION FLOOR BOLTED STAINLESS STEEL TABLE 31 WALL MOUNTED SHELF 8"D., MOUNTED 6'-0" A.F.F. 32 GUN LOCKER -2 COMPARTMENT SURFACE MOUNTED 33 VENTILATED SIX TEIR INDUSTRIAL LOCKERS 35 STAINLESS STEEL GROMMET LOCATION CANOPY D\A REVIEWED FOR CODE COMPLIANCE! APPROVED JtiN 2 3 201q City of Tukwila BUILDING DIVISION KEY PLAN A Architecture Engineering Plan TUKWILA JUSTICE CENTER CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 8 0402.19 - ADD-8 019 04.29.19- RE! 019 032 05.15.19-RFI032 047 05.2019-RFI047 73-17158-00 FLOOR PLAN, SECOND LEVEL - AREA A A1.2A C:112evit173-17158-00TJCAR2018CentraLsschmitz.rvt 2 a c>" NORTH C12) ED CD >1, 44 FLOOR PLAN, SECOND LEVEL - AREA B A /047\ F. 24' - 6 3/4" 21 22, - 2'. 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REFER TO SPECIFICATIONS 3 GUN LOCKER -4 COMPARTMENT SURFACE MOUNTED 4 UNIVERSAL WEAPONS RACK / LOCKERS 45H x 42W x 17D 5 EVIDENCE PASS -THROUGH LOCKERS 6 HEAVY-DUTY METAL SHELVING, OFCI 7 BSEINNGLHE-TIER LOCKERS 15'W x 15"D 8 SINGLE -TIER WARDROBE LOCKER 24'W x 24"D WITH INTEGRAL C 9 SINGLE -TIER LOCKERS 24"W x 24" D 10 WALL MOUNTED COUNTERTOP (SS-1) 2'-0" D, MOUNTED 3'-0" A.F.F. 11 HIGH -DENSITY STORAGE SYSTEM 12 FIXED WOOD PANELS (WD-8) 13 ACOUSTICAL WALL PANELS 14 OPERABLE PARTITION WALL 15 ADA DOOR ACTUATOR 16 SLOPE FLOOR TO DRAIN 17 STRUCTURAL SYSTEM 18 TRENCH DRAIN, RE: PLUMBING DWGS 19 MOP SINK, PER PLUMBING DWGS 20 CONCRETE -FILLED STEEL PIPE BOLLARD 21 BIKE RACKS 22 DETENTION WALL MOUNTED BENCH 23 BENCH 24 FITNESS EQUIPMENT - N.I.C. 25 NOT USED 26 DOWNSPOUT 27 METAL DETECTOR (N.I.C.) 28 HUB TRELLIS ABOVE, PER RCP 29 ROOF ACCESS LADDER 30 DETENTION FLOOR BOLTED STAINLESS STEEL TABLE 31 WALL MOUNTED SHELF 8D., MOUNTED 6'-0" A.FE. 32 GUN LOCKER - 2 COMPARTMENT SURFACE MOUNTED 33 VENTILATED SIX TEIR INDUSTRIAL LOCKERS 34 SOLID SURFACE COUNTERTOP 35 STAINLESS STEEL GROMMET LOCATION CODEI - ,\ COMPLIANCE City of Tukwila BUILDING DIVISION C . KEY PLAN A CANOPY Architecture Engineering Planning ashington corporatton, ALL RIGHTS RESERVED © 2019, DLR Gro TUKWILA JUSTICE CENTER CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 047 05.2019 RFI 047 73-17158-00 FLOOR PLAN, SECOND LEVEL - AREA B A1.2B w�ww�'Nr evit\73-17158-00 TJC AR 2018 Ce 2019 12:13:36 PM O 21 , EVIDENCE WORK COUNTER & BASE CABINETS a LARGE EVIDENCE <A136- HAINLINK LARGE EVIDENCE CAGES OVERHEAD DOOR OPEN SHELVING, OFCI 1/8" / 1'-0' 36 — PROVIDE EXHAUST ARM IN ROOM DUTY BAG LOCKERS 1/8" / 10" DRIVE-IN DROP OFF AREA OPEN SHELVING, OFCI SINK WITH EYE WASH S EVIDENCE LAB KA138> EVIDENCE <A137> 24 25 BAG & TAG WORK COUNTER & BASE CABINETS TYP 14 (6) 22 IDE PASS-THRU CABINTS TYP. EVIDENCE LOCKERS <A134> I=1 PERSONNEL FILE STORAG EW-1 (1) 36" WIDE TEMP. 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WALL MOUNTED SS DETENTION GRADE BENCH, TYP @ ALL - -- HOLDING i 2 A125 BOOKING AREA <A123> D Q P1 . HOLDING ',. <A125> P2 FD FD S A124 HOLDING P2 } P2 A123' 15` JV HOLDING Ai22> FD P2 P2 ;\ JV BOOKING A120 56.2 ,/� WALL MOUNTED SS i COUNTER S62 3 VESTIBULE <A120> FD S6.2 S6 1 S6.2' LEGEND NOTES 1 FURNITURE, FIXTURES AND EQUIPMENT (FF&E) SHOWN DASHED - N.I.C. - PROVIDED BY OWNER INCLUDES, BUT NOT LIMITED TO THE FOLLOWING:TABLES, CHAIRS, DESKS, CONFERENCE TABLES, FILING CABINETS, BOOK SHELVES, STORAGE SHELVING. MARKER/TACKBOARDS, SYSTEM FURNITURE, COPY MACHINES, VENDING MACHINES, COMPUTERS, ETC. 2 DUTY BAG LOCKERS 36"W x 24"D x 72" H, VENTILATED AND WITH QUAD POWER OUTLET. REFER TO SPECIFICATIONS 3 GUN LOCKER -4 COMPARTMENT SURFACE MOUNTED 4 UNIVERSAL WEAPONS RACK / LOCKERS 45H x 42W x 170 5 EVIDENCE PASS -THROUGH LOCKERS 6 HEAVY-DUTY METAL SHELVING, OFCI 7 SINGLE -TIER LOCKERS 15"W x 15"D 8 SINGLE -TIER WARDROBE LOCKER 24"W x 24"D WITH INTEGRAL BENCH '.. 9 SINGLE -TIER LOCKERS 24'W x 24" D 10 WALL MOUNTED COUNTERTOP (SS-1) 2'-0" D„ MOUNTED 3'-0" A.F.F. 11 HIGH -DENSITY STORAGE SYSTEM 12 FIXED WOOD PANELS (WD-8) 13 ACOUSTICAL WALL PANELS 14 OPERABLE PARTITION WALL 15 ADA DOOR ACTUATOR 16 SLOPE FLOOR TO DRAIN '.... 17 STRUCTURAL SYSTEM 18 TRENCH DRAIN, RE: PLUMBING DWGS 19 MOP SINK, PER PLUMBING DWGS 20 CONCRETE -FILLED STEEL PIPE BOLLARD 21 BIKE RACKS 22 DETENTION WALL MOUNTED BENCH 23 BENCH 24 FITNESS EQUIPMENT - N.I.C. 25 NOT USED 26 DOWNSPOUT 27 METAL DETECTOR (N.I.C.) 28 HUB TRELLIS ABOVE, PER RCP 29 ROOF ACCESS LADDER 30 DETENTION FLOOR BOLTED STAINLESS STEEL TABLE 31 WALL MOUNTED SHELF 8"D., MOUNTED 6'-0" A.F.F. 32 GUN LOCKER - 2 COMPARTMENT SURFACE MOUNTED �'- 33 VENTILATED SIX TEIR INDUSTRIAL LOCKERS SOLID SURFACE COUNTERTOP 35 STAINLESS STEEL GROMMET LOCATION REVIEWED FOR CODE COMPLIANCE APPROVED City of l-ukwiif. BUILDING DIVISION o%c\. OOM REGISTERED ARCHITECT 1 STATEERICA OF3WASHINGTON LL. 0 CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03.15.19-ADD-5 8 0402.19-ADD-8 73-17158-00 LARGE SCALE PLANS A2.2 A2.2 ; SCALE: 1/4" =1'-0" '., A2 2 SCALE: 114" =1'-0" LEGEND NOTES MATCHLINE — AREA B / A3.1 B 10) 1�9 � 6,% (4) CHEMICAL <AISS _ SWAT REDO GEAR 0.A155i TY RISLEi_GUN , CLEANING J)11 TRAFFIC FILEE AI6 CHARGENG <A146 i WC- ...'WC- < A15A A149 GWB ) GWB 3RI EFINC <Al4 i 04) I EVIDENCE LAB <A138> EVIDENCE <A137> <A134> SOT MEE<ING ROOM APC2- INTERVIEW , A128J } INTERVIE VESTIBULE <A126.> PAIRS COMD t_( / {10:.E_" GWB 110'-0" JAR A154> DF <E_A1,IO i_. SGB-1 R 0 C / CS / (E) APC-3 MEETINOO ), ROOM <'A118} WBMEM TOILET A101d CLERKS WINDOW FINGERPRINT <A 55> APG1. I :GRESS STAIR CA/ MDF <A--10GT IN I'ERVIEW A103 i APC-2 INI'E_R_VIAA <Aj04> APC-2 SOFT ---i=-1N IERVIEW (EA1068 2.,/ TYP. CBB/ JET )) REFLECTED CEILING PLAN, FIRST LEVEL - AREA A Hl Ci 1 OPEN TO STRUCTURE AND UNDERSIDE OF DECK ABOVE 2 SCUPPER AND DOWNSPOUT, FULLY SHROUDED & CLIMB RESISTANT 3 EXPOSED NLT DECK ABOVE 4 4" x 6" WOAD BEAM (WI}S) WITH INTEGRATED LIGHTING. TIP. 5 4" X 6" WOOD BEAMS (WD-5) TVA. (NOT DASHED( 6 H.S.S. BEAM WITH 3/4" WOOD CLADDING (WD,S) 7 ACCESS PANEL.., COORDINATE WITH MECHANICAL. DWGS 8 12'=0" HT X 27'-6" W GYM WALK -DRAW DIVIDER CURTAIN. MANUAL OPERATION REFLECTED CEILING PLAN GENERAL NOTES A REFLECTED CEILING PLAN GENERAL NOTES APPLY TO ALL REFLECTED CEILING PLAN SHEETS. B. ALL CEILING GRIDS/PANELS SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE. C. CEILING HEIGHTS ARE AS NOTED ON THE REFLECTED CEILING PLAN UNLESS NOTED OTHERWISE ALL ELECTRICAL FIXTURES, SPEAKERS, SMOKE AND THERMAL. DETECTORS, MECHANICAL GRILLES, SPRINKLER HEADS ETC. SHALL BE CENTERED BETWEEN CEILING GRIDS UNLESS NOTED OTHERWISE. SPRINKLER HEADS SHALL BE WITHIN A 3" RADIUS CENTERED BETWEEN CEILING GRIDS. E IN ACOUSTICAL CEILING PANELS WITH SCORE IN THE CENTER, CENTER DEVICES REFERENCED IN NOTE D IN ONE HALF OF THE TILE. DO NOT LOCATE ON THE SCORE FOR APC WITH MULTIPLE SCORED PATTERNS, COORDINATE LOCATION WITH ARCHITECT F. PROVIDE SUSPENSION SYSTEM AROUND ELECTRICAL ENDURES, MECHANICAL GRILLES, DIFFUSERS, ETC. AT ACOUSTICAL PANEL CEILINGS G ALL DIMENSIONS ON REFLECTED CEILING PLANS ARE ACTUAL AND ARE TO THE FOLLOWING UNLESS NOTED OTHERWISE 1. FACE OF FINISHED WALL 2- FACE OF FINISHED BULKHEADS 3. CENTERLINE OF COLUMNS IN AREAS WITH EXPOSED STRUCTURE CEILINGS, COORDINATE EXACT LOCATIONS OF MECHANICAL GRILLES, DIFFUSERS, DUCTWORK AND ELECTRICAL FIXTURES WITH EACH RESPECTIVE SUBCONTRACTOR. PAINT BLACK ALL EXPOSED DUCTWORK, PIPING, CONDUIT, FTC UNLESS NOTED OTHERWISE I. ALL WALLS EXTEND TO UNDERSIDE OF DECK EXCEPT THOSE SHOWN SHADED IN WHICH GYPSUM BOARD OR MASONRY EXTENDS MN 4" ABOVE FINISHED CEILING ALL METAL STUDS EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK. J. ALL GYPSUM WALLBOARD CEILINGS TO BE PAINTED FT -A. K. ALL EXPOSED CFII..INE ELEMENTS TO BE PAINTED PT-10. HATCH LEGEND J CANOPY SAAT CEILING FINISH, SEE A0.2 COLOR AND MATERIAL SCHEDULE FOR ADDITIONAL INFO SAAT OCCIIRS IN OPEN -TO -STRUCTURE AREAS AS NOTED SAAT CEILING FINISH, SEE A0.2 COLOR AND MATERIAL SCHEDULE FOR ADDITIONAL INFO SAAT OCCURS ABOVE CLOUD CEILINGS IN OPEN -TO -STRUCTURE AREAS AS NOTED APC-1. SEE A0.2 COLOR AND MATERIAL SCHEDULE FOR ADDITIONAL INFO APC-2. SEE A0.2 COLOR AND MATERIAL SCHEDULE FOR ADDITIONAL INFO APC-3, SEE A0.2 COLOR AND MATERIAL SCHEDULE FOR ADDITIONAL INFO u'IEVuw WI1 r'C)u " k)E, C-CUM) LYAIN(,',7E APCRCDVLIC;I y/^ CY Ty OI N1y14Wdl l' l ,..,m.... . k1lVtlII..I,1tl NG UNVIRI C,ON s`17j rt n,.,/ KEY PLAN A TUKWILA JUSTICE CENTER CITY OF TUKWILA CONFORMED SET Issue Dale - 05.10.2019 Revisions B UAW...A -9 73-17156-00 RCP, FIRST LEVEL — AREA A A3.1A MATCHLINE - AREA B / A3.1 B 0 Ae.:I/ ( 5) (4) 2 (2) 58, ACCREDITATIO 43 WORKROOM A7.2 A230N> SECURE FILES A22E> ,QPV/'Pl9K7^jROO APC-i' l�jA2P 10'-0" MED EQUIPMENT <1A2 \RBI ( T( PSU COMMANDER A231 > APC1 I APC-I 10' 0" CHIEF OF DEPUTY CHIEF POI ICE --- OPERATIONS <A237> \ (.8238> ADMAN -COMMANDER ATe PHON �RIHOW' < A233 `IA234 > APC-2 a APG2 f IV SET MEETING w , 3I4'\<{ ROOM (A3.3/ `\A222> (S APES 4 I SECURE STORAGE A24) 10'-0" WC <A2'41 GWB , INVESTIGATION , ACT SECURE COMMANDER ,_(7(1 " PILOT/EQPT / < A219> 7, REFLECTED CEILING PLAN, SECOND LEVEL - AREA A NORTH APC-1 10' 0" OFF CE .. (,AD APC-3 WC <A242 GWB INVEST G TECH C,,A21 TIONS SPECIALOPS AB 'COMMANDER 88A214 >,. )(K) (H) xS ( E) In COPY QUIETROOM.S20 TR00M 021 A21 " A210 APC3 H IC) \�l 4,A.) LEGEND NOTES 1 OPEN TO STRUCTURE AND UNDERSIDE OF DECK ABOVE 2 SCUPPER AND DOWNSPOUT, FUI LV SHROUDED & CLIMB RESISTANT 3 EXPOSED NTT DECK ABOVE 4 4" x 6" WOOD REAM (WD-5) WITH INTEGRATED LIGHTING TYP 5 4" X 6" WOOD BEAMS (WD-5) TYP (NOT DASHED) 6 H S S BEAM WITH 3/4" WOOD CLADDING (WD-5) 7 ACCESS PANEL, COORDINATE WITH MECHANICAL OWES 8 12'=0" HT X 27'-6" W GYM WALK -DRAW DIVIDER CURTAIN, MANUAL OPERATION ° REFLECTED CEILING PLAN 3II > ;6) GENERAL NOTES A REFLECTED CEILING PLAN GENERAL NOTES APPLY TO ALL REFLECTED CEILING PLAN SHEETS ' B ALL CEILINE GRIDS/PANELS SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE. C. CEILING HEIGHTS ARE AS NOTED ON THE REFLECTED CEILING PLAN UNLESS NOTED OTHERWISE D ALL ELECTRICAL FIXTURES, SPEAKERS SMOKE AND THERMAL DETECTORS, MECHANICAL GRILLES, SPRINKLER HEADS, ETC SHALL BE CENTERED BETWEEN CEILING GRIDS UNLESS NOTED OTHERWISE. SPRINKLER HEADS SHALL BE WITHIN A 3" RADIUS CENTERED BETWEEN CEILING GRIDS. E. IN ACOUSTICAL CEILING PANELS WITH SCORE IN THE CENTER, CENTER DEVICES REFERENCED IN NOTE E IN ONE HAL F OF THE TILE. DO NOT LOCATE ON THE SCORE. FOR APC WITH MULTIPLE SCORED PATTERNS, COORDINATE LOCATION WITH ARCHITECT F PROVIDE SUSPENSION SYSTEM AROUND ELECTRICAL FIXTURES, MECHANICAL GRILLES, DIFFUSERS, ETC. AT ACOUSTICAL PANEL (\ CEILINGS. ILG ALL DIMENSIONS ON REFLECTED CEILING PLANS ARE ACTUAL AND ARE TO THE FOLLOWING UNLESS NOTED OTHERWISE S 1 FACE OF FINISHED WALL 2. FACE OF FINISHED BULKHEADS 3. CENTERLINE OF COLUMNS H. IN AREAS WITH EXPOSED STRUCTURE CEILINGS, COORDINATE EXACT LOCATIONS OF MECHANICAL GRILLES, DIFFUSERS DUCTWORK AND ELECTRICAL FIXTURES WITH EACH RESPECTIVE SUBCONTRACTOR, PAINT BLACK ALL EXPOSED DUCTWORK, PIPING, CONDUIT, ETC. UNLESS NOTED OTHERWISE. ALL WALLS EXTEND TO UNDERSIDE OF DECK EXCEPT THOSE SHOWN SHADED IN WHICH GYPSUM BOARD OR MASONRY EXTENDS MIN 4" ABOVE FINISHED CEILING ALL METAL STUDS EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK. ALL GYPSUM WALL BOARD CEILINGS TO BE PAINTED PT-9 ALL EXPOSED CEILING ELEMENTS TO BE PAINTED PT-10. HATCH LEGEND CANOPY SAAT CEILING FINISH SEE AO2 COLOR AND MATERIAL SCHEDULE FOR ADDITIONAL INFO SAAT OCCURS IN OPEN -TO -STRUCTURE AREAS AS NOTED SAAT CEILING FINISH SEE AD 2 COLOR AND MATERIAL SCHEDULE FOR ADDITIONAL INFO SAAT OCCURS ABOVE CLOUD CEILINGS IN OPEN -TO -STRUCTURE AREAS AS NOTED APC-1, SEE A0.2 COLOR AND MATERIAL SCHEDULE FOR ADDITIONAL INFO APC-2, SEE A0.2 COLOR AND MATERIAL SCHEDULE FOR ADDITIONAL INFO APC-3, SEE A0.2 COLOR AND MATERIAL SCHEDULE FOR ADDITIONAL INFO AERIE D APPROVED J4114 2.8 7u1E E Iy of'T"ACWIVI ;uyO LC28NEx I.31V'IISK;)N C)E�i JA 11 KEY PLAN A TUKWILA JUSTICE CENTER CITY OF TUKW ILA CONFORMED SET Issue Date - 05,10.2E19 Revisions 032 1,5 15 19 RF1032 73-17158-00 RCP, SECOND LEVEL - AREA A A3.2A C:\Revit173-17158-00 TJC AR 2018 Central sschmitz.rvt ROOF TYPE-R1 NOTE. LTTR = LONG TERM THERMAL RESISTANCE. TOTAL SYSTEM LTTR = 38 MINIMUM ROOF TYPE - R3 ROOF TYPES INSULATED ROOF CRICKETS, WHERE OCCUR 60 MIL TPO MEMBRANE, FULLY ADHERED APPROVED TPO ADHESIVE 1/2" COVER BOARD 2" LTTR 11.4 POLYISO 4.5" LTTR 26.8 POLYISO SELF -ADHERED AIR / VAPOR BARRIER 1/2" DENS -DECK COVER 1 1/2" ROOF DECK, SEE STRUCTURAL 60 MIL TPO MEMBRANE, FULLY ADHERED APPROVED TPO ADHESIVE SELF -ADHERED AIR / VAPOR BARRIER 1/2" DENS -DECK COVER 1 112" ROOF DECK, SEE STRUCTURAL 0:U '',.... ROOF TYPE - R2.4 / R2-6 NOTE: LTTR = LONG TERM THERMAL TESISTANCE. TOTAL SYSTEM LTTR = 38 MINIMUM INSULATED ROOF CRICKETS, WHERE OCCUR 60 MIL TPO MEMBRANE, FULLY ADHERED APPROVED TPO ADHESIVE 1/2" COVER BOARD -- 2" LTTR 11.4 POLYISO 4.5" LTTR 26.8 POLYISO - SELF -ADHERED AIR / VAPOR BARRIER 2" PLYWOOD SHEATHING, SEE STRUCTURAL 2x4" NLT ROOF DECK AT R2-4, SEE STRUCTURAL [2x6" NLT ROOF DECK AT R2-6. SEE STRUCTURAL] SCALE: 1 1/2" = 1'-0" 5/24/2019 12:13:57 PM 116'-21/2" NORTH 1 CC CC 128' 6" --- 1/8" / 1' 0' 44' % 3.1/2"_. 41' - 10" 116'-8" 128' - 6" j5)12" 15' 8' OVERALL ROOF PLAN SCALE: 1/16" = 1'-O" 411. 42" GUARD 1 - 10' 6".__. _. 7'-6". VIF 9'-0" VIF R2-6 114 ELEVATOR P H. 129' - 3" 1/4" / 1'„0' 120'-0 33 TYP. A4.2 air 5' - 10 1/2 115'-6" 1/4" / 1-0"i F 4x4 -1111 1/2'"9'- 21/2"9- 01/2" 10'- 51/2 C 29'-6` 4x4 128' - 6" 115' - 6"� 18 115'-6" 120'-0 1/4" / 1'-0" 133'-0" 133' - 0" 120' - 0". 0 O A. 8. LEGEND NOTES ROOF PLAN GENERAL NOTES ROOF PLAN GENERAL NOTES APPLY TO ALL ROOF PLAN SHEETS. MOST ROOF SLOPES ARE CREATED BY SLOPING THE ROOF STRUCTURE. SEE STRUCTURAL DRAWINGS FOR ELEVATIONS OF THE HIGH AND LOW POINTS TO DETERMINE PROPER TAPER IN INSULATION, ROOF CRICKETS INDICATE TYPICAL LOCATIONS WHERE TAPERED INSULATION IS PROVIDED. TAPERED INSULATION SHALL PROVIDE A MINIMUM OF 1/4-INCH PER FOOT OF SLOPE TO ROOF DRAINS, UNLESS NOTED OTHERWISE. C. ALL ROOF CURBS TO BE A MINIMUM OF 8" ABOVE ROOFING LEVELS. PROVIDE TAPERED INSULATION ROOF SADDLES AT ROOF CURBS TO PROVIDE APPROPRIATE DRAINAGE. D. SEE STRUCTURAL FOR FRAMING AROUND ROOF PENETRATIONS. E. COORDINATE THE SIZE AND LOCATION OF ROOF PENETRATIONS FOR MECHANICAL AND ELECTRICAL EQUIPMENT. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR PENETRATIONS NOT SHOWN ON A4 SHEET SERIES. F. FLASH DRAINS, CURBS, VENTS AND STACKS PER MANUFACTURER'S RECOMMENDATIONS IF DETAIL NOT SHOWN ON PLANS. G. NO ROOF PENETRATIONS ALLOWED WITHIN 4'-0" EACH SIDE OF 2- HR FIREWALL. SEE CODE PLAN FOR WALL LOCATIONS. H. SHADED AREAS INDICATE TAPERED INSULATION. TAPERED INSULATION SHALL PROVIDE A MINIMUM OF 1/4-INCH PER FOOT OF SLOPE TO ROOF DRAINS LEGEND 9o4i < -- FIELD VERIFY DRAIN LOCATIONS ROOF CRICKET WITH POSITIVE SLOPE TO DRAIN, SEE NOTE 'B', ABOVE. FIELD VERIFY ALL LOCATIONS WITH ROOF DRAIN LOCATIONS, TYPICAL. 1/4" / 1'-°" ROOF SLOPE INDICATOR FOR REFERENCE --------......_.- ONLY, SEE STRUCTURAL FOR ALL DECK SLOPE ELEVATIONS. 0 CANOPY FALL ARREST POST, SEE STRUCTURAL FOR EXACT LOCATIONS ROOF WALK PADS TO EQUIPMENT / ACCESS POINTS AS SHOWN, FIELD VERIFY LOCATIONS REVIEWED FOR CODE COMPLIANCE. :APPRr,,.vEr City OP ..'i taxvvii2 BUILDING (VISION KEY PLAN A 8 0 ure Engineering Planning In REGISTERED ARCHITECT /1 ERICA LOYN STATE OFTANE WASHINGTON ry CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 4 03.13.19 - ADD4 5 03.15.19-ADD-5 032 05.15.19 - RR 032 73-17158-00 ROOF PLAN AND TYPES A4.1 JC_AR_20s_Cen a_s.hmltz.v 11) .--( 9) -(10) % Vela ?RIM §ffi'T NNE' U/Yr;:4'//at%J2 l iG,".. U/1r 1;''llf �llSti'i7,rrU/er III VV S.1A al EYY11 5155 MMl1Y,l'dla'/EVI (11 EAST - B/C P33a3 5,235,554533z5 1l P/U.R/N/k542VI. HORIZONTAL REVEAL TOP --- VERIIGALREVEAL,TYP. (2) )4( )) TYP. � 3 CD) 1G5 JLELL C5� AMMO ThT.11'/.E 0:44o0 TYP. )i) TYP. S.2C TOP. 0 l (( —TOP. LOW ROOF 126 C CAP 118' 0" ROOF Leve102 3'-2 4l Level 01 100-0" A5.1 - SCALE'. 1/8" = 1'-0" Al (e) NORTH - C )F 1 L G) 45545) Leve102 113'-6" eov06 T SCALE'. 1/8" =1-0" ( .) WEST - B/C t8) (16b) )15 ti/ (3 1) l 90) 15) IS TOP. 49> r 13) 3-41 1,1 III .I I, II S3A $Wa''1 NOM, - 3) SOUTH - C SCALE: 1/B" = 1'-0" (P) (N) 55331 105'm_ m6'-a" -_-I LO RO26' OFR' CAP ROOF 118'-0" 11 I III Level 02 113'- 8" I..evel 0l _� 10P-0" SCALE 1/8"=1'-0" LEGEND NOTES EXTERIOR LEGEND NOTES A EXTERIOR METAL PANEL COLOR W1L15/3/4_ TERRACOTTA 1. EXTERIOR SCUPPER AND DOWNSPOUT COLORS: MATCH ADJACENT 2. PARAPETS AND COPINGS. MATCH ADJACENT BELOW B. EXTERIOR INSULATED METAL. PANEL. COLOR: 1 EXPOSED INSULATED METAL PANELS (AT ROOF TRANSITIONS) W1b'. WHITE 2 BEHIND PERFORATED RAINSCREENS LAT W3/4) BLACK C. EXTERIOR UHPC PANEL COLOR W2: L.T20 D. MISCELLANEOUS FLASHINGS COLOR, 1. AT PUNCHED WINDOWS AND DOORS'. • JAMB/HEAD. BLACK • SILL: MATCH ADJACENT BELOW 2. AT LOBBY STOREFRONTS: BLACK 1 SCUPPER AND DOWNSPOUT, FULLY SHROUDED & CLIMB RESISTANT 2 BUILDING SIGNAGE AND ADDRESS, STAND-OFF LETTERING 12' HIGH, BACKLIT 4 HIGH PERFORMANCE CONCRETE RAINSCREEN PANEL, SEE PLANS FOR WALL TYPES 5 PERFORATED METAL RAINSCREEN PANEL, SEE PLANS FOR WALL TYPES 6 PERFORATED METAL RAINSCREEN ART WALL PANEL, SEE ELEVATION ENLARGEMENT (ADD. ALT) 7 STOREFRONT GLAZING SYSTEM 8 ROOF ACCESS LADDER 9 MECHANICAL EQUIPMENT 10 SKYLIGHT 11 POST -MOUNTED ADA DOOR ACTUATOR 12 GUARD RAIL AT ROOF HATCH 13 WALL MOUNTED LIGHT FIXTURE 14 WEATHER PROOF DUPLEX OUTLET 15 POLE MOUNTED LIGHT FIXTURE 16 OVERHEAD FOLDING DOOR 17 OVERHEAD COILING DOOR iB CANOPY ROOF 19 STEEL COL & CONC PLINTH, SEE STRUC 20 ELECTRICAL PANEL 21 WALL MOUNTED BICYCLE RACK 22 CONCRETE -FILLED STEEL PIPE BOLLARD 23 CONCRETE SCREEN WALL 24 ROOF HATCH 25 WALL LOUVER. SEE MECH 26 DRYER EXHAUST, SEE MECH FZII:;I,VIk' W1717 l"':f1F1 CODE COMPLIANCE LIANCE AJI P'P1OVIEO ➢I.1N 2 ` 2019 hty of Tuk IIa H&1014::, 7NNC" IDEAE'SION CONFORMED SET Issue Date 05.102019 Revisions 73-17158-00 EXTERIOR ELEVATIONS A5.1 C3 EAST - A ROOF LFVEI 131'-0" LOW ROOF 126'-6" CAP ROOF _ i Le1°2 Level 3' - A52 . SCALE_ 1/8" - 1'90" C88� ;3 0"F 31 SOUTH - A �N) Ci--)C") 0 ,4 NORTH - A (BB) LOW(26' ROO6"F CAP 1900E /'�- ,18 0" 1/ Le02 113've12 Leval 0' 00'-0" A5. 2 . SCALE: 1/8" = 1'-0" crIED TYP. (°) (B)^% ROOF131'LEVEL0 " LOW ROOF 126'-6" �J CAP ROOF _LL 118' 0" TYP. Lev0106" 4 �2_ 0/ 713' (3,) TYP. Lee (11 100l 0" 19,)C9 ) WEST - A CO C 0 i9 )4) (3) 08) LOW ROOF 128' 6" CAP ROOF 118' (1" L113'-6"evl 0' 4l Level O, A5.2 ; SCALE: 1/8• =1' 0" LEGEND NOTES EXTERIOR LEGEND NOTES A. EXTERIOR METAL PANEL COLOR WI/la/3/4: TERRA GOTTA 1 EXTERIOR SCUPPER AND DOWNSPOUT COLORS'. MATCH ADJACENT 2. PARAPETS AND COPINGS'. MATCH ADJACENT BELOW B. EXTERIOR INSULATED METAL PANEL COLOR. 1. EXPOSED INSULATED METAL PANELS (AT ROOF TRANSITIONS) W1b. WHITE 2. BEHIND PERFORATED RAINSCREENS (AT W3/4). BLACK C. EXTERIOR UHPC PANEL COLOR W2: LT20 D. MISCELLANEOUS FLASHINGS COLOR'. 1. AT PUNCHED WINDOWS AND DOORS. • JAMB/HEAD' BLACK • SILL' MATCH ADJACENT BELOW 2. AT LOBBY STOREFRONTS'. BLACK 1 SCUPPER AND DOWNSPOUT, FULLY SHROUDED & CLIMB RESISTANT 2 BUILDING SIGNAGE AND ADDRESS, STAND-OFF LETTERING 12" HIGH, BACKLIT' HIGH PERFORMANCE CONCRETE RAINSCREEN PANEL., SEE PLANS FOR WALL TYPES 5 PERFORATED METAL RAINSCREEN PANEL, SEE PLANS FOR WALL TYPES 6 PERFORATED METAL RAINSCREEN ART WALL PANEL. SEE ELEVATION ENLARGEMENT (ADD. ALT) 7 STOREFRONT GLAZING SYSTEM 8 ROOF ACCESS LADDER 9 MECHANICAL EQUIPMENT 10 SKYLIGHT 11 POST -MOUNTED ADA DOOR ACTUATOR 12 GUARD RAIL AT ROOF HATCH 13 WALL MOUNTED LIGHT FIXTURE 14 WEATHER PROOF DUPLEX OUTLET 15 POLE MOUNTED LIGHT FIXTURE • 16 OVERHEAD FOLDING DOOR 17 OVERHEAD COILING DOOR 18 CANOPY ROOF 19 STEEL COL & CONC PLINTH SEE STRUC 20 ELECTRICAL PANEL 21 WALL MOUNTED BICYCLE RACK 22 CONCRETE -FILLED STEEL PIPE BOLLARD 23 CONCRETE SCREEN WALL 24 ROOF HATCH 25 WALL LOUVER, SEE MECH 26 DRYER EXHAUST, SEE MECf4 RIEVOE.WEEFCJf: G63)(!I, LL'VINV''ILIA((0 APPROVED Cdtly G,rd "P'24 8 W It a IND:> 3 VVSU()PN CONFORMED SET Issue Date - 05.10.2019 Revlsionss 31510-nod 73-1715B (00 EXTERIOR ELEVATIONS A5.2 665 ELEVATION - HUB POP-UP NORTH SCALE. 1/8" = 1'-0" ELEVATION - DT WEST SCALE. 1/8" = i' (1" (A) 31 ELEVATION - DT NORTH SCALE 1/8"=1901 (2) ELEVATION - HUB POP UP EAST SCALE: 1/8" = 1' 0" ROOF LEVEL3" .. _0- 1' LOW K) ROOF1L31 EVE0'L 128 LOW ROOF.6'_ AP ROOF 118 LINE OF ROOF ROOFLEVEL LOW R00l/OOF_ 12 CAP118' RO0" ,/OF LINE OF ROOF LOW ROOF..!_ 126'-6" CAP R118 0"O. OF t113evl-028%�. " ( M> ELEVATION - COURT POP UP NORTH ()) (G) SCALE: 1/8" =11.0" (5) 222 18/ 23 , ELEVATION - COURT POP UP EAST CAP ROOF 0 3' 6" SCALE: 1/8"= 1'.0" (G) ELEVATION - COURT POP UP SOUTH M) CAP R118 DO.. OF4 L113 evEI06"2.-, 110 0" Level 02.. •— LINE OF ROOF SCALE: 1/8"= 1'10" 43 ELEVATIO N - COURT POP UP WEST , A5,3 i SCALE. 1/8' 1'-0" CAP ROOF..1'1 Le13'-8vel02 ' LINE OF ROOF LEGEND NOTES EXTERIOR LEGEND NOTES A. EXTERIOR METAL PANEL COLOR WI lv 0/4: TERRA COTTA 1. EXTERIOR SCUPPER AND DOWNSPOUT COLORS'MATCH ADJACENT 2. PARAPETS AND COPINGS MATCH ADJACENT BELOW B. EXTERIOR INSULATED METAL- PANEL COLOR, 1. EXPOSED INSULATED METAL PANELS (AT ROOF TRANSITIONS) W1b: WHITE 2. BEHIND PERFORATED RAINSCREENS (AT W3/4): BLACK C. EXTERIOR UHPC PANEL COLOR W2: LT20 D. MISCELLANEOUS FLASHINGS COLOR: 1. AT PUNCHED WINDOWS AND DOORS'. • JAMB/HEAD; BLACK • SILL: MATCH ADJACENT BELOW 2. AT LOBBY STOREFRONTS'. BLACK i SCUPPER AND DOWNSPOUT, FULLY SHROUDED & CLIMB RESISTANT 2 BUILDING SIGNAGE AND ADDRESS, STAND-OFF LETTERING 12" HIGH, BACKLIT 4 HIGH PERFORMANCE CONCRETE RAINSCREEN PANEL, SEE PLANS FOR WALL TYPES 5 PERFORATED METAL RAINSCREEN PANEL, SEE PLANS FOR WALL TYPES 6 PERFORATED METAL RAINSCREEN ART WALL PANEL, SEE ELEVATION ENLARGEMENT (ADD. ALT) 1 STOREFRONT GLAZING SYSTEM 8 ROOF ACCESS LADDER 9 MECHANICAL EQUIPMENT 10 SKYLIGHT 11 POST -MOUNTED ADA DOOR ACTUATOR 12 GUARD RAIL AT ROOF HATCH 13 WALL MOUNTED LIGHT FIXTURE 14 WEATHER PROOF DUPLEX OUTLET 15 POLE MOUNTED LIGHT FIXTURE 18 OVERHEAD FOLDING DOOR 17 OVERHEAD COILING DOOR 18 CANOPY ROOF 19 STEEL. COI.. & CONC PLINTH, SEE STRUC 20 ELECTRICAL PANEL 21 WALL MOUNTED BICYCLE RACK 22 CONCRETE -FILLED STEEL PIPE BOLLARD 23 CONCRETE SCREEN WALL 24 ROOF HATCH 25 WALL LOUVER, SEE MECH 26 DRYER EXHAUST, SEE MOON V' EVVE'wNtNED C OR ODE COM ONCE APPROVED N 229Ill City of'f L2koMa U00.)(NG >RVVSf(':"YN CONFORMED SET Issue Dale - 05.10,2019 Revisions 73-17158-00 EXTERIOR ELEVATIONS A5.3 W1a j INSULATED CORE METAL —/ WALL PANELS 'SP irk w LOW ROOF 126' - 6" 1-4 _ I MAJOR CASE CONFERENCE EVIDENCE <A137,> (1)cp I : I : I 1:,,W1e 4-1 -- I- - I `4: INSULATED CORE METAL WALL PANES ALUM STOREFRONT VEHICLE CANOPY Lieiv3e1. 062, 40_ Lieve1001 oo, INSULATED CORE METAL — WALL PANELS OH COILING DOOR -I 1 Ji MCU OPEN OFFICE <A223> Eli EVIDENCE 1 \ LOW ROOF _0 126' - 6" 0 CD 4.4 LOW12R60. O6F, 1" INSULATED CORE METAL WALL PANELS Lieive1_062. 3 Level 01 0_ 100' - 0" W1a I I 1 ALUM STOREFRONT ACCREDITATION WORKROOM <A230 > SIM K9 <A153> Level 02 113' - 6" Levelio001 o, SIM PERFORATED RAINSCREEN OVER ALUM STOREFRONT WINDOW A METAL PANEL OVER METALWRAP INSULATED PANEL ALUM STOREFRONT — SIM ! II OW ROOF 126 6" EXPOSED NLT DECK, SEMIGLOSS FINISH STRUCTURAL SUPPORT, PAINTED STRUCTURAL SUPPORT, PAINTED Level 02 113' - 6" STAFF STAIR Level 01 0_ 100' - 0" Alb SI PERFORATED RAINSCREEN OVER ALUM STOREFRONT WINDOW A /Dv\ TICIF W3s> METAL PANEL OVER METALWRAP INSULATED PANEL WI; ALUM STOREFRONT SI 0 A LOW ROOF Ask_ 126' - 6" II,/ — EXPOSED NLT DECK, SEMIGLOSS FINISH I I EXPOSED STRUCTURAL SUPPORT, PAINTED 1 1 1 I I 17 ST964CTURAL SUPPORT, PAtFED BREAK AREA <B118> Level 02 113' -6" Levelr 001 INSULATED CORE METAL WALL PANELS ‘117 ALUM STOREFRONT SIM 1W Level 02 Ai_jjalk_ 113' - 6" REVIEWED FOR CODE COMPLIANCE APPROVES`, 2 !!!P!' C,ity fukwij CUILDING DiVISION DIRECTOR Level 01 _,04 100' - 0" 0 CONFORMED SET Issue Date - 05.10.2019 Revisions 047 05 20,19 RFI 047 73-17158-00 WALL SECTIONS 41 WALL SECTION 6 A7,2,/ SCALE: 3/8" 42 WALL SECTION 7 43 WALL SECTION 8 44 WALL SECTION 9 4 A7.2 SCALE: 3/8" = 1'-0" / SCALE: 3/8" = 1'-0" 45 WALL SECTION 10 \ ' SCALE: 3/8" = 1'-0" A7.2) SCALE: 3/8" = 1.-0" WALL SECTION 11 s lop ic) A7.2 FLASHING AT PARAPET TO END AT Z-CHANNEL PERFORATED RAINSCREEN OVER METALWRAP INSULATED PANEL 15 8" TYP' CAP ROOF 118' - 0" Level 02 113- 6" 12 \ POP UP AT GRID LINE 15 A7 3 SCALE: 3/8" = 1'-0" ( A CAP ROOF 118' - 0" PERFORATED RAINSCREEN OVER METALWRAP INSULATED PANEL SHAFT FOR MECHANICAL — EQIPMENT Level 02 113' - 6" 13 POP UP AT GRID LINE M A7 3/ SCALE: 3/8" = 1'-0" UHPC RAINSCREEN PANELS -- OVER METALWRAP INSULATED PANEL W1a I 43 WALL SECTION 12 ELECTRICAL <C128> ROOF LEVEL Lik_ 131' - 0" `1,2 W1 METAL RAINSCREEN---'b' PANELS OVER METALWRAP INSULATED PANEL LOW ROOF 126' - 6" 14, POP UP AT GRID LINE E OW ROOF 126' - 6" METAL RAINSCREEN PANELS OVER METALWRAP INSULATED PANEL W1b CAP ROOF 118'- 0" PERFORATED RAINSCREEN OVER METALWRAP INSULATED PANEL Level- 062 113,, Leve,0 Level 01 ioo,. SCALE: 3/8" = 1'-0" SI SCALE: 3/8" = 1%0" LOW ROOF 126' - 6" Lieiv391_ 062. IMF Level 01 4411 _ 100' - mr'' 44 WALL SECTION 13 A7.3„, SCALE: 3/8" 1'-0" 15 POP UP AT GRID LINE 11 \ A7 SCALE: 3/8" = 1'-0" EXERCISE 0 CI.) RECORDS LOBBY <A100> ROOF LEVEL job, 131' - 0" Alk PERFORATED RAINSCREEN OVER METALWRAP INSULATED PANEL 71.414:1"1414L 1-144152I C A Pi 1B89 00F. Level 062, 0_ REVIEWED FOR CODE COMPLIANCE /APPROVER 2 City of Tukliviia BUILDING DIVISION LOBBY < B100 > 45 <WALL SECTION 14 DIA SCALE: 3/8" = 1'-0" Level 01 100' - 0" 2019, DLR Group inc., a Washington corporation, ALL RIGHTS RESERVED REGISTERED ARCHITECT ERICA JANE LOYND STATE OF WASHINGTON I- w C.) uJ C.) H CO _J I — CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 047 05.20.19 f RA 047 73-17158-00 WALL SECTIONS A7.3 CARevit73-17158-00TJCAR2018 Centralsschmitz rvt 5/24/2019 12:15:27 PM 0 S6.2 S612 -; , S62_k Cr 6.2 CANE RAIL BELOW PER MFR 58.3 GUARD T - 1 1/2"/ HANDRAIL ONLY _ 13 11 EMERGENCY ACCESS STAIR - LEVEL 2 A8.2 (4) SCALE: 1/4" = 0 4 RECORDS OPEN OFFICE <A117) Fl CANE RAIL, ALIGN - - WITH STRINGER TO - 80" CLEAR, ABOVE EGRESS STAIR r' 21 <EMERGENCY ACCESS STAIR - LEVE AB.1 SCALE: 1/4" = 1.-0" 1 MDF A PRECAST CONCRETE TREADS b•;,1 0 STAFF STAIR 13' - 3 3/4" 6'0" 1 LANDING MTH - ,- 3 13' - 6 1/2" I T; 0 I ! STAFF ACCESS STAIR - LEVEL 2 A8.1 SCALE: 1/4" = 1%0" A /042\ M1c- ----------- 1 • ; S6.2 ,.• -STAFF STAIR - I = 2=>===„ 4 ,r7,11 6,0"WIDTH -4; 4 1/2"--` CIRCULATIO < A148> CD STAFF ACCESS STAIR - LEVEL 1 ‘\ A8.1„M1) SCALE: 1/4" = 1'-0" 12 A /042\ POST -TENSIONED CABLE RAILING 7' - 11" 0 0 LOUNGE <B11.8_ 3' - 8" 2'- 1 HOISTWAY DEPTH ISA Cr Cr ‘„ ROOF HATCH • • ; ; 4---' 4 ' 4.\\ /-viih\..vA\!,/!\ - - t CANE RAIL, PAINTED CONCRETE -FILLED METAL PAN TREADS EMERGENCY EGRESS STAIR - SECTION A8.1 ,1 SCALE: 1/4" = 1.-0" BAR STOCK TOP RAIL, PAINTED POST -TENSIONED CABLE RAILING PLATE STEEL BALUSTER, PAINTED EGRESS STAIR CSF> !