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Permit D19-0030 - PLANS - TUKWILA JUSTICE CENTER - NEW CONSTRUCTION
FINAL MATCHLINE SEE J2 C iI4C13 116 NINO 125'-9" BOD 126-91" BOO WFB 24K 287/175 24K 287/175 24K 287/175 24K 287/175 24K 287/175 24K 287/175 24K 287/175 41'-10" CANOPY ROOF JOIST PLACEMENT PLAN PAINT: GREY (REF: S1.0) ammo. 1.mommingmb 1 NN TYP UNO • 7' 04" 14x22 { C6 W16x31 W16x26 W21x62 22'-6" W21 x44 0 0 24K 340/193 W24x62 20K 322/175 5@7'-0i" 2'-1" W24x62 24K 340/193 T W2 14'-6" 7'-04" 2 @ T-0" 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. 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 126'-1 2' BOO (HIGH) �L 7'-4$„ W12x35 TYP UNO 3 @ 6'-0" 18'-0" W16x26 HIGH & LOW ID 1>1 125'-10" BOD @ GRID 9 \I 5'-7' 4 @ 7'-1" 27x84 125'-6" BOD 4@6'-81" 15'-11" ©�_ 0) x N N N x N A- 7' 5i„ 6K 350/208 --- 7'-5i' -7' W18x3 9'-7,. ," 5' 1" r 8'-4" AREA A ROOF JOIST PLACEMENT PLAN PAINT: GREY (REF: S1.3A) TYP UNO LOAD TABLE 1.2K VERT. EQ. (SERVICE) @ 6'-9" (BRACE) 47 1.2K VERT. EQ. (SERVICE) @ 11'-7" (BRACE) n 1.7K VERT. EQ. (SERVICE) © 23'-9", 29'-6", 35'-3" (BRACE) 49 1.7K VERT. EQ. (SERVICE) @ 31'-0" (BRACE) so CASE 1: 1.7K VERT. EQ (STRENGTH) WIFULL DL © 29'-7" (FALL ARREST) CASE 2: 0,3K VERT. EQ (STRENGTH) W./ FULL DL & LL @ 29'-7" (FALL ARREST) 51 1.7K VERT. EQ. (SERVICE) @ 7'-0 -" & 14'-0" (BRACE) 52 10" CO N )c1s W)8z50 (OW _ W18x40 HIGH 0 N N -C14 2'-10" 9'_0„ WFB 22K 348/189-_. 2 54 22K 348/189 J52 22K 348/189 J51 WFB WFB 29'-0" 3'-0" 9'-6" 0 z u.1 F-- MATCHLINE SEE J2 '-0" BOD (HIGH) C5 IN C6 N N x 0 aT C7 12'-0" 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. COLUMN SCHEDULE CALLOUT SIZE C1 W10x26 C2 W10x30 C3 W12x45 C4 W12x50 C5 HSS5x5 C6 HSS5 x5? C7 HSS6x6 C8 HSS7x5 C9 HSS7x7 C10 HSS10x6 C11 HSS4x4 C12 W14X48 C13 W12x96 C14 W12x35 LOAD TABLE 1.7K VERT. EQ. (SERVICE) @ 6'-3" (BRACE) 1 1.7K VERT, EQ. (SERVICE) @ 3'-6" (BRACE) 2 1.7K VERT. EQ. (SERVICE) @ 3'-6" & 35'-0" (BRACE) 3 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) 4 DEFLECTION TL = L/360 LL = L/480 IN LIEU OF TYP 5 DEFLECTION TL = L/480 LL = L/600 IN LIEU OF TYP 6 2.8K LL ON BC © 16'-11" (MOVEABLE PARTITION) 7 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) 8 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) 9 1.2K VERT. EQ. (SERVICE) @ 22'-11" (BRACE) 10 0.3K ADD LOAD @ 6'-2" & 23'-2" (BRACE) 11 1.2K VERT. EQ. (SERVICE) @ 27-2" (BRACE) 12 1.2K VERT. EQ. (SERVICE) @ 15'-9" & 22'-8" (BRACE) 13 1.7K VERT. EQ. (SERVICE) © 15'-11" (BRACE) 14 0 PLF SDL © 30'-10" TO 291 PLF SDL @ RE is 0 PLF SDL @ 30'-10" TO 322 PLF SDL @ RE is 204 PLF SDL © TE TO 0 PLF SDL © 14'-0" 17 189 PLF SDL © TE TO 0 PLF SDL © 14'-0" 18 174 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" 19 174 PLF SDL @ TE TO 36 PLF SDL © 11'-0" THEN 36 PLF SDL @ 11'-0" TO 13'-0" 20 33 PLF SDL FL 21 231 PLF SDL FL 22 211 PLF SDL © TE TO 0 PLF SDL @ 14'-0" 23 106 PLF SDL © TE TO 0 PLF SDL © 14'-0" 24 288 PLF SDL © TE TO 231 PLF SDL @ 2'-0" THEN 231 PLF SDL @ 2'-0" TO RE 25 122 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 26 122 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN 0 PLF SDL @ 20'-0" TO 122 PLF SDL @ RE 27 136 PLF SDL @ TE TO 0 PLF SDL © 9'-0" THEN 0 PLF SDL @ 20'-0" TO 136 PLF SDL @ RE 28 215 PLF SDL @ TE TO 127 PLF SDL © 4'-0" THEN 127 PLF SDL @ 4'-0" TO RE 29 215 PLF SDL © TE TO 16 PLF SDL @ 9'-3" THEN 16 PLF SDL @ 9'-3" TO RE 30 215 PLF SDL @ TE TO 0 PLF SDL @ 10'-0" 31 29 PLF SDL @ TE TO 0 PLF SDL @ 10'-0" 32 126 PLF SDL FL 33 20 PLF SQL FL 34 39 PLF SDL FL 35 9PLF SDL FL 36 114PLF SDL @TETOOPLF SDL @9'-0" 37 128 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" 38 121 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" 39 110 PLF SDL @ TE TO 8 PLF SDL @ 8'-4" THEN 8 PLF SDL @ 8'-4" TO 240 PLF SDL @ RE 40 105 PLF SDL @ TE TO 6 PLF SDL @ 8'-6" THEN 6PLF SDL @8'-6"TO 122 PLF @ RE 41 117 PLF SDL @ TE TO 9 PLF SDL @ 8'-3" THEN 9 PLF SDL @ 8'-3" TO RE 42 223 PLF SDL @ 18'-0" TO RE 43 103 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 44 103 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN 0 PLF SDL @ 27'-4" TO 103 PLF SDL @ RE 45 103 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN 0 PLF SDL @ 11'-6" TO 178 PLF SDL @ RE 46 -Deferred # 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 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 GEC 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 'j /7 - - for Substantial Compljar>be pg _ - SHEET TITLE: JOIST PLACEMENT PLAN JOB No: 9F00299 DRAWING No: J OF TOTAL 2019 ADD. 5 THE CONTRACT DRAWINGS DATE: 3/15 b\c‘ Ott 30 � MATCHL|NESEE J1 � | / | 2'-1^ / r �� ` NOTES: DES|GNCODE- |BC2U15 DEFLECTION - TL= L/18O(UN(}) LL= |L/24U(UNO) L Wl & E(] = SERVICE LINO TYPICAL AXIAL - NONE BEND CHECK 0.1KTIC & BC NET UPLIFT - -36 PLF MECH. EQUIPMENT - NOTED FIRE PROTECTION - UP TO G, INCLUDED IN JOIST DESIGN COLUMNS - SEE COLUMN TABLE DENOTES OSHA TIE END ADO JOIST SELF WEIGHT | 18'-O^ � / 126''1 BOO(HIGH) r `c ` | 15-11" 2'-10^ 113-10"'BOO - ' cl | � � m j68 T67 "cc)K J6G r/9'-O" X / ' r 2'-1U^ / LOAD TABLE �~~�~°-�=�' 1.2KVERT E(�.