( CANE RAIL, PAINTED 1/2" TUBE STEEL TOP RAIL,: PAINTED 1 1/2" TUBE STEEL HANDRAIL, PAINTED 1" TUBE STEEL BALUSTERS, PAINTED 1" TUBE STEEL RAILS, PAINTED RECORDS OPEN OFFICE <A117> N OW ROOF 126' - 6" 11111,; Cr SD F 0 z z Cr Level 02 113' - 6" Level 01 100' - 0" REVIEWED FOR 1 CODE COMPLIANCE, APPROVED AIN 2 1.3 2019 City of Tukwila BUILDING DIVISION - -- •—; SS TUBE STEEL HANDRAILS '11111401L-411Wilab; -4111074.7 !I , LOW ROOF 126' - 6" CAP ROOF 118' - 0" A /042\ STAFF ACCESS STAIR - SECTION "\A8,1, SCALE: 1/4" = 1-0" HSS TUBE STEE1L STRINGERS, PAINTED :•; Min) Level 6°2 3" Level 01 160' - 0" REGISTERED ARCHITECT ERICA JANE WAND STATE OF WASHINGTON Et F- uJ 0 I- Cr Cr 0 — Cr CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03,15,19 -ADD-5 028 05,09.19 - RFI 028 032 05,15.19 - 032 042 05.2319 RFI 042 73-17158-00 STAIRS AND SECTIONS A8.1 158-00 TJC AR 2018 C:\Revi073-1 2 a 0 HSS, SEE STRUCTURAL CONCRETE TOPPING ON METAL DECK - SEE STRUCTURAL STEEL ANGLE BEYOND LANDING AT TUBE SCALE: 1 1/2" = 1'-0" f.. _ CL BEAM -- 1/4" STEEL KICK PLATE AT j LANDINGS - CONCRETE TOPPING ON METAL DECK - SEE STRUCTURAL STEEL ANGLE BEYOND 21 LANDING AT EDGE , A8.2 ' SCALE: 1 1/2" = 1'-0" CONCRETE TOPPING ON METAL DECK - SEE STRUCTURAL STEEL ANGLE BEYOND METAL PANS WITH CONCRETE FILL STRINGER - SEE STRUCTUAL 31 STAIR AT LANDING A8.2 .1 SCALE: 1 1/2" = 1'-0" STRINGER- SEE STRUCTURAL METAL PANS WITH CONCRETE FILL STEEL ANGLE W/ EXP BOLT W/ EMBED - SEE STRUCTURAL CONCRETE SLAB -ON-GRADE ON VAPOR RETARDER ON GRANULAR FILL- SEE STRUCTURAL CLOSURE PLATE 41 STAIR AT SLAB -ON -GRADE SCALE: 1 1/2" = 1'-0" p 1 1/2" . STAINLESS STEEL PIPE HANDRAIL, REFER TO 42/A8.2 STAINLESS STEEL PIPE BALUSTER @ 4'-0" O.C. MAX, CONNECTED TO TOP FACE OF STRINGER CABLE RAILS CONTINUOUS ------- PRECAST TREADS STL STRINGER 12', GUARDRAIL @ STAFF ACCESS STAIR A8.2 / SCALE: 1 1/2" = 1'-0" 32 , STAIR AT LANDING , A82 / SCALE: 1 1/2" = 1'-0" EDGE OF FLOOR LANDING -- OR RAMP SURFACE 42 { WALL MOUNTED HANDRAIL . A8.2 / SCALE: 11/2"=1'-0" 1/4" CLOSURE PLATE AT STRINGER CONCRETE TOPPING ON METAL DECK - SEE STRUCTURAL HSS, SEE STRUCTURAL METAL PANS WITH CONCRETE FILL STRINGER - SEE STRUCTURAL 1/2" ES STEEL PIPE GUARDRAIL 1 1/2" STD STEEL PIPE HANDRAIL WHERE OCCURS 3/4" STD STEEL PIPE AT 5 1/2" OC BETWEEN VERTICAL POSTS AS SHOWN -TYP TOP OF STAIR STRINGER OR TUBE WHERE OCCURS 1/4" STEEL KICK PLATE AT LANDINGS TOP OF CHANNEL OR EMBED WHERE OCCURS 13, GUARDRAIL @ EMERGENCY EGREES STAIR , A8.2 j SCALE: 1 1/2" = 1'-0" N NOSING @ STAIR 1 AB2 i SCALE: 1 1 VIF PRECAST STAIR AT LANDING (GRID ROOF ASSEMBLY ON STEEL DECK MINERAL WOOL INSULATION BETWEEN FLUTES FIRESIDE SEALANT SLOTTED TRACK, MECHANICALLY FASTEN 24" 0 C (1) LAYER 1" TYPE "X" GWB SHAFT LINER (1) LAYER 5/8" TYPE "X" GWB 14 SHAFT WALL AT HEAD OF SHAFT A82 j SCALE: 11/2"=1'-0" ABRASIVE STAIR NOSING \ -- CONC FILL ) ETAL PAN STAIR CONTINUOUS CABLE RAILS 1 4" GRIND FLUSH OPENING SHALL BE LESS THAN 6" DIAM. SPHERE THREE MEDIUM SANDBLAST STRIPES, PER TREAD, TYP. STRINGER, SEE STRUCTURAL `; A82 j SCALE: 1 1/2" =1' 0" DEPTH OF ONE STAIR TREAD @ TYP • TOP OF RAIL TO BE 3' - 0" ABOVE STAIR NOSINGS & STAIR LANDINGS, TYP, 1 1/2" DIA HANDRAIL EDGE OF RAMP SURFACE AT SIM HANDRAIL EXTENSION AT SIM EDGE OF RISER @ TYP. -- (1) LAYER 1" TYPE "X" GWB SHAFT LINER -- 4" C-H STUDS (1) LAYER 5/8" TYPE "X" GWB CONCRETE ON FLUTED STEEL DECK CONT ANGLE OR BENT PL, SEE STRUCTURAL FIRESTOP SEALANT --- SLOTTED TRACK, MECHANICALLY FASTEN 24" 0.C. 24 SHAFT WALL AT LEVEL A8.2 / SCALE: 1 1/2" =1 -0" 34 SHAFT WALL AT ELEVATOR PIT A8.2 SCALE: 1 1/2" = l'-0" 7 3" (1) LAYER 1" TYPE "X" GWB SHAFT LINER 4" C-H STUDS (1) LAYER 5B" TYPE "X" GWB CONCRETE S.O.G. J-TRACK, MECHANICALLY FASTEN 24" O.C. FLEXIBLE SEALANT ELEVATOR PIT WALLS, SEE STRUCTURAL 1 1/2" DIAMETER HANDRAIL, TURN ENDS TO WALL GRIND SMOOTH ALL WELDS- SEE SECTIONS FOR T.O. RAIL MATERIAL TYPE F-F_ HANDRAIL BRACKET @ 4'-0" MAX. 1/4" STEEL PLATE W/ (3)-1/4" DIAMETER SELF TAPPING DRILLING SCREWS PROVIDE SOLID SHIM/ SPACER CONT 14 GA X 8" WIDE STEEL SHEET OR CONT 2X BACKING HANDRAIL TO STUD WALL DETAIL A8.2 ' SCALE: 3" = 1'-0" 4 A8 2 4 AB.2 e ^T 25 ELEVATOR SECTION tr TYP. HOIST BEAM LOW ROOF 126'-6" CAP118' ROOF0__ - " Level 02 113' - B"6" 34 A8.2 Level -001 " LAP BENTONITE WATERPROOFING OVER UNDERSLAB VAPOR BARRIER 12" MIN. ELEVATOR PIT LADDER -- BENTONITE WATERPROOFING ., A8.2 SCALE', 1/4" = 1'-0" 5 SHAFT WALL AT ELEVATOR PIT A8.2 / SCALE: 1 1/2" .1'-,0" (1) LAYER 1" TYPE "X" GWB SHAFT LINER 4" C-H STUDS (1) LAYER 5/8" TYPE "X" GWB CONCRETE S.O.G. J-TRACK. MECHANICALLY FASTEN 24" O.C. FLEXIBLE SEALANT ELEVATOR PIT SLAB, SEE STRUCTURAL BENTONITE WATERPROOFING REVIEWED FOR IANCE V?2£ 2 City D7 -I ukwll21 BUILDING DIVISION �--- 1-1/2" DIA SS HANDRAIL POST SS CANOPY FLANGE AFFIX W/ EPDXY ADHESIVE HEAVY DUTY WELD FLANGE W/ (4) 3/8" DIA EXP ANCHORS MIN EMBEDMENT 2 -1/2" FLOORING, WHERE OCCURS 518" DIA EXP ANCHORS, EMBED 2 1/2" 45 HANDRAIL POST DETAIL tACt 003U A8.2 SCALE: : 3" = 1'-0" ` a REGISTERED ARCHITECT ERICA JANE OF WASHINGT YN STATE ON CONFORMED SET Issue Date - 05.10.2019 Revisions 4 03.13.19-ADD-4 5 03.15.19-ADD-5 032 05.15.19-RFI032 73-17158-00 STAIRS AND SECTIONS A8.2 DOOR AND FRAME SCHEDULE_ PANEL FRAME FIRE NUMBER NO. PANELS WIDTH' HT. THICK. MATERIAL GLASS TYPE' DEPTH MATERIAL TYPE RATING HW SET' Level 01 A100.1 A100.2 _ A101 A102 A103 Al04 A105 A106 A107 A108 '1 A109.1 1 A109.2 1 A111 iA112 IAll3 All4 IA117 'A118 A119_ _ A121 A123.1 _ A123.2 A127 A128 Al 29 A130 IA132 Al33 A134 A136.1 A136.2 A137.2 'A138.2 IA143 Al44 AA145 A147.1A ;11 A147.18 '1 z E 58-00 TJC AR 2018 C EL N A147.2 A148 A149 A150 A151 A152.1 'Al52.2 'A153 1A154 Al 55 A156 B100.1 B100.2 8101 13102.1 B 102.2 B103 B104 'B106 1 B107.1 1 B107.2 B108 B109 113110 IB111 !11 B112 11 B113 1 B114 1 B116 1 B117 11 B118.1 11 B118.2 I B119.1 B119.2 B120 B210 11 C100 12 C101 11 C102 ',1 C103 C104 1C105 1 C106 1 C107 C108 !C109 IC110 :C111 C113.1 C113.2 C114.1 C114.2 I 1 '2 13'-0" 17'-0" I 1 3/4" ALUM 3'-7" :9'-9" 1 3/4" ALUM 3'-0" 17'-0" 11 3/4" WD 3'-0" .7'-0" I13/4" WD 3'-0" 7'-0" 11 3/4" WD 3'-0" 7'-0" ,13/4" WD 3'-0" 7'-0" 1 3/4" 1WD 3' - 0" 7' - 0" 1 3/4" WD 3' - 6" 7' - 0" 1 3/4" HM 3' - 0" 17' - 0" 1 3/4" WD 3'- 0" 7'- 0" j1 3/4" 1 WD 3'-0" 7'-0" '13/4" 1WD 3 - 0" 7 - 0" ,1 3/4" WD 3- 0" 7- 0" 11 3/4" WD 3' - 0" 7' - 0" 11 3/4" HM 3'-0" ,7'-0" 113/4" WD 13' - 0" ; 7' - 0" 1 3/4" WD 3'-0" '7'-0" 1 3/4" 'WD 3'- 0" 7'- 0" 11 3/4" HM 3' - 0" 7' - 0" 11 3/4" HM 3'-0" IT - 0" ;1 3/4" IHM 3'-0" 7'-0" 1 3/4" iIHM - - I 3' - 0" 7' - 0" 1 3/4" !HM 3'- 0" ;7 0" 11 3/4" HM ;3'- 0" 17'- 0" 1 3/4" ,WD 13'- 0" 7'- 0" 1 3/4" HM 3'-0" 7'-0" 113/4" ALUM 3' - 0" 17' - 0" 1 1 3/4" ALUM 3 0" -7 - 0" 11 3/4" HM 3 - 0" 7' - 0" 1 3/4" DHM 10'-0 10'-0 1" ISTL 3'-0" 7'-0" 13/4" 1WD 3 0" 7'- 0" 1 3/4" I WD 4 0" I T - 0" 11 3/4" HM 3 - 0" 7' - 0" 11 3/4" HM 3 - 10" 9 4" 11" Glass 3' - 10" 9 - 4" 1" Glass 3' - 6" 9 - 4" 1" Glass 3 0 _. 7'_0" 1 3/4" WD 3' - 0" 7' - 0" 1 3/4" WD 3'- 0" 17'- 0" 1 3/4" 1WD 3'-0" '17'-0" 1 3/4" WD 3'-0" 17'-0" 1 3/4" 1WD 3'- 0" 7'- 0" 11 3/4" HM 3'-6" 7'-0" 11 3/4" ALUM 13'-0" 7'-0" 1 3/4" HM 3' - 6" 7' - 0" 11 3/4" WD 3'-0" 7'-0" 11 3/4" WD 3'-9" 9 - 10" ,1 3/4" ALUM 3' - 9" 9' - 10" 11 3/4" 1ALUM 3'-0" 7'-0" 1 3/4" ,1WD '3'-0" 7'-0" 11 3/4" I,WD 3' - 0" 7 - 0" 1 3/4" WD 3 - 0" 17'-0" .1 3/4" WD 3' 0" 17'- 0" 1 3/4" 1WD 13' - 0" ;7' - 0" 1 3/4" WD !3'- 0" 7 0" 1 3/4" WD - 0" 7' - 0" 11 3/4" .WD 3'-0" 7'-0" 113/4" WD 3' - 0" 7 - 0" 11 3/4" 1 HM 3'-0" 7'-0" 1 3/4" 1WD 3' - 0" [7 - 0" 11 3/4" WD 3 - 0" 7 0" 11 3/4" 1WD 3'- 0" 17 0" 11 3/4" WD 13'-0' 7 0" 113/4' WD 3 - 0' 7 0" 1 3/4" 1WD 3 - 0" T-0" 1 3/4" 1WD 13' - 0" 7' - 0" 1 3/4" i W D 13 - 0" 0" 2" ;GLASS (1) 3 - 0" 0" 2" GLASS (1) 1 '3 - 4' 7 - 0" F1 3/4" HM 4'- 0" T - 0 11 3/4" IHM 3' - 0" 7' - 0" 1 3/4" ALUM 3'-0' 17'-0" 1 3/4" 'WD -0' 7'-0" 13/4" 'HM --- - - ------ 7' - 0" 1 3/4" ALUM 3'-0" 7'-0" 1 3/4" 1WD 3'-0" 17'-0" 11 3/4" 1WD 3' - 0" 7 - 0" 1 3/4" WD 3'-0' 7'-0" '13/4" WD 3'-0" 7'-0" 1 3/4" t WD 3' - 0" 17' - 0" :1 3/4" WD 3'-0" 7'-0" 11 3/4" WD 3'-0' 7' -0" 11 3/4" WD 3' 0" 7' 0" 11 3/4" WD 13'- 0" 7'- 0" 11 3/4" 1WD 3'-0" i7'-0" 1 3/4" WD 13' - 0" 7' - 0" 1 3/4" WD SG3A D ,SG3A D 4SG3A 1D SG3A iD (SG3A } D A SG3A 1 D A 16 ,2 ,A 4 1/2" 'ALUM 5 3/4" ALUM 8 1/4" HM 8 1/4" HM ;8 1/4" HM 8 1/4" HM 8 1/4" HM D 81/4 HM A 5 3/4" !HM ItA 8 1/4" I HM D 81/4" :HM D 18 1/4" ' HM IA 81/4 IHM A :81/4" ?HM A 5 3/4" , HM A 8 1/4" HM A 81/4" 1HM A 81/4" 'HM 5 3/4" 1HM 81/4" IHM 81/4 IHM • 8 1/4" IHM '3 1/4" HM 3 1/4" 1 HM 8 1/4" HM 8 1/4" 'HM 4 1/2" 'ALUM 14 1/2" ALUM 15 3/4" IHM 8 1/4" HM 141/2 STL 8 1/4" 1HM 4 1/2" 4 1/2" 18 1/4" 8 1/4" 8 1/4" 18 1/4" 8 1/4" 8 1/4" 4 1/2" 8 1/4" 8 1/4" 8 1/4" , ALUM ALUM HM HM HM HM 1HM HM I ALUM HM IHM HM 1 11 II E.1 12 r1 _. 1 1 13 11 11 1 4 1/2" 1ALUM 4 1/2" ALUM 81/4 IHM 3 81/4" 'HM 3 jD 53/4" }HM 'C 53/4" 11H A 1'3" 5 3/4" HM 18 1/4" HM 5 3/4" HM 11. - 3" HM 18 1/4" HM '5 3/4" HM 5 3/4" HM 81/4 HM 81/4 IHM 81/4" DHM 181/4 !HM 18 1/4" HM 8 1/4" IHM '41/2" ALUM 4 1/2" IALUM 1E.2 -- - 81/4" HM 1 1 5 3/4" IHM E.1 :4 1/2" 'ALUM E.2 8 1/4" 'HM 1 '81/4" IHM 1 1C '53/4" HM C 5 3/4" HM C 5 3/4" HM .0 5 3/4" HM 2 !71/4" HM 1 5 3/4" HM 5 3/4" HM 19 1/2" HM 17 1/4 HM '71/4" HM 1.1 36 36 28 28 32 28 5 128 15 '15 25 25.1 15 25.1 8 128 4 14 14 14 31 31 28 13 45 1.2 46 19 19.2 46 118 DETAILS HEAD JAMB L. JAMB R. SILL 25/A9.5 11/A9.6 12/A9.6 12/A9.6 11 /A9.5 12/A9.5 12/A9.5 41/A10.2 SIM. 34/A10.2 34/A10.2 22/A10.3 23/A10.3 23/A10.3 31/A9.5 SIM24/A10.2 ,24/A102 15(A9.5 25/A9.5 25/A9.5 22/A10.2 12/A10 2 12/A10 2 !- 15/A9.5 25/A9.5 25/A9.5. 15/A9.5 25/A9.5 25/A9.5 15 15/A9.5 25/A9.5 25/A9.5 34 15/A9.5 25/A9.5 25/A9.5 - 33/A9.5 43/A9.5 33/A9.5 43/A9.5 45.1 22/A9.5 22A/A9.5 - 34 13/A9.5 25/A9.5 - 39 15/A9.5 125/A9.5 25/A9.5 ' - 39 15/A9.5 . 25/A9.5 25/A9.5 - 15 15/A9.5 25/A9.5 25/A9.5 - 15 '15/A9.5 25/A9.5 25/A9.5 - 15 15/A9.5 25/A9.5 25/A9.5 - 5.1 41/A10.2 SIM.134/A10.2 34/A10.2 21 t 15/A9.5 125/A9.5 25/A9.5 15 15/A9.5 i 25/A9.5 25/A9.5 - 15 15/A9.5 125/A9.5 25/A9.5 - 1 31/A10.2 1 31/A10.2 17 13/A9.5 25/A9.5 9 13/A9.5 25/A9.5 17 ,15/A9.5 25/A9.5 25/A9.5 12 13/A9.5 25/A9.5 25/A9.5 - '11/A9.5 12/A9.5 12/A9.5 31/A 15/A9.5 25/A9.5 25/A9.5 - ,15/A9.5 [25/A9.5 25/A9.5 '15/A9.5 25/A9.5 125/A9.5 15/A9.5 25/A9.5 125/A9.5 15/A9.5 .25/A9.5 125/A9.5 15/A9.5 25/A9.5 25/A9.5 31/A9.5 SIM. 24/A10.2 24/A10.2 113/A9.5 25/A9.5 :25/A9.5 1- 15/A9.5 25/A9.5 25/A95 r- 15/A9.5 i 25/A9.5 125/A9.5 - 13/A9.5 1 125/A9.5 1 - 13/A9.5 ;25/A9.5 I - 15/A9.5 25/A9.5 25/A9.5 13/A9.5 25/A9.5 - ,15/A9.5 ' 25/A9.5 25/A9.5 I - 13/A9.5 25/A9.5 - 31/A9.5 14/A10.2 '14/A10.2 111 /A9.6 12/A9 6 112/A9.6 ' 11/A9.6 12/A9.6 12/A9.6 11/A9.6 12/A9.6 12/A9.6 ' 11/A9.6 12/A9.6 12/A9.6 11 /A9.6 _ 12/A9.6 12/A9.6 13/A9.5 20 15/A9.5 25/A9.5 25/A9.5 - 128 13/A9.5 125/A9.5 9 13/A9.5 25/A9.5 - 112 13/A9.5 25/A9.5 25/A9.5 - 20 15/A9.5 251A9.5 25/A9.5 - 120 15/A9.5 125/A9.5 :25/A9.5 - 28 113/A9.5 125/A9.5 - 9 1 13/A9.5 i 25/A9.5 - 38 115/A9.5 25/A9 5 25/A9.5 - 39 15/A9.5 25/A9.5 25/A9.5 25.1 13/A9.5 125/A9.5 9 13/A9.5 25/A9.5 ' 38 15/A9 5 25/A9.5 25/A9.5 9 113/A9.5 125/A9.5 '46 21/A10.2 11/A10.2 !11/A10.2 '- 45 141/A10.2 SIM. MIN • 17 15/A9.5 25/A9.5 125/A9.5 140 j 40 1 15/A9.5 25/A9.5 125/A9.5 28 115/A9.5 25/A9.5 125/A9.5 28 15/A9.5 25/A9.5 125/A9.5 28 115/A9.5 25/A9 5 125/A9.5 - 17 113/A9.5 25/A9.5 25/A9.5 - 39 115/A9.5 :25/A9.5 25/A9.5 - 15 1 13/A9.5 25/A9.5 25/A9.5 - 46 6 11 /A9.5 j 12/A9 5 12/A9.5 15 15/A9.5 125/A9.5 25/A9.5 31/A9.5 SIM.124/A10 2 :24/A10.2 1141/A10.2 SIM. 34/A10.2 115/A9.5 25/A9.5 125/A9.5 128 15/A9.5 25/A9.5 125/A9.5 - 1 17 15/A9.5 25/A9.5 25/A9.5 - 28 [15/A9.5 25/A9.5 25/A9.5 - 17 15/A9.5 25/A9.5 25(A9.5 - NUMBER, NO. PANELS WIDTH' HT. C115.1 1 'CI15.2 1C116.1 'C116.2 C117 C118.1 C118.2 C119 C120 CI21 C122 C123 C124 C125 C126 C127 C128 C129 C131 :C132 1 C133 1 C134 2 1C135.2 1 C135.3 C135.4 C136 C140 C143 C144 1 FENCE 1 FENCE 2' FENCE 3 S1 Level 02 A200 A202 A203.1 A203.2 1 A205.1 A205.2 A207.1 A209 A210 A211 A212 A213 A214 1A215 A216 A218 '1 A219 1 A220 !1 A221 !2 A222 A224 A225 A226 A227 A229 A230 A231 A232 A233 A234 A235 A236 A237 A238 11 A239 1 A240 i 1 A241 1A242 B201 ROOF LEVEL A300 { NO. OF NUMBERPANELS Level 01 A120 1 A122 1 A124 1 A125 1 :A126 1 C135.1_ 1 1C137 1 C138 1 C139 1 `C141 1 C142 1 PANEL THICK. _DOOR AND FRAME SCHEDULE FRAME FIRE MATERIAL GLASS TYPE DEPTH MATERIAL TYPE . RATING HW SET '3'-0" 7'-0" 1 3/4" WD 3'-0" 7'-0" 1 3/4" WD 3'-0" 7'-0" 1 3/4" WD 3' - 0" 2' - 8" '1 3/4" 1HM - 1 3'-0" 17' - 0" 1 3/4" WD 3'-0" :7'-0" 1 3/4" HM 3'-0" 7'-0" 1 3/4" WD 3'-0' T-0' 13/4" HM '3'-0" 7'-0' 1 3/4" ALUM 3'-0' .7'-0" 1 3/4" WD 3 - 0" T - 0" '1 3/4" WD 3'-0" 7'-0" :13/4" FWD 3'-0" 7'-0" 1 3/4" WD 3'-0' 7'-0" 1 3/4" WD 3'- 0" '7'- 0" r1 3/4" WD 3' - 0" 7' - 0" 11 3/4" HM 3'-0" 7'-0" 11 3/4" 1HM 13'-0" 7'-0" 113/4" IHM 3'-0" T-0" 11 3/4" 1WD 3'-0 7'-0" 113/4" WD 3' - 0" 7' - 0" 11 3/4" 1 W D 3'-0' :7'-0' 1 3/4" WD 3'-0" ;T-0" 11 3/4" 1WD 3'-0" 7'-0' 1 3/4" WD 7'-0" 113/4" WD 3 - 0" 7'- 0" 11 3/4" 3'-0" 7'-0" 13/4" 3' - 0" 7' - 0" 1 3/4" 7' - 0" 1 3/4" WD 17' - 0" 1 3/4" W D - 0" 7'- 0" 1 3/4" 1WD 3' 0" 17 0" 1 3/4" 1WD 3 0" 71 - 0"1 3/4" WD 3' - 0" 7 - 0' 1 3/4" WD ,3'-0' 7'-0' 13/47' 1WD - 17. - 0" 11 3/4" 1WD 13' - 0" T - 0" 11 3/4" HM .3'-0' 7'-0' 113/4" WD 3'-0' 7'-0' ;13/4" WD 3'- 0" 7'- 0" .1 3/4" WD 3'- 0" '7'- 0" i1 3/4" WD 13' - 0" 17' - 0" 11 3/4" IWD 13'- 0" 17'- 0" 1.1 3/4" WD 13'- 0' 17'- 0" 1 3/4" 1WD 3' - 0" 7'-0' 1 3/4" .HM 3'-0" 7'-0" 1 3/4" WD 3' - 0" 7' - 0" 1 3/4" 1WD 3' - 0" 7 - 0" 1 3/4" 1WD 3'-0' 7'-0' 1 3/4" FWD 13'- 0' 7 - 0' 1 3/4" IHM 3'-0' 7' - 0" 11 3/4" WD 3 - 0" T - 0" 11 3/4" , WD 3' 0' 17 - 0" 11 3/4" WD 3'-0' ;7'-0" 113/4" WD 13'-0" iT-0" !11-3/4" 1WD 1 3/4" WD ' 3' 0" 17' - 0" 13' - 0" 7' - 0" 11 3/4" WD 13'-0' 17'-0" 113/4" 1WD 3'-0' 7'-0' 13/4" WD 13' - 0' 17' - 0' 11 3/4" WD 3' - 0" 7' - 0" 1 3/4" WD I. ;7 - 0" 11 3/4" 1WD 3' - 0' 17' - 0" 1 3/4" WD 3'-0" 7'-0" 1 3/4" WD 3' - 0" F 7 - 0" 11 3/4" WD 3'- 0" T - 0" 1 3/4" WD 13'-0' 7'-0" 1 3/4" IHM PANEL 71/4" 1HM 3 7 1/4" HM 13 71/4" HM �'3 5 3/4" HM 5 3/4" HM 11 7 1/4" HM 11 :8 1/4" HM 1 8 1/4 HM 11 4 1/2" ,ALUM E.2 71/4" IHM :1 7 1/4" HM ;71/4 HM 7 1/4" HM 8 1/4" HM 8 1/4" HM 5 3/4" HM 5 3/4" HM 5 3/4" HM 8 1/4" HM 8 1/4" HM 8 1/4" HM 8 1/4" HM 5 3/4" HM 5 3/4" IHM 5 3/4" IHM 15 3/4" IHM 81/4 IHM 8 1/4" I HM '81/4 HM 81/4 IHM 181/4" IHM 8 1/4" ,HM 8 1/4" HM 8 1/4" HM 8 1/4" 1HM '8 1/4" HM 8 1/4" HM 81/4" IHM 3 81/4 HM 53/4" IHM 2 81/4 HM 11 15 3/4" HM 2 18 1/4" HM 3 8 1/4' HM 1 A 8 1/4" IHM 8 1/4" HM ID '81/4 IHM 153/4 IHM 18 1/4" HM 18 1/4" HM 81/4" HM A 18 1/4" 1HM A 18 1/4" HM 5 3/4" HM 15 3/4" .HM 3 48 1/4" HM 3 5 3/4" HM 2 81/4 HM 13 81/4 HM 3 53/4 HM 13 '1 1 1 3 3 8 1/4" HM 81/4 ;HM 8 1/4" HM A 8 1/4 HM DETENTION DOOR AND FRAME SCHEDULE_ FRAME WIDTH HEIGHT THICK. MATERIAL GLAZING TYPE DEPTH 3 0" ' 7 - 0" 3.0 7' 0" 13 0" 7' 0" 13 -0" 7 -0" 3'-0" IT-0" 13 -0" 7'-0" 13'-0" 17'-0" 13'_0„ IT-0„ 3'-0" 17'_0" 13'-0" 1T-0" 13:_0" '7:_0" DETAILS HEAD JAMB L. JAMB R. SILL 16 13/A9.5 '25/A9.5 25.1 ' 13/A9.5 25/A9.5 - 13 13/A9.5 25/A9.5 - 43 115/A9.5 28 ' 15/A9.5 25/A9.5 25/A9.5 17 15/A9.5 25/A9.5 125/A9.5 32 115/A9.5 25/A9.5 ;25/A9.5 - 1 40 115/A9.5 25/A9.5 125/A9.5 I 1.3 141/A10.2 44/A10.2 i44/A10.2 28 15/A9.5 25/A9.5 125/A9.5 - 25.1 13/A9.5 25/A9.5 ' 25.1 13/A9.5 25/A9.5 25.1 13/A9.5 25/A9.5 40 �15/A9.5 25/A9.5 40 I15/A9.5 25/A9.5 31 /A9.5 14/A10.2 31/A9.5 14/A10.2 31/A9.5 14/A10.2 7 15/A9.5 !25/A9.5 15 15/A9.5 25/A9.5 35 13/A9.5 17 15/A9.5 125/A9.5 17.1 15/A9.5 25/A9.5 17.1 15/A9.5 25/A9.5 25/A9.5 - 25/A9.5 - 14/A10.2 - 14/A9.6 - 14/A9.6 25/A9.5 - 25/A9.5 I - 25/A9.5 �- 25/A9.5 25/A9.5 25/A9.5 - 17.1 15/A9.5 25/A9.5 25/A9.5 _ - 13 �11/A9.6 12/A9.6 12/A9.6 ' 40 15/A9.5 125/A9.5 t 25/A9.5 I_ 15 15/A9.5 25/A9.5 , 25/A9.5 1- 15 15/A9.5 125/A9.5 j 25/A9.5 - 142/A10.2 14/A10.2 14/A10.2 1- I10 15/A9.5 125/A9.5 25/A9.5 8 15/A9.5 125/A9.5 125/A9.5 - 30 15/A9.5125/A9.5 125/A9.5 - 30 15/A9.5 25/A9.5 25/A9.5 - ' 30 15/A9.5 25/A9.5 ;25/A9.5 - 30 15/A9.5 25/A9.5 25/A9.5 37 13/A9.5 25/A9.5 1- 115 i 15/A9.5 25/A9.5 25/A9.5 - 38 15/A9.5 25/A9.5 25/A9.5 - 38 15/A9.5 125/A9.5 125/A9.5 - 28 13(A9.5 25/A9.5 1 17 13/A9.5 25/A9.5 25.1 13/A9.5 25/A9.5 44 15/A9.5 125/A9.5 25/A9.5 1- 25.2 13/A9.5 '25/A9.5 '25/A9.5 - 20 15/A9.5 125/A9.5 125/A9.5 - 115 113/A9.5 ; 25/A9.5 125/A9.5 - 25.1 13/A9.5 l 25/A9.5 - 44 15/A9.5 25/A9.5 25/A9.5 - 25 13/A9.5 '25/A9.5 ' - ,17 115/A9.5 25/A9.5 25/A9.5 15 15/A9.5 25/A9.5 25/A9.5 i 17 1 13/A9.5 25/A9.5 j 28 13/A9.5 25/A9.5 15 15/A9.5 25/A9.5 25(A9.5 25 13/A9.5 25/A9.5 25.1 13/A9.5 25/A9.5 25 13/A9.5 '25/A9.5 38 '13/A9.5 25/A9.5 38 13/A9.5 25/A9.5 17 13/A9.5 125/A9.5 25.1 13/A9.5 25(A9.5 125/A9.5 125.1 113/A9.5 r 25/A9.5 25.1 13/A9.5 125/A9.5 I 28 ,13/A9.5 25/A9.5 1 115 115/A9.5 '25/A9.5 25/A9.5 ' - 39 15/A9.5 25/A9.5 25/A9.5 - 39 15/A9.5 25/A9.5 25/A9.5 - : 22 ' 15/A9.5 25/A9.5 125/A9.5 MATERIAL GLAZING TYPE SG3A I- 2" 1GALV DHM GALV 6" GALV DHM SG3A D.2 2" DHM SG2 I D.0 4 1/2"DHM D.1 'DHM SG2 1D.0 4 1/2DHM D.1 DHM SG2 1D.0 4 1/2" 1DHM i- D.1 GALV DHM '' SG3A :D.D 6" GALV DHM ' SG3A D.2 DHM 1- `D.A ;5 1/4" DHM 2„ SH1 I D.1 DHM 1SG2 D.0 14 1/2" 1DHM SG3 ' D.2 DHM SG2 D.0 41/2" ,DHM SG3 D.2 GALV DHM SG2A D.D '6"" 1GALV DHM SG3A 1D.2 DHM ; SG2 D.0 14 1/2" , DHM D.1 DHM 1SG2 D.0 :4 1/2" 1 DHM 1D.1 DOOR AND FRAME SCHEDULE GENERAL NOTES ALL HOLLOW METAL FRAMES SET IN METAL STUD WALLS SHALL BE FILLED WITH MINERAL WOOL INSULATION. ALL EXTERIOR FRAMES SHALL BE INSTALLED WITH 1/4" SHIM AND SEALANT AROUND PERIMETER OF FRAME. GLASS TYPES FOR DOORS ARE INDICATED IN THE NOTES COLUMNS OF THE DOOR AND FRAME SCHEDULE. GLASS TYPES FOR FRAMES ARE INDICATED ON THE FRAME ELEVATIONS AND/OR IN THE SPECIFICATIONS. EXTERIOR FRAME TYPES ARE INDICATED WITH A HEXAGON SYMBOL. FOR COILING DOORS, WIDTH AND HEIGHT DIMENSIONS SHOWN IN DOOR AND FRAME SCHEDULE REPRESENT FURNISHED OPENING SIZE. CONTRACTOR TO COORDINATE EXACT SIZE OF DOOR WITH MANUFACTURER. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL CONCEALED CONDUIT AND J-BOXES REQUIRED FOR SECURITY SYSTEM HARDWARE PRIOR TO MANUFACTURING OF HOLLOW METAL FRAMES AND COORDINATE WITH SECURITY HARDWARE G. STC RATED DOORS, SOUND RATED DOORS OF A MINIMUM STC 47 PER SPECIFICATION 083473.16 a. A103, A104, A106, A215, & A221 DETAILS FIRE 1 JAMB 1 JAMB RATINGHW SET HEAD I LEFT I RIGHT 1 SILL SH2 SH3 13/A9.6 15/A9.6 15/A9.6 - SH3 13/A9.6 15/A9.6 !15/A9.6 SH3 13/A9.6 15/A9.6 115/A9.6 ;- ISH2 SH1 j SH3 13/A9.6115/A9.6 15/A9.6 - SH3 13/A9.6115/A9.6 I15/A9.6 '- SH2 1SH 3 13/A9.6 15/A9.6 -. - 1-15/A9.6 '- SH SH3 13/A9.6 15/A9.6 15/A9.6 1 - iJlL.1INC REGISTERED ARCHITECT /4 ERICA JANE ND STATE OF WASHi NGfON TUKWILA JUSTICE CENTER CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03.15,19-ADD-5 11 04.1719-ADD-11 73-17158-00 DOOR AND FRAME SCHEDULE A9.1 MILLWORK GENERAL NOTES 5/24/2019 12:15 4 4" BACKSPLASH: SS-2 F- 2' - 10' 1 2' -10" ► 1' 6"; F 7 - 4 3/4 FV COUNTERTOP: SS-2 CABINET FACES: PLAM-2 ( COPY AREA \ A11.1 / SCALE: 1/4"= 1'-0" EYE WASH BASE BEYOND, AS SCHEDULED COUNTERTOP: SS-2 CABINET FACE: PLAM-2 /21 EVIDENCE SHELVING - NORTH (A11.1/ SCALE. 1/4"=1'-0" / 3, v CHARGING A11.1) SCALE: 114" = 1'-0" F ; 3' - 0" ►;F COUNTERTOP: SS-1 CABINET FACE: PLAM-1 TALL CABINETS TO BE LOCKABLE, TYP. VERIFY REQ'D CLEARANCES ��\w WITH EQUIPMENT SPEC, TYP (25 1 3/4" 2' - 10" 3' - 0" 20' - 1 3/4 FV -F ALCOVE WALLS, WHERE OCCURS. FILLER MATERIAL AT ALCOVE LOCATIONS ONLY PROVIDE UNDER CABINET LIGHTING AT THIS LOCATION ADD FACE -FRAME FILLER PIECES AROUND INSTALLED EQUIP, TYP. / PLAM-1 VERIFY REQUIRED CLEARANCES WITH EQUIPMENT SPEC, TYP CONTINUE BASE INTO RECESSED CABINET, TYP COUNTERTOP: SS-1 CABINET FACE: PLAM-1 12 GALLEY KITCHEN \A11.1 f SCALE 114" = 1'-0" TALL PASS TUMULT! PASS MED PASS SM PASS LG/MED. PASS REF. (2) F/R DOOR , (5) F/R DOOR' (8) F/R DOOR (12-14) FIR (5) F/R DOOR: (15) FIR -I'. FRIDGE UNIT 1 I 18'-0" GWB FASCIA, PAINT PT-1 WALL TYPE PER PLANS BUILT- IN EVIDENCE PASS THROUGH LOCKERS 22; PASS -THROUGH EVIDENCE LOCKERS - SOUTH A11.1 SCALE: 1/4" = 1'-0" COUNTERTOP: SS-2 CABINET FACE: PLAM-2 ' 3- BIKE REPAIR A11.1 ' SCALE: 1/4"=1'-0" COUNTERTOP: SS-1 CABINET FACE PLAM-1 COUNTERTOP COUNTERTOP: SS-2 13 CHARGING STATION - A11.1 / SCALE: 1/4"= 1'-0" PROVIDE FAN IN TOP OF CABINET FOR AIR CIRCULATION RADIO STORAGE WITH DOORS THAT RETRACT INTO SIDE OF CABINET AND FANS FOR VENTING PROVIDE VENT IN TOE KICK FOR VENTILATION OF CABINET A11 1„! SCALE: 1/4" = 1'-0" EQIi, 3 -6" 3'-6" .._ EQ 7' - 2 3/4" CABINET FACE: PLAM-1 33\ CONFERENCE ROOM A All.1/ SCALE: 1/4" =1'-0" VERIFY REQUIRED CLEARANCE WITH EQUIPMENT SPEC COUNTERTOP: SS-1 CABINET FACE: PLAM-1 Ees N. 8, COORDINATE STEEL ANGLES WITH ELECTRICAL OUTLET LOCATIONS, TYP HIDDEN 1 1/2" x 1 1/2" STEEL ANGLES SHOWN DASHED FUME HOOD 8 CABINET 25 A HIDDEN 1 1/2" x 1 1/2" STEEL ANGLES SHOWN DASHED 20' - 0" COUNTERTOP: SS-1 EVIDENCE LOCKERS COUNTER - NORTH All 1; SCALE 1/4" = 1'-0" COUNTERTOP: SS - CABINET FACE: PLAM-2 2'-0„ F 4' 0 1/2" .x. 23 , EVIDENCE DRYING CABINETS - SOUTH ; 24 EVIDENCE LAB - WEST SCALE: 1/4" =1' 0" VERIFY REQUIRED CLEARANCE WITH EQUIPMENT SPEC 2'-1101/4" 3'-0° EQ ADA CLR -' COUNTERTOP: SS-1 CABINET FACE: PLAM-1 4\ CONFERENCE ROOM B All 1 SCALE: 1/4"= 1'.0" PROVIDE UNDER CABINET LIGHTING AT THIS LOCATION VERIFY REQUIRED CLEARANCE WITH EQUIPMENT SPEC 2' 101/2" : 3'-0" 6" 2'-23/4", ADA CLR COUNTERTOP: SS-1 CABINET FACE: PLAM-1 COUNTERTOP: SS-2 CABINET FACE: PLAM-2 25\ ‘, EVIDENCE LAB - NORTH A11.1 / SCALE: 1/4" = 1'-0" COUNTERTOP: SS-1 CABINET FACE: PLAM-1 -- ; ARMORY - NORTH \A11.1 / SCALE: 1/4"=1'-0" ; 3'-0"F 3'-0" COUNTERTOP: SS-2 CABINET FACE PLAM-2 A. B. C. D, E. MILLWORK GENERAL NOTES APPLY TO ALL MILLWORK SHEETS. MILLWORK SPECIFIED UNDER DIVISION 12. FIELD VERIFY ALL DIMENSIONS OF CABINET LOCATIONS IN THE BUILDING PRIOR TO FABRICATION. ALL BASE AND TALL STORAGE CABINETS TO BE 2'-0" DEEP UNITS, UNLESS NOTED OTHERWISE. ALL WALL CABINETS TO BE 1'-0" DEEP UNITS, UNLESS NOTED OTHERWISE. ALL SHELVING IN MILLWORK TO BE ADJUSTABLE SHELVING, UNLESS NOTED OTHERWISE. ANY SHELF WIDER THAN 36" TO BE 1" THICK. G. PROVIDE PLASTIC EDGE BANDING AT DOOR AND DRAWER EDGES MATCHING CABINET FACE. H. WHERE ELECTRICAL DEVICES ARE LOCATED IN MILLWORK, MILLWORK CONTRACTOR SHALL PROVIDE FINISHED OPENINGS. COORDINATE LOCATION(S) AND QUANTITIES WITH THE ELECTRICAL CONTRACTOR. PROVIDE JOINT SEALANT AT ALL PERIMETER JOINTS WHERE COUNTERTOPS, BACK AND SIDE SPLASHES, AND MILLWORK ABUT WALLS. PROVIDE LOCKS AT ALL DOORS AND DRAWERS WHERE INDICATED. PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS OF MILLWORK. ALL EXPOSED SURFACES IN OPEN SHELVING SHALL BE PLASTIC LAMINATE COVERED, UNLESS NOTED OTHERWISE. SEE DETAILS ON All -SHEET SERIES FOR TYPICAL COUNTERTOP AND CABINETRY DETAILS. K. COORDINATE OUTLET HEIGHTS WITH COUNTER HEIGHT. TYP B' 0" COUNTERTOP: SS-1 ( 36� ARMORY - SOUTH Al \ t1 i SCALE: 1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE s ,APPROVE) City of Tukwila BUILDING DIVISION ADA CLR - COORDINATE OUTLET HEIGHTS WITH COUNTER HEIGHT, TYP COUNTERTOP: SS-1 CONFORMED SET Issue Date - 05.10.2019 Revisions 8 04.02.19-ADD-8 73-17158-00 MILLWORK ELEVATIONS A11.1 41 EMERGENCY OPERATIONS CENTER (EOC) A11.1J SCALE: 1/4"=1,0" 42, COMMS / CONFERENCE ROOM \ A11 1 SCALE: 1/4" = 1'-0" 43...,,,. WELLNESS SCALE: 1/4" = 1'-0" 44JURY KITCHENETTE7 45`) RIFLE/GUN CLEANING - WEST r 46'\ RIFFLE/GUN CLEANING - EAST ,A11.1' SCALE: 1/4" = 1'-0" \ All 1 / SCALE: 1/4" = 1'-0" 'A11.1// SCALE. 1/4" =1'-0" C:1Revit173 17158-00 TJC AR 2018 Central sschmi 5/24/2019 12:15:46 PM COUNTERTOP: SS-3 CABINET FACE: PLAM-1 „ BREAK AREA EAST Al 1 2 SCALE 1/4" =1.-0" 9' 6" PLAM PA RANGE H OD, PROVIDE ADA ACC SSIBLE SWITCH PLANTER SHELVES 3'0" I'-4' 2 0► 3' 0" 8- 7 1/4" VERIFY VERIFY f VERIFY VERIFY Q ice- Q 3INA11.2 OPP $1„! TYP OVERHEAD TRELLIS SEE RCP z c2 J 9' - 515/16" BREAK ROOM BENCH - PLAN A11.2 % SCALE: 1/4" = 1' 0" T4' . 2'-10" e Al1.2 / SCALE' 1/4" = 1' 0" COUNTERTOP: SS-2 CABINET FACE: PLAM-2 12B/ All 2 -2r STEEL LEG WELDED TO HORIZONTAL " SUPPORTS 2 1/2" STEEL 2"X3" HORIZONTAL SUPPORTS - ONE EDGE TO BE LIVE EDGE, WIDTH VARIES. 2'-0" AT NARROWEST, 2'-0" AT WIDEST PROVIDE LAG BOLTS THROUGH STEEL FRAME INTO WOOD LEG LIVE EDGE WOOD LEG 2 ., BREAK ROOM ISLAND - PLAN All 2, SCALE: 1/4" 6-0" — PROVIDE SLOT IN COUNTER FOR MAIL DROP, LOCKING — ALL LOWER CABINETS TO BE LOCKABLE COUNTERTOP: SS-2 CABINET FACE PLAM-2 12E ' MITER EDGE All , SCALE: 1 1/2" = 1'-0" TUBE STEEL SUPPORTS 1/2" „! OPEN THROUGH -" CENTER STEEL LEG `f CORNER JOINT TO BE TIGHT, WITHOUT GAPS, OR WOOD FILLER JOIN WATERFALL MITER WITH BLIND PLYWOOD SPLINE LAG BOLT THROUGH FRAME INTO WOOD LEG PROVIDE 4 SCREWS THROUGH EDGE OF LEG INTO STEEL ANGLE PLUG HOLE WITH WOOD PLUG /- LIVE -EDGE WOOD (WD-3) COUNTERTOP TO / WATERFALL DOWN TO FLOOR. PROVIDE MITER / JOINT AT CORNER WHERE COUNTER MEETS /� VERTICAL SURFACE, ALL FASTENERS BLIND. L J - WATERFALL LIVE EDGE (WD-3) LEG 100'-0" 3- BOLT TABLE LEG TO FLOOR 12A BREAK ROOM ISLAND - FRONT A11_2 , SCALE: 1/4" = �' -- 3" X 12" MAIL SLOTS WITH ',Y MELAMINE INTERIOR 22 HUB MAIL STATION CASEWORK ''23 POLICE MAIL STATION CASEWORK `-, All 2 , SCALE: 1/4" = 1'-0" 9'-6" EQUAL v, EQUAL 3 A', BREAK AREA BENCH ODD VENEER CLAD EAMS & CROSS MEMBERS WD-5) REVEAL AT JOINTS, PROVIDE (SCHL-1) ALUMINUM "F" REVEAL. WRAPS CORNER, RETURNS TO WALL TYP WOOD VENEER PANEL (ND-5) WOOD VENEER PANEL (WD-5) RETURNS TO WALL. TYP SOLID WOOD CLAD SEAT AND FRONT WITH SOLID WOOD TOE KICK (WD-5) `. A11.2,SCALE: 1/4" = 1'-0" COUNTERTOP: SS-1 COUNTERTOP: SS-1 CABINET FACE PLAM-1 CABINET FACE: PLAM-1 41 ROOM C109 COUNTER 42 PROBATION COUNTER SLOTS ,,A11.2 SCALE: 1/4" = 1'-0" All 2 i SCALE: 1/4" = 1'-0" 3" X 12" BROCHURE SLOTS WITH MELAMINE INTERIOR ALL LOWER CABINETS TO BE LOCKABLE WOOD CLAD BEAM /- WOOD CLAD CROSS MEMBERS 24 PLAM PANEL ABOVE REF (WD-3) LEG PROVIDE CONCEALED 2"X 2" X 3/16" STEEL ANGLE, ANGLE STOPS SHORT OF ENDS EASE WOOD LEG AT BOLT HEADS WOOD LEG RESTS ON STEEL ANGLE ��- FLOOR LEVEL \�- ANCHOR BOLT, 2 PER LENGTH OF ANGLE t2D , LIVE EDGE FOOT All 2 SCALE: 1 1/2" = l'0" 2" X 3" X 3/16" TUBE STEEL LEG. ALL JOINTS GROUND SMOOTH, PAINTED BLACK Yx '"--- OPEN THROUGH CENTER 2' 0"_.. PROVIDE 3/8" ANCHOR BOLTS 12B `, BREAK AREA ISLAND - SIDE A11.2 , SCALE: 1/4" = 1' 0" WALL PER TYPE WITH FRAMED GYP SOF FIT PLAM CLAD PANEL PROVIDE STEEL BRACE TO SECURE PANEL @ 3'-0" O.C. REFRIGERATOR WHERE OCCURS A11.2 / SCALE' 1" = 1'-0" 9 WOOD CLAD SEAT AND FRONT WITH WOOD TOE KICK (WD-5) — WOOD (WD-5) VENEER 9" BREAK AREA LATTICE CASEWORK A11.2,, SCALE: 1/4" = 1'-0" 3', 0" x 3' 0' 3' -0" 12'-43/4" COUNTERTOP' PLAM-4 CABINET FACE: PLAM-4 3 CONFERENCE ROOM EAST A11.2 ' SCALE: 1/4" = 1-0" Level 01 100' - 0^... COUNTERTOP: SS-2 31C , HUB LATTICE BUILT-IN BENCH ,A11.2 / SCALE: 44 COLLECTION COUNTER PUBLIC SIDE A11.2; SCALE: 1/4"= 1'-0" All / SCALE' 1/4" = 2C ` ISLAND 3D VIEW A11 2 ! SCALE: COUNTERTOP: SS-2 CABINET FACE: PLAM-2 EVIEWEo F-1'rp SCE C:1MPLIANCE,1 2 i ?Jo: i.'.i y ( j 4XWIlu BUILDING DIVISION Level 01 -0" 45 COLLECTIONS C101 CASEWORK M3 0 REGISTERED ARCHITECT 1/ ERICA LOYN STATE OF, WANE AS NGTON CONFORMED SET Issue Date - 05.10.2019 Revisions 04.17.19-ADDal 73-17158-00 MILLWORK ELEVATIONS A11.2 Cr1Revit173-17158-00TJCAR2018Centralsschmitz.rvt 5/24/2019 12:15:48 PM COUNTERTOP: SS-2 CABINET FACE: PLAM-2 11 , COPY A212 CASEWORK A11 3 SCALE: 1/4" = 1%0" 8' - 3" ADA 24' - 9" OVERALL 8' - 3" STANDARDI COUNTERTOP: SS-2 FULL HEIGHT PARTITION CABINET FACE: PLAM-1 21 , COURTS RECEPTION CASEWORK 3' - 0" 2' - 10 1/2" 4' - 7 1/2" VIF VERIFY ADA CLR COUNTERTOP: SS-1 CABINET FACE: PLAM-1 12 OPEN OFFICE A228 GALLEY A11:3) SCALE: 1/4" = 1'-0" 8' - 3" STANDARD ; 20" \A11.3; SCALE: 1/4" = 1'-0" /7 31 \ • PLANT SHELF AT BREAK AREA 3/ SCALE: 1 1/2" =1*-.0" WALL TYPE PER PLAN WALL FINISH, PER SCHEDULE PERFORATED STAINLESS STEEL INSET FLAT METAL EDGE. SECURED TO UNDERSIDE OF WOOD TO HOLD S.S. INSET PLASTIC OR METAL DRIP PAN TO COLLECT WATER PIPING PER PLUMBING SHEETS 3/4" MDF WITH VENEER ON SIDES STRUCTURAL SUPPORT AS REQUIRED 16' - 6" OVERALL 1' 8' - 3" ADA 8' -3" STANDARD ; COUNTERTOP: SS-2 CABINET FACE: PLAM-1 13 CLERKS WINDOW COUNTER --\ BASE AS SCHEDULED A11.3/' SCALE: 1/4" = t-0" COUNTERTOP: SS-2 BASE AS SCHEDULED COUNTERTOP: SS-2 15 RECORDS WINDOW COUNTER (PUBLIC SIDE) \A113, SCALE: 1/4" = 1%0" 23 COURTS LOBBY COUNTER 24 PATROL REPORTS COUNTER \A11.3 ; SCALE: 1/4" =1.-0" A11 3 SCALE: 1/4" = 1.0" COMPUTER CABINETS PROVIDE VENTING @ SIDE PANEL OF CABINET, NEAR TOP OF CABINET, TYP REVIEWED FOR CODE COMPLIANCE APPROVEr !JUN 2 d City of Tukwila [13,.UILDING DIVISION 5nD REGISTERED ARCHITECT /9 ERICA JANE LOYND STATE OF WASHINGTON '41 CONFORMED SET Issue Date - 05.10.2019 Revisions ii 04.17.19- ADD-11 73-17158-00 MILLWORK ELEVATIONS A11.3 M, 0 N'. 5/16/2019 1:5724 PM BB O I A- N 7 N 91 W co N 0 O (X N W8x10 22'-6" W16x26 [12] C 1/2" t B3 'r I W BB o B3 B3 B3 W16x26 [12] C 3/ W16x31[16]C1 COD 10'-1" 0 0 O P O t0 16"0A2 , \ 26x14B4, W 18x35 [14] 0 X co 5 -3" ,_,W21x62 [18] SFRS PLAN NORTH 6x31 [14] C 1 1/2' II W8x10 a X co 14'_6" 14'-0" 18'-0" WN12x14 W21x50[16]C11/8 y U a (0 K20x12B32 6x31 [141C 1 1/2] 26x14B4 j` W24x76 [24] C 1" 18x8B2 W24x84 [30] C 1"r, 12"0A1 2 ! -- 2,_2" W16x31 [14] C 1 1/2" W21x50 [\6] C 1 1/8' i 0 c X 20x12B3 7 I L l C [9 L] 9Zx9l M 0 0 0 180'-6" 4'-2" 2'-10" 0 8 ® 0 15'-11" 5'-1" 8'-4" 6'-2" 2 N S 2 7,1 18x35 [16] C 1" I S5.5 B3 W16x77 [6] SFRS SECOND LEVEL FRAMING PLAN - AREA A 1/8" = 1'-0" W16x26 [12] C 1 1/8" W30x90 [34] C 1 1/2" n _... W8x1'0 , N N O V W14x22 [10] C 0, W24x76 [24) C 1/2" SFRS N O N 0 0 N } 18x35 [14] CC 3/4" W16x26 [12] C 1 1/8 CO U O N a� 0© CD 0 0 r6,2 W24x84 [12] SFRS `� W18x55 20 SFRS W W18x35 [16] C 3/4" W18x40 [32] co O fla U, co co co 4 W 16x26 [12] C 1" O W16x26 [12] C 5/8" CO N O 12'-0" MATCH LINE or SEE 5/S1.2B W16x26 [12] C 7/8"'. W16x26 [12] C 5/8 CO N N 0 N N 5 A) 0 O N W14x22 [19 C 6 W16x26 [12] C 1 W 16x26 [12] C 7/8" W16x26 [10] .60 0 v N X 0 0 0 0 5.5 0 0 0 LEGEND NOTES GENERAL PLAN NOTES: G1. REFERENCE DRAWINGS: SO.X STRUCTURAL NOTES, SPECIAL INSPECTION SCHEDULE, SYMBOLS AND ABBREVIATIONS, LOAD MAPS. S4.X TYPICAL CONCRETE DETAILS. S5.X TYPICAL STEEL DETAILS. STEEL FRAMING PLAN NOTES: S1. TOP OF STEEL SHALL BE 113'-0" THIS LEVEL, UNO. S2. SLAB SHALL BE 3" CONCRETE OVER 3" 21 GAUGE TYPE W COMPOSITE STEEL DECK, 6" TOTAL THICKNESS WITH #4 @ 15" OC EW, UNO. S3. I\ \I INDICATES AREA WITH ADDED 6x6 W 1.4xW 1.4 WWF PLACED ABOVE REINFORCEMENT. WWF SHALL BE PLACED OVER ALL AREAS WITH EXPOSED CONCRETE FINISH. ] REVIEWED FOR CODE COMPLIANCE APPROVED ,IJJI 2 ii ]ty of Tukwila BUILDING DIVISION'+, KEY PLAN 0 [ CONFORMED SET ISSUE DATE - 05.10.2019 Revisions ADD-3 02-25-19 ADD-5 03-15.19 ASI #2 05-20-19 1800576 SECOND LEVEL FRAMING PLAN - AREA A NMck 051)b S1.2A LEGEND NOTES It Moclels120181TJC ST 20t8 Central al 019 1:57:31 PM 0 0 a cc 0 0 0c cc 00 3'-5" 0 0 0 22'-6" 2'-1" 10'-1" '.. 14'-6" F -f SEE NOTE S9 I N_ 4x26 SFRS W14x22/(-2 1/2") W8x10 24K 340/193 B2 B2 B2 24K 340/193 W16x31 (-2 1/2") i--1 I I 0 31 _J W16x26 (-2 1/2") SEE NOTE S7 --\--, co co O O M N co � ! mI )m�� W21x62 (-2 1/2') SFRS 24K 340/193 u - SEE NOTE S7 14'-0" 18'-0" 125'-9" B/DECK AT GRID 10 SEE NOTE S7 -L i W8x10 24K 340/193 MECH EQUIP 1,600 LBS 20K 322/175 24K 340/193 p 20K 322/175 24K 340/193 W8x10 o' 0 PLAN NORTH -' fi -v 24K 340/193. 