(SERV|CE)��6'-Q''(BRACE) �r �� [�\ �v1 12KVERT EQ. (SERV|CE)��11'7''(BRACE) � ' 17KVERT.EQ. (SERV|CE)@23''9''.2S''G''.35''3''(BRACE) } | 1 7KVERT� � EC> (SERVICE) 31�O^(BRACE) � F-| � | CASE 1:17KVERT BO�TRENGTH)W�ULLDL��2�7 (FALL ARREST CASE 2:K3KVERT.B](STRENGTH)N0FULL DL&LL@2�7^(FALL ARREST) [�� L�J � � �7-S Q'-G � 28K30S/ 78 2OK32Q 4 m _ MOVEABLE ~-- PARTITION 118�"8DO J85 -- LOW w In vo uD vz -� -� ����&� ~`'^^-'^�� ROOF JOIST PLACEMENT PLAN PAINT: GREY ' '^''`''��'`^-' (REF:S13B) o J83 m 30 | 28K329/190 | I 28K2G2/147 / | 8K2O2/ 47 28R335/22U 50 50 �� ^� VV14x22"�y. ..) VV21x02 I|GM � VV10x40H|GM | THESE PLANS WERE COMPILED FROM DATA PRESENTED (}N CONTRACT DRAWINGS DATED 3/15/2O1gADD. 5 PLEASE ADVISE |FDRAWINGS HAVE BEEN REVISED. | | C) x cz__�_��_' bvu � x m � � � � _ � 1��» B0D H|7H � ---��� MATCHUNESEE J3 0\MATCHL|NESEE J1 � � � JOIST MARKS BEGINNING WITH ^T^ INDICATE COLUMN JOIST PER O.S.H.A.REQUIREMENTS -JOIST TAGGED WITH ANORANGE TAG. THESE JOISTS SHALL BEERECTED PRIOR TOALL OTHER JOISTS. __ N ��A��0�� TABLE =�~�~~_�=~~ 1.7KVERT.EQ. (3ERV|CE)@S'-3"(BRACE) 1 17KVERT.EQ. (SERV|CE)@3'-S^(BRACE) z 17KVERT.EQ. (SERV|CE)@3'-S''&35'-0''(BRACE) 3 CASE 1:2.2KVERI(STRENGTH) (BRACE) C DEFLECTION TL=L/38OLL=L/48U|NLIEU 0FTYP s _ __ DEFLECTION TL=U480LL=USO0|NLIEU DFTYP s 2.8KLLON8C@1S'-11"(MOVEABLE PARTITION) r CASE 1:1JKVERT�EQ(STRENGTH)00FULLDL�b8'-2^(FALL ARREST) - CASE 2:O.3KVER[EO(STRENGTH)00FULL DL&LL@ 6-2^(FALL ARREST) u CASE 1:1JKVERT.EU(STRENGTH)W��� ULLDL1O''11''(FALL ARREST) CASE 2:O.3KVERlEO(STRENGTH)V0FULL DL&LL@18'-11(FALL ARREST) ' 1.2NVERT. EQ. (SERV|CE)@22'-11"(BRACE) 10 0.3KADO LOAD @ 6'-2" &23'-2" (BRACE) 1/ 1.2KVERT. EO, (SERV|CE)@27'-2''(BRACE) 12 1.2KVERT. EQ. (SERVICE) @ 15'-9''&22'-8''(BRACE) 13 1.7KVERT. EO, (SERVICE)@ 15-11"(BRACE) 14 UPLF SOL@3O''10"TO2S1PLF SDL@RE 15 0PLF SDL@3O'-1O"TO322PLF SDL @RE 16 204PLF SDL@TET00PLF SDL@14'-0" 17 189PLF SDL@TETOOPLF SDL@14'-O" 18 174PLF SDL@TETOOPLF SDL@14'-U" 19 174PLF SDL@TET03GPLF SDL@11'-O"THEN 38PLF SDL@11'-O"T013'-U" zo 33PLF SDLFL 21 231PLF SDLFL zz 211 PLF SDL @ TE TO D PLF S[]L @ 14'-0^ nu 1UGPLF SDL@TETD0PLF SDL@14'-O" 24 288PLF SDL@TETD231PLF SDL @2'-O''THEN 231 PLF SDL @ 2'-0"TO RE zs 122PLF SOLTETO0PLFSDLk�8'-8"THEN8PLFS�Lk�8'-6'' - - - T02O'-G''THEN QPLF SOL@2O'-8"T0122PLF SDL@RE zs 122PLF 8OL@TETOOPLF 3DL@S'-O"THEN 0 13GPLF SOL@TETO0PLF SDL@9'-O"THEN 0 215PLF SOL@TET0127PLF SDL@4'-0"THEN 127PLF SDL@4'-O''TDRE ze �15PL�GDL�DTETO18PLF�OL�D8'-3''THEN - - 1 215PLF SDL@TET0OPLF GDL@1U'-O" 31 2QPLF SDL@TE TO0PLF SOL@1O'-D" nz 12SPLF SDLFL � < o 20PLF SOLFL � ' s* 38PLF 8DLFL J 7 � Y ns 9PLF SDLFL ae 114PLF SDL@TETDOPLF SDL@S'-O ar 128PLF SDL@TET0OPLF SOL@S'-O^ 38 121PLF SDL@TETOOPLF SOL@S'-O~ zy 11OPLF GDL@TETO8PLF 8DL@fY~4"THEN 8 1O5PLF SDL@TETOGPLF SDL@O''S"THEN G 117PLF GDL@TET0BPLF SDL@8'-3^THEN 9PLF SDL@8'-3^TORE 42 223 PLF SDL@ 18'-0"TO RE ^n 1O3PLF SDL6DTETO38PLF SDL��5-8^THEN 38PLF 3DL��5''9"TOTO _ 3O'-6"THEN38PLFSDL@3O�G^T01O3PLFSDL ^^ 1U3PLF SDL@TETO0PLF SOL@S'-O"THEN U 103PLF SDL @TETDDPLF SDL@8'-O"THEN UPLF SDL@ 11'-6"TO 178 PLF SDL@ RE 46 VALLE �� ����'I��� � � DECK 2,55 LOmAN LANE FERNLEY, mEVADAo94o 3u,ymAuLTAVE. NORTH FORT Pxvwe4cAaAwA 35967 (xss) 845-2330P*mms ---- ACCREDITED wS CERT.#FA-363 APPROVED FABRICATOR VALLEY JOIST /,^wAPPROVED FABRICATOR INACCORDANCE WITH THE IBC SECTION /"wzmAND THE CBm SECTION n~u,.REVIEW AND APPROVAL OF THESE JOIST PLACEMENT PLANS ACKNOWLEDGES AND ACCEPTS VALLEY JOIST ^o^wAPPROVED FABRICATOR AND WAIVES ALL IN -SHOP AND FIELD SPECIAL INSPECTIONS o+THE MANUFACTURED AND ocuvEnsu JOISTS AND JOIST unomo FOR THIS PROJECT. ^,,xovso FABRICATOR CERTIFICATES WILL osSUPPLIED UPON ncovcST. PROJECT: JUSTICE TICE CENTFR 15045 TKUKWIUA INTERNATIONAL BUVD TUKWIUA WA 98188 CUSTOMER: STEEL ENCOUNTERS. INC. ARCHITECT: DLR GROUP ENGINEER: A. SHEET TITLE: JOIST PLACEMENT PLAN JOB No: DRAWING No: J2 �� OF ��" TOTAL THE CONTRACT DRAWINGS DATE� 3/15/2019 ADD. 5 FINAL MATCHLINE SEE J2 10'-1" 2' 1" 14'-6" P c11 N 14'-0" 18'-0" 113' 11" BOD ( LOW) 11 '-0" BOD (HIGH) C11 f WF WF L. rt 15'-11" 2' 10" 4 @ 5'-8 /" COL W12x14 O O O 0 W12x26 HIGH raW12X16 LOW O O 0 14K 289/168 1 46 4 5' 1" 4 @ 5'-9" 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 4 O 14 C11 C12 W12/(26 HIGH W12x16 LOW 118'-9 1" BOD (HIGH) -1 J85 30K 290/158 J82 40'-1 1" WFB WFB 5 43 45 26K 265/144 (I xl co COLLL W12x35 HIG-I W12x35 LOW h- I� O O O O 3 C12 1W12x3 HIGH W12x35 LOW 5 37 9 37 Cl 44 TYP UNO 18'-0" 2' 10" WFB 40 C12 P ONO 41.-0" 30K 299/158 30K 299/158 V T89 _c1 J86 WFB J86 J 8 6 3'-0' 4 TYP UNO 80 J79 (1 6 9 8 T78 J77 c6 T83 COL 113'-0" BOD (a GRID N LO Co x J82 T81 CO 0.1 37 4 38 J76 J75 42 WFB • C 6 T74 M x cc It ) M x 2 5 2 COL. 1COL WFB - C1 12'-0" AA CO 14K 285/152 J72 20' 0" 14K 285/152 J71 COL \, ,/ x TYP C2 WFB oe UNO 3 30K 363/227 C5 WFB r 34 J73l 4K 339/218 J70 Cln AREA C ROOF JOIST PLACEMENT PLAN PAINT: GREY (REF: S1.3C) 112'-7" B m @ GRID -C1 N ATCHLINE SEE J2 Dick-Ctlio LOAD