20K 322/175 cn O tor W21x44 (-2 1/ ) 24K 340/193 24K 340/193 a 26'-9 1/2" B/DECK AT GRID 6 OJ W24x62 (-2 1/2") 20K 322/175 24K 340/193 N v W24x62 (-2 24K 340/19 24K 340/193 W8x10 { _W8x10 J- W8x10 o MECH EQUIP I 3 5,000 LBS 2") W8x10 W8x10 a 0 MECH EQUIP 1,200 LBS - �I an W21x55 (-2 1/2") SFRS 24K 340/193 i 5,2 125'-6" B/DECK AT GRID 1 TYP re X 24K 340/193 15'-11" WSx10—�- s 0 3 W14x22 (-2 1/2") SFRS 03 II 0 Im 13 _d W8x10 L_ J W8x10 24K 294/168 X v op W-1 --2 1121 oo rn N N 82 W14x26 SFRS M T N -I- 24K 340/185 CO W27x84 (-2 1/2") co cc 20K 345/188 0 N cc u, 125'-10" B/DECK AT GRID 9 MINIM W21x50( 2 1/2") SFRS. Lm oo `L 20K 345/188 W16x31 (-2 1/2") AMMO ro 2'-10" 0 ® FH I W8x10 m MECH EQUIP 3,200 LBS - - 16K 350/208 20K 345/188 20K 345/188 W8x10 -- SEE NOTE S7 0 M Y o `n ccI La..); Sc 03 +-1 _ W12x35 `2 1/2") SFRS 5,2 3,2 Y .r �n u. co N▪ r r -24K 342/195 HIGH SFRS 6,2 7' z W18x40HIGH SFRS I o N I N I N I X N 03 CO CO l m MATCH LINE SEE 1/S1.3B I = I 31'-0" B/DECK AT HIGH BEAM N ''.. W 14x22 (-2 1/2" )- '' 4'-10" 4'-10" I oo cv v N \-4'-10"- { 22K 348/189 'I T Ir._ er 22K 348/189 4'-10" O co N O { , W18x35(-21/2') FH vX SEE NOTE 9 W14 CO cc Y O 2 (-2 1/2")- _---.-' 1=1'; O M co N 0 oo CO N 0 W8x10 W8x B3; B3'. X N 16x31 (-2 1 2 ) SEE NOTE S7 1 6 W16x26 FH \W8x10 N K U7 0 X w 01 (0I OW W16x26 W 22K 348/189 22K 348/189 N: W18x40 SFRS (V 0 CO cv — SEE NOTE S7 41 I as.I m_ I I , I I W16x31 I cc 1- CO 0 O 0 0 o oO ROOF FRAMING PLAN - AREA A 1/8" = 1'-0" 0", 4'-10" 4'-10" LL LL O X co W14x48 (-2 1/2") HIGH S 0© 4'-10" MOVABLE PARTITION BELOW, PROVIDE SUPPORT PER 7/S5.8 0 0 0 0 0 129'-7 1 2" B/DECK AT GRID 3 GENERAL PLAN NOTES: G1. REFERENCE DRAWINGS: SO.X STRUCTURAL NOTES, SPECIAL INSPECTION SCHEDULE, SYMBOLS AND ABBREVIATIONS, LOAD MAPS. S4.X TYPICAL CONCRETE DETAILS. S5.X TYPICAL STEEL DETAILS. STEEL ROOF FRAMING PLAN NOTES: 81. BOTTOM OF DECK SLOPES UNIFORMLY BETWEEN ELEVATIONS SHOWN. S2. STEEL ROOF DECK SHALL BE 1 1/2" - 20 GAUGE TYPE B. FASTEN DECK PER 6/S5.5. S3. CONTRACTOR SHALL VERIFY AND COORDINATE ALL ROOF TOP MECHANICAL UNIT DIMENSIONS, LOCATIONS, WEIGHTS, AND OPENINGS. S4. BIDDER -DESIGNED STEEL JOISTS SHALL BE LOCATED AS SHOWN ON PLAN AND BE THE DEPTH AND TYPE INDICATED. JOIST DESIGNATION: 22K 322/175 -- LIVE LOAD TOTAL LOAD JOIST TYPE -- JOIST DEPTH S5. STEEL JOIST LOADING IS AS FOLLOWS: A. ALL JOIST LOADS ARE SHOWN IN ASD. B. UNIFORM TOTAL AND LIVE LOADS ARE INDICATED ON THE JOIST DESIGNATION IN PLF. C. CONCENTRATED LOADS INDICATED ON PLAN ARE ADDED LOADS. SEE 9/S5.5 FOR JOIST REQUIREMENTS AT CONCENTRATED LOADS. D. WIND NET UPLIFT LOADING SHALL BE PER 1/S0.9. S6. JOIST DEFLECTION LIMITS, UNO: LIVE = L/240 TOTAL = L/180 S7. ALIGN JOIST PANEL POINTS TO PERMIT THE PASSAGE OF MECHANICAL DUCTWORK WHERE INDICATED. S8. LIMIT DEFLECTION OF JOISTS SUPPORTING MOVABLE PARTITION TO: LIVE = L/600 TOTAL = L/480 S9. WHERE INDICATED, LIMIT JOIST DEFLECTIONS TO: LIVE = L/480 TOTAL = L/360 S10. LBR1'I INDICATES BEAM BRACE PER 5/S5.5. S11. INDICATES BIDDER -DESIGNED FALL PROTECTION ANCHOR. SEE ARCHITECTURAL DRAWINGS FOR LOCATION. REVIEWED FOR CODE COMPLIANCE APPROVED UN 2 8 20W City of Tukwila BUILDING DIVISION KEY PLAN L 0\A"flD3D Architecture Engi 0 0 CONFORMED SET ISSUE DATE - 05.10.2019 Revisions ADD-3 02-25-19 ADO-5 03-15.19 ASI #2 05-20-19 1800576 ROOF FRAMING PLAN - AREA A S1.3A No. LIGHT GAUGE COVER SHEET TUKWILA JUSTICE CENTER - INTERIORS 15045 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 RENDERING -ISOMETRIC NOTES Rendering/ Isometric Notes: 1. The shown 3D renderings are for reference only. Contractor to coordinate the construction of the above referenced project with the provided structural drawings, notes, and/or details as appropriate. Abbreviations AB ACI ADD AFF AGGR AIA AISC AI51 ALT AL. ANSI APA APPROX ARCH, ASPH ASS'Y. ASTM AVG AWS B , BOTT BD BLDG BLKG BOD BPL BRG BT C C G. CF COORD. CFS CJ CJP CL CLR, COL CONC CONN. CONST CONT. CMU CY DIAG DW. DIMS. D.F. DWG. E EA. EB. E.J ELEC EL. or ELEV. ENGR. EOD FOR E N. EQ. EQUIP. EST. EXIST. / (E) EXT. FAB F.D FF FIG. FIN FLR END FS FT. or' FTG GA GALV. G.0 GEN GLB GR or GRD GRND. HD HORIZ ID IF IN or" INCL JNT K K.O. LAM lb. LG. LG LHE LLBB LLH LLV LOC LONG LVL L W. Anchor Bolt American Concrete Institute Addition Above Finish Floor Aggregate American Institute of Architects American Institute of Steel Construction American Iron and Steel Institute Alternate Aluminum American National Standards Institute American Plywood Association Approximate Architect or Architectural Asphalt Assembly American Society for Testing and Materials Average American Welding Society Bottom Board Building Blocking Bottom of Deck Base Plate Bearing Bent Channel Center of G Cubic Foot Coordinate Cold Formed Steel Control Joint Complete Joint Penetration Center Line Clear Column Concrete Connection Construction Continuous Concrete Masonry Units Cubic Yard Diagonal Diameter Dimensions Douglas Fir Drawing East y Each Expansion Bolt Expansion Joint Electric or Electrical Elevation or Elevator Engineer Edge of Deck Engineer of Record Edge Nail (Nailing) Equal Equipment Estimate Existing Exterior Fabrication Floor Drain Far Face Figure Finish Floor Foundation Far Side Feet or Foot Footing Gage or Gauge Galvanize General Contractor General (Notes) Glu Lam Beam Grade Ground Hoktown (Simpson) Horizontal Inside Diameter Inside Face Inches Include or Included Joint Kip (1,000 lbs ) Knockout Laminated Pound Long Angle Light Gauge low Hydrogen Electrode Long Leg Back To Back Long Leg Horizontal Long Leg Vertical Long du dinal Locations Laminated Veneer Lumber Light Weight MFG M MATL MAX M.B MECH MED MET. MEZZ. MIN. MIN MISC. MIX MK. ML MULT N NF NO. or # NOM NTS NS OC OD OPP ORIG. O.S.B. OVS OWSJ PAF PC. PCF PEN. PERM PERP. PL PP PROJ PSF PSI P-T P.T Manufacturer Bending Moment Material Maximum Machine Boll Mechanical Medium Metal Mezzanine Minimum Minute Miscellaneous Mixture Mark Micro Lam Multiple North Near Face Number Nominal Not to Scale Near Side On Center Outside Diameter Opposite Original Oriented Strand Board Oversized Open Web Steel Joist Powder Actuated Fastener Piece Pounds Per Cubic Foot Penetration Permanent Perpendicular Plate Partial Pen Project Pounds Per Square Foot Pounds Per Square Inch Post Tension, Post Tensioned Pressure Treated QTR. Quarter RAD. or R REC. REF. REINF. REQD. REV RM R.O. S S SCHED S.F SHT. SHTG. SIM. SK. SPECS. SO S S. SSLT STD STIR. STK STRUCT SYM T AND T AND B TAN. THK. THRU TJI TO TOC or TO LONG. TOF or TO FTG. TOL TOM or TO MASONRY TOS or TO STL. TOW or TO WALL TRANSV TYP. UN UNO VERT V.I F. VOL. W W WD W.P WT X-HVY X-STR YD 2L Radius Recommendation(s) Reference Reinforce, Reinforced, Reinforcement or Reinforcing Required Remse or Revision Room Rough Opening South I Beam Schedule Strut Force Sheet Sheathing Similar Sketch Specifications Square Stainless Steel Short Slotted Holes Transverse to Direction of Load Standard Stirrup Stock Structural Symmetrical Tongue and Groove Top and Bottom Tangent Thick Through Trim Joist MacMillan I Joist Top Of Top of Concrete Top of Footing Tolerance Top of Masonry Top of Steel Top of Wall Transverse Typical Unless Noted Unless Noted Otherwise Vertical Verily in the Field Volume West Wide Flange Wood Work Point Weight Extra Heavy Extra Strong Yard Double Angle Symbol Legend Span Direction Miscellaneous Elevation Floor or Steel Elevation Rigid Connection ;/,/ Masonry (CMU) Wall Concrete Wall Earth New Construction Existing Construction Section Cut Elevation Reference Fastener Notation Quantity Separating Dash 2- 1 1 /4,rx3" Fastener Length - Fastener Diameter Size Symbols for Structural Steel per AISC Revision Cloud and Number ----- Number of Nelson Studs required W12x 19 [10] c=3/4" AISC beam designation Symbols for Light Gauge -- Stud Span Spacing Header Designation Jamb Designation Boise, ID 201 N. Maple Grove Ste 100 Boise, Idaho 83704 Phone (208) 342-7168 Lochsa engineer 1-866-606-9784 www.Lochsa.com Las Vegas, NV Denver, CO Calgary, Alberta Sheet List DWG # DRAWING TITLE ORIGINAL REV. # REV. DATE SUBMITTAL LG0.01 LIGHT GAUGE COVER SHEET 09/19/19 L. LGO.02 1LIGHT GAUGE DESIGN NOTES 09/19/19 09/19/19 LG1.01 OVERALL FLOOR PLAN, FIRST LEVEL LG1.01A TFLOOR PLAN, FIRST LEVEL - AREA A i 09/19/19 LG1.01 B 1 FLOOR PLAN, FIRST LEVEL - AREA B . 09/19/19 [ LG1.01C 1FLOOR PLAN, FIRST LEVEL - AREA C 09/19/19 LG1.02 OVERALL FLOOR PLAN, SECOND LEVEL _ 09/19/19 1 09/19/19 1— LG1.02A jFLOOR PLAN, SECOND LEVEL - AREA A LG1.02B 'FLOOR PLAN, SECOND LEVEL - AREA B j 09/19/19 LG1.03 OVERALL ROOF PLAN 09/19/19 LG1.11 -' 09/19/19 OVERALL REFLECTED CEILING PLAN, FIRST FLOOR LG1.11A REFLECTED CEILING PLAN, FIRST FLOOR - AREA A 09/19/19 LG1.11 B LG1.11C REFLECTED CEILING PLAN, FIRST FLOOR - AREA B 09/19/19 _-- REFLECTED CEILING PLAN, FIRST FLOOR - AREA C 09/19/19 T 09/19/19 LG1.12 ;OVERALL RCP, SECOND LEVEL LG1.12A REFLECTED CEILING PLAN, SECOND LEVEL - AREA A 09/19/19 ---- -- LG1.12B REFLECTED CEILING PLAN, SECOND LEVEL - AREA B 09/19/19 LG4.01 LIGHT GAUGE INTERIOR SCHEDULES 09/19/19 LG4.02 LIGHT GAUGE INTERIOR SCHEDULES I 09/19/19 LG4.03 LIGHT GAUGE INTERIOR SCHEDULES 09/19/19 LG4.04 LIGHT GAUGE INTERIOR TYPICAL DETAILS 09/19/19 LG4.05 "LIGHT GAUGE INTERIOR TYPICAL DETAILS 09/19/19 LG4.06 1LIGHT GAUGE INTERIOR TYPICAL DETAILS 09/19/19 LG4.07 LG4.08 LIGHT GAUGE INTERIOR TYPICAL DETAILS LIGHT GAUGE INTERIOR TYPICAL DETAILS 09/19/19 09/19/19 LG4.11 I SUSPENDED CEILING TYPICAL DETAILS 09/19/19 LG4.12 LG4.13 SUSPENDED CEILING TYPICAL DETAILS SUSPENDED CEILING TYPICAL DETAILS [ 09/19/19 09/19/19 LG4.51 1LIGHT GAUGE INTERIOR DETAILS 7 09/19/19 LG4.52 [LIGHT GAUGE INTERIOR DETAILS 09/19/19 Sib ft003c' P?ECij CI Y �:✓t= - NOV 2.. PERMIT CENTER W I— z W J H H- m 0 PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 TAMP .. L✓L 09/19/19 EXP. 5/28/2020 ALL STRUCTURAL XTAILS USED ON THIS PLAN ARE COPYRIGHT( •C) OF LOCHSA ENGINEERNG ThE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LODHSA ENGINEERING • N c a 0 a) CC DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LGO1OI FULL REVIT 2018 General 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. All design and construction shall conform to the 2015 International Building Code and local jurisdictional amendments per state, county, city. etc. References to ASTM and other standards shall refer to the latest edition designated by IBC Chapter 35. Refer to the specifications for information in addition to that covered by these structural notes and drawings. The following standards were used for design. Building Code Requirements for Structural Concrete 'ACI 318-14 Specifications For Structural Steel Buildings IAISC 360-10 North American Specifications For The Design Of Cold -formed Steel Structural Members AISI S100-12 Minimum Design Loads For Buildings And Other Structures ASCE 7-10 All specifications and codes noted shall be the latest approved editions and revisions by the governmental agency having jurisdiction over this project. The Contractor shall verify all dimensions prior to starting construction. The Architect shall be notified of any discrepancies or inconsistencies. Summary of Work: Project consists of new construction as shown on these Contract Documents used in coordination with the Architectural and other discipline's documents. See also note 7. Warranty: The Engineer of record has used the degree of care and skill ordinarily exercised under similar circumstances by members of the profession in this locale and no other warranty, either expressed or implied, is made in connection with rendering professional services. Structure noted in the drawings as existing shall be field verified by the contractor and any discrepancies noted shall be reported to the Architect/Structural Engineer. Construction documents include but are not limited to: drawings, plan notes, typical details, general notes, custom details, specifications, etc. In addition to those prepared by other disciplines. general referenced on Do not scale the drawings for dimensions not shown. Notes and details on the drawings shall take precedence over notes, typical details, and the project specifications. Typical details and schedules indicated may not be specifically the drawings. The contractor is responsible to determine where each typical detail, denoted similar details detail or schedule applies. If locations are found where no typical typical schedule, or specific detail applies, notify the Architect/Structural Engineer. - Drawings indicate general and typical details of construction. Typical details and general notes shall apply even if not specifically on plans, UNO. Where conditions are not specifically indicated of construction shall be used, subject to review and approval by the Architect and the Engineer of record. the finished Contractor to and procedures shoring, and local necessary to include, but earth, wind etc. methods. Site services solely for intent shown of when on the an ICC-ES code. an alternate earlier edition listed code are of interior curbs, floor grooves, inserts, stair drawings, ceiling duct slabs, concrete location of except as shown The contract Structural drawings and specifications represent structure. They do not indicate the method of construction. provide construction means, methods, techniques, sequences is required. Contractor to provide adequate excavation procedures, bracing and erection procedures complying with national, state safety ordinances. The Contractor shall provide all measures protect the structure during construction. Such measures shall not be limited to: bracing and shoring for loads due to hydrostatic, or seismic forces, construction equipment, temporary loading, Observation visits (site visits) by representatives of Architect/Structural Engineer do not include inspection of construction means and visits during construction are not continuous nor detailed inspection which are to be performed by others. Observations are performed the purpose of determining if the Contractor understands design in the contract drawings. Observations do not guarantee Contractor's performance and are not to be construed as supervision or verification construction. Notify the Structural Engineer prior to constructing or fabricating, drawings by others show openings, pockets, etc., not shown structural drawings, but which are located in the structural members. Products that require a report on code compliance shall have or IAPMO report evaluated for the above listed governing building Where required by the governing jurisdiction, a submittal as material and method is required for all reports evaluated to an of the IBC. Reports evaluated to codes other than the above not permitted, unless allowed by the governing jurisdiction. See the architectural drawings for the following: Size and location of door and window openings, size and location and exterior non -bearing partitions, size and location of concrete drains, slopes, depressed areas, changes in level, chamfers, size and location of floor and roof openings, floor and roof finishes, framing and details, dimensions not shown on the structural assemblies, exterior wall assemblies,etc. See mechanical, plumbing, and electrical drawings for the following: Pipes, sleeves, hangers, trenches, wall, floor, and/or roof openings, penetration, electrical conduit runs, boxes, outlets in walls and inserts for electrical, mechanical or plumbing fixtures, size and machine or equipment bases, anchor bolts for mounts, etc., or noted. See also note 13. Structural Loads LIVE LOAD: Interior Pressure SEISMIC LOADS (Unfactored): Occupancy Category Importance Factor (Building) Importance Factor (Nonstructural Components) Soil Site Class IP = 5 psf IBC Section 1607.14 IV j le = 1.5 ASCE 7- Ip=1.5ASCE 7- 0 Table 1.5-2 0 Section 13.1.3 Mapped Spectral Response Acceleration SS=1.49g S1 = 0.56 g Spectral Response Coefficient: ISDS=0.99g Seismic Design Criteria: �SD1 =0.56g Seismic Design Category Interior Nonstructural Walls and Partitions: ap=1.0 *Typical Interior Allowable Deflections Rp = 2.5 Gyp. Board Tile/EIFS/Stucco Stone/Brick L/240 L/360 L/600 *Deflections above are typical and can be superceded by EOR/AOR submittals or specifications. The deflections above are per the contracts documents listed in the title block. **For deflection criteria not listed above, contact Lochsa Engineering. Post Installed Mechanical Anchors Mechanical anchors shall not be installed without prior approval of engineer unless specifically detailed on the drawings. 2. Over -drill as indicated by the Anchor Manufacturer, and to the depth indicated on the structural drawings. 3. Clean hole per manufacture requirements. 4. The following expansion type anchors are structurally acceptable for use in uncracked, cracked, and seismic concrete applications: Simpson Strong -Bolt 2 Wedge Anchor - ICC ESR-3037 Hilti Kwik Bolt TZ - ICC ESR-1917 Dewalt Power -Stud+ SD2, SD4, SD6 - ICC ESR-2502 5. The following expansion type anchors are structurally acceptable for use in fully grouted masonry: Hilti Kwik Bolt 3 - ICC ESR-1385 Dewalt Power -Stud+ SD1 - ICC ESR-2966 6. The following screw type anchors are structurally acceptable for use in uncracked, cracked, and seismic concrete applications: Simpson Titen HD - ICC ESR-2713 Hilti HUS-EZ - ICC ESR-3027 ITW RedHead Tapcon - ICC ESR-2202 Dewalt Screw Bolt+ - ICC ESR-3889 7. The following drop in type anchors are structurally acceptable for use in uncracked, cracked, and seismic pt and hollow plank concrete applications: Hilti HDI-P TZ - ICC ESR-4236 Dewalt Mini -Undercut + - ICC ESR-3912 8. The following screw type anchors are structurally acceptable for use in fully grouted masonry: Hilti HUS-EZ - ICC ESR-3056 Simpson Titen HD - ICC ESR-1056 Dewalt Screw Bolt+ - ICC ESR-4042 9. Installation and inspection of post installed anchors shall be performed as required by ICC reports and manufacturer's instructions. Shot Pins Shot pin fasteners shall not be installed without prior approval of engineer unless specifically detailed on the drawings. 2. Installation and special inspection of fasteners shall be performed as required by ICC reports and manufacturers instructions. 3. Shot pins shall not be used for seismic anchoring or bracing applications, unless approved by the governing jurisdiction. 4. Shot pins in post -tension concrete are permitted only when the supplier can show that concrete spalling will not occur and are located so as to preclude damage to tendons and tendon anchorage. 5. See plans and details for spacing. Shot pins driven into concrete base material shall maintain a minimum edge distance at all concrete elements of 3" and minimum fastener spacing shall be 4". For interior and exterior framing, pins shall have a 3/4" and 1" minimum penetration repectively. Minimum concrete thickness shall be 3 times the penetration depth. Concrete shall attain full design strength prior to installing shot pins. Shot pins driven into steel base material shall maintain a minimum edge distance at all steel elements of 1/2" and minimum fastener spacing shall be 1". Length of pin shall be as required to penetrate through steel member uno. At steel thicker than 3/4", pins shall have a minimum point penetration of 1/2". Shot pins driven into solid grouted masonry shall maintain a minimum 4" distance from the top, bottom and edges of the wall and a minimum 1" distance from mortar joints. No more than one fastener may be installed in an individual CMU cell. 6. The following shot pins are approved for non -tension, shear only use in solid grouted masonry: Hilti Low Velocity X-U (0.157" dia.) - ICC ESR-2269 7. The following shot pins are approved for non -tension, shear only use in uncracked concrete: Hilti Low Velocity X-U (0.157" dia.) - ICC ESR-2269 8. The Following shot pins are approved for tension and shear in steel: Hilti Low Velocity X-U (0.157" dia.) - ICC-ESR 2269 Cold -Formed Steel Structural Members GENERAL FRAMING A. Steel structural studs 16 ga. and thicker shall have yield strength Fy = 50 ksi. B. All cold -formed steel construction shall be in accordance with the latest American Iron and Steel Institute standards and guidelines. C. Typical gap at slotted slip track shall be 3/4", uno. D. Typical slotted slip track shall be 20 ga. min. for interior walls, uno. Metal studs shall meet requirements and structural properties of S.S.M.A (ICC ESR-3064P) or approved equal. E. For light gauge framing, track and header sizes, spacing and locations,see plans. For conditions not shown, notify engineer. F. For all interior wall finishes, see architectural. G. Notching or coping of studs is not allowed, unless specifically noted. H. For all bearing conditions, ends of studs must seat firmly in runner track with full contact between the stud and the adjoining track web. For additional information see note 1.K. Framing design assumes all cladding is uniformly laterally attached to each framing member and is limited to a uniform distribution of load to the framing member. The design does not include review of effects of local forces resulting from the attachment of any cladding (brick ties,attachment clips, etc.). Punch outs shall not be located within 6" from any support, bearing location or applied load. K. Non -bearing continuous track splices are to be screwed or welded as shown in the construction documents. Wire tying of stud framing components shall not be permitted. L. For ledger track conditions, the supported framing is to be within an 1/8" of track ledger web. M. For interior non -load bearing walls use steel structural wall bridging spaced evenly at 8'-0" oc. max., uno. Contractor, at their own option, may use continuous cold rolled channel bridging centered in stud punch outs. Steel structural stud wall bridging shall be a minimum same size and ga. shown on the drawings, through stud punch outs. N. Contractor to coordinate insulation inside built-up with architectural drawings prior to field erection. O. This drawing package is being submitted for approval only. Any materials ordered or constructed based on this drawing package prior to final approval from the Architect and Engineer -of -Record is at risk of the framing contractor. Framing contractor is advised to obtain final approved drawing package prior to ordering material and/or construction. 2. WELDING A. Welding of steel structural members connections shall be done using fillet, plug, butt or seam welds with a minimum as specified in AWS D1.3. Use 70 ksi filler material. B. Welders shall be qualified in light gage welding. All welding shall be performed in accordance with the latest version of AWS D1.3 specifications for Welding of Sheet Steel Structures. C. Minimum weld throat thickness (t) must meet or exceed the base steel thickness of the thinnest connected part, unless noted otherwise. 3. FASTENERS AND HARDWARE A. For interior walls use #8 Hilti self drilling screws - ICC ESR-2196 or approved equal at spacing noted on plans and details, uno. B. Anchor light gauge framing to base structure with approved expansion bolts, epoxies, screws, actuated fasteners, etc as specified in the construction documents. For additional information see the appropriate fastener notes. C. Screws spacing and edge distance shall be 5/8" min., uno. D. Typical top of parapet shall be 1 1/4" track x same ga. stud depth as wall with #10 screw at each side of each stud, uno. E. Specified hardware shall be Simpson Strong -Tie or approved equal installed per manufacturer's recommendations, uno. F. All fasteners to light gauge framing are to have a minimum three thread penetration into the supporting member. n•rr isi F-.i 7 CITY NOV 22. 2019 PERMIT CENTER 0) ro E m aai n ' . o C v92 :E.:I!: lilk 9 or U y ca 0, 0 N U co H m ry co J W SHEET TITLE J a RS SITE ON 05/21119 PER REVIT FILE UPLOADED TO BNBUILD AMP 0snsns EXP 5/28/2020 ALL STRLCTLAAL RETAILS USED ON MIS PUN ARE COPVRiGHT(c) OF LCCHS4 ENGINEERNG THE REUSE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSAENGINEERINO. 0 d NO DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LGO.02 FILL SIZE =24x+s REVIT 201E HALFSIZE.12v18 F A E 0 s Ll d J OVERALL FLOOR PLAN - FIRST LEVEL 3/32" = FOR ENLARGED FOR ENLARGED AREA SEE/ . AREA SEE G1.01A 12 n 71.01 B � I � 15 6 PLAN NOTES Light Gauge Overall Plan Notes: 1. For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. FOR ENLARGED AREA SEE /� LIG1' ✓.010 Gi n f UP UP -43 (16.5) ( 19 ) RECEIVED CITY OF TiAVOLA NOV 22 2019 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2019 City of Tukwila BUILDING DIVISION Z KEY PLAN Tt CANOP SM. b0130 H 0 PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 FXP 5/28/2020 Pll SIRUCI AAL. TALS USED ON THIS PLAN ARE COFlRIGHT�)C OF LCCHSA ENGINEER.. TIE REUSE OF ANY DETALS AND CONCEPTS IS NOT ACCEPTABEWTIHOUO WRNBJ CONSENT OF LOCHSA ENGINEERING. 0 0 0 00 DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.01 FULL SOA2NKb REVIT 2018 HALF SZEA ta1A 10 21 H —19 FOR STUD SIZES, SEE SCHEDULES ON LG4.01 THRU LG4.03 m LI 0 0 0 0 - OFLOOR PLAN, FIRST LEVEL - AREA A 1/8" = 1'-0" 10 G4.5 —J PLAN NOTES Light Gauge Plan Notes: For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. 4. For interior light gauge framing schedules, see LG4.01 thru LG4.03. 5. For typical interior details not shown, see LG4.05 thru LG4.08. 6. For typical interior ceiling details, see LG4.11 and LG4.13. 0 MATCHLINE 1/LG1.01B REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2019 City of Tukwila BUILDING DIVISION REF:1/A1.1A ED fECEIVEr) CITY OF'i v:CWILA NOV 22 2019 PERMIT CENTER KEY PLAN U U , O tp co 0 PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05121/19 09/19/19 FXP 5/28/2020 All STRUCTUAAL,LiETANS USED ON THIS PLAN ARE COPCAIGH (C) OFLOCHSAENGINEERNG. THE RE.UBE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOC HOC ENGINEERING. 0 O ❑ ce DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.01A DV't- DO'SO CANOPY FILL SE.2426 REVIT 2018 HALF SIZE =1hl8 13 12) 1OFLOOR PLAN, FIRST LEVEL - AREA B 1/8„ = FOR STUD SIZES, SEE SCHEDULES ON LG4.01 THRU LG4.03 H CC MATCHLINE 1 /LG1.01C ------------------- PLAN NOTES Light Gauge Plan Notes: 1. For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. 4. For interior light gauge framing schedules, see LG4.01 thru LG4.03. 5. For typical interior details not shown, see LG4.05 thru LG4.08. 6. For typical interior ceiling details, see LG4.11 and LG4.13. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF "i i;;:WILA NOV 22 2019 PERMIT CENTER KEY PLAN L B% A Wk'O5O CANoP I I r LLI F m 0 PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 EXP 5/28/2020 AU. SNRUOTU AL. SALS USED ON THIS PLAN ARE COPYNGH UL OFLOCHSAENGNEERNG. THE RE -USE OF ANY DETALS AND CONCEPTS ISNOT ACCEPTABLE WITHOUT CONSENT OF LOCHSA ENGINEERING. 0 SE DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.01B FLLLGIE=wry REVIT 2018 HALF SM. INN S 5 (20) 16J 7"l\ \1 4 MATCHLINE 1/LG1.01B FLOOR PLAN, FIRST LEVEL - AREA C 1/8" = 1'-0" FOR STUD SIZES, SEE SCHEDULES ON LG4.01 THRU LG4.03 ------ REF:1/A1.1C CD PLAN NOTES Light Gauge Plan Notes: 1. For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. 4. For interior light gauge framing schedules, see LG4.01 thru LG4.03. 5. For typical interior details not shown, see LG4.05 thru LG4.08. 6. For typical interior ceiling details, see LG4.11 and LG4.13. REVIEVvEL3 F r< CODE COMPLIANCE APPROVED DEC 31 2019 City of Tukwila BUILDING DIVISION 1 ECE'VED CITY OF "16:: ILA NOV 22 2019 PERMIT CENTER KEY PLAN B N JOB TITLE W U_ CO Et J W H Z F- PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05121/19 ALL STPUCTVPAL DETAILS USED ON THIS PLAN ARE CCPIAIGHT(R) OF LOCHSA ENGINEERING. TFE f E.USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. d W a O .n 5 0N d ce DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG 1.01 C o A CANOPY \i) ME' REVIT 2018 MA SPE=12Ae N H C A k 0 8 ( 4 5f\ ( 6 ) 8 (to) --1- • ( : I I ) ) : ) f -7 71-- L1,1 ) ) ) FOR ENLARGED AREA SEE(Th G1.02A FOR ENLARGED AREA SEE 12 I=1 lb LG1.02B L14)))) PLAN NOTES Light Gauge Overall Plan Notes: 1. For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. (Th,/ 18) 104 (20) ri-) OVERALL FLOOR PLAN, SECOND LEVEL 3/32" = 1.-0" 716.5) RE! D FOR CODE COMPLIANCE APPROVED DEC 31 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TiMVILA NOV 22 2019 PERMIT CENTER KEY PLAN C LII co .11 0 ,i) DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.02 Ft'U'r2E`2624 REVIT 2018 HALFSPE.lbc18 0 E 10) BC C2 a FOR STUD SIZES, SEE SCHEDULES ON LG4.01 THRU LG4.03. s �- T IF MATCHLINE 1/LG1.02B \a/ jai FLOOR PLAN, SECOND LEVEL - AREA A 1/8" = 1-0" REF: 1/A1.2A IT Qi PLAN NOTES Light Gauge Plan Notes: 1. For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. 4. For interior light gauge framing schedules, see LG4.01 thru LG4.03. 5. For typical interior details not shown, see LG4.05 thru LG4.08. 6. For typical interior ceiling details, see LG4.11 and LG4.13. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2019 City of Tukwila BUILDING DIVISION nEcEivEn CITY OF i u:(WILA NOV 22 2019 PERMIT CENTER KEY PLAN L L u 0 -J Q) d n o r N CO CO 144060n2 Imoo Rg2 H zsO 2 Nm a. I- CO 0 I Z W < 0_ J < c ow 0O< -JU L W LU CO LL LU PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 FXP 5/28/2020 ALL STRUCTUR ETAILS LIMO ON THIS PLAN ARE COPYRIGHT C OF LOCHSA ENGINEER NO THE REUSE OF ANY DETAILS ANO CONCEPTS IS NOT ACCEPTABLE WIRIOUT WRITTEN CONSENT OF LOCH SA ENGINEERING. C DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.02A FULL SIZE =G4AN REVIT 2018 HALF SIZE = 1Nll ib\CA 11)0 A CANOPY r g E OFLOOR PLAN, SECOND LEVEL - AREA B 1 1/8" = 1 l tJ ) 1 M) J If �( L FOR STUD SIZES, SEE SCHEDULES ON LG4.01 THRU LG4.03 ( E, CD) N II 0 PLAN NOTES Light Gauge Plan Notes: For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. 4. For interior light gauge framing schedules, see LG4.01 thru LG4.03. 5. For typical interior details not shown, see LG4.05 thru LG4.08. 6. For typical interior ceiling details, see LG4.11 and LG4.13. MATCHLINE 1/LG1.02A REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2019 City of Tukwila BUILDING DIVISION RECEIVER CITY OF - u:.MLA NOV 22 2019 PERMIT CENTER KEY PLAN L_ L i A OD14 CANOPY 1)/ Cll. t) iN13 F Lit co 0 W ry J W �- Z — I- 1 Z W\ CO W W Et0W 00< Jo JWW PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21119 ALL STRUCRFALL. TARS USED ON 111Is PLAN APE COVMGHT C OFLOCHSAENGINEERNG. 11E REUSE OF ME DETALS AND CONCEPTS IS NOT ACCEPTAAE WITHOUT MITTEN CONSENT OF LOCHS., ENGNEERNG. • a Description i w DATE: 09/19/19 JOB No. 194129 [DESIGN BY: SH DRAWN BY: JJ SHEET No. FULL SIZE =2465 REVIT 2018 HALF SIZE = ILIS LG1.02B 0.8 1 1 2 2 5 BB 13 15 116 17 18 20 II_ I I 1 II LL f"111j1r0pj l rrrlt-r rrrrr -+i-It-t N I I II I t i l I l@ I II I LLII. 4. L _LL l Jo H i i II /� \\ I II i \\ II 1 1 // \\i I Y // N. I // •\\\ I // I i \\W// \\wi II �_ LJ \15- • \ II \ I \ - I I `F\II ♦11 \ AA r1 LJ / / / / / / / / / / ///I\\\ / /, \\ / / 1 ♦\ // I \\ L J L.1 1. / 16.5 19) OVERALL ROOF PLAN os 1/16" = 1'-0" REF: 1/A4.1 PLAN NOTES Light Gauge Overall Plan Notes: For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only, For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2019 City of Tukwila BUILDING DIVISION REGF_IVE? CITY OF MLA NOV 22 2019 PERMIT CENTER KEY PLAN 1 a 0 PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 5/0/2020 AU. STRUCTLEAL„DETAILS USED ON THIS PLAN ARE COPYRIGHT(Cj OF LOCHSA ENGINEERNG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCH SA ENGINEERING. 0 a 0 cc DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG 1.03 FULL SZE=Zg46 REVIT 2018 HALF SIZE=1k18 0.8 )) 2.1 (�1 (-5 4 7 8/ 8 10 FOR ENLARGED AREA SEE G1.11A FOR ENLARGED AREA SEE S 4 T • _.. • C1 1 OOVERALL REFLECTIVE CEILING PLAN, FIRST LEVEL 1 3/32" = 1,-O„ 88 TJ Sj REFLECTED CEILING PLAN NOTES Reflected Ceiling Plan Notes: For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. 4. For ceiling details, see LG4.11 thru LG4.13. FOR ENLARGED AREA SEE 20) REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2019 City of Tukwila BUILDING DIVISION I-- tPJ �MJ F — ,0 RECEIVEr) CITY OF T UN.I. ILA NOV 22 2019 PERMIT CENTER KEY PLAN PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 FXP 5/29/2020 , 0 s DATE: 09/19/19, JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.11 J FUU-WE'R'26REVIT 2018 HAli6RE=tme 0 2 5 E NI 8 a 10 --1 5 0.8 N { t L Aik Itigr 2x2 ACT CEILING GRID, zz— SEE 7417 2x4 ACT CEILING GRID, SEE VP CD II 8 G4.5 8 G4.5 1 OREFLECTIVE CEILING PLAN, FIRST LEVEL - AREA A 1/8" GYP BOARD CEILING, FOR SUSPENDED CEILING, SEE FOR CFS STUD CEILING JOISTS, SEE LG4.13 w REFLECTED CEILING PLAN NOTES Reflected Ceiling Plan Notes: 1. For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. 4. For ceiling details, see LG4.11 thru LG4.13. MATCHLINE 1 / LG1.11 B REF: 1 /A3.1 A REVIEWED FOR NCODE COMPLIANCE APPROVED DEC 31 2019 City of Tukwila BUILDING DIVISION RECEIVEi7 CITY OF 't u ::MLA NOV 22 2019 PERMIT CENTEP KEY PLAN B CANOPYOD14 PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 FXP 5/28/2020 ALL swuCTUULL TAILS USED ON THIS PLAN ARE COPYRIGH C) OFLOCHSAENGINEEENG. THERE -USE OF ANY DETALS AND CONCEPTS IS NOT ACCEFTAEE WITHOUT WRITTEN CONSENT OF IDCHSA ENGINEERING. DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.11A FULL SizE=zags REVIT 2018 HALF SIZE 1a15 OREFLECTIVE CEILING PLAN, FIRST LEVEL - AREA B 1/8" = 1'-0" 2x4 ACT CEILING GRID, SEE Ai ISPF 2x2 ACT CEILING GYP. BOARD CEILING, FOR SUSPENDED CEILING, SEE FOR CFS STUD CEILING JOISTS, SEE LG4.13 G4.5 REFLECTED CEILING PLAN NOTES Reflected Ceiling Plan Notes: 1. For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. 4. For ceiling details, see LG4.11 thru LG4.13. MATCHLINE 1 / LG1 .11 C MATCHLINE 1 /LG1.11A REF: 1/A3.1B REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2019 City of Tukwila BUILDING DIVISION RECE VEn CITY OF IL;(\ J LA NOV 22 2019 PERMIT CENTER KEY PLAN w 1- m 0 0 Z� J U rt i CO rY 0 O) UJ w a wJ Z 1- f- W w J N wLL PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05121/19 09/19/19 FXP 5/28/2020 All STRUCTFAL IQETALS USED ON THIS PUN ARE COPYRIGHT( OFLOCHSAENGMEERNG. THE REUSE OF ANY EETALS AND CONCEPTS IS NOT ACCEPTABLEWITHOUT WRITTEN CONSENT OF LOCHSAENGINEEAMG. 0 0 0 DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.11B o CANOPYt416‘4 bb 433 ( ]� A FULL SEE=2436 REVIT 2018 HALF SIZE= 1018 117 16 P J 2x4 ACT CEILING GRID, SEE N} OREFLECTIVE CEILING PLAN, FIRST LEVEL - AREA C 1 1/8" = 1'-0" 2x2 ACT CEILING GRID, SEE D GYP. BOARD CEILING. FOR SUSPENDED CEILING, SEE FOR CFS STUD CEILING JOISTS, SEE LG4.13 19 16.5 MATCHLINE 1/LG1.11B REF:1/A3.1C CD REFLECTED CEILING PLAN NOTES Reflected Ceiling Plan Notes: For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. 4. For ceiling details, see LG4.11 thru LG4.13. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2019 City of Tukwila BUILDING DIVISION RECE_ivEfl CITY OF -i U:: titLR: NOV 22 2019 PERMIT CENTER KEY PLAN Cl/ Calgary, Alberta I- 0 CD ' ZCD W O� 0u 0 cnF— Q w�a WJZ I- ~W _IW L.1_N 0_ PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 FXP 5/28/2020 NL SSRUCTU A TAILS USED ON THIS FLAN ARE COPVRIGHT,C) OFLOCHSAENGNEERNG. TIE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WTROUT WRITTEN CONSENT OF LDCHSA ENGINEERING. O C O ❑ z DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. W\, 3iJ;i A CANOPY N FUL SITE=z448 REVIT 2018 HALF SIZE= 19118 LG1.11C _} S I N K; �C, 1 A 0.8' 1 2 ;' 21 r. L L FOR ENLARGED AREA SEE /. G1.12A FOR ENLARGED AREA SEE LG1.12B REFLECTED CEILING PLAN NOTES Reflected Ceiling Plan Notes: 1. For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. 4. For ceiling details, see LG4.11 thru LG4.13. 5 i 16 T 8; 1 1OOVERALL REFLECTIVE CEILING PLAN, SECOND LEVEL 3/32" = 1'-0" 6.5 DEC 31 2E9 City of Tukwila Bt ILD.» DIVISION � Dlq-00''A RECENV) CITY OF i i MVILA NOV 22 2019 PERMIT CENTER KEY PLAN I— 0 D TO BNBUILDERS SITE ON 05/21/19 PER REVIT FILE UPLOA 09/19/19 EXP 5/28/2020 li Description MI I El DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.12 FILLSIOE=24ae REVIT2018 HALF SVEe12xl9 O REFLECTED CEILING PLAN NOTES Reflected Ceiling Plan Notes: 1. For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. F 4. For ceiling details, see LG4.11 thru LG4.13. 0 2 1 o TI 4- 1- i I � //7 L� 2x4 ACT CEILING GRID, SEEAlli 2x2 ACT CEILING GRID, SEE© GYP. BOARD CEILING. FOR SUSPENDED CEILING, SEE FOR CFS STUD CEILING s 'JOISTS, SEE LG4.13 ro MATCHLINE 1 / LG1 .12B 0 w L_ p Irr_Airi6M C.16q1 IrWMTME IF + I -+I +++++++ F ++++-++ F++++++II ++++-+ F-++++++T +++ +++++++ I l l l l l !— 'J Fl N OREFLECTIVE CEILING PLAN, SECOND LEVEL - AREA A 1/8" = 1'-0" REF: 1/A3.2A REVI'/UL: I -OR — CODE COMPLIANCE APPROVED DEC 31 2019 tnECE1VEO CITY OF "i u:( ILA NOV 22 2019 PERMIT CENTER KEY PLAN L_ L B LLJ U_ W I— S 0 z - I- PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 EXP 5/28/2020 PLL SIRUCIUULL AILS USED ON THIS PLAN ARE COPYRIGH C OFLOCHSAENGINEERNG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGNEERNG. C O a DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. City of Tukwila BUILDING DIVISION CANOPY CY ¶kbY1AI FULL SIZE =&G5 REVIT 2018 HALF SUF_10DB LG1.12A K) E l D GYP. BOARD CEILING, FOR SUSPENDED CEILING, SEE FOR CFS STUD CEILING JOISTS, SEE LG4.13 MATCHLINE 1/LG1.12A A r-+__i-----, r H REFLECTED CEILING PLAN NOTES Reflected Ceiling Plan Notes: 1. For structural design notes, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the Architect and Structural Engineer before performing alteration work. 4. For ceiling details, see LG4.11 thru LG4.13. OREFLECTIVE CEILING PLAN, SECOND LEVEL - AREA B 1/8" = 1'-0" REF: 1/A3.2B REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2019 RECEIVES) CITY OF NOV 22 2019 PERMIT CENTER KEY PLAN Z m 3 � C rJ a Ca a o U E U m � O U O O Co J W 5 H 0 PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 EXP 5/28/2020 ALL STRUCTURALTAILSUSED ON THIS PLAN ARE COPYRIGHT C 0FLOCHSA ENGNEERNG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRLREN CONSENT OF LOCHSA ENGINEERING. DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. City of Tukwila BUILDING DIVISION D\cvnlii) A CANOPY LG1.12B STUD WALL SCHEDULE L/240 (GYP. BOARD BOTH SIDES OF WALL) MAX. STUD WALL HEIGHT 1 5/8" STUD WALL 9'-6" 162S125-33 AT 12" OC. 8'-8" 1625125-33 AT 16" OC. 7'-6" 162S125-33 AT 24" OC. 2 1/2" STUD WALL 13.-0" 250S125-33 AT 12" OC. 11'-9" 250S125-33 AT 16" OC. 10'-4" 250S125-33 AT 24" OC. 14'-3" 2505125-43 AT 12" OC. 10'-0" 250S125-43 AT 16" OC. 11'-3" 250S125-43 AT 24" OC. 3 5/8" STUD WALL 17'-6" 362S125-33 AT 12" OC. 15'-9" 362S125-33 AT 16" OC. - 13'-9 ------- - - ------------ 3625125-33 AT 24" OC. 19'-0" 3625125-43 AT 12" OC. 17'-3" 362S125-43 AT 16" OC. 15'-0" 362S125-43 AT 24" OC. 20'-3" 362S125-54 AT 12" OC. 18'-6" 362S125-54 AT 16" OC. 16.-3" 3625125-54 AT 24" 0C. 16'-3" 3625143-30ED AT 12" DC. 14'-9" 3625143-30ED AT 16" OC. 12'-11" 3625143-30ED AT 24" OC. 18' 8" 3625143-30ED COMPOSITE8 AT 12" OC. 16'-11" 3625143-30ED COMPOSITE8 AT16"OC. 14'-10" 3625143-30ED COMPOSITE8 AT 24" OC. 23'-9" 6" STUD WALL 600S125-33 AT 16" OC. 20'-6" 23'-7" 21'-5" 600S125-33 AT 24" OC. 6005143-30ED AT 12" OC. STIFFENER7 6005143-30ED AT 16" OC. STIFFENER7 18'-9" 26'-9" 6005143-30ED AT 24" OC STIFFENER7 6005143-30ED COMPOSITE8 AT 12" OC. STIFFENER7 24'-3" 6005143-30ED COMPOSITE8 AT 16" OC. STIFFENER7 21.-2" 600S143-30ED COMPOSITE8 AT 24" OC. STIFFENER7 STUD WALL SCHEDULE L/240 (GYP. BOARD ONE SIDE OF WALL) MAX. STUD WALL HEIGHT 1 5/8" STUD WALL 9'-0 162S125-33 AT 12" OC. 8'-0" 162S125-33 AT 16" OC. 7'-0" 162S125-33 AT 24" OC. 2 1/2" STUD WALL 11'-0" 2505125-33 AT 12" OC. 9'-9" 250S125-33 AT 16" OC. 8'-0" 250S125-33 AT 24" OC. 13'-0" 250S125-43 AT 12" OC. 11'-6" 250S125-43 AT 16" OC. 9'-6" 250S125-43 AT 24" OC. 3 5/8" STUD WALL 13'-0" 362S125-33 AT 12" OC. 11-3" 3625125-33 AT 16" OC. 9'-3" 362S125-33 AT 24" OC. 15 3" 362S125-43 AT 12" OC. 13'-3" 362S125-43 AT 16" OC. 11'-0" 3625125-43 AT 24" OC. 17'-6" 362S125-54 AT 12" OC. 15.-3" 362S125-54 AT 16" OC. 12'-6" 362S125-54 AT 24" OC. 16'-3" 3625143-30ED8 AT 12" OC. 14'-9" 362S143-30ED6 AT 16" OC. 12'-11" 362S143-30ED6 AT 24" OC. 6" STUD WALL 17'-6" 600S125-33 AT 12" OC. 15'-3" 600S125-33 AT 16" OC. 12'-6" 600S125-33 AT 24" OC. 20'-0" 600S125-43 AT 12" OC. 17'-3" 600S125-43 AT 16" OC. 14'-3" 600S125-43 AT 24" OC. 19'-6" 600S125-54 AT 16" OC. 16'-0" 600S125-54 AT 24" OC. 6005143-30ED6 AT 12" OC. 23-7 STIFFENER7 6005143-30ED8 AT 16" OC. 21'-5" STIFFENER7 18' 9° 600S143-30ED8 AT 24" OC. STIFFENER7 NOTES: 1. Bridging at no more than 8'-0" oc. for walls with gyp. board on one side or partial gyp. board. 2. If wall type spans are greater than what is called out above, provide kicker at listed max. height as shown in 3/LG4.07. 3. For material allowable deflection, see Structural Loads on LGO.02. 4. Framing designed for 5 psf out -of -plane live load. 5. ES studs shall not be used to support casework. 6. Bridging of ES studs shall be at 4'-0" oc. 7. Provide web stiffener at all support points and concentrated loads. 8. Composite limiting heights are based on a single layer of 5/8" type X gypsum board installed in the vertical orientation to both sides of the wall over full height using minimum No. 6 Type S drywall screws spaced a maxiumum of 12" oc. for studs at 24" oc. and 16" oc. for studs at 16" oc. or 12" oc. STUD WALL SCHEDULES - L/240 NO SCALE O STUD WALL SCHEDULE L/360 (GYP. BOARD BOTH SIDES OF WALL) MAX. STUD WALL HEIGHT 1 5/8" STUD WALL 8'-4" 162S125-33 AT 12" OC. T-6" 162S125-33 AT 16" OC. 6'-6" 162S125-33 AT 24" OC. 2 1/2" STUD WALL 11'-6" 250S125-33 AT 12" OC. 10'-4" ' 250S125-33 AT 16" OC. 9'-0" 2505125-33 AT 24" OC. 12'-6" 2505125-43 AT 12" OC. 11'-3" 250S125-43 AT 16" OC. 9'-9" 250S125-43 AT 24" OC. 3 5/8" STUD WALL 15'-3" 362S125-33 AT 12" OC. 13'-9" 362S125-33 AT 16" OC. 12'-0" 3625125-33 AT 24" OC. 16'-9" 362S125-43 AT 12" OC. 15.-0" 362S125-43 AT 16" OC. 13.-3" 362S125-43 AT 24" OC. 17.-9" 362S125-54 AT 12" OC. 16'-3" 362S125-54 AT 16" OC. 14'-0" 362S125-54 AT 24" OC. 14'-2" 362S143-30ED AT 12" OC. 12'-11" 3625143-30ED AT 16" OC. 11'-3" 3625143-30ED AT 24" OC. 16'-4" 3625143-30ED COMPOSITE8 AT12"OC. 14'-10" 362S143-30ED COMPOSITE8 AT 16" OC. 12'-11" 362S143-30ED COMPOSITE8 AT 24" OC. 6" STUD WALL 20'-8" 600S125-33 AT 16" OC. 18'-0" 600S125-33 AT 24" OC. 20' 8" 600S143-30ED AT 12" OC. STIFFENER7 18' 9" 6005143-30ED AT 16" OC. STIFFENER7 16'-4" 6005143-30ED AT 24" OC. STIFFENER7 23'-4" 6005143-30ED COMPOSITE8 AT 12" OC. STIFFENER7 21'-2" 6005143-30ED COMPOSITE8 AT 16" OC. STIFFENER7 18'-6" 6005143-30ED COMPOSITE8 AT 24" OC. STIFFENER7 STUD WALL SCHEDULE L/360 (GYP. BOARD ONE SIDE OF WALL) MAX. STUD WALL HEIGHT 1 5/8" STUD WALL 8 4" 162S125-33 AT 12" OC. 7-6" 162S125-33 AT 16" OC. 6'-6" 162S125-33 AT 24" OC. 2 1/2" STUD WALL 11'-0" 250S125-33 AT 12" OC. 9'-9" 250S125-33 AT 16" OC. 7'-9" 250S125-33 AT 24" OC. 12'-6" 250S125-43 AT 12" OC. 11'-3" 250S125-43 AT 16" OC. 9'-6" 250S125-43 AT 24" OC. 3 5/8" STUD WALL 13'-0" 362S125-33 AT 12" OC. 11 3" 362S125-33 AT 16" OC. 9'-3" 362S125-33 AT 24" OC. 15'-3" 362S125-43 AT 12" OC. 13'-3" 362S125-43 AT 16" OC. 11'-0" 3625125-43 AT 24" OC. 17'-6" 362S125-54 AT 12" OC. 15'-3" 362S125-54 AT 16" OC. 12'-6" 362S125-54 AT 24" OC. 14'-2" 3625143-30ED8 AT 12" OC. 12.-11" 3625143-30ED8 AT 16" OC. 11-3" 3625143-30ED6 AT 24" OC. 6" STUD WALL 17'-6" 600S125-33 AT 12" OC. 15'-3" 600S125-33 AT 16" OC. 12'-6" 600S125-33 AT 24" OC. 20'-3" 600S125-43 AT 12" OC. 17'-3" 600S125-43 AT 16" OC. 14'-3" 600S125-43 AT 24" OC. 19'-6" 600S125-54 AT 16" OC. 16'-0" 600S125-54 AT 24" OC. 20'-8" 6005143-30ED6 AT 12" OC. STIFFENER7 18'-9" 6005143-30ED6 AT 12" OC. STIFFENER7 16'-4" 6005143-30ED6 AT 12" OC. STIFFENER7 NOTES: 1. Bridging at no more than 8'-0" oc. for walls with gyp. board on one side or partial gyp. board. 2. If wall type spans are greater than what is called out above, provide kicker at listed max. height as shown in 3/LG4.07. 3. For material allowable deflection, see Structural Loads on LGO.02. 4. Framing designed for 5 psf out -of -plane live load. 5. ES studs shall not be used to support casework. 6. Bridging of ES studs shall be at 4'-0" oc. 7. Provide web stiffener at all support points and concentrated loads. 8. Composite limiting heights are based on a single layer of 5/8" type X gypsum board installed in the vertical orientation to both sides of the wall over full height using minimum No. 6 Type S drywall screws spaced a maxiumum of 12" oc. for studs at 24" oc. and 16" oc. for studs at 16" oc. or 12" oc. STUD WALL SCHEDULES - L/360 NO SCALE e INTERIOR WALL FRAMING TYPES GYP. BOARD DETAIL PARTITION TYPE GYP. BOARD BOTH SIDES, SEE ARCH. FOR NUMBER OF LAYERS STUD FRAMING DOUBLE SIDED GYP BOARD GYP. BOARD, SEE r ARCH. FOR NUMBER OF LAYERS STUD FRAMING -- FOR BRIDGING, SEE SINGLE SIDED GYP BOARD GYP. BOARD, SEE ARCH. FOR NUMBER OF LAYERS - 1" LINER BOARD SHAFTWALL S4.2 S4.3 S4.4 S6.1 S6.2 S6.3 S4.1 S4.1b 56.1 a S8.3 S8.4 58.4a S3 INTERIOR WALL FRAMING TYPES NO SCALE C1 ! t NOV 22 21)19 PERMIT CENTER z C, th ,o J 1 m 0 w x DED TO BNBUILDERS SITE ON 05/21/19 R REVIT FILE UPLO 09/19/19 FXP 5/28/2020 ALL STRVCTiAL ZEETAIIS USED ON T O PLAN ARE COPYRIGHT(C)OFLCCHSAENGINEERNG THE REUSE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUTWRITIEN CONSENT OF OCHSAENGNEERIK 0 0I. DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. FUL SIZE=mrb REVIT 2018 HALF SIZE=12x18 LG4.01 HEADER FRAMING (L/240 MAX. DEFLECTION) 15'-0" MAX. WALL HEIGHT 3 5/8" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 362T125-54 UPTURNED TRACK OR 362X425-33 362S162-43 6'-0" 362T250-68 UPTURNED TRACK OR 362X425-43 362S162-54 8' 0" 362S125-33 BOXED OR 362X425-54 362S250-54 10'-0" 362S125-33 BOXED OR 362X425-68 362S200-68 6" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 600T125-54 UPTURNED TRACK OR 600X425-33 600S162-33 6'-0" 600T250-68 UPTURNED TRACK OR 600X425-43 600S162-43 8' 0" 600S125-33 BOXED OR 600X425-54 600S162-43 10'-0" 600S125-33 BOXED OR 600X425-68 600S162-43 SINGLE LAYER GYP. BOARD BOTH SIDES 15'-0" MAX. WALL L/240 NO SCALE HEADER FRAMING (L/360 MAX. DEFLECTION) 20'-0" MAX. WALL HEIGHT 3 5/8" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 362T250-54 UPTURNED TRACK OR 362X425-33 2-362S200-54 6'-0" 362S125-33 BOXED OR 362X425-54 2-362S250-68 8 0" 362S125-43 BOXED OR 362X425-68 2-362S250-97 10'-0" 362S162-54 BOXED 3-362S250-68 6" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 600T250-54 UPTURNED TRACK OR 600X425-33 600S162-43 6'-0" 600S125-33 BOXED OR 600X425-54 600S162-54 8' 0" 600S125-33 BOXED OR 600X425-68 600S250-54 10'-0" 600S125-33 BOXED OR 600XTC425-68 600S250-68 SINGLE LAYER GYP. BOARD BOTH SIDES 20'-0" MAX. WALL L/360 NO SCALE HEADER FRAMING (U360 MAX. DEFLECTION) 20'-0" MAX. WALL HEIGHT 3 5/8" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 362T250-68 UPTURNED TRACK OR 362X425-43 2-362S200-54 6'-0" 362S125-43 BOXED OR 362X425-68 2-362S250-68 8'-0" 362S162-54 BOXED 2-362S250-97 10'-0" 600S125-43 BOXED WITH 362T125-43 3-362S250-68 6" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 600T250-68 UPTURNED TRACK OR 600X425-43 600S162-43 6'-0" 600S125-33 BOXED OR 600X425-68 600S162-54 8' 0" 600S125-33 BOXED OR 600XTC425-68 600S250-54 10'-0" 600S125-43 BOXED 600S250-68 0 HEADER FRAMING (L/360 MAX. DEFLECTION) 15'-0" MAX. WALL HEIGHT 3 5/8" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 362T150-54 UPTURNED TRACK OR 362X425-33 362S200-54 6'-0" 362S125-33 BOXED OR 362X425-43 362S250-68 8' 0" 362S125-33 BOXED OR 362X425-54 362S200-97 10'-0" 362S125-43 BOXED OR 362XTC425-54 362S250-97 6" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 600T150-54 UPTURNED TRACK OR 600X425-33 600S162-33 6'-0" 600S125-33 BOXED OR 600X425-43 600S162-43 8' 0" 600S125-33 BOXED OR 600X425-54 600S162-43 10'-0" 600S125-33 BOXED OR 600X425-68 600S162-43 SINGLE LAYER GYP. BOARD BOTH SIDES 15'-0" MAX. WALL L/360 NO SCALE HEADER FRAMING (U240 MAX. DEFLECTION) 15'-0" MAX. WALL HEIGHT 3 5/8" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 362T250-54 UPTURNED TRACK OR 362X425-33 362S162-54 6' 0" 362S125-33 BOXED OR 362X425-54 362S162-54 8' 0" 362S125-43 BOXED OR 362X425-68 362S250-54 10'-0" 362S125-54 BOXED OR 362XTC425-68 362S200-68 6" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 600T150-68 UPTURNED TRACK OR 600X425-33 600S162-33 6'-0" 600X125-33 BOXED OR 600X425-54 600S162-43 8' 0" 600S125-33 BOXED OR 600X425-68 600S162-43 10'-0" 600S125-33 BOXED OR 600XTC425-54 600S162-54 TWO LAYERS GYP. BOARD BOTH SIDES 15'-0" MAX. WALL L/240 0 NO SCALE co HEADER FRAMING (L/240 MAX. DEFLECTION) 20'-0" MAX. WALL HEIGHT 3 5/8" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 362T250-54 UPTURNED TRACK OR 362X425-33 362S250-68 6'-0" 362S125-33 BOXED OR 362X425-54 362S250-97 8' 0" 362S125-43 BOXED OR 362X425-68 2-362S250-54 10'-0" 362S125-54 BOXED OR 362XTC425-68 2-362S250-68 6" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 600T250-54 UPTURNED TRACK OR 600X425-33 600S162-43 6'-0" 600S125-33 BOXED OR 600X425-54 600S162-54 8' 0" 600S125-33 BOXED OR 600X425-68 600S162-54 10'-0" 600S125-33 BOXED OR 600XTC425-54 600S162-54 SINGLE LAYER GYP. BOARD BOTH SIDES 20'-0" MAX. WALL L/240 NO SCALE HEADER FRAMING (L/360 MAX. DEFLECTION) 15'-0" MAX. WALL HEIGHT 3 5/8" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 362T250-54 UPTURNED TRACK OR 362X425-33 362S200-54 6'-0" 362S125-33 BOXED OR 362X425-54 362S250-68 8' 0" 362S125-43 BOXED OR 362XTC425-54 362S200-97 10'-0" 600S125-43 BOXED WITH 362T125-43 362S250-97 6" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 600T150-68 UPTURNED TRACK OR 600X425-33 600S162-33 6'-0" 600S125-33 BOXED OR 600X425-54 600S162-43 8' 0" 600S125-33 BOXED OR 600X425-68 600S162-43 10'-0" 600S125-33 BOXED OR 600XTC425-68 600S162-54 TWO LAYERS GYP. BOARD BOTH SIDES 15-0" MAX. WALL L/360 NO SCALE INTERIOR HEADER NOTES Interior Header and Jamb Notes: For structural design notes, fasteners, and anchors, see sheet LGO.02. 2. Contractor shall field verify existing structural conditions. If any discrepencies are found, contractor shall contact the architect and structural engineer before performing alteration work. 3. If opening sizes exceed those in the tables, contact Lochsa to provide acceptable framing options. 4. Framing designed for 5 psf out -of -plane live load. 5. For upturned track header to jamb connection, see 8/LG4.04. 6. For boxed header to jamb connection, see 6/ LG4.04. 7. For sill track connection to jamb, see 9/LG4.04. 8. For built-up jamb construction, see 2/ LG4.05 . 9. For boxed header construction, see 1 / LG4.05 . 10. For Pro-X connection to jamb, see 7/ LG4.08 and 8/ LG4.08 . HEADER FRAMING (U240 MAX. DEFLECTION) 20'-0" MAX. WALL HEIGHT 3 5/8" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 362T250-68 UPTURNED TRACK OR 362X425-43 362S250-68 6-0" 362S125-43 BOXED OR 362X425-68 362S250-97 8' 0" 362S125-54 BOXED OR 362XTC425-68 2-362S250-54 10' 0" 600S125-43 BOXED WITH 362T125-43 2-362S250-68 6" STUD FRAMING MAX OPENING WIDTH HEADER FRAMING JAMB FRAMING 3'-6" 600T250-68 UPTURNED TRACK OR 600X425-43 600S162-43 6'-0" 600S125-33 BOXED OR 600X425-68 600S162-54 8' 0" 600S125-33 BOXED OR 600XTC425-68 600S162-54 10'-0" 600S125-43 BOXED 600S200-54 TWO LAYERS GYP. BOARD BOTH SIDES 20'-0" MAX. WALL L/240 NO SCALE e CIE CT), NOV 22 2019 W 0 w Et Lu -ILL w o w PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 FXP 5/28/2020 ALL STRUC1L2A2�ETAILS USED ON THIS PUN ARE COPYRIGHT/) Of LCCHS4ENGINEERNG. THE PEUSE OF ANY DETAILS ANO CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOGHSA ENGINEERING. 0 0 DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. TWO LAYERS GYP. BOARD BOTH SIDES 20'-0" MAX. WALL L/360 NO SCALE PERMIT CENTER FILL SIZE=24a REVIT 2018 HALF SIZE' 1NIS LG4.02 BRACE Lu = < z < 0 LG4.0 SEE HEADER SCHEDULE TYP. AT JAMB '427 ii AT CONCRETE OVER METAL DECK 2 G4.0 AT ROOF DECK SEE HEADER SCHEDULE LG4.04 TYP. 8 G4.04 A\ ,LG4.04 1 4 4.0 111 SEE HEADER SCHEDULE 6 G4.0 /Mk LG4 04 TYP. G4.04 SEE HEADER SCHEDULE AT CONCRETE OVER METAL DECK AT ROOF DECK r LG4.0 SEE HEADER SCHEDULE AlleikTYP. LG4.04 SEE HEADER SCHEDULE SEE HEADER SCHEDULE CEILING LINE JAMB STUD, SEE SCHEDULES, TYP. TYPICAL INTERIOR WALL FRAMING 1/2" = 1'-0" T.O. FRAMING HEADER AND SILL CONNECTION PER MANUFACTURER RECOMMENDATIONS T.O. CONCRETE ELEVATOR OPENING SHAFT WALL FRAMING SCHEDULE (5 PSF) WALL HEIGHT STUD SIZE STUD SPACING 0-0" TO 12-10" 212CH-34 24" O.C. 12.-10" TO 18'-1" 400CH-34 24" O.C. 18'-1" TO 21.-9" 600CH-34 24" O.C. SHAFT WALL FRAMING SCHEDULE (10 PSF) WALL HEIGHT STUD SIZE STUD SPACING 0'-0" TO 10'-2" 212CH-34 24" O.C. 10'-2" TO 14'-4" 14'-4" TO 17'-4" 400CH-34 24" O.C. 600CH-34 24" O.C. NOTES: 1. Not to support more than self weight of stud framing and gyp board. 2. Use 5 psf table for elevators with velocity of 180 ft./min. or less and MEP, trash chutes, and misc. shafts. 3. Use 10 psf table for elevators with velocity of >180 ft./min. and <1600 ft./min. 4. Contractor to coordinate with architectural drawings and specifications. Drawings and specifications may override the above notes. TYPICAL SHAFT WALL FRAMING ELEVATION AND SCHEDULES - GYP. BOARD 3/4" = 1.-0" TIECFPE;) CITY C,F IL; NOV 2 2 2019 PERMIT CENTER bbyj co o 0 0 a a? 8 w 0 0 5 ‘I" 2 Fs' (44 CD g co g 0- 2 :g 2 LIJ CO 0 co w ° LIJ 0 --I OQo < - U-I Z C9oi I PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 EXP 5/28/2020 ALLSIRLICTURATALSJSED ON MIS RAN ARE COFTRIGH C OF LOCHSA ENGINEERNG. THE REUSE OF ANY DETAIL AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERNG. 0 0 DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG4.03 1.1U SIZE •.• zaw REVIT 2018 HALF SIZE ..12x18 7 S-SECTIONS T-SECTIONS SHAPE DESIGNATION FLANGE WIDTH S125 1.25" S137 1.375" S-SECTIONS S162 1.625" S200 2" S250 2.5" T125 1.25" T-SECTIONS T150 1.5" T200 2" EXAMPLE CALL OUT: 600S162-54 600: SIZE = 6" S: SECTION DESIGNATION (STYLE) = S STUD 162: 1.625" FLANGE WIDTH 54: .054 THICKNESS IDENTIFICATION � SECTION � V �• STEEL STUD/JOIST SECTION IDENTIFICATION NO SCALE STUD FRAMING T125 TRACK SLAB, WHERE OCCURS \� \ SLAB EDGE 1 \(0-'v, '0 2 NOTE: 1. For track splice, see STEEL STUD TO BEAR ON TRACK, TYP., UNO. SHOT PIN WITH 3/4" MIN. EMBED. AT 12" OC., UNO. BASE TRACK TO CONCRETE NO SCALE STOP TOP AND BOTTOM TRACK WITHING 1/4" OF T200 FOR TYPICAL HEADER CONSTRUCTION, SEE �\ BOXED HEADER, SEE SCHEDULE T200x16 GA.x MATCH HEADER WIDTH -- EQ C B- SCREWS, SEE CONNECTION SCHEDULE 1 /<. A- SCREWS, EACH SIDE OF HEADER, SEE CONNECTION SCHEDULE JAMB STUDS SECTION THICKNESS (mils) (in) (ga.) WELD SIZE(in.) Fy (ksi) Fu (ksi) 33 0.0321 20 N/A 33 45 43 0.0451 18 0.0451 33 45 54 0.0566 16 0.0566 33 45 68 0.0713 14 0.0713 33 45 97 0.1017 12 0.1017 33 45 43 0.0451 18 0.0451 50 65 54 0.0566 16 0.0566 50 65 68 0.0713 14 0.0713 50 65 97 0.1017 12 0.1017 50 65 NOTES: -- 1. Fy = The minimum yield strength of the connected parts. Fu = The minimum tensile strength of the connected parts. 2. When connecting materials of different thickness or tensile strengths, use the weld size for the lighter ga. section. 3. Weld procedures are based on Section E2 of the AISI Code and AWS D1.3. 4. Steel stud sections must be at least 18 ga. minimum for welding. STEEL STUD/JOIST WELDING NO SCALE STUD FRAMING FASTENER EACH SIDE OF SPLICE STEEL TRACK TRACK SPLICE AT TRACK TO STRUCTURE NO SCALE BOXED MEMBERTO JAMB CONNECTION ALTERNATE NO SCALE 0 CONNECTION SCHEDULE DEPTH OF TRACK OR STUDS A- SCREWS TO HEADER B- SCREWS TO JAMB 12 INCHES 1- ROW OF 4 EACH SIDE, 8 TOTAL 2- ROWS OF 4- SCREWS, 8 TOTAL 10 INCHES 1- ROW OF 4 EACH SIDE, 8 TOTAL 2- ROWS OF 4- SCREWS, 8 TOTAL 8 INCHES 6 INCHES 1- ROW OF 4 EACH SIDE, 8 TOTAL 1- ROW OF 3 EACH SIDE, 6 TOTAL 2- ROWS OF 4- SCREWS, 8 TOTAL 2- ROWS OF 3- SCREWS, 6 TOTAL 3 5/8 INCHES 1- ROW OF 3 EACH SIDE, 6 TOTAL 2- ROWS OF 3- SCREWS, 6 TOTAL NOTE: 1. All interior connections are to be made with #8 screws, uno. O TYPICAL STUD TYPICAL GYP SHEATHING / SCREW AT 24" OC. GYP TO STUD, TYP. TYPICAL TRACK GYP SHEATHING NUMBER OF SHEETS PER WALL TYPE TYPICAL CORNER TYPICAL GYP SHEATHING TYPICAL TRACK J TRACK, TYP. 1" GYP BOARD i CORNER PIECE / ABOVE J TRACK SHAFT WALL CORNER INTERSECTION PLAN DETAILS AT WALL INTERSECTIONS SCREW AT 24" OC. GYP TO STUD TYPICAL STUD NO SCALE BOXED HEADER, SEE SCHEDULE FOR TYPICAL HEADER 7 CONSTRUCTION, SEE NOTE: 1. For alternate, see e B- SCREWS, SEE CONNECTION SCHEDULE 7/8" MIN. BETWEEN / SCREWS AND END OF HEADER WEB A- SCREWS, SEE CONNECTION SCHEDULE I- ANGLE 2x2x18 GA.xJAMB DEPTH BOXED MEMBER TO JAMB CONNECTION NO SCALE UPTURNED TRACK HEADER, SEE SCHEDULES TRACK HEADER AT JAMB JAMB STUD(S) 3- SCREWS EACH LEG ANGLE 2x2x18 GA. xJAMB WIDTH INTERIOR DETAIL NOTES Light Gauge Detail Notes: For structural design notes, fasteners, and anchors, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the architect and structural engineer before performing alteration work. 4. All tracks shall have screw each side at each stud and match stud depth and gauge, uno. 5. All slotted slip tracks shall have screw each side at each stud, centered in slots and match stud depth and gauge (18 GA min.), uno. 6. All shot pins for interior framing shall have 3/4" min. embed in concrete and have 1/2" min. point penetration in steel >_ 3/4". CONNECTION SCHEDULE DEPTH OF TRACK OR STUDS A- SCREWS TO JAMB B- SCREWS AT ANGLE 12 INCHES 1- ROW OF 4 EACH SIDE, 8 TOTAL 4- SCREWS EACH LEG 10 INCHES 1- ROW OF 3 EACH SIDE, 6 TOTAL 4- SCREWS EACH LEG 8 INCHES 1- ROW OF 3 EACH SIDE, 6 TOTAL 3- SCREWS EACH LEG 6 INCHES 1- ROW OF 3 EACH SIDE, 6 TOTAL 3- SCREWS EACH LEG 3 5/8 INCHES 1- ROW OF 2 EACH SIDE, 4 TOTAL 3- SCREWS EACH LEG NOTE: 1. All interior connections are to be made with #8 screws, uno. ANGLE 2x2x18 GA. xJAMB WIDTH - JAMB STUD(S) T150 SILL TRACK, MATCH 3- SCREWS MIN. STUD GAUGE, UNO. EACH LEG SILL CONNECTION CIt',VILA NOV 22 2019 PERMIT CENTER -- SCREW EACH SIDE OF WALL STUD 0 0 0 r N U 0 J W O O ET O cc • ~Q O a J z Co PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21 09/19/19 FXP 5/28/2020 ALL STRUCTURALLLETALS USED ON' MIS PLAN ARE COPYRIGHT C)CP LOCHSA ENGINEERNG. THERE -USE OFANYDETALS AND CONCEPTS IS NOT ACCEPTABLE WRHOUT WRITTEN CONSENT OF IOClQ4ENGINEERING. 0 0 0) DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG4.04 FULL SIZE.206 REVIT 2018 HALF SIZE =1Ax18 NO SCALE NO SCALE (-UPTURNED T125 TRACK UNO., USE SAME GA. AND DEPTH AS HEADER STUDS UNO. TURN DOWN WHERE NEEDED SCREW AT 24" OC. TYP. AT EACH HEADER STUD NOTES: 1. Contractor to coordinate insu 2. For connection to jamb, see STEEL STUD BOX HEADER SCREW AT 24" OC. TYP. EACH SIDE OF TRACK UPTURNED T125 TRACK UNO., USE SAME GA. AND DEPTH AS HEADER STUDS UNO. on requirements at built-up sections. BOXED HEADER CONNECTION O NO SCALE JAMB STUD BASE TRACK �\ CONCRETE N BY EOR. 3„ MAX. I TYP. i SHOT PIN WITH 3/4" / MIN. EMBED. EACH SIDE OF JAMB 4" MIN. 12" MAX. JAMB BASE ANCHOR AT WINDOW NO SCALE STUD FRAMING T125 TRACK, MATCH STUD GAUGE AND DEPTH, TYP., UNO. 2 9 STEEL STUD TO BEAR ON TRACK, TYP., UNO. SHOT PIN AT 24" OC., UNO. - STEEL FRAMING, BY EOR. - WIDE FLANGE SHOWN, FRAMING MAY VARY NOTE: 1. Contractor shall notify engineer if track does not sit fully on steel framing. e 6" STRAPxJAMB WIDTHxSAME GA. AS JAMB. EACH SIDE OF JAMB AT 24" OC. 4- SCREWS AT EACH STUD STRAP OPTION ELEVATION STRAP OPTION PLAN VIEW JAMB STUD --- WELD OPTION PLAN VIEW NOTE: 1. Contractor to coordinate insulation requirements at built-up section. TRACK OPTION ELEVATION SCREW AT 12" OC., TYP. SCREW AT 12" OC., TYP. STAGGERED JAMB STUD/TRACK N TRACK OPTION PLAN VIEW FASTENER SPACING STUD SPACING S250 1 3/4" S362 2 1/2" S400 3" S600 4" S800 6" TYPICAL JAMB CONSTRUCTION NO SCALE JAMB STUD BASE TRACK CONCRETE BY EOR. � 2- SHOT PINS WITH 3/4" MIN. EMBED. /11 \2" MAX. 4" MIN. 6" MAX. JAMB BASE CONNECTION AT DOOR NO SCALE CONCRETE SLAB OVER METAL DECK, BY EOR. PER MFG REC. SHOT PIN WITH 3/4" MIN. EMBED. AT 12" OC. SCAFCO D250-SS6-S12 SEISMIC DRIFT TRACK 1 3/4" MIN. STUD ALIGNMENT WITH DECK FLUTE CONCRETE SLAB SHOT PIN WITH 3/4" MIN. OVER METAL DECK, i (-PER MFG REC . EMBED, AT EACH FLUTE BY EOR. PLATE 16 GA. x4, BY 2- DECK FLUTES AT 24" OC. 2- SCREWS AT EACH PLATE a 0 < v2 SCAFCO D250-DS6-S24 SEISMIC DRIFT TRACK STUD ALIGNMENT NOT WITH DECK FLUTE 7 f J CONCRETE OVER METAL DECK: SHOT PIN WITH 3/4" MIN. EMBED. EACH SIDE OF JAMB, DECKING: 2- SCREWS EACH SIDE OF JAMB ROOF DECK OR CONCRETE OVER METAL DECK, BY EOR. SCAFCO D250-SS6-S12 SEISMIC DRIFT TRACK JAMB STUDS, SEE PLANS INTERIOR TOP JAMB CONNECTION NO SCALE CONCRETE SLAB OVER METAL DECK, BY EOR. a 2 co / SHOT PIN WITH / 3/4" MIN. EMBED. AT EACH FLUTE (12" OC. MAX.) SCAFCO D250-SS6-S12 SEISMIC DRIFT TRACK STUD ALIGNMENT PERPENDICULAR TO DECK INTERIOR DETAIL NOTES Light Gauge Detail Notes: 1. For structural design notes, fasteners, and anchors, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the architect and structural engineer before performing alteration work. 4. All tracks shall have screw each side at each stud and match stud depth and gauge, uno. 5. All slotted slip tracks shall have screw each side at each stud, centered in slots and match stud depth and gauge (18 GA min.), uno. 6. All shot pins for interior framing shall have 3/4" min. embed in concrete and have 1/2" min. point penetration in steel >_ 3/4". 362S125-43 KICKER BRACE, FOR ATTACHMENT TO STRUCTURE ABOVE, SEE 4- SCREWS ANGLE 4x2x18 GA. �N AT 48" OC. T125 TOP TRACK 4- SCREWS AT CLIP STUD FRAMING KICKER AT PARTIAL HEIGHT WALL NO SCALE CITY NOV 22 2019 c_JTER in C Q) n W 44N Zo ,13 N � 9 w m c U o6 0 aa_ (NI ma m 0 PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 FxP. 5/28/2020 ALL STRUCTURAIAETARS USED ON THIS PLAN ARE COPYRIGH 5C) OF LOCHSAENGNEERNG. THE REUSE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTAELE WITHOUT WRITTEN CONSENT OF LOGHSA ENGINEERING. a DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG4.05 BASE TRACK AT STEEL FRAMING NO SCALE SLOTTED SLIP TRACK AT CONCRETE DECK 1 1/2" = 1'-0" tsk BULL SIZE=2acs REVIT 2018 HALF SEE-12x18 _} PER MFG REC. CONCRETE SLAB OVER METAL DECK, BY EOR. 1/4" DIA. HILTI HUS-EZ WITH 1 5/8" MIN. EMBED AT 12" OC. T125 TRACK, MATCH STUD GAUGE, 16 MIN. STUD ALIGNMENT WITH DECK FLUTE PER MFG REC .- CONCRETE SLAB OVER METAL DECK, BY EOR. - .�i PLATE 16 GA. x4, BY 2- DECK FLUTES AT EACH STUD 1/4" DIA. HILTI HUS-EZ WITH 1 5/8" MIN. EMBED AT EACH FLUTE 4- SCREWS AT EACH PLATE, UNO. -- T125 TRACK, MATCH STUD GAUGE, 16 MIN. STUD ALIGNMENT NOT WITH DECK FLUTE CONCRETE SLAB OVER METAL DECK, BY EOR. 1/4" DIA. HILTI HUS-EZ WITH 1 5/8" MIN. EMBED AT 12" OC. T125 TRACK, MATCH STUD GAUGE, 16 MIN. STUD ALIGNMENT PERPENDICULAR TO DECK NOTES: 1. Max. drop height = 6-0". 2. Where anchor is outside of middle third of stud, "stud alignment with deck flute" option shall not be used. RIGID HEAD CONNECTION AT CONCRETE DECK O NO SCALE SCREW AT 12" OC. ROOF DECK, BY EOR. SCAFCO D250-SS6-S12 d SEISMIC DRIFT TRACK 1 3/4" MIN. 2 TRACK TO M FLUTE EDGE STUD FRAMING STUD ALIGNMENT WITH DECK FLUTE PLATE 16 GA. x4 BY 2- FLUTES AT 24" OC. WITH 2- SCREWS AT EACH FLUTE 2- SCREWS AT EACH PLATE ROOF DECK, BY EOR. — SCAFCO D250-DS6-S24 SEISMIC DRIFT TRACK STUD FRAMING STUD ALIGNMENT NOT WITH DECK FLUTE STUD SLIP CONNECTION AT METAL DECK SCREW AT EACH FLUTE (12" OC., MAX.) 0 2 c., \_ ROOF DECK, BY EOR. SCAFCO D250-SS6-S12 SEISMIC DRIFT TRACK STUD FRAMING STUD ALIGNMENT PERPENDICULAR TO DECK NO SCALE T125 TRACK — STUD FRAMING 2- SCREWS AT 16" OC. ROOF DECK, BY EOR. STUD ALIGNMENT WITH DECK FLUTE T125 TRACK STUD FRAMING T125 TRACK 2- SCREWS AT EACH PLATE PLATE 16 GA. x4 BY 2- FLUTES AT EVERY OTHER STUD. WITH SCREW AT EACH FLUTE STUD FRAMING SCREW AT EACH FLUTE (12" OC. MAX.) ROOF DECK, BY EOR. STUD WALL PERPENDICULAR TO DECK FLUTE -- ROOF DECK, BY EOR. 0 T125 TRACK MATCH STUD GAUGE, 16 MIN 2- SCREWS AT 12" OC. ROOF DECK, BY EOR. -- STUD FRAMING STUD ALIGNMENT WITH DECK FLUTE PLATE 16 GA. x4 BY 3- FLUTES MIN. AT 24" OC. WITH 2- SCREWS AT EACH FLUTE INTERIOR DETAIL NOTES Light Gauge Detail Notes: For structural design notes, fasteners, and anchors, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the architect and structural engineer before performing alteration work. 4. All tracks shall have screw each side at each stud and match stud depth and gauge, uno. 5. All slotted slip tracks shall have screw each side at each stud, centered in slots and match stud depth and gauge (18 GA min.), uno. 6. All shot pins for interior framing shall have 3/4" min. embed in concrete and have 1/2" min. point penetration in steel >_ 3/4". SCREW AT EACH FLUTE 4- SCREWS T125 TRACK MATCH STUD AT EACH PLATE GAUGE, 16 MIN. ROOF DECK, 1 BY EOR. T125 TRACK MATCH STUD / GAUGE, 16 MIN. STUD FRAMING F ROOF DECK, BY EOR. -- STUD FRAMING STUD ALIGNMENT PERPENDICULAR TO DECK NOTES: STUD ALIGNMENT NOT WITH DECK FLUTE 1. Max. drop height = 6'-0". 2. Where anchor is outside of middle third of stud, "stud alignment with deck flute" option shall not be used. RIGID HEAD CONNECTION AT METAL DECK NO SCALE SECTION 7 STEEL FRAMING, BY EOR. - WIDE FLANGE SHOWN, FRAMING MAY VARY 2- SHOT PINS AT 24" OC., UNO. SCAFCO D250-SS6-S12 SEISMIC DRIFT TRACK STUD FRAMING NOTE: 1. At jamb studs, use Verticlip SL with 2- screws centered in slots (one on each side of built-up jambs) and 2- shot pins from clip to beam. Cry NOV 22 2010 I- CO SHEET TITLE PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 FXP 5/28/2020 AIi STRUCT„8AL^ AILS USED ONTHIS PLAN ARE COPYRIGH V OFLCCHSAENGMEERNG THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHS4 ENGINEERMG. N Description Lx DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. STUD ALIGNMENT NOT WITH DECK FLUTE BASE TRACK AT ROOF DECK NO SCALE SLOTTED SLIP TRACK AT STEEL MEMBER NO SCALE PERMIT CENTER FULL SIZE-24K!8 REVIT 2018 HALF SIZE.12118 LG4.06 0 E0 SOLID BLOCKING SAME GA. AS STUDS (C-RUNNER) AT EACH END OF WALL ADJACENT TO WALL OPENINGS STEEL STRAP 20 GA.x2xCONT STEEL FRAMING SOLID BLOCKING GA. -- TO MATCH STUDS WITH WEB BENT AND ATTACHED TO STUDS WITH 2- SCREWS SCREW AT EACH INTERMEDIATE STUD 2- SCREWS BETWEEN STRAPS AND BLOCKING, T TYP. WALL COVERING NOTES: 1. Blocking to occur at each end of wall or adjacent to each opening and at spacing, per general notes. 2. Contractors options: continuous CRC see strap bridging. "JP in lieu of stud and FRAMING SCREWS AS REQUIRED BY MFG STEEL STRAP 20 GA. x2 xCONT. ON SIDE(S) THAT ARE NOT FULLY SHEATHED PLAN DETAILS BLOCKING OR BRIDGING AT STEEL STUD WALLS 3/4" = KWIK BRIDGE PUNCH SYSTEM STUD FRAMING CRC 16 GA.x1 1/2" FOR SPACING, SEE GENERAL NOTES STUD PUNCHOUT STUD FRAMING -- - 2- SCREWS TO PUNCH SYSTEM OPTION OPTION 2 SCREW OPTIONS GYP. BOARD FULL HEIGHT STUD FRAMING BRIDGE CLIP WITH 2- SCREWS TO STUD AND 2- SCREWS TO BRIDGING CHANNEL OPTION 3 CRC 16 GA.x1 1/2" NOTES: 1. See steel stud manufacturers association (SSMA) for bridging requirements at interior non-structural walls. 2. For studs greater than 8", use option 3, if allowed by partition type. If not, see COLD -ROLLED CHANNEL BRIDGING OPTIONS 2- SCREWS, AT EACH STUD O STUD FRAMING KWIK BRIDGE PUNCH SYSTEM CRC 16 GA.x1 1/2" FOR SPACING, SEE GENERALNOTES- AISC MAX. BRIDGE CLIP OPTION 4 OPTION 5 WELD OPTIONS AISC MAX. STUD FRAMING < AISC MAX. AISC MAX. 0 NO SCALE ROOF DECK, BY EOR. BENT PLATE 4x4x16 GA. x4- DECK FLUTES MIN. 4- SCREWS STUD BRACE - rve N j ROOF DECK, BY EOR. PLATE 3/16" AT EACH KICKER -- ROOF JOIST, BY EOR STUD BRACE ROOF DECK ROOF DECK AT JOIST KICKER ATTACHMENT SCREW AT EACH FLUTE IN. 1 MIN. 4- #10 SCREWS CONCRETE SLAB N OVER METAL DECK, BY EOR. 1/4" DIA. HILT! KWIK HUS-EZ WITH 1 5/8" MIN. EMBED EACH FLUTE BENT PLATE 4x4x16 GA.x2- DECK FLUTES MIN. STUD BRACE PER MFG REC. FLOOR DECK 4- SCREWS I I STUD FRAMING V - T125 TRACK MULLION SLIP CONNECTION BY WINDOW MFG COMPENSATION CHANNEL SHOWN, CONNECTION TYPE MAY VARY. CONNECTION SHALL ALLOW FOR 3/4" DEFLECTIONS — WINDOW, BY WINDOW MFG TRACK AT WINDOW STUD FRAMING -- TYP. INTERIOR DETAIL NOTES Light Gauge Detail Notes: For structural design notes, fasteners, and anchors, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the architect and structural engineer before performing alteration work. 4. All tracks shall have screw each side at each stud and match stud depth and gauge, uno. 5. All slotted slip tracks shall have screw each side at each stud, centered in slots and match stud depth and gauge (18 GA min.), uno. 6. All shot pins for interior framing shall have 3/4" min. embed in concrete and have 1/2" min. point penetration in steel >_ 3/4". 600S162-54 STRONGBACK WITH 2- SCREWS TO EACH STUD FOR CONNECTION AT DECK, SEE 1 STUD BRACE 4- SCREWS " STUD FRAMING B.O. DECK 2 1/2" MIN. '- 0" MAX. UN 41, KICKER SUPPORT FOR STUD WALL NO SCALE M Q C7 SCREW CONNECTION, SEE BENT PLATE 18 GA. xCONT. WITH SCREW EACH LEG AT EACH STUD MULLION SLIP CONNECTION BY WINDOW MFG COMPENSATION CHANNEL SHOWN, CONNECTION TYPE MAY VARY. CONNECTION SHALL ALLOW FOR 3/4" DEFLECTIONS — WINDOW, BY WINDOW MFG G RETURN SOFFIT AT WINDOW l ii:a IRt":rr NOV 22 2019 PERMIT CENTER om yZ � U rn >a� rco a ��o No '5 0 o c mNco W U fy —WE-- Z L- 0 PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 FXP. 5/28/2020 ALL STRUCTURAL C\ETAILS USED ON THIS PUN ARE COPIRIOHT/Cj OFLCCHSAENsoEERNG. THE REUSE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG4.07 NOTE: 1. Floor deck perpendicular to wall stud framing is similar. NO SCALE (±) SLIP CONNECTION AT WINDOW FRAMING NO SCALE D1�1DD'SD FULSEE=24g8 REVIT 2018 HALE SIZE12,18 _} 4- SCREWS STUD DEPTH -1 1/2" MIN. STUD DEPTH 2 CV ANGLE 1 1/2x1 1/2x18 GA. xCONT. WITH SCREW EACH LEG AT EACH STUD TYPICAL CORNER CONNECTION NO SCALE O 6" T150-54 RUNNER TRACK, NOTCHED AROUND STUDS 3- #12 PAN HEAD SMS PER STUD AT BACKING PLATE TYPE A PLATE 16 GA.x6xCONT. 3- #10 PAN HEAD SMS AT EACH STUD TYP. TYPICAL PARTITION FRAMING TYPICAL STUD FRAMING, AT 24" OC. MAX. NOTES: 1. Confirm length, height, location of backing plate, and number required with item to be mounted. 2. Backing plate to be used with small, light weight items which weigh or support weight of less than 35 pounds per linear foot. Does not include handrails or grabrails. BACK PLATE TYPE A Q NO SCALE 3 1/2" MIN. STUD. 20 GA. FOR STUDS UP TO 10'-6" HIGH. 16 GA. FOR STUDS OVER 10'-6" HIGH. FOR WALLS SUPPORTING HANDRAILS OR GRABRAILS, SEE STUD SCHEDULE. NOTES: 1. Backing plate to be used with small, light weight items (soap dispensers, door stops, mirrors, clothes hooks, etc.) which weigh or support weight of less than 75 pounds per linear foot. 2. Stud flanges to be continuous. 3. Confirm length, height and location of backing plate and number required with item to be mounted. 4. Design load eccentricity from face of wall 'e' = 8" max. 5. Handrails and grabrails with the following conditions are acceptable with this backing: a. The eccentricity from the face of wall is <_ 4", b. The rail attachment points are no more than 2'-10" above base of stud. HANDRAIL/GRABRAIL STUD SCHEDULE (18'-0" MAX. HEIGHTZ RAIL ATTACHED DIRECTLY TO STUD BACK-TO-BACK 362S125-54 AT 8" OC. BACK-TO-BACK 362S200-43 AT 16" OC. BACK TO BACK 600S125-33 AT 16" OC. SINGLE 600S162-43 AT 16" OC. NOTE: 1. Rail load is assumed to act solely on the stud framing by itself. RAIL ATTACHED TO BACKING BACK-TO-BACK 362S125-54 AT 16" OC. BACK-TO-BACK 362S162-33 AT 16" OC. BACK TO BACK 600S125-33 AT 16" OC. SINGLE 600S162-43 AT 16" OC. NOTE: 1. Rail load is assumed to act on backing that will distribute the load between 2- studs. BACKING PLATE TYPE B 4110 NO SCALE SHOT PIN WITH 3/4" MIN. EMBED AT CONCRETE OR CONCRETE FILLED DECK AT 24" OC. STAGGERED, SEE NOTES SCAFCO D250-SS6-S12 SEISMIC DRIFT TRACK WITH SCREW EACH SIDE AT EACH STUD CH STUD FRAMING SEE SCHEDULE 2 NOTES: 1. At metal deck, use 2- #8 screws at 24" oc. 2. At steel framing, use shot pin at 24" oc. --- JAMB STUD — 4-#8 SCREWS FROM\ CLIP TO JAMB FOR 3 5/8" AND 4" STUDS. 6-SCREWS FOR 6" AND 8" STUDS - #8 SCREW EACH SIDE OF CLIP (2-TOTAL) 2-#8 SCREWS PRO-X TO CLIP FASTENER EACH SIDE OF SPLICE NOTE: 1. For CH stud to J-runner connection, see TYPICAL SHAFTWALL STUD CONNECTION NO SCALE NOTE: 1. For connection with insert, see JAMB, SEE SCHEDULE HEADER WITH INSERT, SEE SCHEDULE INTERIOR DETAIL NOTES Light Gauge Detail Notes: For structural design notes, fasteners, and anchors, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the architect and structural engineer before performing alteration work. 4. All tracks shall have screw each side at each stud and match stud depth and gauge, uno. 5. All slotted slip tracks shall have screw each side at each stud, centered in slots and match stud depth and gauge (18 GA min.), uno. 6. All shot pins for interior framing shall have 3/4" min. embed in concrete and have 1/2" min. point penetration in steel >_ 3/4". SLAB WHERE OCCURS CH STUD FRAMING, SEE SCHEDULE JR-34 OR EQUAL, MATCH SHAFTWALL DEPTH w, A2 SCREW TYPICAL ONE SIDE OF STUD TO TRACK SHOT PIN WITH 3/4" MIN. EMBED AT 24" OC. NOTE: 1. For J-runner splice, see BOTTOM OF SHAFT WALL AT CONCRETE NO SCALE JAMB STUD 6-#8 SCREWS FROM CLIP TO JAMB FOR 3 5/8" AND 4" STUDS. 10-SCREWS FOR 6" AND 8" STUDS 2-#8 SCREW EACH / SIDE OF CLIP (4-TOTAL) 2-#8 SCREWS PRO-X TO CLIP TYPICAL HEADER TO JAMB CONN. WITH INSERT 2-#8 SCREWS INSERT TO CLIP Ot HEADER WITH INSERT "Ei` !E0 TO JAMB CITY OF ::11'fLiA NOV 22 2019 E°) UI: Vc o -0) E ZI01 Nob, J r a v mo mN Oo .g 0 W co D TO BNBUILDERS SITE ON 05/ CY CC 09/19/19 EXP 5/28/2020 All SWUCNWAa0£TAIIS USED ON O11S PLAN ARE CO.%RIGH C OFLOCHSA ENGINEERING. THE RE -USE OF ANY PETALS AND CONCEPTS ISNOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. s d 0 0) DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. TOP OF SHAFT WALL ANCHOR NO SCALE PRO-X HEADER TO JAMB CONNECTION O 1 1/2" = 1'-0" PRO-X HEADER TO JAMB CONNECTION WITH INSERT 1 1/2" = 1'-0" PERMIT CENTER FLLLSCO SCAN REVIT 2018 HALF SIZE" I SAC LG4.08 0. 0 0 0 ACOUSTICAL TILE PANEL, 4.0 PSF MAX. CONTINUOUS WALL L1 1/2x1 1/2x20 GA. TRIM ANGLE. ARMSTRONG HD 7301 MAIN RUNNER AT 4'-0" OC. ARMSTRONG XL 8340 CROSS RUNNERS AT 2'-0" OC. 12 GA. HANGERS AT 4'-0" O.C. ALONG MAIN RUNNERS 12 GA. HANGERS AT PERIMETER, SUPPORTING MAIN RUNNERS AND CROSS RUNNERS, 8" FROM WALL MAX., TYP. 12 GA. MIN. LATERAL BRACING, 2" MAX. FROM MAIN RUNNER AND CROSS RUNNER INTERSECTION, EACH DIRECTION AT APPROXIMATELY 45°. LOCATE LATERAL BRACING 4'-0" FROM WALLS AND 8'-0" OC. MAX. EACH WAY 64 FT SQ TYPICAL IN FIELD ® SEISMIC STRUT AT ALL LATERAL BRACING LOCATIONS. FOR SEISMMIC STRUT COMPRESSION SCHEDULE SEE © . FOR LAYOUT, SEE NOTE 7 ALL MEP/HVAC SYSTEMS NOT TO HANG FROM CEILING GRID SYSTEM. NOTE: 1. Splay wires to have 4- tight turns within 1 1/2" from ends. 2x4 CEILING GRID - A.C.T. NO SCALE SEISMIC COMPRESSION STRUT SCHEDULE STRUT LENGTHS STRUT SIZE SCREW SPACING AT BENT PLATE 0'-0" TO 5'-0" 250S137-43 1 1/2" 5'-0" TO 10'-0" 362S137-33 2" 10'-0" TO 15'-0" 400S137-33 3" NOTE: 1. For typical connections and layout, see Ai 'Cr COMPRESSION STRUT SCHEDULE NO SCALE 1/4" DIA. HILTI HUS-EZ SCREW ANCHOR OR EQUAL WITH 2 1/2" MIN. / EMBEDMENT SPLAY WIRE NOTE: 1. Splay wires to have 4- tight turns within 1 1/2" from ends. CONCRETE SLAB OVER STEEL DECK, BY EOR. BENT PLATE 16 GA.x1 1/2x1 1/2 xGENERAL CONTRACTOR COORDINATE PER MFG/ REC. / // / / SPLAY WIRE - CONCRETE FILLED DECK 0 0 COMPRESSION STRUT, SPLAYED FOR SIZE, SEE 45° OR LESS FOR CONNECTION -\ OF WIRES TO STRUCTURE ABOVE, SEE AND 45° OR LESS CROSS RUNNER, BY CEILING / MANUFACTURER BRACE WIRES 45° OR LESS 45° OR LESS / .► MAIN RUNNER, BY CEILING MFG 3- SCREWS AT LAP NOTE: 1. Splay wires to have 4- tight turns within 1 1/2" from ends. CONNECTION AT CORNERS - AS NEEDED NO SCALE 0.157" DIA. SHOT PIN WITH 3/4" MIN. EMBED HANGER WIRE, SEE TRIP CONCRETE SLAB OVER STEEL DECK, BY EOR. -- BENT PLATE 16 GA. x1 1/2x1 1/2 xFIELD COORDINATE HANGER WIRE - CONCRETE FILLED DECK HANGER WIRE 3- TIGHT TURNS BOTH ENDS WITHIN 1 1/2" T-GRID FRAMING HANGER WIRE AT CRC NO SCALE 0.157" DIA. SHOT PINS WITH 3/4" MIN. EMBED BENT PLATE 16 GA.x1 1/2x1 1/2x FIELD COORDINATE SEISMIC COMPRESSION STRUT, SEE SCHEDULE PER MFG REC. e CONCRETE SLAB OVER STEEL DECK, BY EOR. 2- SCREWS o w w SEE SEISMIC COMPRESSION STRUT SCHEDULE SEISMIC STRUT - CONCRETE FILLED DECK NO SCALE 0.157" DIA. SHOT PIN WITH 1" MIN. EMBED HANGER WIRE CONCRETE SLAB OVER STEEL DECK, BY EOR. BENT PLATE 16 GA.x1 1/2x1 1/2 xFIELD COORDINATE NOTE: 1. Wires to have 4- tight turns within 1 1/2" from ends HANGAR WIRE - CONCRETE FILLED DECK (ALTERNATE) INTERIOR DETAIL NOTES Light Gauge Detail Notes: For structural design notes, fasteners, and anchors, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the architect and structural engineer before performing alteration work. 4. All tracks shall have screw each side at each stud and match stud depth and gauge, uno. 5. All slotted slip tracks shall have screw each side at each stud, centered in slots and match stud depth and gauge (18 GA min.), uno. 6. All shot pins for interior framing shall have 3/4" min. embed in concrete and have 1/2" min. point penetration in steel >_ 3/4". PER MFG CONCRETE SLAB REC. OVER STEEL DECK, BY EOR. BENT PLATE 16 GA.x1 1/2x1 1/2x FIELD COORDINATE SEISMIC COMPRESSION STRUT, SEE SCHEDULE SEE SEISMIC COMPRESSION STRUT SCHEDULE w - 2- 0.157" DIA. SHOT PINS WITH 3/4" MIN. EMBED 2- SCREWS SEISMIC STRUT BETWEEN FLUTES - CONCRETE FILLED DECK U NO SCALE STEEL DECK, BY FOR BENT PLATE 16 GA.x 1 1/2x1 1/2xFIELD COORDINATE SEISMIC COMPRESSION STRUT, SEE SCHEDULE 1/2" 12 SCREW / 2-SCREWS C w 1/2" i'Et: Eikr. IcYOr: 6U:i iL o NOV 22 2019 PERMrr CENTE SEE SEISMIC COMPRESSION STRUT SCHEDULE SEISMIC STRUT - METAL DECK R a C) °o Urr � U 0 p - LLI 1 5- m 0 0 Zi J J I- 0 W J a z W a. a 0 w x 0 PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/2 09/19/19 EXP 5/28/2020 PLLSTRUCiC4A ?0ESUERooN MIS PLAN ARE COPYRIGHT/ OFLOCHSAENOmEERNG. THE REUSE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCH ER ENGINEERING DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG4.11 .} NO SCALE NO SCALE NO SCALE NO SCALE FULL SIZE =2446 REVIT 2018 HALF SIZE = 1h19 #12 SCREW AT EACH FLUTE STEEL DECK, BY EOR. BENT PLATE 16 GA.x 1 1/2x1 1 /2xFl ELD COORDINATE SEISMIC COMPRESSION STRUT, SEE SCHEDULE Alk w SEE SEISMIC COMPRESSION w STRUT SCHEDULE 2-SCREWS SEISMIC STRUT BETWEEN FLUTES - METAL DECK NO SCALE #8 SCREW HANGER WIRE STEEL DECK, BY EOR. 0 BENT PLATE 16 GA.x 1 1/2x1 1 /2xFI ELD COORDINATE HANGER WIRE - METAL DECK (ALTERNATE) NO SCALE GYP. BOARD CEILING, 4.0 PSF MAX. CONTINUOUS WALL ANGLE 1 1/2x1 1/2x20 GA. TRIM ANGLE. ARMSTRONG HD 8901 MAIN RUNNER AT 4'-0" OC. ARMSTRONG XL 8945 CROSS RUNNERS AT 2'-0" OC. 12 GA. HANGERS AT 4'-0" OC. EACH WAY, TYP. 12 GA. HANGERS AT 4'-0" PERIMETER, SUPPORTING MAIN RUNNERS AND CROSS RUNNERS, 8" FROM WALL MAX., TYP. 12 GA. MIN. LATERAL BRACING, 2" MAX. FROM MAIN RUNNER AND CROSS RUNNER INTERSECTION, EACH DIRECTION AT APPROXIMATELY 45°. LOCATE LATERAL BRACING 4'-0" FROM WALLS AND 8'-0" OC. MAX. EACH WAY 64 FT SQ TYPICAL IN FIELD SEISMIC STRUT AT ALL LATERAL BRACING LOCATIONS, FOR SEISMIC STRUT COMPRESSION SCHEDULE, SEE Ai, FOR LAYOUT, SEE NOTE 7. ALL MEP/HVAC SYSTEMS NOT TO HANG FROM CEILING GRID SYSTEM. NOTE: 1. Splay wires to have 4- tight turns 2x4 CEILING GRID - GYP. 1/2" = 1'-0" 2- #12 SCREWS SPLAY WIRE EQ.EQ. I - STEEL DECK, BY EOR. BENT PLATE 16 GA.x 1 1/2x1 1/2xGENERAL CONTRACTOR COORDINATE NOTE: 1. Splay wires to have 4- tight turns within 1 1/2" from ends. SPLAY WIRE - METAL DECK NO SCALE 0 O 4 O C6) O ACOUSTICAL TILE PANEL, 4.0 PSF MAX. CONTINUOUS WALL L1 1/2x1 1/2x20 GA. TRIM ANGLE. ARMSTRONG HD 7300 MAIN RUNNER AT 2'-0" OC. ARMSTRONG XL 8320 CROSS RUNNERS AT 2'-0" OC. 12 GA. HANGERS AT 4'-0" O.C. ALONG MIN RUNNERS. 12 GA. HANGERS AT PERIMETER, SUPPORTING MAIN RUNNERS AND CROSS RUNNERS, 8" FROM WALL MAX., TYP. A 12 GA. MIN. LATERAL BRACING, 2" MAX. FROM MAIN RUNNER AND CROSS RUNNER INTERSECTION, EACH DIRECTION AT APPROXIMATELY 45°. LOCATE LATERAL BRACING 4'-0" FROM WALLS AND 8'-0" OC. MAX. EACH WAY 64 FT SQ TYPICAL IN FIELD SEISMIC STRUT AT ALL LATERAL BRACING LOCATIONS. FOR SEISMIC STRUT COMPRESSION SCHEDULE, SEE © . FOR LAYOUT, SEE NOTE 7 NiVir ALL MEP/HVAC SYSTEMS NOT TO HANG FROM CEILING GRID SYSTEM. EQ.EQ. #8 SCREW HANGER WIRE STEEL DECK, BY EOR. BENT PLATE 16 GA.x 1 1/2x1 1/2XFIELD COORDINATE NOTE: 1. Hilti 1/4" eye lag ceiling fastener is an acceptable alternate to angle and screw. HANGER WIRE - METAL DECK NO SCALE NOTE: 1. Splay wires to have 4- tight turns within 1 1/2" from ends. 2x2 CEILING GRID - A.C.T. 3/4" = 1'-0" hin 1 1/2" from ends. INTERIOR DETAIL NOTES Light Gauge Detail Notes: 1. For structural design notes, fasteners, and anchors, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the architect and structural engineer before performing alteration work. 4. All tracks shall have screw each side at each stud and match stud depth and gauge, uno. 5. All slotted slip tracks shall have screw each side at each stud, centered in slots and match stud depth and gauge (18 GA min.), uno. 6. All shot pins for interior framing shall have 3/4" min. embed in concrete and have 1/2" min. point penetration in steel 2 3/4". r.f�t Crrf Cif NOV 22 nici PERMIT C NTER z 0 U 7 0 0 co t R 1U t E W 3 t o 8 fo 4N Wrc� NI%moo �I�ak 06, 2 i C9Nw dZ aim 5 a-8 2 m cv fl 0 DERS SITE ON 05/21/19 PER REVIT FILE UPLOADED TO 09/19/19 EXP. 5/28/2020 ALL swUCNUL{ErAILS USED ON 01114 PLAN ARE COPYRIOH C. OFLCCHGAENGINEERNG THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTA& WITHOUT WRITTEN CONSENT OF LOCHS4 ENGINEERING. d 0 DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG4.12 2 FLaL52E=2RR0 REVIT 2018 HALF SOS = 12v18 JOIST SCHEDULE MAX SPAN JOIST O.G SPACING w/o BRACING w/ MID -SPAN BRACING 250S162-33 16" 11 8 13'-2" 10 5'" 24" 16" 12'-10" 14'-4" 250S162-43 24" 11'-6" 12'-6" 16" 14'-2" 15'-4" 250S162-54 24" 12-7" 13'-5" 16" 12'-9„ 17'-6" 362S162-33 - -- 24" — - 11'-5" 15'-4" 16" 13'-11" 19'-1" 362S162-43 12 5" 16'-8" - 24" 16" 15-3" 20 5' 362S162-54 24' 13'-6" 17'-10" 16" 13'-0" 18'-6" 400S162-33 24" 11'-8" 16'-6" 16" 14'-3" 20'-3" 400S162-43 —. 24" 12'-9" 18'-0° 400S162-54 16" 15'-6" 21'-9" 16" 20'-3" 24'-6" 400S250-54 24" 18'-1" 21'-4" 16" 14 9' 21 4 600S162-33 24" 13 3" 19.-3" 600S162-54 16" 17'-3" 24'-6" 600S200-54 16" 19'-10" 28'-3" 600S250-54 24" 20'-2" 28.-9" NOTES: 1. For section view, see 3/ LG4.13. 2. 5 psf max. loading 3. L/240 max. deflection STUD CEILING JOIST SCHEDULE NO SCALE TRACK BLOCKING TO MATCH JOIST PLACE AT 96" OC. AND AT EACH END OF STRAP RUNS, SEE NOTE 1 2- #8 EACH FLANGE #8 AT EACH STUD AND 4- AT BLOCK FRAMED CEILING, SEE PLAN FOR SIZE AND SPACING 0 / 1 1/2" x 54 MIL. STRAP OR 54 MIL CRC NOTE: 1. Bridging options are acceptable alternates to blocking and straps, see CEILING JOIST BRACING NO SCALE Alk 727 JOIST RO. SCHEDULE JOIST SIZE MAX. RO. MAX. JAMB SPAN JAMB SECTION 10' - 9" 250S162-54 4' - 4" 12' - 0" 250S250-54 14' - 6" 250S250-97 2 1/2"9' - 6" 250S162-54 8' - 8" 10' - 9" 250S250-54 12' - 9" 250S250-97 14' - 6" 362S162-54 4' - 4" 16' - 2" 362S250-54 19' - 2" 362S250-97 3 518" 12' - 9" 362S162-54 8' - 8" 14' - 2" 362S250-54 16' - 9" 362S250-97 15' - 6" 400S162-54 4' - 4" 17' - 4" 400S250-54 20' - 9" 400S250-97 4" 13' - 9" 400S162-54 8' - 8" 15' - 4" 400S250-54 18' - 3" 400S250-97 18' - 8" 600S162-54 4' - 4" 21' - 4" 600S200-54 6" 16' - 9" 600S162-54 8' - 8" 20' - 9" 600S250-54 NOTES: 1. For plan and isometric view, see 6/ LG4.13 . 2. 5 psf max. loading 3. L/240 max. deflection STUD CEILING R.O. SCHEDULE NO SCALE T125-54 WITH #8 SCREW EACH LEG co JOIST R.O. ISOMETRIC STUD FRAMING, SEE SCHEDULE SPAN STUD JOIST, SEE SCHEDULE T150-54 EACH END WITH #8 SCREW AT EACH LEG STUD CEILING JOIST SECTION SEE SCHEDULE FOR WALL TOP DEFLECTION TRACK CONN., TYP. STUD FRAMING, SEE SCHEDULE NO SCALE S162-54 CRIPPLE STUD WITH 4- #8 SCREWS TO JAMB R.O. WIDTH, SEE SCHEDULE S162-54 CRIPPLE STUD WITH 4- #8 SCREWS TO JAMB JAMB, SEE SCHEDULE NOTE: 1. Where required infill joists (of equal or smaller depth) can be installed in the opening (jamb to jamb or track to track). See joist schedule for infill. R.O. AT JOIST CEILING NO SCALE MAX JAMB SPAN co JAMB, SEE SCHEDULE T125-54 TRACK HEADER CEILING JOIST, SEE SCHEDULE STUD WALL FRAMING, SEE SCHEDULE JOIST R.O. PLAN VIEW INTERIOR DETAIL NOTES Light Gauge Detail Notes: 1. For structural design notes, fasteners, and anchors, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the architect and structural engineer before performing alteration work. 4. All tracks shall have screw each side at each stud and match stud depth and gauge, uno. 5. All slotted slip tracks shall have screw each side at each stud, centered in slots and match stud depth and gauge (18 GA min.), uno. 6. All shot pins for interior framing shall have 3/4" min. embed in concrete and have 1/2" min. point penetration in steel >_ 3/4". END TRACK, SEE SECTIONS — JOIST, SEE SCHEDULE 2- #10 SCREWS AT EACH WALL. AT WALLS WITH 2- LAYERS OF GYP. / PROVIDE 3- #10 SCREWS AT EACH STUD STUD, SEE SCHEDULE AT 24" OC. MAX. JOIST END CONNECTIONS NO SCALE CI t'i" NOV ?G' 20i9 PERMIT ENTE =i 0 E co U 0 8 . 14% F- m 0 D TO BNBUILDERS SITE ON 05/21/19 PER REVIT FILE U STAMP 09/19/19 EXP 5/28/2020 ALL s1RUCTURALETALO000 ON MIS PLAN ARE COPYRIGHT(c) Of LOCHS0 ENGINEERNG THE RE -USE DE ANY DETAILS AND CONCEPTS S N OT ACCEPTABLE WIT OUT WRITTEN CONSENT OF LDCHSA ENGINEERING DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG4.13 FILL SIZE=2400 REVIT 2018 HALE SEE=11,10 G4.06 METAL DECK oSCONCRETE ON METAL DECK TYP. \LG4 08/ METAL DECK G4.06 CONCRETE ON METAL DECK 4- #10 SCREWS, TYP. - 362S125-33 STUD FRAMING AT 16" OC., TYP., UNO. FULL HEIGHT WALL FRAMING, SEE SCHEDULES GWB DOUBLE SOFFIT AT CONE. ROOMS A AND B 1 1/2" = 1'-0" FOR CONNECTION TO STRUCTURE, SEE /T\ METAL DECK CONCRETE ON METAL DECK 4- #8 SCREWS 362S125-43 STUD KICKER AT 48" OC. REF: 22/A3.3 362S125-33 STUD FRAMING AT 16" OC., TYP., UNO. LG4.08 - CEILING STUD JOIST PER SCHEDULE SEISMIC GWB TO APC CEILING 3" = 1'-0" n REF: 25/A3.3 CONCRETE ON METAL DECK FOR CONNECTION TO STRUCTURE, SEE 362S125-33 STUD BRACE AT 48" OC. 362S125-33 STUD FRAMING AT 16" OC., TYP., UNO. e METAL DECK CONCRETE ON METAL DECK METAL DECK G4.06 CONCRETE - - i ON METAL DECK I,II �l G4.08 362S125-33 STUD FRAMING AT 16" OC., TYP., UNO. 4- #8 SCREWS, TYP. FULL HEIGHT WALL FRAMING, SEE SCHEDULES GWG SOFFIT TO APC 1 1/2" = 1'-0" ETAL DECK Goa 05 CONCRETE ON METAL DECK REF: 23/A3.3 WALL FRAMING, PER SCHEDULE 2- SCREWS AT 12" OC. \ - HEADER, PER SCHEDULE \ CEILING STUD JOIST, PER SCHEDULE BULKHEAD DETAIL 1 1/2" = 1'-0" ETAL DECK CONCRETE ON METAL DECK 4- #8 SCREWS G4.08 REF: 33/A3.3 METAL DECK CONCRETE ON METAL DECK 362S125-33 STUD FRAMING AT 16" OC., TYP., UNO. FOR CONNECTION TO STRUCTURE, SEE 362S125-43 STUD KICKER AT 48" OC. 4- #8 SCREWS, TYP METAL DECK ‘117 LG4.06 -CONCRETE ON METAL DECK LG4.08 CEILING STUD JOIST, SEE SCHEDULE \- 362S125-33 STUD FRAMING AT 16" OC., TYP., UNO. GWB CEILING TO GWB SOFFIT 1 1/2" = 1'-0" FOR CONNECTION T STRUCTURE, SEE G4.06 �I .I • 362S125-33 STUD FRAMING AT 16" OC. • 4- #8 SCREWS REF: 24/A3.3 METAL DECK CONCRETE ON METAL DECK GWB BULKHEAD 1 1/2" = 1'-0" EXTERIOR STUD FRAMING, / PER EXTERIOR SUBMITTAL - FULL HEIGHT WALL FRAMING, SEE SCHEDULES LG4.06 0 362S125-43 STUD KICKER AT 48" OC. • T125 TRACK REF: 34/A3.3 362S125-43 STUD FRAMING AT 16" OC. 2- SHOT PINS AT EACH CLIP, CENTERED IN SLOTS TSN DSLS AT EACH STUD WITH 2- #12 SCREWS CENTERED IN SLOTS DETAIL NOTES Light Gauge Detail Notes: For structural design notes, fasteners, and anchors, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the architect and structural engineer before performing alteration work. METAL DECK USE ANGLE 3x3x18 Ax0'-6" WITH 4- SCREWS AT STUDS WITH BRACE CONCRETE " o' / FOR CONNECTION TO ON METAL DEC - / STRUCTURE, SEE •I 600S162-33 STUD FRAMING AT 16" OC. T125 TRACK, TYP I id.. i '4 600S162-43 STUD FRAMING AT 16" OC. --- SIMPSON RCKW WITH 6- #12 SCREWS AT EACH STUD LOBBY 1/2" DIA. THREADED ROD WITH 2 3/4" MIN. EMBED SET WITH HILTI HIT-HY 200 EPDXY SyCI 0DybO /- 362S125-33 STUD BRACE AT 48" OC. CIT' t• i NOV 2 2 2U19 PERMIT CI=NTEA t a 0 co W ~ r Q) CO LuLL 0_ rX — W I- Z F- 0 PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON Q5/21/19 09/19/19 FXP 5/28/2020 AU. STRUCTIR L O�ETAILS USED ON THIS PLAN ARE COPYRIGH i� OF LOCHS" ENGINEERING. THEREUSEOF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT NIRITISN CONSENT OF LOCHSA ENGNEERINS. N 0 cc DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG4.51 GWB BULKHEAD ABOVE LOCKERS 1 1/2" = 1'-0" REF: 35/A3.3 GWB BULKHEAD ALCOVE 1 1/2" = 1'-0" REF: 44/A3.3 SLOPED SOFFIT AT CLERESTORY 1 1/2" = 1'-0" REF: 45/A3.3 CLERKS WINDOW COUNTER NO SCALE REF: 45/A11.5 10 RILL SIZE =2446 REVIT 2018 HALF SIZE12v,B } S d 9 0 SHOT PINS AT 16" OC. TYP. DECK REINFORCEMENT CHANNEL, TYP., BY EOR. SEE 6/S5.4 2- SHOT PINS, TYP. 4- #8 SCREWS, TYP. 362S125-33 STRONG BACK WITH 2- #8 SCREWS AT EACH STUD, TYP. 362S125-33 STUD FRAMING AT 16" OC., TYP., UNO. SKYLIGHT COFFER - PERPENDICULAR AND PARALLEL TO SLOPE 1" = 1'-0" SHOT PIN AT 8" OC., TYP. LG4.06 PLATE AT EACH STUD, TYP. 362S125-33 STUD FRAMING, TYP. UNO. STRAP 18 GAx3" ON ALL SIDES, CONTINUOUS AROUND CORNERS WITH 2- SCREWS AT EACH STUD AT BOTTOM AND MID -HEIGHT OF FRAMING, TYP. I II I II I I II I I I II I II I II SKYLIGHT COFFER AT OPEN CEILINGS - PERPENDICULAR AND PARALLEL TO SLOPE 1" = 1'-0" REF: 33/A3.4 362S 125-33 STUD FRAMING, TYP. UNO. REF: 23/A3.4 O 250S125-33 STUD FRAMING AT 16" OC., TYP. UNO. T125-43 TRACK WITH 2- #8 SCREWS EACH END EACH STUD. TYP. DETAIL NOTES Light Gauge Detail Notes: 1. For structural design notes, fasteners, and anchors, see sheet LGO.02. 2. Architectural backgrounds are shown for reference only. The dimensions shown apply to structural elements only. For dimensions not shown, see architect of record submittal. 3. Contractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the architect and structural engineer before performing alteration work. HANGER ROD LENGTHS HANGER ROD RUN CONDITION STACKED CONDITION A36-36KSI ROD 4.35" 0.9" A572-65KSI ROD 7.8" 1.64" F1554-105KSI ROD 7.8" 2.65" NOTES: 1. If the hanger rod length is longer than what is in the schedule, use a unistrut P1000 with a P2486 unistrut rod stiffener. 2. Stacked condition refers to door at folded location. P1000 ROD STIFFENER CCL. vs.; 6+ C.1'U DEC 31 2C19 xo ~ W z v Cty cf Tukwi'a w B!'!!_.., 0 � OPERABLE PARTITION TRACK AT CONF. A AND B a ui 1 1/2" = 1'-0" REF: 35/A10.3 PTECEIVED CITY OF Yt,:::WILA NOV 22 2019 JOB TITLE PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 FXP 5/28/2020 AIL STRUCIURAL,WAILSUKO ON THIS PLAN ARE COPYRIGHT(C) OFLOCHSA ENGNEERNG. THE RE -USE OF ANY CETALs AND CONCEPTS ISNOT CCEPTAHE WRHOLRWRIT1EN CONSENT OF LOCHSA ENGINEERING. 0 ce DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG4.52 FULL SIZE=240 REVIT 2018 HALF SRE= 12,15 ` � (AO PERMIT CENTER/ 1C / PM Hasan rur J.\19\000\19075 Tukwila Justice Center\SKO.dwg GENERAL NOTES INTERIOR SUSPENDED CEILING FRAMING GENERAL 1. VERIFY DESIGN CRITERIA (BELOW) AND DIMENSIONS PER DRAWINGS. 2. DEVCO ENGINEERING, INC'S SCOPE OF WORK IS LIMITED TO THOSE ITEMS SHOWN ON OUR SEALED DRAWINGS. DESIGN OF ALL OTHER ITEMS IS BY OTHERS. DESIGN CRITERIA CEILING DEAD LOAD: CEILING LIVE LOAD: SEISMIC LOAD: DEFLECTION LIMIT: 4PSF MAX ACT CEILING 0 (NON ACCESSIBLE) 2015 IBC : OCCUPANCY IV Sds = 0.990, Ip = 1.5, ap = 1.0, Rp = 2.5 L/360 ACT MATERIALS 1. STUD TRACK AND MISC. SHAPES TO BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A653, SS GRADE 33 FOR 43-MIL AND LIGHTER PRODUCTS AND ASTM A653, SS GRADE 50 FOR 54-MIL AND HEAVIER. 2. DESIGN BASED ON SECTION PROPERTIES FROM ICC ESR 3064P (SSMA). OTHER MANUFACTURES ARE ACCEPTABLE PROVIDING PROVISION 1 ABOVE IS MET AND SECTION PROPERTIES MEET OR EXCEED THE ABOVE LISTED ICBO ER. 3. PROVIDE PERIMETER SUPPORTING CLOSURE ANGLES PER ASCE7-10 13.5.6.2.2. INSTALL ALL CEILINGS IN ACCORDANCE WITH ASCE 7-10 13.5.6.2 , ASTM C635 / C636, & ASTM E580. 4. WIRE TO BE GALVANIZED SOFT ANNEALED MILD STEEL WIRE AS DEFINIED IN ASTM A641. USE A MINIMUM OF THREE TWISTS WITHIN 1%2" LENGTH AT ENDS OF HANGER WIRE. 5. SCREWS USED IN DESIGN MEET THE REQUIREMENTS OF SECTION E4 OF THE 2001 EDITION OF THE AISI "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" FOR SCREW CONNECTIONS. PRELIMINARY H w U) m PERMIT SET n CONST. SET 2 CITY Cifr.%+, A JAN 31 2020 PERMIT CENTER be4-Sr.1o1O bL9oo3� a hi JOB NO 19-075 DRAWN BY: DEVCO SHEETTflJI GENERAL NOTE SHEET DRAWING: SK 0 0 (I) 0 1/2019 9:27 AM 9075 Tukwila Justice Center\SK1.dwg FILE: J:\19\000\ (2) LVF @4"O.C. SPACING MIN OR (2) #8 TO METAL DECK. 45 DEGREE MAX. 45 DEGREE MAX. CLIP LEG & BEND FOR ATTACHMENT @ DECK COMPRESSION POST 162T125-30MIL MAX SPAN = 8'-0" 162S125-30MIL MAX SPAN = 8'-0" 45 DEGREE MAX. NOTES: 1. FRAMING & INSTALLATION TO COMPLY WITH ICC REPORT ESR-1308. 2. SEISMIC SPLAY WIRES & COMPRESSION POSTS ARE REQ'D FOR CEILING AREA GREATER THAN 1000 SQUARE FEET, SEE DETAIL 2/-. CEILINGS SURROUNDED ON ALL (4) SIDES BY FULL HEIGHT WALLS WITH A CEILING AREA OF 1000 SQUARE FEET OR LESS ARE EXEMPT FROM SEISMIC BRACING REQ'S. 3. LIGHT FIXTURE SUPPORTS PER ASTM E-580. NO. 12 WIRE @ 48" O.C. ALONG MAIN TEE ATTACH TO STRUCTURE ABOVE PER SK2. HANGER WIRES SHALL BE ATTACHED WI MINIMUM OF 3 FULL TURNS, TYP. NO. 12 SPLAY WIRE MAX 45 DEG. FROM PLANE OF CEILING ATTACHMENT TO DECK ABOVE PER DWG SK2. (2) #8 THROUGH BULB. SCREW TO WEB OR FLANGE OF POST. NOTE: 1. INSTALL SPLAY WIRES @ MAX 8'-0" X 8'-0" GRID OR MAX TRIBUTARY AREA = 64 SQUARE FEET TYP, & MAX 6'-0" FROM ANY EDGE OR ELEVATION CHANGE. 2. AT CLOUD CEILINGS "CEILINGS NOT ATTACHED TO FULL HEIGHT WALLS ON ALL 4 SIDES" INSTALL SEISMIC BRACING PER SPACING REQUIREMENTS LISTED ABOVE WITH MIN (2) BRACES PER CLOUD CEILING. SPLAY WIRE & COMPRESSION POST DETAIL SCALE: N.T.S. SECURE THE MAIN AND CROSS RUNNERS ON TWO ADJACENT WALLS USING SEISMIC CLIPS AND HARD ATTACH TO PERIMETER TRIM ON TWO OPPOSITE WALLS PER SK3. ARMSTRONG CROSS TEE SPACED @ 24" O.C. MAX. J 1 10111 12/11/19 111111111 DATE: 111111 � 'RELIMINARY :UBMITTED IID SET 'ERMIT SET :ONST. SET a PERIMETER ANGLE #6 SCREW MIN @ EA STUD -WALL FRAMING PER ARCH. & E.O.R. DWGS. ARMSTRONG HEAVY DUTY MAIN @ 48" O.C. MAX INTERIOR ACT SUSPENDED CEILING GRID SYSTEM APC-1, APC-2, APC-3 SCALE: N.T.S. p‘4 .IA N `{ 2020 aF'r1: T C'MTER JOB NO. 19-075 DRAWN BY: DEVCO SHEETITLE: CEILING DETAILS DRAWING SK 1 1/2019 9:36 AM — Hasan FILE: J:\19\000\19075 Tukwila Justice Center\SK2.dwg ROOF DECK BY OTHERS 20ga MIN. SPLAY WIRE SPLAY WIRE CONNECTION @ METAL ROOF DECKING SCALE: 1 \" = 1'-0" C (2) #8 SCREWS STRAP 3" WIDE x 16GA x 0'-3" LONG. ROOF DECK BY OTHERS 20GA MIN. ILAG 750SD WIRE HANGER WIRE HANGER CONNECTION @ METAL ROOF DECKING SCALE: 1V' = 1'-0" CLIP L11/2x1312X97miI x 1Y2" WIDE ALT 12GA HOCL CLIP. 1" MAX OFFSET FROM CENTER LING OF LOW FLUTE CONCRETE OVER METAL DECK BY OTHERS HILTI HUS-EZ 3/8" DIA. x 2%2" EMBED, OR ALT SIMPSON TITEN HD. SPLAY WIRE SPLAY WIRE CONNECTION 2 @ CONCRETE OVER METAL DECK SCALE: 1\" = 1'-0" 0, CONCRETE OVER METAL DECK BY OTHERS. RAMSET SPC114 CLIP OR HILTI X-CX ALH32 WIRE HANGER WIRE HANGER CONNECTION @ CONCRETE OVER METAL DECK SCALE: 1\" = 1'-0" PRELIMINARY n 0 W 0 co PERMIT SET 111 CONST. SET 2 JAN 31 PER11 T L'. NTE.t JOB NO. 19-075 DRAWN BY: DEVCO SHEET TITLE: CONNECTION DETAILS DRAWN() SK 2 0 (f) 0 9\000\19075 Tukwila Justice Center\SK3.dwg PERIMETER ANGLE 8" MAX (1) #6 SCREW MIN @ EACH STUD. PERIMETER WIRE POP RIVET @ EA GRID MEMBER TO WALL ANGLE. TEE PER SKI. ATTACHED WALL OPTION 2- PERIMETER DETAILS SCALE: 1 \" = 1-0" SEISMIC CLIP BY MFG. PERIMETER ANGLE SEISMIC CLIP BY MFG PERIMETER ANGLE PERIMETER WIRE SCREW TIGHTENED THROUGH MAIN RUNNER WEB RESTRICTING SEPERATION FROM WALL MOLDING. (1) #6 SCREW MIN @ EACH STUD. ATTACHED WALL OPTION 1 - PERIMETER DETAILS SCALE: 1 = 1'-0" _....„-----PERIMETER WIRE (1) #6 SCREW MIN @ EACH STUD. UNATTACHED WALL - PERIMETER DETAILS SCALE: 1 \" = 1 '-0" :c (, Lt P g i g IE PRELIMINARY 1 Z SUBMITTED IE BID SET IEl PERMIT SET -- CONST. SET 2 <KKKK GOAD CITY JAN 3 202.0 PIA!,12: C2NTEA. d z JOB NO. 19-075 DRAWN BY DEVCO SHEET TTTLE: CONNECTION DETAILS DRAWING SK 3 Lj 1/2019 9:26 AM — Hasan FILE: J:\ 19\000\ 19075 Tukwila Justice Center\SK4.dwg (2) LVF @4"O.C. SPACING MIN OR (2) #8 TO METAL DECK. 45 DEGREE MAX. 45 DEGREE MAX. CLIP LEG & BEND FOR ATTACHMENT @ DECK COMPRESSION POST 162T125-30MIL MAX SPAN = 8'-0" 162S125-30MIL MAX SPAN = 8'-0" 45 DEGREE MAX. NOTES: 1. FRAMING & INSTALLATION TO COMPLY WITH MFG ICC REPORT. 2. SEISMIC SPLAY WIRES & COMPRESSION POSTS ARE REQ'D, SEE DETAIL 2/SKI. 3. LIGHT FIXTURE SUPPORT REQUIREMENTS PER ASTM E580. NO. 12 WIRE @ 48" O.C. ALONG MAIN TEE ATTACH TO STRUCTURE ABOVE PER SK2. HANGER WIRES SHALL BE ATTACHED W/ N MINIMUM OF 3 FULL TURNS, TYP. NO. 12 SPLAY WIRE MAX 45 DEG. FROM PLANE OF CEILING ATTACHMENT TO DECK ABOVE PER DWG SK2. -(2) #8 THROUGH BULB. SCREW TO WEB OR FLANGE OF POST. NOTE: 1. 1. INSTALL SPLAY WIRES @ MAX 8'-0" X 8'-0" GRID OR MAX TRIBUTARY AREA = 64 SQUARE FEET TYP, & MAX 6'-0" FROM ANY EDGE OR ELEVATION CHANGE. 2. AT CLOUD CEILINGS "CEILINGS NOT ATTACHED TO FULL HEIGHT WALLS ON ALL 4 SIDES" INSTALL SEISMIC BRACING PER SPACING REQUIREMENTS LISTED ABOVE WITH MIN (2) BRACES PER CLOUD CEILING. SPLAY WIRE & COMPRESSION POST DETAIL SCALE: N.T.S. WOOD CEILING MAX DL= 5 PSF SECURE THE MAIN AND CROSS RUNNERS ON TWO ADJACENT WALLS USING BERC 2 CLIPS, AND RIVET RUNNERS TO PERIMETER TRIM ON TWO OPPOSITE WALLS (SEE SK3). N PRELIMINARY n w U, U) 0 CO N I- w n CONST. SET n ARMSTRONG CROSS TEE @ 24" O.C. PERIMETER ANGLE #6 SCREW MIN @ EA STUD ARMSTRONG HD 8906 MAIN TEE @ 24" O.C. INTERIOR SUSPENDED WOOD CEILING APC-4 SCALE: N.T.S. -WALL FRAMING PER ARCH. & E.O.R. DWGS. JA N 31 2020 PERM:T CrZNTER €gi 3tiiL')11\ JOB NO. 19-075 DRAWN BY DEVCO SHEET, : CONNECTION DETAILS DRAWW4 SK 4 FILE: J:\ 19\000\ 19075 Tukwila Justice Center\SK5.dwg HILTI KWIK HUS-EZ 18" DIA. X 2 2" EMBED a i X 2 P1000 STIFFENER @ BRACE LOCATION. SEISMIC ROD STIFFENER NUT P2486 @ 36" O-C. MAX. 8" DIA NUT W/ FLAT WASHER, TYP. 8" DIA. BOLT THROUGH UNISTRUT SLOT, NOT OPEN FACE. P1026 CLIP CHANNEL NUT W/ SPRING, TYP Q 2 CID CONCRETE OVER METAL DECK A DIA THREADED ROD. P1000T UNISTRUT KICKER UNISTRUT PER APC-4 CEILING SYSTEM FULL THREADED ROD VIEW SCALE: 1'-12" A P1026 CLIP- III MI HILTI HUS-EZ 8" DIA. X 2 2" EMBED 8" DIA. BOLT THROUGH UNISTRUT SLOT, NOT OPEN FACE. UPPER TRAVERSE AND LOWER TRAVERSE UNISTRUT SHALL BE FASTENED @ ANY SPLICE LOCATION TO CREATE A CONTINUOUS MEMBER. 7--- RCP MEkSJO. WC ICMGTM'd'T rr ' woo Ii■■■■r1i I rl► _mi mom ■_LII I Mom_'/ ■_I� ■__■i ■-,_■ t ■__■ r.� fr 11�F4 iM. gad I I ■__■ I ■_ r- * K STRUT 0= RIGIDE BRACE LOCATIONS PER 2/SK5 PLAN VIEW RCP SCALE: N.T.S. C C o - N .. In PRELIMINARY ® SUBMITTED BID SET PERMIT SET CONST. SET Lower Traverse P1000T Upper Traverse P1000T REVIEWED FOR CODE COMPLIANCE APPROVED MAR 05 2020 City of Tukwila BUILDING DIVISION z °C w U wo Uw Ow ca d) nccswEc- JOB NO. 19-075 DRAWN BY: DEVCO SHEET mLE: THREADED ROD DRAWNG SK 5 PROJECT INFORMATION Project Name: Project No: Address: City/Zip Tukwila Justice Center 6009 15045 Tukwila International Boulevard Tukwila, WA 98188 Address: City/Zip Project Manager: Project Engineer: Phone: Northshore 11831 Beverly Park Rd., Building C Everett, Wa 98204 Kristi Gouy Miah McBride 1.425.740.3700 E-Mail: krsti@northshoreext.com E-Mail: jmcbride@northshoreext.com Fax:1.425.370.3701 General Contractor: Address: City/Zip Project Manager: Phone: Project Engineer: Phone: Superintendent: Phone: BN Builders 2601 4th Ave, Suite 350 Seattle, WA 98121 Fax Fax: Fax: E-Mail: Cell: E-Mail: Cell: E-Mail: Cell: Contractor: Address: City/Zip PM/Contact: Phone: Fax: E-Mail: Cell: Owner: Address: City/Zip Contact: Phone: City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 Fax: E-Mail: Cell: Architect: Address: City/Zip Contact: Phone: DLR Group 51 University St, Suite 600 Seattle, WA 98101 Fax. E-Mail: Cell: HATCH PATTERNS ROOF INSULATION STUCCO/EIFS a z CONCRETE STEEL A a a PRECAST a BRICK ABBREVIATIONS ELEV. D.O. R.O. F.O.B. F.O.P T.O.P. B.O.P. F.O.S. R.D. T.B.D. SIM. TYP. ELEVATION DOOR OPENING ROUGH OPENING FACE OF BRICK FACE OF PANEL TOP OF PANEL BOTTOM OF PANEL FACE OF STUDS REFERENCE DIMENSION TO BE DETERMINED SIMILAR TYPICAL F.F. A.F.F. F.O.C. F.V. A.V. P.D. N.T.S. O.C. OPP. T.T.F. F.T. F.C. FINISHED FLOOR ABOVE FINISHED FLOOR FACE OF CONCRETE FIELD VERIFY ARCHITECT VERIFY PANEL DIMENSION NOT TO SCALE ON CENTER OPPOSITE HAND TRIM TO FIT FIELD TRIM FIELD CUT SYMBOLS DETAIL CALL -OUT BUBBLE DETAIL CALL -OUT BUBBLE DETAIL CALL -OUT BUBBLE DETAIL CALL -OUT BUBBLE GRIDLINE REVISION MARK WALL TYPES ELEVATION MARKER F.iroi? HEIGHT BREAKLINE BREAKLINE NOTE2 DESCRIPTION NOTE NORTH ARROW N DETAIL NUMBER PAGE NUMBER / DETAIL PACKAGE ELEVATION CALL -OUT BUBBLE SECTION CALL -OUT BUBBLE SECTION CALL -OUT BUBBLE NOTE CALL -OUT SECTION/ELEVATION NUMBER PAGE NUMBER DRAWING INDEX Sheet Number 0.00 1.01 1.02 1.03 1.04 1.05 1.06 3.01 3.02 3.03 4.01 4.01 B 4.02 4.02E 4.03 4.03E 4.04 4.04B 4.05 4.05E 4.06 4.06E 4.07 4.07B 4.08 4.08E 4.09 4.09B 4.10 8.01 8.02 8.03 8.04 9.01 9.02 9.03 9.04 9.05 9.06 9.07 9.08 9.09 9.10 9.11 Sheet List Table SEPARATE PERMIT REUIRED FOR: /i Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION FILE Perm*Nao. ''V1UUU Plan review approval is subject to errors am omissions. Approval of construction aocuments does lot authorize the violation of any aaooted code Or ordinance Receipt of aporovea Frela Copy and conditions is acxnowledgea: By C,tv of Tukwila nANG DIVISION Sheet Title Cover Sheet Floor Plan - First Level - Area A Floor Plan - First Level - Area B Floor Plan - First Floor - Area C Floor Plan - Second Level - Area A Floor Plan - Second Level - Area B Overall Roof Plan Overall Elevations Overall Elevations Overall Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Enlarged Elevations Elarged Elevations - Trash Enclosure Wall Standard Details Wall Standard Details Wall Standard Details --� Wall Standard Details Details Details Details Details Details Details Details Details Details Details Details NO. DESCRIPTION DATE INIT. For flu1.111771 05.3/.20111 MIAMI 2 For Sub.lal 3 4 6 7 e 8 10 a) a) U U Tukwila Jus REVISIC 5 No c. .a, -..- a to the scoce of worn wnooi:. ., nrovar or Inc ?uhwna Baildmq Div,sron NOTE: Revisions will re Afire 3 new Man submittal and may 'ncivae aadrtioral Nan review Rovie•ored ; for Subs tant'.;i Compliance By BHCi� rsuffants a,9/344, RECEIVED CITY OF TUKWILA JAN 31 2020 PERMIT CENTER pp.F sub bN003O Sheet Ttle Cover Sheet AS SHOWN Job Number 6009 0.00 MATCHLINE - AREA B SESTIRVLA SA133; ARGE EVIDENCE „FD ARMORY Floor Plan - First Level - Area A 118 = 1,0" Arch Ref: None FD.. • RIESE I GUN CLEANING 35? :HARGINO + L > EVIDENCE I. AB EVIDENCE TRAFFIC FILES '...A15IO ALIGN EVIDENCE OCKERS 34 EW-2 GUNS CABINET <,A141 j PROPERTY STORAGE CABINET rEldMSO EAT MEETING ROOM G_At ELS PATROL COMMAND A117_i CiRCUL AI ION OPEN OF'FlCE BOOKING AREA. <AILS, VFD SENIORI L;LER HOLDIRS �13z JASOL» AI ,FD VESTIBULE `:AISO,• . CLERKS WINU<LW FINGERPRINT _AivJ REAL TINY INTERVrE'N <a1cn; INlEPOlES SCSI INTERVIEW CAIGE MATCHLINE - AREA B I CANOPY L Key Plan RECEIVED CITY OF TUKWILA JAN 31 2020 PERMIT CENTER DESCRIPTION For Submittal For SOMMIal 00.002018 111,2019 Shea *me Floor Plan - First Level - Area A Job Number AS SHOWN 0 MATCHLINE - AREA A 0 MATCHLINE - AREA C Floor Plan - First Level - Area B 1/8" @ 1'-0" Arch Ref None STIBULE STAFF STAIR 52-FL 00 BREAK AREA B118'' ELEV4 OR ACHINE R0SI 81 � EOC W-S EOC MANAGER KILLBIIALK IELLNESS Off L UA SHOWER B113 i ,.FD C ALIGN CIRCULATION 1 (8111 ; F COURTS STORAGE <8125 SMALL CONFERENCE gLOLL CCMMS/CONF B11A EOC STORAGE 412E2> CHAIR A TABLE STORAGE <BlUN CONE A ELIELS CIRCULATION < 8151 5 E FOC 81U1,> O o OBEY A O 0 MATCHLINE - AREA C MATCHLINE - AREA A RECEIVED CITY OF TUKWILA JAN 31 2020 PERMIT CENTER NO. DESCRIPTION DATE INIT. 05.1.200 2 For 9ubiM.l 00.052010 3 5 7 8 10 Tukwila Justice Center Sheet Me Floor Plan - First Level - Area B AS SHOWN Job WNW 6009 1.02 EMERGENCY ECEVTRICBE ...... .. Ct29j MATCHLINE - AREA B N COYMBERS CI 4;' DIRECTOR COPY <,C121 Floor Plan - First Level - Area c 1/8" = 1 -0" Arch Ref. None 0 r FD GROUP HOLEIO CIVB; VESTIBULE PROBATION ENSNAGER SIM. FEC. FD, GROUP HOLDING •LCIVT COURTS INTER✓IEW 10 COURTS OPEN OFFICE COSJSJID 02 3.0 HOLDING \ 6' STAFF WC. EL 142 } INMATE ADA NONLONT0CT VISIT IOU INMATE ;I CONTACT VISITING ,42 - RE EPI �' DOH: PUBLIC ADA NONCONTACT C141 VISITING Ci4T`. 42 ONSCONTA( ISITING ONEERENCE ROOFS SOUND VESTIBULE OUjRTS LOBBY E TONS AA H 16.5 14 CANOPY IL Key Plan A RECEIVED CITY OF TUKWILA JAN 31 2020 PERMIT CENTER NO. DESCRIPTION DATE NYC 05,312018 MMM 2 Foo 09.8.2019 11.10.2019 4 6 7 8 9 10 Reel Floor Plan - First Floor - Area C AS SHOWN Job Number 6009 1.03 Ms MO MATCHLINE - AREA B 0 CO 0 0 0 0 CO 0 0 0 0 ACCREDITATION WORKROOM Iic FEN (A230)f PSU COMMANDER EN31EE T((A23 PST OPEN OFFICE ALIGN IA2291 Is LC FIE A229). MCU EQUIPMENT I A 2s� II A225 )i COPAIWORKROOM, 0 02 3.02 0 0 0 CONFERENCE _3000 A232> OF POLICE (A237 ',A232' STAFF HALL <A226; AWN COMMANDER (A 36) A227; A226 MCU OPEN OFFICE PHONE '0233J I,A233)( IOP A234- PHONE az3n> A2349 A2 OFPUTY CHIEF OPERATIONS KA/3$; A23 POLICE ADMIN OFFICE <A_235- !A24 SECURE STORAGE (U CO YI WORK OOM FD A241);,ti A2Ni WC <IVA> FD r OTT MEETING ROOM spy>p L INVESTIGATION COMMANDER ACT SECURE FILEDIECWT A279> IIA222jt —hI— A2201 (A221) A2191� FEE-1 (A242 A200 ' STAFF HALLEJAY (.1°206j CI DF FEMfit_E LOCKERS `A2A3'° =8 03 Az 3 STAFF HALLWAY A201-J i rFD JAN 4113,` MBH STAFF HALLWAY A202 MAJOR CASE ACT OPEN OFFICE CONFERENCE <. A21i- HAEOLE 0 0 Floor Plan - Second Level - Area A 1/8" = 1,0" Arch Ref: None 9/ INVESTIGATIONS TECH LAB NAME SPECIAL PS CCMMAN ER A216). A2141ii TEAM AREA N25 (A213(( OCKER PO ACM =85 CIVILIAN =8 >205 2fr- 205 H O O 0 O AA MATCHLINE -AREA B A212) l6---6 QUIET ROC QUIET ROO A21D CLO/CPT OPEN OFFICE 3.02 0 U UU 0 Q207,1 rFEC 1F A202' EGRES091141K ELECTRICAL <A209 ON 8 4 EXERCISE N.A..2Q7 DI ROOM !A200 RIG, OFCI 6' H WALL PADS m 'DYN to O 0 r I CANOPY L Key Plan RECEIVED CITY OF TUKWILA JAN 31 2Q2p PERMIT CENTER NO. DESCRIPTION DATE INIT. For BUEmpal 2 soraemxei 66.011.2016, GIN 3 166,1 11102016, 4 6 7 s 10 Sheol Iltle Floor Plan - Second Level - Area A AS SHOWN Job NUMber 6009 1.04 0 MATCHLINE • AREA A 14 ) 0 MATCHLINE - AREA C 3.01 (o Floor Plan - Second Level - Area B Arch Ref None 0 N 0 0 C ORAL, R22_i B201 M) I L II K FD+ FERAL E FD -if SaiORJCRS D 0 0 0 U 0 0 0 0 0 0 41) 0 O MATCHLINE - AREA C 01 3.01 MATCHLINE - AREA A I CANOPY L Key Plan A RECEIVED CITY OF TUKWILA JAN 31 2020 PERMIT CENTER NO. DESCRIPTION DATE INIT. For Submittal 05.312010 MINA 2 eareernee 00,00,2010 3 0001 Oki 4 6 7 9 10 Tukwila Justice Center swarm Floor Plan - Second Level - Area B Scala AS SHOWN Job Number 6009 1.05 %et- oaio 1� .8 Sim. 9.09 Sim. Sim. 20 O (N) \ 4.08 / 06 3.03 / / 02 \ 7 01 4.07 i 3.03 02 \ 4.08 7 05 3.03 Cj 0 04 01 3.03 A 4.08 J 07 7 01 3.03 \ 4.09 N 7 C0 20' 6.5 0 FIECFWEr CITY OF 1"IJh;r'3°LA JAN 3 1 ve PERM " CENTL_iT NO. DESCRIPTION DA iE INIT 2 JH Reef 9201 CJ Tukwila Justice Center Scale nI 0 0 mTo c oco 0< Overall Roof Plan AS SHOWN 6009 1.06 0 Overall Roof Plan 1/16" = 1'-0" Arch Ref, None IN% Ofl3G ( 01 \ 4 01 / 02 9 1110 2 4 Th I I I I I I I I I 5 16 5 8 C19) • Itionmem I I I I East Elevation - Area B&C 1/8" = 1"-.0" Arch Ref: None \ / 01 \ 4 02 % I • j r) Lieive1, 6 02 3 L1e0v0?l- 01" ‘k North Elevation - Area C 1/8" = 03 N Level 02 "41* Love) 01 South Elevation - Area C • I I IILOW ROOF 126' - 6" I CAP ROOF Ak 116' - 0" 4111 Level 02 I Level 001 02 mememmummi- ----- \ 4 02 / Arch Ref None Arch Ref None E6) 0 4 I r— L. _1 West Elevation - Area B&C LOW ROOF le, CAP i 1280_0() 1-1e1v3?1-6?' L I 01 II 1e07 0 02 .1 4.03 \/ RECEiVEri CITY OF TUKWILA JAN 31 zon PERMIT CENTER NO i DESCRIPTION DATE NIT 3' 20/9 5555.1 For 5i11,5(tal 55 06 201g Culti Rev 5-151 Tukwila Justice Center -2 Co a c0 co 2 < d (05 g Overall Elevations AS SHOWN Jab Num. 6009 5 em 3.01 Arch Ref. None 01 \\ 4.04 East Elevation - Area A Arch Ref'. None 01 \ 4.05 j 111111111111111110, 1 ROOF L1310"Ey.%17; � 1 -.-__LOW ROOF_ 126'-6" 1 1 CA_ P116' - R000F___ �1 " ___Leve102—*411 fl3'-6" 1 1 1 L100' - 0eve101" 1 me m' M I North Elevation - Area A Arch Ref: None • South Elevation - Area A 118" = 1'-0" Arch Ref: None r -� 1 7-01 406 T T • IMMO 0 I 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 - m am am am N m 0 4 i 3� VA m me m I — Fie d Ncjtch / Field Notch West Elevation - Area A 1/8"= 1'0" N aim mysel ROOF LEVEL ` 131'-0" LOW ROOF CAP ROOF 118' - 0" II- Leve102 113' 6" • LOW ROOF- 6" 126` CAP ROOF� 118'-0" Le113vel06"2 ' Level 01 100' 0" i' Level -010- I ' iy LOW ROOF 126' 6" CAP ROOF 118' - O" I M N • Level 02 113'-6" r Level 01 100'-W '11) ( 02 4.0 1 02� 4.04 ,/ RECEIVED CITY uF TUKWILA JAN 31 2020 PERMIT CENTER NO DESCRIPTION DATE INIT. now 201 Tukwila Justice Center Overall Elevations AS SHOWN ob Numb 6009 3.02 Arch Ref: None t0O3 01 4.07 / E% L fJ Elevation - Hub Pop -Up North Arch Ref. None 03 \, 1 03 4.07 1 1 1 I IMOM tint 1 02 ---jam-.. 5'-11f 4.08 - \ / �int 03 10 Elevation - DT West rt ROOF LEVEL LOW ROOF 126' - 6" II L113'evel -602 " LOW R126 6O. OF 1 CAP ROOF k 1 ♦ I Arch Ref: None (13 '-1 1'-1 1'-1 1'-1 1'-1 1'-1 1'-1 1'-1 1'-1 1-1 1'-1 1'-1 1'-1 1'-1 1'-1 1'-1 1'-1 1'-1 1'-1 1'-11;2`-2" Elevation DT North 1/8" = 1'-0" Arch Ref. None I • 0 • I ROOF L131' EVEL0_._.. " LOW RO 126'OF 6" CAP ROOF 118'-0.._ l Level 02 - 6 J Nos 2 3 ROOF LEVEL Elevation - Hub Pop -Up East 131' - 0" LOW ROOF 126'-6" CAP ROOF 118' 0" L113' evel- 6 02- — M 118' - 0" Level 02 113' 6" ,40 06 1 1 1 I 1 T I 1 1 1 CAP ROOF jik .. 1 118 0" T A I i 02 Elevation - Court Pop -Up North Arch Ref None 165 18 • 1 CAP ROOF 118' 0"` 400, 1 1 Elevation - Court Pop -Up East 1/8" = 1'-0" Arch Ref: None Level 02 ji 113' 6" ' nesolik 1 11111111111111 M M N 01 408 / • 1 1 03 �,408 CAP ROOF 118' 0— 1 Level 02 '- 113' 6 IL -' Elevation - Court Pop -Up South 1/8" = 1.-0" Arch Ref. None 16 15 CAP 18' ROOF0...... 1" Level 02 vik 113' 6" Elevation - Court Pop -Up West • •1►' 111111111111111,11. 02 4-09 FIECF;VEEP CITY OF 1 UKW:LA JAN 31 MO DFFIMIT CENt+tz{ [Na DESCRIPTION DATE INIT. 10 a Justice Center F— L sheet ,tle Overall Elevations AS SHOWN Job NumOcr 6009 Sheet 3.03 Arch Ref: None 1/8" = 1' 0" Arch Ref. None D lastde(Outs G7er 9 /2' Joints (Typical) '-61ia' -11 %z l-1'-11Yz",t-11Yz', 1'-111/21. all 151522 5" Coping Face 8 Z' 5'-11/2' s /2" Join 5" Coping F /" Joint 049 9.07 1 () Y-r" Joint 1/2 Joint %" Joint Yz' Joint %" Joint /z' Joint 1/2 Joint %z' Joint 1/2" Jo nt Je n# 1/2' Joint /2' Joint 1/2' Joint 1/2' Joint 1/2' Joint /2" Joint /2' Joint - - �- /2' Joint 3-11/2' / 3-111/2' / 3'-111/2" ,S 3'-111/2" f` 3-111/2" 3-11/2" .% 3'-111/2" / 3'-111/2" / 3'-11%2" ,' 3'-11/2' / 3'-11/2' 3'-111/2" / 3'-111/2" 3'-11/2' / 3'-11/2' 3'-111/2' 1/2, Sim. / 030 5'-1 9.04 /2' Joint 00 000 3'-11/2' Y2' Joint 01 9'-11" Joint - I** 4a0 fin; %2' 4 1'-11T4)l-6% 91/2" t Y" ointY2' �loint/2' Joi�t I 000 Enlarged East Elevation - Area B Arch Ref 11 /A5.1 0026 14 Inside/Outside Corner 1,-534,i. / "f 2,;1 11 /2"p1',-1 L2 �; 002 NI 0028 00 00 1'-3/a 00 pc'. ,000 1/2" Joints (Typical) 000 (. 000 1n 00 1 Ins de/Outside Corner %" Joints (Typical) 1'-111/24e' 1'-534" 1'4" , Y,, 1/2", 1 n, , i/ y 1 ,, 1 " /", ,_ is '- 1 ", Pn, 1/2' 1-11/41i11/4 1-11/a1 11,21-11/p1-91,21=19/e't-11/e,^T-11)21 g1,e1 9q,e1 91/z1-49,z 4'-5/" Joint 4'-5Y2 t'x 1000 1b.,t ,000 Si 000 W1 (See S01, SO2) 15 ( (16.5 �i� „ I i�.. I " ' i, 1/2", 1/4" ,r 3 " , 1.". , ti'T 1i,,. /2" 1 " /„ ii i', ' 1'-11/4: 1' 11/z'i1'-11%'r1'-11/i�'1-11/z'-'1'-11Yz11-11/2i1-11/2s1-11/z1-11/2.�1 -11/z }1 -11/2' 2 0/4 !1 -11 m 2-1 /a f1 -11/z '1 -i 1/z�'1 -11iz '1 1 Lz`1-11/z'1 -11r2 �l-11/2,1-11/,;1 0030 0031 003 0032 9-01 053 907 �� Beyond 63 0034 003 0038 0. 0043 S16 8.04 ,00.. —,. ,000 00 044 00 0046 004> tort 0049 0050 Downspout Shroud 0053 0016 0001 00 0 9.07 001 9.0 1'-3/4" /2" Joi 1'-11 /4.1'-11Ya Tl'-11/ ",-v-, 0018 00 0019 00. 0005 0021 00. 0022 0007 0023 0008 0024 CON 002 0010 0026 00, 0027 01 0028 0013 W1 (See S01, SO2) E1-819 20 1/2' Joint ,,, �, , „� „ �. „ r„ " i 1 i 1 1 1 t 1. 3 1 i 1 i i Y _ / �,<1-11 •1-11 .1-11-,�1.9/ 1 11 /1-10r:'I-11/i1 11/f1-11. 1-11/ 1-11/ny.�1-11/,+1-11/.�1-11 �-11/� 2-1 2 /2 /2 � 2 4 2 2 2 2 2' S 2 2 2 2 00 0050 058 00 060 0.2 0.4 0066 Downspout Shroud O. 0069 070 0071 030 9.04 Sim. 0 r. 0�0 r. 000 00 Inside/Outside Corner 1'-2//i ' 06 Beyond %" Jdrint s 3' 9, / oi'' 0029 0030 0031 0032 0033 W2 (See S07, S08, S09) 5" Coping Face /2' Joint 9'-11" /2' Joint LOW ROOF jk 126' - 6" CAP ROOF j 118'-0" Level 02 ik 113'-6" Level 01 jh 100' - 0" LOW W ROOF 126'-6" M CAP ROOF ilk 118'-0" Level 02 j 113'-6" r;ECFIVED CITY OF 'R KW LA JAN 31 2021i t 9.RIAU CEN t.et Level 01 jki 100' 0" DESCRIPTION DATE : INIT. L O co. a)2 a, 0.i I Q C c@ M t, 3 x CO F- u0 o Lo I — Enlarged Elevations Scale AS SHOWN 6009 02 Enlarged East Elevation - Area C Arch Ref: 11/A5-1 blal Obo 4.01 300 3000 sjde*orner 33'-1" 67-11j" 12 I 3'-11" 3000 SOO InsIde/Outside Corner LOW ROOF 126' - 6" 7 CAP ROOF 00 612" 10'2" 17-1134 Enlarged East Elevation - Area B Arch Ref 11/A5.1 14 Inside/Outside Corner 115'-3" 8.-012" 20-2"- MOO 17-1111)," W1 (See S01, SO2) Ins de/Ou "\- - W1 (See S01, SO2) side Corner 26'-0" 000 3000 I ).° 3000 1 Doivnspout Shroud 28'-0" ‘;1131 3000 \- Downspout Shroud 22"-o" hoo ""° 000 02 Enlarged East Elevation - Area C 119'-37," ---- W2 (See S07, S08, S09) 15'-8" 118' - 0" Level 02 _ilk 113- 6" II A Level 01 100' - 0" LOW ROOF 126' - 6" CAP ROOF jk 118' - 0" II Level 02 113' - 6" 11 Y V411 Level 01 jpik 100' - 0" JAN 3 "4111,1ri DESCRIPTION For Submillal 05 31.2019 993531933,91.1 09 08 2010 Rev 10 a Justice Center F- DATE IN 13331131 119 2019 2219 Sheet -F1,0 Enlarged Elevations AS SHOWN 6009 4.01B Arch Ref: 11/A5,1 Coping Face SZ' Joint Joint 9'-11' 003 0027 i " Joints (Typical) a^1'-11'2'^''-111/2", `-11Yz''1'-11)z,1'-11 0001 0080 0092 0082 Inside/Outside Corner 112" Joints (Typical) g) 2 12'-01 /e " 2'_01 a/s � 1 �-75/° 1'-7%" 1 i 2,1' 11y2,1_11�-V/a'1'-7%a"' 1-11 - Downspout Shroud 0099 0095 Beyond Enlarged North Elevation - Area C Arch Ref: 31/A5.1 009 010 0105 003 9.01 002 0102 �F Inside/Outside Corner 91a/s" 1/2" t-11Y2'1'-1112"1_115a„ alpo 0112 0103 000 4000 1/2' Joint 3/2„ 4000 005 Beyond W1 (See 501, S02) 9.0 Y2' Joint 1'2' Joint 3'-111/2' 3'1111/2' r 3-1112' 4000 4000 %2' Joint 00 15'-4" 042 000 9.06 i " Joint 1/2' Joint ' 1 -1 1 Y2' 3=11Y" 4000 Y2' Joint 3'-11 /2" 1" Joint 3'-11 %2" 4000 9000 00 i " Joint W2 (See S07, S08, S09)----- Downspout Shroud �P DOO 2000 2000 000 2000 W1a (See S03, SO4) 14'-0" 2000 2000 2000 000 2000 Inside Corner 000 000 Enlarged South Elevation - Area C Arch Ref. 34/A5,1 4000 4000 Inside/Outside Corner Inside/Outside Corner 1/2' Joint 2 Joint ..2" Joint ', 1/2' Joint 3'-11 /2' 4000 9000 Level 02 k 113'-6" II Level 01 100'-0" 3'-11Y2' aoon Beyond 4000 3'-11Y2' 9` I 4000 40 4000 4000 9000 054 20 2000 2000 2000 DOO 26'-0" 00 20011 00 2000 2000 2000 2000 OP� OOD 2000 - - Field Notch W1a (See S03, SO4) bliG•t• Level 02 113'-6" 8'-0Y2' 15'-4" Level 01 100'-0" 7. NO. DESCRIPTION DATE INIT. 2 301,3551010 4 5 6 7 a Enlarged Elevations AS SHOWN Jo Nun 6009 4.02 15'-8" Inside/Ou side 19'-11%4 ner '. Inside/Outside Cotner 119'-2Yz' J 17'-615/1e 49' 613/6" Insiiie/Outside Corner Inside/Outside Corner 5'-11ii16' 26'-16i6" 3200 =nm 3000 nn 300(1. 20.00 3000 3000 3000 3000 15'-9 2" Downspout Shroud Enlarged North Elevation - Area C Arch Ref. 31/A5 1 9' 11" 3000 3000 3000 acoo 2'-0' 2'-0' 3000 3000 .00 ,000 3000 3000 3000 3000 3000. 300 WOO 3000 3000 10Yd' 6'-29/16 3'-4" \8'-0g/8' W1 (See SD1, SO2) --- W2 (See S07, S08, S09) 15'-8" 49'-6 tin" 6'-111,Vj5I' Downspout Shroud Inside Corner ----- W1a (See S03, SO4) 14'-0" 106, 3000 3000 3000 3000 Level 02 113' - 6" Level 01 100'-0" 41 6'-33/6„ 3000 3000 3000 Field Notch 16'-515ti6„ W1a (See S03, SO4) Level 02 jh 113'-6" Level 01 100'-0" ?ECFIVED UF IAN 3 ��r1r /��y![•7c1 INo. DESCRIPTION DATE INIT. FM...n.1 ozC20191 MUM 2 For Subm,tal Rev 1 00062019 „szas MOM a Justice Ce I - Enlarged Elevations AS SHOWN 6009 Enlarged South Elevation - Area C Arch Ref. 341A5.1 1)‘ c�nsr CENaIz 4.02B LOW ROOF 11 126' - 6" -GAP-ROOF mil 5" CriolliacEr 1/2" Joint -Level 02 ilk 1131- 6" 1/2" Joint 01 Level 01 100' - 0" 1/2" Joint ' I-91/2" 3-101/4" 4090 Inside/Outside Corner 1/2" Joint 1/2" Joint 3'-815A" 3'-81544' V 31-8154o" Enlarged East Elevation - Area B Arch Ref 51/A5 1 Beyond W2 (See S07, S08, S09) r - 074 9.10 200 Inside/Outside Corner 20 000 Beyond .00 1000 Downspout Shroud Beyond .0D 074 9 10 037 V- Field No ch Field Notch 6" Lap 17'-115/41 W1a (See S03, SO4) 1T-115/th" 9.05 20 Ins 15 de/Outside Cotner 074 Field Notch 0 7 9.03 6" Lap 9.10 ill 12 Si .00 W3a (See S10, 511) 17.-115/15" 012 9.02 6" Lap Downspout Shroud Downspout Shroud - 1T-Wir" Inside Corner .00 Downspout Shroud 1,1 11" , ' . It-117ith-115411*-115/8",1-115/8111'-115/8"-1'-115/8"1.-11%"/1-11",/1'-11" 1,-115/811-1'-1154'11'-11541-1'-11%"/V-111/2'1,1'-111/2"/"F-11%'11-11/8"/2.-07/8"4/2'-07/8"/2'-07/8"../2'-07/8" 4' 2'-07/8"/h-105411'-105/8" 2'-0%"/2'-05/8"/1 -11",1'-111/2"11' 5.0 1/2" Joints (Typical) 1/2"..41'-111/2"1'-1114"...1'-113/4",2'-05./8" 2'-0s/s" 0124 D125 030 9 04 1`" : 3'-1134" 3'-1184" Enlarged East Elevation - Area C Arch Ref 51/A5.1 0531 0132 024 9 04 W1 (See S01, SO2) I:65,5; 1000 1000 1000 3-113/4" 3-111/2" 3'-11%" 67 '1/2" Joint 61/4" 3'-93/4" 41 1/2" Joint 02 4 04 4.44 :1 11 ---r - 157 LOW ROOF 126' - 6" CAP ROOF 118' - 0" mi 6-81/2" Level 02 113- 6" 056 1/2" Joint 4'-111/4," 9 07 1/2" Joint Level 01 100' 0" --hhhhh" ----- -Downspout-Shroud- — / 11" 06 9 08 RECEIVED CITY OF TuKWILA JAN 31 2020 PERMIT CENTER 7 Tukwila Justice Center in ci ca 03 g in Ce 02) or 0 55551 TD15 Enlarged Elevations AS SHOWN 6009 4.03 LOW ROOF 126'-6" CAP ROOF 11 1181- 0" Level 02 113'-6 15'-8" Level 01 100' - 0" 19'-5%2 (-18� (1/ 16.51 1-6) Inside/Outside Corner Inside/Outside Corner 8'-81/8" 27'-3(4" / wnspout Shroud Inside/Outside Co ner 114'-10/8" Downspout Shroud 59'-5%" 14'-6" 7i2' wncpout Shroud 13) 000 3000 3000 000 -1000. 3000 3'-10" 9'-1 3000 .00 3000 3000 3000 9'-11' 3000 3'-10" - �----- +/y13'-215/6")7, S08, S09) 2494, 2413)s Enlarged East Elevation - Area B Arch Ref: 51/A5.1 14'-6" -Downs 7Y2' 3 3'-4" 7'-3' 3000 3000 7'-3 3000 2'-8 Bono 3000 3000 8' 0" 7'-0' 3000 7' 0„ 0000 30. 7'-0 7'-0' 000 GOO — Field NotGth Field Notch `I W1a (See 603, SO4) 3' 4 - 6-11Y6" - W3a (See S10, S11) 11 Downspout Shroud 71'-05a" Inside Corner 3000 3000 3000 3000 3000 3000 3000 3000 55'-6" - 3000 3000 3000 1000 3000 WOO I I 6'-0" - 3000 3000 000 Enlarged East Elevation - Area C Arch Ref: 51/A5.1 31'-1115/s' l— 11'-111/2'5 S01, SO2) 9'-4 00 9'-11 3000 3000 3000 3000 12'-7%4" 9,-4%„ 30'-2" LOW ROOF 126'-66 CAP ROOF r, 118'-0" W Level 02 jki 113' - 6" 11 Level 01 100'-0" RECEIVE[) CITY OF TUKWILA JAN 31 2020 PE IT CENTER bW otii NO. DESCRIPTION a Enlarged Elevations 6009 5" Coping Face 1/2Joint 3i-63/e / 9'-11" Inside/Outsi r Inside/Outsid er ..--- Ou s ner / 1/2" Joints (Typical) " i _- (See S14, S15) /-- W4a (See S12, S13) 6g014W4b (See S14, S15 8 11-5340i- 11/2" -i1-111/2"-li-111/2".1'-111/2"ili-111/2"/ li-111/2"-li-11127,1'-111/2"1'-111/2/1'- ,i2/"1'-111/2"ili-11.1/2"1'-1111/2"/E-1111/2/V-111/21-111/21-111/21'-111/2",1-111/2"/1.-111/2",l'-111/2"1'-111/2",1'-111/2"1.-111/2/E-111/21'-111/2t-111/21'-'111/2/E-111/2T-111/2",l'-111/2".1'-111/2"/E-111/2", 1/2" I.C. Joint i i 1/2" Joint 12"Joint ill ... Hi rt V .... Y2" Joint / 1/2" Joint / 4'-0" 4'-0" / 4'-0" 4 00 W2 (See S07, S08, S09) Enlarged East Elevation - Area A Arch Ref 11/A5.2 " Coping Face 1/2" Joint Joint 5'-41/2" Inside Corner 711 Beyond . 411 17117P7fP”-7501 it. n1. 111111111111N111 4000 EMS 11'11'1,. W2 (See S07, S08, S09) 12'-111/2" MOO .30 0 Jock 2000 01131 0162 Downspout Shroud 2000 2000 0170 0171 - - W1 (See S01, SO2) zoo 012 9 02 E., 00 63'-2" Wja (See S03, SO4) Sim. 000 I 1000 000 t-1134" Noo / 3'-111/2" ./ 3'-11" - - 4'-11/2" 1/2" Joint 1/2" Joint 1/2" Joint V-111/2" eoto 2000 Downspout Shroud EIL nee 3.-111/2" 3'-111/2" / 3i-111/2" 1/2" Joint 1/2" Joint 1/2" Joint 3"-11Y2" 1/2" Joint 5" Coping Face 1/2" Joint 3,1300F LEVEL 41k 131' - 0 1/2,, Joint Joint ;-- CAP ROOF 3 856— 118' - 0" 1/2 Joint A '-111/41 2" Joint 1/2" Joint12" Joint LOW ROOF 126' - 6" CAP ROOF 118' - 0" Level 02 113' - 6" NI Level 01 k 100' - 0" ml Level 02 113'-6" Joint 9'-11" Level 01 ilk 91/2 100- 0" mil RECEIVED CITY OF TUKWILA JAN 31 21120 !CPI DESCRIPTION DATE INIT. FOI Submntel 5 31 2015 2 3 4 5 6 7 5 10 FOI submittal OP 00 2010 Re 1 1 10 2019 C„. CO a 03 00 Cm 0'02 T0' c< Fto - 1100/Title Enlarged Elevations AS SHOWN 6009 Enlarged North Elevation - Area A Arch Ref. 14/A5 2 PERMIT CENTER Oki 0030 4.04 Inside/Ou si Corner lnside/Outsid er 2 4b (See S14. S15) W4a (See S12, S13) W4b (See S14, S Ou7de-Ger C 10 4' -5" 25'-4" 69'-0I4U" C, 3000 28'-8" 01 3'-67/8" 4'-0" 17'-53/4" 33'-65/8" I _ : I 6 (2) WO. 300 36'-0" 22'-13/4" 4'-2" ROOF LEVEL 131' - 0" 11 LOW ROOF 5'-11" 126' - 6" 11 23'-0" W2 (See S07, S08, S09) W2 (See SO7, S08 :S09) Enlarged East Elevation - Area A Arch Ref. 11/A5 2 Inside Corner 64'-9" Downspout Shroud - - W1 (See S01, SO2) 63'-2" Downspout Shroud 29-9 3000 -)7- , woo 6'-0" 7). 7'-0" 7'-0" 3'-117/8" 1'-4" v,00: 8'-0" 1.111L75/16"--- 3000 25'-81)4" Enlarged North Elevation - Area A Wia (See S03, 304) LOW ROOF 126' - 6" CAP ROOF ilk 118' - 0" m[ Level 02 113' - 6" Level 01 100' - 0" CAP ROOF 1181- 0" Level 02 _A 113' - 6" II Level 01 100' -0" RECEIVED CITY OF TUKWILA JAN 3 i 2020 PERMIT CENTER NO. DESCRIPTION DATE INIT. 5 311019 /GM O0,115559111 2 9 062010 CM 3 4 6 7 8 10 Enlarged Elevations AS SHOWN Joh Number 6009 4.04B Arch Ref 14/A5.2 1)tcr 03D LKJ 5" Coping Face LOW ROOF mi 126 - 6" 5-41/2, 1/2" Joint CAP ROOF mi 118' - 0" 12'-1 i:tf2" Level 02 mi 113' - 6" 1/2" Joint Level 01 100' -0" 0 04 DOC 0 04 2000 20. 0 9 02 014 9 02 . 0 0 20 20 -- Downspout Shroud 012 9.02 000 rE„.. 20 Enlarged South Elevation - Area A Arch Ref: 31/A5.2 1"" I Insi Beyond e/Outside Corn 3'-111" 6'-0" 2000 2. 4000 2'-61/2" 2000 2r 3'-7" Enlarged South Elevation - Area A v.. 1/4" = 0" Arch Ref 31/A5 2 trttt.4. 036 9 05 2 0 0 2'-3Y2'-- Downspout Shroud /3'-1133/4" / 3i-113/4" 3'-11" 4'-0" 2'-21/8" Downspout Shroud map 2000 20. 20 2.0 2000 2000 r2000 2000 036 9 05 2'-03/4" 0%" °V- 11/2"/ 4'-0" 101/2" 036 29.05 0 0 0 2.0 W1a (See S03, SO4) Downspou NOD Oar 2 CI 0 00 09) 2060 Downspout Shroud 2000 20. Beyond 20. 055 Insi e/Ou side Corner ill:2i:— Fit:- 2000 2000 2000 2000 2000 036 9_05 0000 9.07 35'-111/2" Inside/Outside Corner )--- Downspout Shroud l 7-- -------- W4a (See S12, S13 / / Y2" Joints (Typica 71/2" . : : . / 3'-11" il-111/2",1'-111/2,1'-111/2"/V- 11/2"-V-111/2'lli-111/2"1'-111/2"il'-1111/2,1'- 1/2"1'-111/2'itl'-111/2'itil'-111/2"/Ii-111/2"/Ii-1111/2"-T-111/2°)I-111/2",t-111/2'll'l-31/2"' - / 3'-111/2" 6'-0" 40ri0 2i-61/2" 231/20)) Downspout Shroud 3.-113/4" / 0 CC 4.0 '-71/2" 4'-0" C000'''' 73°2" / 4-0" . 253/4" (See S07, 508, S09) W1 (See S01, sp2) 5" Coping Face 5-111r2" 9'-11" 1" 1/2" Joint ROOF LEVEL 31' - 0" LOW ROOF 126' - 6" W4b (See S14, 515) 11/2" Joint 1/2" Joint Joint CAP ROOF 118' - 0" Level02 113' - 6" MI Level 01 mak 100' - 0" RECEIVED CITY OF TUKWILA JAN 31 Z20 PERMIT CENTER Sbeel TrIle Enlarged Elevations AS SHOWN ,00 r4144r 6009 4.05 jik LOW ROOF mi 126- 6" ik CAP ROOF 118' - 0" Level 02 113' - 6" Level 01 100' - 0" 28'-8" Downspout Shroud 84.-43/8" Downspout Shroud -- Downspout Shroud 139.-35/8" M Inside/Outside Corner / Downspout Shroud 1 tot 3000 8'-0" 17— EE 200 [5/ too 10.-0" 2 -0 10.-0" EE 8.-0/18" tFE 2-0 EE EE EE LINN Enlarged South Elevation - Area A Arch Ref 31/A5 2 Inside/Outside Corn r -- Downspout Shroud 54'- 84-43/8" - W1a (See S03, SO4) Downspout Shroud Inside/Outside Corner W4a (See S12, S13)( - - Downspout Shroud 6.-10748". , 16.-25/8" EE 7'-0" rote Er- 4'-0" woo EE" EE 28.-8" [Oct Er" I I PO EE 9.-11" \- Field - Notch 9.-11" 26.-4%" 6.-4" 7-25/8" 10" 3.-10" 7.-3" 2 -0 EE• tEE (See S07, S08, S09) 29.-155," W1 (See S01, S02) 26.-45/8" ROOF LEVEL jh 131' - 0" mi LOW ROOF ji 126' - 6" - - W4b (See S14, S15) CAP ROOF 4vi 118' - 0" 33.-1" Level 02 jk 113' - 6" W. Level 01 _ _ _ 100' - 0" RECEIVE() CITY OF TUKWILA JAN 31 2020 Tukwila Justice Center DESCRIPTION DATE For SuI2m2,11 5 31 2019 NOM 5or S32251151 9 03 2010 CM Re 1 110 2019 it it 0 CO 09 Td 9, 2 g 92, • < 00 Lc) Enlarged Elevations AS SHOWN 6009 Enlarged South Elevation - Area A Arch Ret: 31/A5,2 PERMIT CENTER 4.05B 5" Coping Face 12" Joint Joint 5'44" 12'-11Yi" 076 9 10 97'-2" (5) CE MOO 9.02 , 000 2000 9 10 2000 4- Enlarged West Elevation - Area A Arch Ref: 53/A5 2 20 0 000 200 012 ,00n 9 02 2000 200C 2000 2000 2000 2000 00 075 2000 9 10 in 2000 2000 noo 2000 2iDO 2000 2000 2000 2000 2000 2000 21,0 2000 2000 000 200 OGO 2000 2000 2000 2000 2000 2004 N Field Notch 010 9.02 W1a (See S03, SO4) 2,0 2 00 a.. 2000 DOO 2000 2000 2t00 20 Field Nbtch 2 0 [ 2000 000 2000 2000 2001 2000 2000 20G0 0 0 0 (P, 2o, 2000 2000 2000 2000 '32 2000 2000 2000 2000 2000 2000 2000 2000 BOO- .2000 2000- -.00 2000 -2000 200 20 2000 2000 200G 200 (08) LOW ROOF 126' - 6" CAP ROOF 118' - 0" Level 02 113' - 6" Level 01 100' - 0" I FENED IAN 3 2021,I 0 a) 0 Tukwila Jus OrCt4111213161dg NO, DESCRIPTION DATE [NIT, I I For Soto,. 1 5 21 2019 For OGOaliGal 9 06 2019 Rev i 11 02,9 1 9 10 P00 a) s so, coo Stie el 1 Ole Enlarged Elevations AS SHOWN 6009 "FRt.111 CENT ty\IG1/4? titiNT) 4.06 97.-13/4" 000 000 3000 3000 3000 3000 .00 3000 3000 7._0" a000 3000 3000 3000 oo 000 3000 lnrm on 4'-0" 3000 3'40" 30 9 -11000 9'-01' 3'-10" Enlarged West Elevation - Area A Arch Ref: 53/A5.2 3000 400 3000 3000 Field Notch 28'-5" W1a (See S03, SO4) 9'-11" 1 -- Field Notch -- 10'-0" 3000 3000 3000 3000 6-4 7'-10„ _.. 10.-0„ .._.... 20'-8„ 28'-8" LOW ROOF 126'-6" CAP ROOF jh 118'-0" Level 02 jh 113'-6" Level 01 100'-0" M nECF-IVED CITY OF TUKWILA JAN 31 2070 PERMIT CENTER NO DESCRIPTION Tukwila Justice Ce P. 0 CO co To m4 c on 3 0 ) Enlarged Elevations Scale AS SHOWN 6009 Sheet 4.06B 0 9.07 - W1b (See S05, S06) L 5000 r - W3a (See 510, S11) 5000 5000 5000 5000 5000 7000 7000 Enlarged Elevation - Hub Pop -Up North Arch Ref: 11/A5.3 7000 noo -- W3a (See S10, S11) 7000 7000 a.ua soon �. s00o 5000 020 9.03 5000 , I 5000 Enlarged Elevation - Court Pop -Up North 1/4. = 1". Arch Ref 13/A5.3 8� /---- W1b(See S05, S06) C5) CAP ROOF 118'-0 m Level02 jh 113'-6" 7000 03 7000 7000 70 7000 071 9.09 Enlarged Elevation - DT West 1000 mao 062 9.08 7000 5000 5000 5000 ROOF LEVEL_ ji 131'-0" LOW ROOF 126'-6" M Level 02 113'-6" 063 9.08" LOW ROOF_ jik 126'-6" MI CAP ROOF 118'-0" Level 02 113'-6" MI riECENED CITY OF EI.KW:LA NO. DESCRIPTION a Justice Center I - a 05 DATE 2010 2019 INIT CJH Enlarged Elevations Scale AS SHOWN JOb Number 6009 Arch Ref: 21/A5.3 JAN 3 2O2J EMS- 4.07 5'-53ie ( A� 9'-11% B 7000 Enlarged Elevation - Hub Pop -Up North Arch Ref: 11/A5.3 (D� 7000 79'-715/g' W1b (See S05, S06) 4' aaoo roll 7000 -------------------------------- 50'-1„ 7000 52'-7%e' W3a (See S10, S11) 3000 MOO 4'-10/" 3000 _..25'-51346 _ __ ...... .._ ... ..... -- -- ......-----24'-63j6" Enlarged Elevation - Court Pop -Up North 1/4"= II_"., Arch Ref 13/A5.3 W1b (See SO5, SO6) 7000 7000 30'-55/8" Enlarged Elevation - DT West Arch Ref: 21 /A5.3 7000 7000 CAP ROOF jik 118'-0" Level 02 lk 113' - 6" 7000 113/e" 7000 17'-1" 16'-9" ROOF LEVEL jikk 5-6%" 131' - 0" mil LOW ROOF 126' 6" Level 02 jik 113'-6" mi r) L M W3a (See S10, S11) 25,-6t3(6' N"-) 3000 .00 3000 3000 3000 LOW ROOF 126'-6" CAP ROOF_ 118' 0" W Level 02 113'-6" VICE JAN 31 2 EI NO. DESCRIPTION DATE INIT. For auamoal Rev CJH Tukwila Justice Cen Enlarged Elevations ScaIe AS SHOWN .100 Number 6009 Sheet 4.07B 01 4 08 165 Enlarged Elevation - Court Pop -Up East Arch Ref 23/A5.3 W4a (See S12, S13) ('- ----' 7--- ----\ B C (-E / 4 e S14, S15) / W4a (See S12, S13) Inside/Outs' er / / 1'-9" l'-1VT-1-11;!/2"/-1.-11Y2'!-V-11)/251'- 1/27,1-113/27,1'-11'4'/I-11Y2",-1-11Y2",1'-11Y2'',1-11)/2"/T-1V/2",t-11.1"-l'- )/2"1'-111/2",1-11Y27,1'- Y271'-11;V2",1-11V/I'-11"..-1'-111/2"/ 2'-2" 18 CAP ROOF 118' - 0" Level 02 jk 113' - 6" NI Enlarged Elevation - DT North Arch Ref: 31/A5.3 018 W4a (See S12, S13) 9 03 020 Th 9 03 019 9 03 Enlarged Elevation - Court Pop -Up South Arch Ref 33/A5.3 063 9.08 CAP ROOF ilk 118-0' ml 02 4.09 Level 02 113-6" W1b (See S05, S06) ROOF LEVEL 131' - 0" LOW ROOF ik 126' - 6" II CAP ROOF _A 118' - 0" It - Level 02 113' -6" II RECEIvEn CITY OF TUKWILA JAN 31 2020 PERMIT CENTER NO. DESCRIPTION DATE INIT-1. For Submr11,1 05 31 2D1, For Subm.1 a to Enlarged Elevations AS SHOWN 6009 4.08 7916" 01 39-10" 18 , _ W4a (See S12, S13) Enlarged Elevation - Court Po -U East CAP ROOF _k 118-0" mi Level 02 113' - 6" MI 6.-17;16" 104" 0 100" Arch Ref: 23/A5 3 2-73 A CE) 2&-31'6" 33'-11.)6" Enlarged Elevation - DT North Arch Ref 31/A5 3 W4a (See S12, S13) 49.-11" >ow , f .• , 48.-113," 1 . .• 1.-596" Enlarged Elevation - Court Pop -Up South Arch Ref 33/A5 3 r J CAP ROOF 118' - 0" Level 02 _ jk 113' - 6" VI 31-8136" Z-9'19," ROOF LEVEL _ jk 131' - 0" VI LOW ROOF 126' - 6" ml CAP ROOF 118' -0" NI Level 02 _k 113' - 6" RECFT7.1D (1!T LH NO DESCRIPTION DATE INIT 1 I FGI San,. 5 31 20^ nom 2 Foi SIMI. I 09 08 2019 CM 3 Rev .2019 CM 4 35 6 7 9 10 Cl). i c .t) a) . coo, C.) s 2 F— Enlarged Elevations AS SHOWN 6009 JAN 3 /JIM "FRIV111 cut;, 4.08B Inside/Outside Corner W1fr(-See SOB, SO6)-. ---- Beyond 7000 Enlarged Elevation - Hub Pop -Up East Arch Ref'. 41/A5.3 W3a (See S10, S11) Enlarged Elevation - Court Pop -Up West Arch Ref 43/A5.3 W4a (See S12, S13) CAP ROOF 118' - 0" Level 02 41, 113'-6" 13� ROOF LEVEL l 131' - 0" N LOW ROOF jk 126'-6" MI CAP ROOF 118'-0" Level02 113'-6"" iYeltv0030 R CENED JAN 3 i 2720 R Mr' Na DESCRIPTION DATE NIT. 2 3 11920 5 7 8 9 a) I ukwila Jus So o LO Ole Enlarged Elevations Sceio AS SHOWN Job NUmber 6009 4.09 2.-01/4" 18'-103/6" 7-4/46-(-See SOS, S06) Insi e/Outside Corner 53'-5Y2" W4a (See S12, S13) 3400 MOO icr-81346" 10.-31/8" 3400 3100 40'-”Z" Enlarged Elevation - Hub Pop -Up East 1/4" = 1-0" Arch Ref: 41/A5.3 18 16.5 W3a (See S10, S 1) 40'-0" 6 L 7 v-1174," CAP ROOF 118' - 0" IV' Enlarged Elevation - Court Pop -Up West Arch Ref 43/A5.3 Level 02 jh 113' - 6" ‘1. 4.4O art ROOF LEVEL jh 131' - 0" mir _0„ LOW ROOF 126' - 6" ml ' 2'-6" \ 1*-21/i6" lt33/16" CAP ROOF 118' - 0" mt Level 02 Lk 113' - 6" DYk- 0030 RECEIVER CITY OF TUKWILA JAN 3 1. zon PERMIT CENTER DESCRIPTION 01•1[1l121.1rig DATE 05 31 2014 CO co C.) (,) CO LA) F— Enlarged Elevations Sot AS SHOWN Job nwnter 6009 Sheet 4.09B 10l-51," SN-JO - b NH-36ON-JO TOO TOO TBD TOT 8000 8000 8000 8000 083 9. 1 Trash Enclosure - West Elevation Arch Ref: None 1'' Trash Enclosure - South Elevation Arch Ref None 03 111,36 TBD DO-JO TBD BH, TOO BBB., TOO 8000 8000 8000 8000 MEM Trash Enclosure - East Elevation 1/2" =1TO" Arch Ref None Bottom of Deck mik. Finish floor 1)1‘4.011S0 ITC FWD) CiTY uIt."..K•il;LA, itAN 3 2i-vo 0FFirdri CEN-.1171.k. DESCRIPTION For sonoto DATE INIT. 05 312079 For st.nmai 09 06 2019 WPM OJH Tukwila Justice Center '2 mm Co < coo 005 CJH Enlarged Elevations - Trash Enclosure AS SHOWN Job Number 6009 4.10 Continuous Butyl Sealant At Receiver JT, Typical 0.055" Aluminum Tube Stiffener @ 16" O.C. Framing Not By Northshore Exteriors 3" Kingspan Karrier Panel Metal Insulated Panel (MIP) Pre -Finished Black - Set In Sealant @ All Edges NorthClad AL Series Panel .050" Aluminum Pre -Finished "Redwood' Color (Panels to be Pre -Finished "Matte Black" at Storefronts) Kingspan Flat Karrier Rail Attached w/ #12 HWH Tek3 Screws 16" O.C. Maximum (Vertical) 7.8" Bare Galvanized Vertical Hat Channel 32" O.C. Max Attached w/ (2) #12 HWH Tek3 Screws @ Karrier Rail SO Section - Wall Type W1 - NorthClad AL Series Stacking Panel ARCH REF AO 1 16" Maximum Panel Dimension Plan View - Wall Type W1 - NorthClad AL Series Stacking Panel ARCH REF: A0.1 (Horizontal) Kingspan Flat Karrier Rail 3" Kingspan Karrier Panel Metal Insulated Panel (MIP) Pre -Finished Black - Set In Sealant @ All Edges Bare Galvanized Vertical Hat Channel 32" O.C. Max Attached w/ (2) #12 HWH Tek3 Screws @ Karrier Rail - NorthClad AL Series Panel .050" Aluminum Pre -Finished "Redwood" Color 0.055" Aluminum Tube Stiffener @ 16" O.C. Framing Not By Northshore Exteriors Panel Dimension 36" 5 z' System Depth Section - Wall Type W1a - Vertical AEP Span PS-12 Panels ARCH REF AO1 - Continuous Butyl Sealant At Receiver JT, Typical Framing Not By Northshore Exteriors 3" Kingspan Karrier Panel Metal Insulated Panel (MIP) Pre -Finished Black - Set In Sealant @ All Edges (Vertical) 22 Gauge AEP Span PS-12 Panel w/ Wind Uplift Clip, Pre -Finished "Cool Terra Cotta" Color Attached w/ #10 Pancake Head Tek3 Screws @ Each Karrier Rail Kingspan Standard 1" Karrier Rail Attached w/ #12 HWH Tek3 Screws 16" O.C. Maximum 16" Maximum 3" 5 2' System Depth 1'-0" Panel Coverage Plan View - Wall Type W1a - Vertical AEP Span PS-12 Panels ARCH REF: A0.1 16ga Wind Uplift Clip 3" Kingspan Karrier Panel Metal Insulated Panel (MIP) Pre -Finished Black - Set In Sealant @ All Edges (Horizontal) Kingspan Standard 1" Karrier Rail Attached w/ #12 HWH Tek3 Screws 16" O.C. Maximum Factory Applied Sealant 22 Gauge AEP Span PS-12 Panel w/ Wind Uplift Clip, Pre -Finished "Cool Terra Gotta" Color Attached w/ #10 Pancake Head Tek3 Screws @ Each Karrier Rail Framing Not By Northshore Exteriors RECEiVEf CITY OF TUKWILA JAN 31 2020 ovir toscri.„ CENTER NO. DESCRIPTION DATE INIT. 2 3 11192019 CJH 4 6 6 9 10 v m a) U a) tri C13 I- Sheet T,le Wall Standard Details AS SHOWN 6009 8.01 - Continuous Butyl Sealant At Receiver JT, Typical Framing Not By Northshore Exteriors 3" Shadowline Embossed Kingspan Metal Insulated Panel (MIP) Pre -Finished "Bone White" - Set In Sealant @ At Edges Section - Wall Type W1b - Horizontal Kingspan Metal Insulated Panel (MIP) ARCH REF: AO 1 Framing Required at Vertical Joints, Coordinate in Field, Northshore to Install Where Needed 3" Shadowline Embossed Kingspan Metal Insulated Panel (MIP) Pre -Finished "Bone White" - Set In Sealant @ All Edges 24 gauge Pre -Finished Standard Color Vertical Joint Flashing Framing Not By Northshore Exter >Y4" Max. ors Plan View - Wall Type W1 b - Horizontal Kingspan Metal Insulated Panel (MIP) @ Exposed Vertical Joint ARCH REF: A0.1 36". 3532" a"(10 mm) Continuous Butyl Sealant At Receiver JT, Typical --- (Vertical Ribs) 10mm Equitone Linea LT20 Fiber Cement Panel Stainless Steel Uni Blind Rivet w/ Colored Head And Spacer, Equal Spaced 16" O.C. Maximum - Mill Panel Rib As Required To Accommodate — Framing Not By Northshore Exteriors 3" Kingspan Karrier Panel Metal Insulated Panel (MIP) Pre -Finished Black - Set In Sealant @ All Edges (Vertical) 1" Aluminum NorthClad EF Extrusion Furring Pre -Finished "Black" 16" O.C. Max Attached w/ #12 HWH Tek3 Screws @ Karrier Rail Kingspan Flat Karrier Rail Attached w/ #12 HWH Tek3 Screws 16" O.C. Maximum Section - Wall Type W2 - Equitone Linea Fiber Cement Panel @ Horizontal Joint ARCH REF A0.1 16" Maximum 4 7,6" System 3" Depth — 36'(10 mm) 6 (Horizontal) Kingspan Flat Karrier Rail - 3" Kingspan Karrier Panel Metal Insulated Panel (MIP) Pre -Finished Black - Set In Sealant @ All Edges (Vertical) 1" Aluminum NorthClad EF Extrusion Furring Pre -Finished "Black" 32" O.C. Max Attached w/ #12 HWH Tek3 Screws @ Karrier Rail Stainless Steel Uni Blind Rivet w/ Colored Head And Spacer, Equal Spaced 16" O.C. Maximum - Mill Panel Rib As Required To Accommodate (Vertical Ribs) 10mm Equitone Linea LT20 Fiber Cement Panel Framing Not By Northshore Exteriors Plan View - Wall Type W2 - Equitone Linea Fiber Cement Panel @ Vertical Joint ARCH REF: A0.1 Fixing Method of Equitone Panels: The Equitone Panels are Fastened by Fixed and Free Fastening Points. Two Adjacent Fixed Fastening Points (F) are Provided for Each Panel. All Other Pre -Drilled Holes are Free Fixing Points to Allow Movements of the Panel (G). 3'6' 1ii6' Equal (16" Maximum) Equal (16" Maximum) G G G G G G Equitone Fixed Fastener Layout ARCH REF: A0.1 G G. G G G G F G G G G G G G G G F G G G G G,, G G G G F G G G G G G G LJ DESCRIPTION DATE INIT. Fors„bmit,. o:._,z019 MOM I 4 5 6 7 a 10 t_ m c a) U a) V co Wall Standard Details AS SHOWN Job Num. 6009 Sheet t*'k•003b 8.02 36" 7'4" System Depth --- Continuous Butyl Sealant At Receiver JT, Typical Morin C-37-7/8 .040" Perforated Aluminum Corrugated Metal Panel Pre -Finished "Redwood" Color Framing Not By Northshore Exteriors 3" Kingspan Karrier Panel Metal Insulated Panel (MIP) Pre -Finished Black - Set In Sealant © All Edges (Vertical) 2"x3" Aluminum Tube Extrusion Furring Painted "Black" 24" O.C. Attached w/ #14 HWH Tek3 Screws @ Karrier Rail Kingspan Flat Karrier Rail Painted "Black" Attached w/ #12 HWH Tek3 Screws 16" O.C. Maximum Section - Wall Type W3a - Morin C-37 7/8" Perforated Corrugated Metal Panels ARCH REF: A0.1 16" Maximum 78 System Depth 70, 6" Lap (Horizontal) Kingspan Flat Karrie Rail Painted "Black" 3" Kingspan Karrier Panel Metal Insulated Panel (MIP) Pre -Finished Black - Set In Sealant @ All Edges (Vertical) 2"x3" Aluminum Tube Extrusion Furring Painted "Black" 24" O.C. Attached w/ #14 HWH Tek3 Screws @ Karrier Rail Morin C-37-7/8 .040" Perforated Aluminum Corrugated Metal Panel Pre -Finished "Redwood" Color Framing Not By Northshore Exteriors Plan View - Wall Type W3a - Morin C-37 7/8" Perforated Corrugated Metal Panels @ Lap ARCH REF: A0.1 36" 7?4' System Depth Continuous Butyl Sealant At Receiver JT, Typical .125" Aluminum Tube Stiffener at Top and Bottom of Panels Framing Not By Northshore Exteriors 3" Kingspan Karrier Panel Metal Insulated Panel (MIP) Pre -Finished Black - Set In Sealant @ All Edges Perforated NorthClad AL Series Panel .063" Aluminum Pre -Finished "Redwood" Color Kingspan Flat Karrier Rail Painted "Black" Attached w/ #12 HWH Tek3 Screws 16" O.C. Maximum (Vertical) 2"x3" Aluminum Tube Extrusion Furring Painted "Black" 24" O.C. Attached w/ #14 HWH Tek3 Screws @ Karrier Rail Section - Wall Type W4a - Perforated No hClad AL Series Stacking Panel ARCH REF: A0.1 16" Maximum 1" Min. Perf Margin - (Horizontal) Kingspan Flat Karrier Rail 3" Kingspan Karrier Panel Metal Insulated Panel (MIP) Pre -Finished Black - Set In Sealant @ All Edges (Vertical) 2"x3" Aluminum Tube Extrusion Furring Painted "Black" 24" O.C. Attached w/ #14 HWH Tek3 Screws @ Karrier Rail 0.055" Aluminum Tube Stiffener at Sides of F Perforated NorthClad AL Series Panel .063" Aluminum Pre -Finished "Redwood" Color Framing Not By Northshore Exteriors Panel Dimension Panel Dimension Plan View - Wall Type W4a - Perforated NorthClad AL Series Stacking Panel ARCH REF: A0.1 ow bO30 RECEIVEn CITY OF TUKWII.A JAN 31 mu PERMIT CENTER NO. DESCRIPTION DATE NIT 0 m Wall Standard Details AS SHOWN 6009 8.03 &.M i i• 1riausw is •x 7 Ya' System Depth 3" Kingspan Karrier Panel Metal Insulated Panel (MIP) Pre -Finished Black - Set In Sealant @ All Edges Kingspan Flat Karrier Rail Attached w/ #12 HWH Tek3 Screws 16" O.C. Maximum Perforated NorthClad AL Series Panel .063" Aluminum Pre -Finished "Redwood" Color 24 Gauge Pm -Finished Black Closure Flashing Pop Riveted 16" O.C. 24 Gauge Flashing, Pre -Finished "Black" Color, Attached w/ #12 HWH Screws @ 16" O.C. (Vertical) 2"x3" Aluminum Tube Extrusion Furring 24" 0.C. (Aligned w/ Window Mullions) Attached w/ #14 HWH Tek3 Screws @ Karrier Rail .125" Aluminum Tube Stiffener at Top and Bottom of Panels 24 Gauge Bare Galvanized Panel End Closure Angle Attached w/ #12 HWH Tek3 Screws 16" O.C. Kingspan Flat Karrier Rail Attached w/ #12 HWH Tek3 Screws 16" 0.C. Maximum 3" Kingspan Karrier Panel Metal Insulated Panel (MIP) Pre -Finished Black - Set In Sealant @ All Edges Perforated NorthClad AL Series Panel .063" Aluminum Pre -Finished "Redwood" Color `(Where Not Visible From Inside Window) (Vertical) 3" Depth 16 Gauge Bare Galvanized Z Girt 32" O.C. Max Attached w/ (2) #12 HWH Tek3 Screws @ Kamer Rail Section - Wall Type W4b - Perforated NorthClad AL Series Stacking Panel Over Storefront Window ARCH REF: A0.1 16ga Galvanized Z Girt for Downspout Shroud Support, Attached w/ (2) #12 HWH Tek3 Screws @ Karrier Rail, Painted "Black' Where Visible _L_ 1- l_///// AWZ .dr/ vqe_r \--// Depth Varies per / Panel System 3Ys" 81/4" Plan - Anti -Climb Downspout Shroud ARCH REF: 13/A4.2 3"= 1•-0" Panel System Varies per Elevations 3" x 8" Downspout Drop/Downspout (Below) Not By Northshore Exteriors 16 Gauge Downspout Shroud Pre -Finished to Match Adjacent Materials, Attached w/ #12 HWH Screws CO 16" O.C., Screws Painted to Match Panel Dimension 24" Maximum Panel Dimension 3,_ 1„ I 3" 1 Y4" 1" Min. Perf Margin 24" Maximum (Horizontal) 3" Kingspan Karrier Panel Metal Above And Below Face Of Storefront Not By Northshore Exteriors (Horizontal) Kingspan Flat Karrier Rail (Above/Below Window Head/Sill Storefront Mullion Not By Northshore Exteriors (Vertical) 2"x3" Aluminum Tube Extrusion Furring Painted "Black" 24" O.C. (Aligned w/ Window Mullions) Attached w/ #14 HWH Tek3 Screws @ Karrier Rail Above And Below Window 0.055" Aluminum Tube Stiffener at Sides of Panels Panels Attached @ Top Flange In Corners @ Each Tube Extrusion 3/a' 0 Hole Predrilled In Tube To Allow For Fastener Perforated NorthClad AL Series Panel .063" Aluminum Pre -Finished "Redwood" Color Y2, Panel Dimension Section - Wall Type W4b - Perforated NorthClad AL Series Stacking Panel Over Storefront Window ARCH REF: A0.1 3" = 1'-0" -- ------ Panel Dimension Yz. 030 RECEIVED CITY OF TUKWILA JAN 31 2020 PERMIT CENTER NO. DESCRIPTION DATE INIT. For Submittal usataDtD 2 For&WWI 3 1110.2.10 4 s T 10 Tukwila Justice Center Shea m= Wall Standard Details AS SHOWN JeDR=� 6009 8.04 A -A BUTT PLATE JOINT @ 10'-0 1/4" 0 C 12' -...-. (2) CONTINUOUS BEADS OF SEALANT 12" +1- (F V.) A Section W1 Coping ARCH REF 45/A4.2 Grace Ultra High Temp Membrane Continuous Sealant .050" Aluminum Coping, Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ 12" O.C. into Oversized Holes at Backside of Coping ---- .050" Coping Clip, Attached w/ SS Nails @ 12" O.C. into Blocking ---- 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant Notch Karrier Rail as Needed Top Of Wall NI Plan - W1 & W2 Inside Corner ARCH REF 14/A10.1 8.02 / `------ 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached w/ #12 HWH Screws @ 16" O.C. 8.01 % --- Panel Dimension (See Elevations) Panel Dimension (See Elevatio Section - W1 Base Continuous Sealant Aluminum Base Extrusion Attached w/ #23 HWH Screws @ 16" O.C. Compressible Foam Closure — 24ga SS Flashing Attached w/ #12 HWH screws @ 16" O.C. Y4" Min. i-Y F V. ARCH REF: 35/A10.1 A -A BUTT PLATE JOINT @ 10'-0 1/4" O.C. 12" _.... X Y4 (2) CONTINUOUS OFSEALANT BEADS 12" +/- (F. V. ) A Section - W2 Coping ARCH REF Sim 45/A4.2 H Panel Dimension (See Elevations) .050" Aluminum Base Flashing Pre -Finished'.. "Redwood" Color, Attached w/ #12 HWH Screws @ 16" O.C. Set in Sealant Cecto Envirosheet Flexible Flashing -- Grace Ultra High Temp Membrane %" Min. Continuous Sealant - .050" Aluminum Coping, Pre -Finished "Matte Black" Color. Attached w/ #12 HWH Screws @ 12" O.C. into Oversized Holes at Backside of Coping .050" Coping Clip, Attached w/ SS Nails @ 12" O.C. into Blocking 3%9" nel Dimension (See Elevations) Top Of Wall fir% 3" / 3' Panel Dimension (See Elevations) --- Plan - W1 Outside Corner ARCH REF. 11/A101 Section - W2 Base ARCH REF: 34/A10.1 4 801 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant ------- 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached w/ '/' SS Rivets @ 24" O.C. Painted to Match Flashing - Aluminum Starter, Color and Thickness to Match Panels, Attached w/ #12 HWH Screws @16"O.C. .050" Aluminum Corner Flashing Pre -Finished "Redwood" Color, Attached w/ 1/4' SS Rivets @ 24" O.C. Painted to Match Flashing S07� Continuous Sealant --- Compressible Foam Closure Aluminum Base Extrusion Attached w/ #23 HWH Screws @ 16" O.C. 24ga Zincalume Perforated Closure, Pre -Finished "Black" Color, Attached w/ #10 Wafer Head Screws @ 16" O.C. 24ga SS Flashing Attached w/ #12 HWH screws @ 16" O.C. 3/4" Min. "3/4" Min.:. Level 1 Cecto Envirosheet Flexible Flashing C04 Panel Dimension (See Elevations) Plan - W1 Termination (Mockup) ARCH REF None 2Y2' �+ / - Continuous Sealant .050" Aluminum Closure Trim, Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ 16" O.C. .050" Aluminum Jamb Trim Pre -Finished "Redwood" Color, Set in Sealant, Attached w/ #12 HWH Screws @ 16" O.C. 2Y2 )SO4 \ \ 8.01 Field Trim PS-12 as Necessary, Reuse Panel Leg When Possible 1/8' SS Rivets @ 24" —� O.C., Painted to Match Closure Trim / 2" Plan - W1A to W2 Transition / S08 I 8.02 / -- 22ga Zincalume Closure Trim, Pre -Finished "Cool Terra Cotta" Color, Attached w/ #12 HWH Screws @ Karrier Rails Panel Dimension (See Elevations) ARCH REF: None JAN > NO. DESCRIPTION DATE INIT. 05.31.20. 2 11+92019 4 5 6 I a s 10 a) U a) Ca F- 0 inn 0 0 mTb cij 8< m 3 F a) 0 Sneel Title Details AS SHOWN 6009 9.01 Ye' SS Rivets @ 24" O.C., - Painted to Match Closure Trim Panel Dimension (See Elevations) Plan - W2 to W3A Transition ARCH REF: None Field Trim PS-12 as Necessary, Reuse Panel Leg When Possible Plan - W1A Window Jamb ARCH REF: 15/A10.2 .050" Aluminum Closure Trim, Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ Karrier Rails Panel Dimension (See Elevations) Continuous Sealant — 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" O.C. Primary and Secondary Sealant not by Northshore - 22ga Zincalume Closure Trim, Pre -Finished "Cool Terra Cotta" Color %" SS Rivets @ 24" O.C., Painted to Match Closure Trim Section - W1A Base ARCH REF: 35/A10.1 Plan - W1A Outside Corner ARCH REF: None 7/8" Bare Galvanized Horizontal Hat Channel, Attached WI (2) #12 HWH Tek3 Screws Set in Sealant Through Karrier Panel Continuous Sealant Compressible Foam Closure Aluminum Base Extrusion Attached w/ #23 HWH Screws @ 16" O.C. - 24ga SS Flashing Attached wl #12 HWH screws @ 16" O.C. - 22ga Zincalume Base Flashing Pre -Finished "Cool Terra Cotta" Color, Attached w/ #12 HWH Screws @ 16" O.C. Set in Sealant Level 1 Cecto Envirosheet Flexible Flashing 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached WIY8" SS Rivets @ 24" O.C. Painted to Match Flashing - Field Trim PS-12 as Necessary, Reuse Panel Leg When Possible -- 22ga Zincalume Corner Flashing Pre -Finished "Cool Terra Cotta" Color, Attached w/ 1/8' SS Rivets @ 24" O.C. Painted to Match Flashing 25e" +/- (F.V.) Y' 53/4"+/-(F.V.)_ Section - W1A Window Head ARCH REF: 31/A10.1 Plan - W1A Termination ARCH REF: None 7/8' Bare Galvanized Horizontal Hat Channel, Attached w/ (2) #12 HWH Tek3 Screws Set in Sealant Through Karrier Panel Continuous Sealant 24ga Zincalume Pre -Finished "Black" Closure Flashing Pop Riveted 16" O.C. 22ga Zincalume Base Flashing Pre -Finished "Cool Terra Cotta" Color, Attached w/ #12 HWH Screws @ 16" O.C. Set in Sealant Primary and Secondary Sealant not by Northshore Continuous Sealant 22ga Zincalume Closure Trim, Pre -Finished "Cool Terra Cotta" Color, Attached w/ #12 HWH Screws @ Karrier Rails Field Trim PS-12 as Necessary, Reuse Panel Leg When Possible 22ga Zincalume Closure Trim, Pre -Finished "Cool Terra Cotta" Color, Attached w/ Ye" SS Rivets @ 24" O.C., Painted to Match Closure Trim Section - W1A Window Sill ARCH REF: 23/A10.1 Section - W1A to W3A Transition ARCH REF 22/A10.1 Continuous Sealant Primary and Secondary Sealant not by Northshore 24ga Bare Galvanized Closure Flashing Attached wf #12 HWH Screws @ 16" O.C. Grace Ultra High Temp Membrane 22ga Zincalume Sill Flashing Pre -Finished "Cool Terra Cotta" Color, Set in Sealant Yg" SS Rivets @24" O.C., Painted to Match Sill Flashing 7/e" Bare Galvanized Horizontal Hat Channel, Attached w/ (2) #12 HWH Tek3 Screws Set in Sealant Through Karrier Panel 22ga Zincalume Base Flashing Pre -Finished "Cool Terra Cotta" Color, Attached w/ #12 HWH Screws @ 16" O.C. Set in Sealant %' Bare Galvanized Horizontal Hat Channel, Attached w/ (2) #12 HWH Tek3 Screws Set in Sealant Through Karrier Panel S03.'\ 8.01 / RECEIVER CITY OF "` iKW LA JAN 31 2020 PERMIT CENTER r S° Details AS SHOWN lcDESCRIPTION DATEco For Subm.f CI © ::::::ei iii-. ©--. ©--. Elm - co Num Sheet rdle Sheet Grace Ultra High Temp Membrane Continuous Sealant /— .050" Aluminum Coping, Pre -Finished / "Redwood" Color, Attached w/ #12 HWH Screws @ 12" O.C. into Oversized Holes 141/4° +1- (F V) A -A BUTT PLATE JOINT @ 10'-0 1/4" O.C. 12" Ya" (2) CONTINUOUS —� BEADS OF SEALANT A Section - W3A Coping ARCH REF: Sim: 45/A4.2 3ii 3' at Backside of Coping - .050" Coping Clip, Attached w/ SS Nails @ 12" O.C. into Blocking --- Panel Dimension (See Elevations) Plan - W3A Outside Corner Top Of Wall %./ 0 w anel Dimension 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant - 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached w/ Ye" SS Rivets @ 24" O.C. Painted to Match Flashing .050" Aluminum Corner Flashing Pre -Finished "Redwood" Color, Attached w/ Ye" SS Rivets @ 24" O.C. Painted to Match Flashing ARCH REF: 45/A10.2 Section - W3A Window Head ARCH REF: 21/A10.1 Panel Dimension (See Elevations) Plan - W3A Termination ARCH REF: None Continuous Sealant 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" O.C. 24ga Zincalume Head Flashing Pm -Finished "Black" Color Set in Sealant, Attached w/ #12 HWH Screws @ 16" O.C. Primary and Secondary Sealant not by Northshore Continuous Sealant .050" Aluminum Closure Trim, Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ Karrier Rails .050" Aluminum Closure Trim, Pre -Finished "Redwood" Color, Attached w/ Ye" SS Rivets @ 24" O.C., Painted to Match Closure Trim 7/8 " +/- ',_. (F.V.) 3" +/- f (F V ) Section - W3A Window Sill Continuous Sealant Primary and Secondary Sealant not by Northshore 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" O.C. Grace Ultra High Temp Membrane 24ga Zincalume Sill Flashing Pre -Finished "Black" Color, Set in Sealant Y8' SS Rivets @ 24" O.C., Painted to Match Sill Flashing �10 803 ARCH REF: 32/A10.1 Section - W1 Scupper ARCH REF: 15/A4 2 -1%"- Plan - W3A Window Jamb ARCH REF: 35/A10.2 -- Continuous Bead of Sealant Conductor Box not by Northshore Scupper not by Northshore Downspout not by Northshore 16 Gauge Downspout Shroud Pre -Finished to Match Adjacent Materials / S16 Continuous Sealant — Primary and Secondary Sealant not by Northshore 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Attached w/#12 HWH Screws @ 16" O.C. oc b?O RECFPVEf CITY OF 'i I:WILA JAN 31 mu PERMIT CENTER NO. DESCRIPTION DATE INIT. For Subrrinte, 05112019 2 CJH 4 6 10 Tukwila Justice Center Details AS SHOWN 6009 9.03 n_024 Section - Folding Door Head ARCH REF: Sim: 21/A10.2 (F.V.) .x 2Y2" +1- 1 (F.V.) 5Y2" Section - Storefront Door Head/Window Sill 8.01 / OTC --- 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant - 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached w/ Ye" SS Rivets @ 24" O.C. Painted to Match Flashing .050" Aluminum Base Trim Pre -Finished "Redwood" Color, Set in Sealant, Attached w/ #12 HWH Screws @ 16" O.C. m E 0 Section - Roll -up Door Head Continuous Sealant -- Primary and Secondary Sealant not by Northshore -- .050" Aluminum Sill Flashing Pre -Finished "Matte Black" Color, Set in Sealant 111'-0" / Sill R.O. J - 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" 0.C. S01 �801 -- 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" O.C. -- 16 Gauge Galvanized 3x1" Formed Angle, Attached w/ #12 HWH Screws @ 16" 0.C. 10" - .050" Aluminum Head Flashing Pre -Finished "Matte Black" Color Set in Sealant, Attached w/ #12 HWH Screws @ 16" 0.C. Continuous Sealant Primary and Secondary Sealant not by Northshore ARCH REF: 31/A10.2 801 OTC - 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant '/a" Bare Galvanized Horizontal o Hat Channel, Attached w/ (2) #12 HWH Tek3 Screws Set in E Sealant Through Karrier Panel a 24ga Zincalume Corner co Flashing, Pre -Finished "Black" 0- Color, Attached w/Y8, SS Rivets '.. @ 24" 0.C. Painted to Match Flashing -- 22ga Zincalume Base Flashing Pre -Finished "Cool Terra Cotta" Color, Attached w/ #12 HWH Screws @ 16" O.C. Set in Sealant 22ga Zincalume Closure Trim, Pre -Finished "Cool Terra Cotta" Color, Attached w/ #12 HWH Screws @ Karrier Rails 22ga Zincalume Closure Trim, Pre -Finished "Cool Terra Cotta" Color, Attached w/ Ye° SS Rivets @ 24" 0.C., Painted to Match Closure Trim ARCH REF: 22/A10.2 Continuous Sealant - 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" 0.C. 8.01 / Primary and Secondary Sealant not by Northshore .050" Aluminum Closure Trim, Pre -Finished "Redwood" Color Panel Dimension (See Elevations) ---- Ye" SS Rivets @ 24" 0.C., Painted to Match Closure Trim Plan - W1 Storefront Door Jamb ARCH REF: 34/A10.2 Section - W1 Window Head ARCH REF: None - Continuous Sealant 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" 0.C. .050" Aluminum Head Flashing Pre -Finished "Redwood" Color Set in Sealant, Attached w/ #12 HWH Screws @ 16" O.C. Primary and Secondary Sealant not by Northshore 22ga Zincalume Closure Trim, Pre -Finished 'Redwood" Color, Attached w/ Ys" SS Rivets @ 24" O.C., Painted to Match Closure Trim - 24ga Bare Galvanized Closure Flashing Attached WI #12 HWH Screws @ 16" O.C. // -- 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant 24ga Zincalume Corner Flashing, Pre -Finished "Cool Terra Cotta" Color, Attached w/ Y" SS Rivets @ 24" O.C. Painted to Match Flashing Field Trim PS-12 as Necessary, Reuse Panel Leg When Possible 22ga Zincalume Corner Flashing Pre -Finished "Cool Terra Cotta" Color, Attached w/ Y" SS Rivets @ 24" O.C. Painted to Match Flashing Plan - Roll -up Door Jamb ARCH REF: 12/A10.2 O Panel Dimension (See El Continuous Sealant Primary and Secondary Sealant not by Northshore 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" O.C. Grace Ultra High Temp Membrane .050" Aluminum Sill Flashing Pre -Finished "Redwood" Color, Set in Sealant Section - W1 Window Sill ARCH REF: None RECFtVEn CITY OF TUKWILA JAN 3 1__20211__ PERMIT CENTER NO. DESCRIPTION DATE INIT. For Salm,taE 2 CJH 3 11,82019 4 5 6 s s 10 a Justice Cen u, 0 I - Shed T. Details AS SHOWN Job Number 6009 9.04 SO2 8.01 Panel Dimension (See Elevations) Plan - W1 Door Jamb ARCH REF: 24/A10.2 2'2+/- i (F.V.) 534" Continuous Sealant 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" O.C. Primary and Secondary Sealant not by Northshore .050" Aluminum Jamb Trim Pre -Finished "Redwood" Color, Set in Sealant, Attached w/ #12 HWH Screws @ 16" O.C. S03 7,8' Bare Galvanized Horizontal Hat Channel, Attached wl (2) #12 HWH Tek3 Screws Set in Sealant Through Karrier Panel - Continuous Sealant 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" O.C. 22ga Zincalume Head Flashing Pre -Finished "Cool Terra Cotta" Color Set in Sealant, Attached w/ #12 HWH Screws @ 16" O,C, Primary and Secondary Sealant not by Northshore Panel Dimension (See Ele Section - W1 Door Head ARCH REF: None SO4 21z' +/- (F.V.) 5Yz" Field Trim PS-12 as -- Necessary, Reuse Panel Leg When Possible Section - W1A Door Head Plan - W1A Door Jamb ARCH REF: None ARCH REF: 24/A10.2 S 0 1 8.01 Continuous Sealant ---- 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" O.C. .050" Aluminum Head Flashing Pre -Finished "Redwood" Color Set in Sealant, Attached w/ #12 HWH Screws © 16" O.C. Primary and Secondary Sealant not by Northshore F.V. - Continuous Sealant ion (See Elevations) Panel Dimen 24ga Bare Galvanized Closure Flashing Attached wl #12 HWH Screws @ 16" O.C. Primary and Secondary Sealant not by Northshore 22ga Zincalume Closure Trim, Pre -Finished "Cool Terra Cotta" Color '8' SS Rivets @ 24" O.C„ Painted to Match Closure Trim Section - W1A Louver Head ARCH REF: 13/A10.2 Section - W1 B Louver Head ARCH REF: Sim: 13/A10,2 534' F.V. 7/8" Bare Galvanized Horizontal Hat Channel, Attached w/ (2) #12 HWH Tek3 Screws Set in Sealant Through Karrier Panel Continuous Sealant 24ga Zincalume Pm -Finished "Black" Closure Flashing Pop Riveted 16" O.C. 22ga Zincalume Base Flashing Pre -Finished "Cool Terra Cotta" Color, Attached w/ #12 HWH Screws @ 16" O.C. Set in Sealant -- Primary and Secondary Sealant not by Northshore SO5 8.02 ,, Continuous Sealant -- 24ga Zincalume Pre -Finished "Black" Closure Flashing Pop Riveted 16" O.C. - 24ga Zincalume Base Flashing Pre -Finished "Black" Color, Attached wl #12 HWH Screws @ 16" O.C. Set in Sealant Primary and Secondary Sealant not by Northshore 3'4 Section - W1A Louver Sill ARCH REF: 23/A10.2 040 Section - W1 B Louver Sill ARCH REF: Sim: 23/A10.2 258' +/- (F.V.) F,V, Continuous Sealant 24ga Bare Galvanized Closure Flashing Attached wl #12 HWH Screws @ 16" O.C. Grace Ultra High Temp Membrane Primary and Secondary Sealant not by Northshore 22ga Zincalume Sill Flashing Pre -Finished "Cool Terra Cotta" Color, Set in Sealant '8" SS Rivets @ 24" O.C., Painted to Match Sill Flashing '4 - 78' Bare Galvanized Horizontal Hat Channel, Attached wl (2) #12 HWH Tek3 Screws Set in Sealant Through Karrier Panel S03 8.01 S05 8.02 Continuous Sealant Primary and Secondary Sealant not by Northshore - 24ga Bare Galvanized Closure Flashing Attached wl #12 HWH Screws @ 16" O.C. Grace Ultra High Temp Membrane 24ga Zincalume Sill Flashing Pre -Finished "Black" Color, Set in Sealant Panel Dimension (See Elevations) 18' SS Rivets @ 24" O.C., Painted to Match Sill Flashing 1,4 , w 0030 RECEIVE() CITY OF -i UKWILA JAN 31 2020 PERMIT CENTER DATE INIT. NO 1 DESCRIPTION For serf., Qi `m C �) CO 0 co co a) U 92 C =9 = m 3 Y h co h 8 Y z I — Details AS SHOWN Job Number 6009 9.05 F.V. Section - W2 Window Head ARCH REF. 41/A10.1, Sim: 41/A10.2 SOB 13/1s' Panel Dimension (See Elevations) Plan - W2 Door Jamb ARCH REF 14/A10 2, Sim: 44/A10.2 Continuous Sealant 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" O.C. 24ga Zincalume Perforated Closure, Pre -Finished "Black" Color. Attached w/ #10 Wafer Head Screws @ 16" O.C. 24ga Zincalume Head Flashing Pre -Finished "Black" Color Set in Sealant, Attached w/ #12 HWH Screws @16"O.C. 34" Min. 318. Primary and Secondary Sealant not by Northshore 2" +/- (F.V.) - Continuous Sealant 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" O.C. Primary and Secondary Sealant not by Northshore 18" SS Rivets @ 24" O.C., Painted to Match Closure Trim 24ga Zincalume Closure Trim, Pre -Finished "Black" Color Dimension (See Elevations) Section - W2 Window Sill ARCH REF: 24/A10,1 Plan - W1B Outside Corner ARCH REF: None 3'4. F.V. Continuous Sealant Primary and Secondary Sealant not by Northshore 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" O.C. Grace Ultra High Temp Membrane 24ga Zincalume Perforated Cleat, Pre -Finished "Black" Color, Attached wl #10 Wafer Head Screws @ 16" O.C. 24ga Zincalume Sill Flashing Pre -Finished "Black" Color, Set in Sealant 4 Panel Dimen S06 n. 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant 24ga Zincalume Corner Flashing, Pre -Finished Color To Match king Span Panel, Attached w/ 18" SS Rivets @ 24" O.C. Painted to Match Flashing Panel Dimension (See Elevations) Plan - W2 Window Jamb ARCH REF: 25/A10.2 14" Max Panel Dimension (See Elevations) Plan W2 Outside Corner ARCH REF: None 2" +/- . (F.V.) Continuous Sealant 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" O.C. Primary and Secondary Sealant not by Northshore 1e' SS Rivets @ 24" O.C., Painted to Match Sill Flashing 24ga Zincalume Closure Trim, Pre -Finished "Black" Color SO8 ------- 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached w/ 1e" SS Rivets @ 24" O.C. Painted to Match Flashing rn E 14" Max c a it F.V. Section - W2 Door Head ARCH REF: 42/A10.2, Sim 31 /A9.5 Panel Dimension (See Elevations) 812" FV Panel OutsidePlan - W4A Corner ARCH REF45/A102 S07 8.02 Continuous Sealant 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" O.C. 24ga Zincalume Perforated Closure, Pre -Finished "Black" Color, Attached w/ #10 Wafer Head Screws @ 16" O.C. 24ga Zincalume Head Flashing Pre -Finished "Black" Color Set in Sealant, Attached w/ #12 HWH Screws @16"O.C. 34' Min. Primary and Secondary Sealant not by Northshore S13 8.03 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached w/ 18" SS Rivets @ 24" O.C. Painted to Match Flashing Panel Dimension (See Elevations) Panel Dimension (See Elevations) 81z" FV Panel .JAN 3 <'02a r FRMIT CENT). NO DESCRIPTION DATE I INIT.. 1 Fn.,aemnai j0512m9 mmm FPI Submittal IRCPI 0 Scale a a m co 4 m 3 � 5) 0 to Details AS SHOWN 6009 Sheet 9.06 S15 8.04 2 Corner Flashing Beyond 812' FV Panel Panel Dimension (See Elevations) Plan - W4B Outside Corner ARCH REF 33/A10.2 8'2' FV Panel - 24ga Bare Galvanized Corner Flashing ----- Continuous Bead of Sealant --- Notch Karrier Rail as Needed 3 Aluminum Joggle, Color and Thickness to Match Panels, Attached w/ #12 HWH Screws @ 16" O.C. --- 24ga Zincalume Corner Flashing, Pre -Finished 'Black" Color, Attached w/ #12 HWH Screws @ 16" O.C. SO2 Panel Dimension (See Elevations) Plan - W1 Inside Corner ARCH REF. None Panel Dimension (See Elevations) SO4 Plan - W1A to W2 Outside Corner ARCH REF 12/A10.1 Plan - W1A Inside Corner ARCH REF: None S08 8.02 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached wl?a"SS Rivets @ 24" O.C. Painted to Match Flashing Field Trim PS-12 as Necessary, Reuse Panel Leg When Possible 22ga Zincalume Corner Flashing Pre -Finished "Cool Terra Cotta" Color, Attached wl le SS Rivets @ 24" O.C. Painted to Match Flashing 24ga Bare Galvanized Corner Flashing - Continuous Bead of Sealant Notch Karrier Rail as Needed 22ga Zincalume Corner Flashing Pre -Finished "Cool Terra Cotta" Color, Attached WI-y" SS Rivets @ 24" O.C. Painted to Match Flashing Field Trim PS-12 as Necessary, Reuse Panel Leg When Possible 14" Max Panel Dimension (See Elevations) Panel Dimension (See Elevations) 8.01 Plan W1 to W1B Outside Corner 051 / ARCH REF: None -- 24ga Bare Galvanized Corner Flashing -- Continuous Bead of Sealant Notch Karrier Rail as Needed S06 8.02 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant - 24ga Zincalume Corner Flashing, Pre -Finished Color To Match King Span Panel, Attached w/'8" SS Rivets @ 24" O.C. Painted to Match Flashing - .050" Aluminum Closure Trim Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @16"O.C. Plan - W2 Inside Corner ARCH REF None S08 8.02 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached w/ #12 HWH Screws @ 16" O.C. 1316 Panel Dimension (See Elevations) Panel Dimension (Se Panel Dimension (See Elevations) / i1" S13 Plan - W1B to W4A Outside Corner ARCH REF: None 4}4' 8.02 24ga Bare Galvanized Corner Flashing - Continuous Bead of Sealant - 24ga Zincalume Corner Flashing. Pre -Finished Color To Match King Span Panel, Attached wl'e" SS Rivets @ 24" O.C. Painted to Match Flashing .050" Aluminum Closure Trim Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ 16" O.C. 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant - Notch Karrier Rail as Needed Plan - W1 to W1A Inside Corner ARCH REF None SO4 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached w/ #12 HWH Screws @ 16" O.C. 22ga Zincalume Closure Flashing Pre -Finished "Cool Terra Cotta" Color. Attached wl le SS Rivets @ 24" O.C. Painted to Match Flashing 801 DMA 00'SO nel Dimension (See Ele RECEIVER CITY OF 'i l;KW LA JAN 31 2020 PERMIT CENTER NO. I DESCRIPTION DATE INIT m a mom ow om 0< c � m 3 12 to to Details AS SHOWN 6009 9.07 057 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant Notch Karrier Rail as Needed Plan - W1a to W3A Inside Corner ARCH REF 43/A10 2 / SO4 8.01 .050" Aluminum Closure Flashing Pre -Finished "Redwood" Color, Attached w/,8" SS Rivets @ 24" O.C. Painted to Match Flashing S11�, Panel Dimension (See Elevations) 8.01 Field Trim PS-12 as --- Necessary, Reuse Panel Leg When Possible %" SS Rivets @ 24" O.C., Painted to Match Closure Trim 2)2 , 2" / 6 Plan - W1 to W1A Transition 01 -\ ARCH REF None SO2 8.0 Aluminum Starter, Color and Thickness to Match Panels, Attached w/ #12 HWH Screws @ 16" O.C. 22ga Zincalume Closure Trim, Pre -Finished "Cool Terra Cotta" Color. Attached w/ #12 HWH Screws @ Karrier Rails Panel Dimension (See Elevations) 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant Notch Karrier Rail as Needed Plan W1B to W3A Inside Corner ARCH REF None Section - W1B Base at Roof ARCH REF Sim: 1/A4.2 .050" Aluminum Closure Flashing Pre -Finished "Redwood" Color, Attached w/'e' SS Rivets @ 24" O.C. Painted to Match Flashing S11 S05 8.02 Continuous Sealant -- Compressible Foam Closure Aluminum Base Extrusion Attached w/ #23 HWH Screws @ 16" O.C. ----- 24ga SS Flashing Attached w/ #12 HWH screws @ 16" O.C. Counter Flashing and Reglet not by Northshore VARIES 8" MIN. anel Dimension (See Elevations) Plan - W1 B to W4A Inside Corner ARCH REF None 4" F.V. Section - W3A Base at Roof ARCH REF. Sim 1/A4.2 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant Notch Karrier Rail as Needed 8.02 .050" Aluminum Closure Flashing Pre -Finished "Redwood" Color, Attached wl'g" SS Rivets @ 24" O.C. Painted to Match Flashing S13 S10 803 Continuous Sealant Compressible Foam Closure Aluminum Base Extrusion Attached w/ #23 HWH Screws @ 16" O.C. 24ga SS Flashing Attached w/ #12 HWH screws © 16" O.C. .050" Aluminum Base Flashing Pre -Finished "Redwood" Color, Attached w/#12 HWH Screws @ 16" O.C. Set in Sealant Counter Flashing and Reglet not by Northshore 14" Min. Panel Dimension (See Ele 8,03 / a" SS Rivets @ 24" O.C., Painted to Match Closure Trim C6� Panel Dimension (See Elevations) Plan W1B to W3A Transition ARCH REF: None >1/ Max. 4" F.V. 318, S06 - 24 gauge Pre -Finished "Bone White" Color Vertical Joint Flashing - .050" Aluminum Closure Trim Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ 16" O.C. S12 8.03 Continuous Sealant Compressible Foam Closure Aluminum Base Extrusion Attached w/ #23 HWH Screws @ 16" O.C. 24ga SS Flashing Attached wl #12 HWH screws © 16" O.C. .050" Aluminum Base Flashing Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ 16" O.C. Set in Sealant Counter Flashing and Reglet not by Northshore VARIES . VARIES 8" MIN. 8" MIN. Section - W4 Base at Roof 064/ ARCH REF Sim: 1/A4.2 IlECER'Efl CITY Or TUKWILA JAN 31 2020 PERMIT CENTER NO.. DESCRIPTIO 1 Fo,sum DATE NIT 2 Rev 1 CS 201 201 6 9 10 Tukwila Justice Cen N 0 0 Details AS SHOWN �Number 6009 heet 9.08 Gutter not by Northshore --\ 22ga Zincalume Cleat Pre -Finished "Cool -- Terra Cotta" Color Set in Sealant, Attached w/ #12 HWH Screws @ 16" O.C. 22ga Zincalume Fascia Flashing Pre -Finished "Cool Terra Cotta" Color Set in Sealant, Attached wl #12 PH Screws @ 16" O.C. Section - Fascia at Canopy Gutter ARCH REF: 41/A4.2 S07 8.02 - Continuous Sealant 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" O.C. - 24ga Zincalume Perforated Closure, Pre -Finished "Black" Color, Attached w/ #10 Wafer Head Screws @ 16" O.C. 24ga Zincalume Head Flashing Pm -Finished "Black" Color Set in Sealant, Attached w/ #12 HWH Screws @ 16" O.C. ' Min. ----- Continuous Continuous Sealant 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" O.C. 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" O.C. Mechanical Duct not by Northshore Section - W2 Mechanical Duct Penetration ARCH REF: None Section - Fascia at Canopy Eave ARCH REF: 41/A4.2 Section - W3A Mechanical Duct Penetration ARCH REF: None - -- Eave Flashing not by Northshore 22ga Zincalume Cleat Pre -Finished "Cool Terra Cotta" Color Set in Sealant, Attached wl #12 HWH Screws @ 16" O.C. 22ga Zincalume Fascia Flashing Pre -Finished "Cool Terra Cotta" Color Set in Sealant, Attached w/ #12 PH Screws @ 16" O.C. --- Continuous Sealant - 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" O.C. 24ga Zincalume Head Flashing Pre -Finished "Black" Color Set in Sealant, Attached w/ #12 HWH Screws @ 16" O.C. Continuous Sealant -- 24ga Bare Galvanized Closure Flashing Attached wl #12 HWH Screws @ 16" O.C. — 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" O.C. Mechanical Duct not by Northshore Continuous Sealant Primary and Secondary Sealant not by Northshore 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" O.C. .050" Aluminum Sill Flashing Pre -Finished "Matte Black" Color, Set in Sealant ISill R.0 Level 1 - Aluminum Starter, Color and Thickness to Match Panels, Attached w/ #12 HWH Screws @ 16" O.C. .050" Aluminum Base Flashing Pre -Finished "Matte Black" Color, Attached w/ #12 HWH Screws @ 16" O.C. Set in Sealant - 24ga SS Flashing Attached w/ #12 HWH screws @ 16" O.C. Compressible Foam Closure Aluminum Base Extrusion Attached wl #23 HWH Screws @ 16" O.C. Continuous Sealant Cetco Envirosheet Flexible Flashing Section - W1 Window Sill at Grade ARCH REF: 25/A10.1 24ga Bare Galvanized Escutcheon Flashing, Pop Riveted 16" O.C. Dow 795 Sealant Around Ladder Penetration Field Trim as Necessary Plan - W1 B Ladder Penetration ARCH REF: None S06 8.02 / - Continuous Sealant 24ga Zincalume Escutcheon Flashing Pre -Finished to Match Insulated Panel, Pop Riveted 16" O.C. Steel Ladder not by Northshore Section - W1A to W3A Transition ARCH REF: 22/A10.1 24ga Bare Galvanized - Escutcheon Flashing, Pop Riveted 16" O.C. Dow 795 Sealant Around --- Ladder Penetration Field Trim as Necessary Plan - W3A Ladder Penetration ARCH REF: None .050" Aluminum Base Flashing Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ 16" O.C. Set in Sealant -- Continuous Sealant 24ga Zincalume Escutcheon Flashing Pre -Finished to Match Insulated Panel, Pop Riveted 16" O.C. Steel Ladder not by Northshore RECEIVER CITY OF -i I;R W LA JAN 31 2020 PERMIT CENTER For Submittal Details 05312319 111920. AS SHOWN DESCRIPTION Sheet ntie JOb Number Street S01� 8.01 / 24ga Bare Galvanized / Escutcheon Flashing, Pop Riveted 16" O.C. Continuous Sealant Dow 795 Sealant Around Ladder Penetration Light Fixture not by Northshore 414" Field Trim as Necessary Section - W1 Conduit Penetration ARCH REF: None 25/a" +/- (F.V.) 2% +/ ' (F.V.)11 5,4' +/- (F.V.) Section - Window Head at Louver Sill ARCH REF: None Grace Ultra High Temp Membrane Continuous Sealant — Insulation 22ga Zincalume Sill Flashing Pre -Finished "Cool Terra Gotta" Color, Set in Sealant 22ga Zincalume Base Flashing Pre -Finished "Cool Terra Gotta" Color, Attached wt #12 HWH Screws @ 16" O.C. Set in Sealant 2" ti- - Primary and Secondary Sealant not by Northshore 4Y4" ection - W1A Conduit Penetration ARCH REF: None 24ga Bare Galvanized Escutcheon Flashing, Pop Riveted 16" O.C. Continuous Sealant Dow 795 Sealant Around Ladder Penetration Light Fixture not by Northshore Field Trim as Necessary Section - W2 Conduit Penetration ARCH REF: None -- 24ga Bare Galvanized Escutcheon Flashing, Pop Riveted 16" O.C. Continuous Sealant -- Dow 795 Sealant Around Ladder Penetration Light Fixture not by Northshore --- Field Trim as Necessary A -A BUTT PLATE JOINT @ 10'-0 1/4" O.C. 12" (2) CONTINUOUS BEADS OF SEALANT Section - W1A Coping ARCH REF. Sim: 45/A4.2 bV' bDSO Grace Ultra High Temp Membrane ---- Continuous Sealant --- .050" Aluminum Coping, Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ 12" O.C. into Oversized Holes at Backside of Coping - .050" Coping Clip, Attached w/ SS Nails @ 12" O.C. into Blocking Top Of Wall 0 Panel Dimension (See El 7 fEcE1vEn CITY OF TuK.JILA JAN 31 2020 PERMIT CENTER NO. DESCRIPTION DATE INIT. For SubmMal MMIN 2 For SubrnMal CJH 3 11182019 4 5 6 7 10 a m Tukwila Justice Ce Details Scale AS SHOWN Job NUmber 6009 Sheet 9.10 ` Section Trash Enclosure. Oj,� ARCH REF None 3 � p„ Section - Trash Enclosure Gate ARCH REF: None 24ga Head Flashing Pre -Finished "Cool Terra Cotta" Color #12 HWH Tek5 EPDM Washered Screws @ 16" O.C. into Horizontal HSS AEP-Span HR-36 22ga Corrugated Metal Panel Pre -Finished "Cool Terra Gotta" Color Steel HSS By Apex / .. Steel HSS By Apex AEP-Span HR-36 22ga Corrugated Metal Panel Pre -Finished "Cool Terra Cotta" Color #12 HWH Tek5 EPDM Washered Screws @ 16" O.C. into Horizontal Angle / Plan Trash Enclosure Termination ARCH REF None Section - Trash Enclosure Infill Panel ARCH REF None AEP-Span HR-36 22ga Corrugated Metal Panel Pre -Finished "Cool Terra Gotta" Color Steel HSS By Apex #12 HWH Tek5 EPDM Washered Screws @ 16" 0.C. into Horizontal HSS #12 HWH Tek5 Screws @ 16" O.C. into Vertical HSS 24ga Jamb Flashing Pre -Finished "Cool Terra Gotta" Color Steel HSS By Apex #12 HWH Tek5 EPDM Washered Screws @ 16" O.C. into Horizontal Angle 18ga Bare Galvanized Steel Angle AEP-Span HR-36 22ga Corrugated Metal Panel Pre -Finished "Cool Terra Gotta" Color Plan - Trash Enclosure Corner ARCH REF: None Section - Canopy Fascia, Sim at Low Eave ARCH REF: None F.V. 24ga Corner Flashing Pre -Finished "Cool Terra Cotta" Color #12 HWH Tek5 EPDM Washered Screws @ 16" O.C. into Panel High Steel HSS By Apex AEP-Span HR-36 22ga Corrugated Metal Panel Pre -Finished "Cool Terra Cotta" Color Screws @ 16" 0 C into Decking ---- 24ga Fascia Flashing Pre -Finished "Cool Matte Black" Color 24ga Bare Galvanized Cleat Attached w/ Screws @ 16" O C. - Steel HSS By Apex F Plan Trash Enclosure Hinge oU4t\ ARCH REF: None #12 HWH Tek5 EPDM Washered Screws @ 16" O.C. into Horizontal Angle AEP-Span HR-36 22ga Corrugated Metal Panel Pre -Finished "Cool Terra Cotta" Color Hinge not by Northshore ------ 24ga Jamb Flashing Pre -Finished "Cool Terra Cotta" Color #12 HWH Tek5 Screws @ 16" O.C. into Vertical HSS #12 HWH Tek5 EPDM Washered Screws @ 16" O.C. into Horizontal HSS Steel HSS By Apex AEP-Span HR-36 22ga Corrugated Metal Panel Pre -Finished "Cool Terra Gotta" Color F.V. Section - Canopy Gravel Stop ARCH REF None Screws @ 16" 0.C. into Decking 24ga Fascia Flashing Pre -Finished "Cool Matte Black" Color - 24ga Bare Galvanized Cleat Attached w/ Screws @ 16" O.C. Steel HSS By Apex fY Of" A )g'li1 OLONIIMIDINg NO. DESCRIPTION DATE INIT. 2 09.2019 CJH Revl 5 s 10 P_ rclle Details AS SHOWN 6009 Nov IflO TtJ 9.11