TABLE 1.2K VERT. EQ. (SERVICE) @ 6'-9" (BRACE) 47 1.2K VERT. EQ. (SERVICE) @ 11'-7" (BRACE) 48 1.7K VERT. EQ. (SERVICE) @ 23'-9", 29'-6", 35'-3" (BRACE) 49 1.7K VERT. EQ. (SERVICE) @ 31'-0" (BRACE) 50 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) 51 1.7K VERT. EQ. (SERVICE) @ 7'-0 " & 14'-0" (BRACE) 52 THESE PLANS WERE COMPILED FROM DATA PRESENTED ON CONTRACT DRAWINGS DATED 3/15/2019 ADD. 5 PLEASE ADVISE IF DRAWINGS HAVE BEEN REVISED. 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) 1 1.7K VERT. EQ. (SERVICE) @ 3'-6" (BRACE) 2 1.7K VERT. EQ. (SERVICE) @ 3'-6" & 35'-0" (BRACE) 3 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) a DEFLECTION TL = L/360 LL = L/480 IN LIEU OF TYP 5 DEFLECTION TL = L/480 LL = L/600 IN LIEU OF TYP 6 2.8K LL ON BC @ 16'-11" (MOVEABLE PARTITION) 7 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) CASE 1: 1.7K VERT. EQ (STRENGTH) W/FULL DL @ 18'-11" (FALL ARREST) CASE 2: 0.3K VERT. EQ (STRENGTH) W1 FULL DL & LL @ 18'-11 (FALL ARREST) 9 1.2K VERT. EQ. (SERVICE) @ 22'-11" (BRACE) 10 0.3K ADD LOAD @ 6'-2" & 23'-2" (BRACE) ii 1.2K VERT. EQ. (SERVICE) @ 27'-2" (BRACE) 12 1.2K VERT. EQ. (SERVICE) @ 15'-9" & 22'-8" (BRACE) 13 1.7K VERT. EQ. (SERVICE) @ 15'-11" (BRACE) 14 0 PLF SDL @ 30'-10" TO 291 PLF SDL @ RE 15 0 PLF SDL @ 30'-10" TO 322 PLF SDL @ RE 16 204 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" 17 189 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" 18 174 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" 19 174 PLF SDL @ TE TO 36 PLF SDL @ 11'-0" THEN 36 PLF SDL @ 11'-0" TO 13'-0" 20 33 PLF SDL FL 21 231 PLF SDL FL 22 211 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" 23 106 PLF SDL @ TE TO 0 PLF SDL @ 14'-0" 24 288 PLF SDL @ TE TO 231 PLF SDL @ 2'-0" THEN 231 PLF SDL @ 2'-0" TO RE 25 122 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 26 122 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN 0 136 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN 0 PLF SDL @ 20'-0" TO 136 PLF SDL @ RE 28 215 PLF SDL @ TE TO 127 PLF SDL @ 4'-0" THEN 127 PLF SDL @ 4'-0" TO RE 29 215 PLF SDL @ TE TO 16 PLF SDL @ 9'-3" THEN 16PLFSDL@9'-3"TORE 30 215 PLF SDL @ TE TO 0 PLF SDL @ 10'-0" 31 29 PLF SDL @ TE TO 0 PLF SDL @ 10'-0" 32 126 PLF SDL FL 33 20 PLF SDL FL 34 39 PLF SDL FL „y 35 9 PLF SDL FL 36 114PLF SDL @TETO0PLF SDL @'=0" 37 128 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" 38 121 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" 39 110 PLF SDL @ TE TO 8 PLF SDL @ 8'-4" THEN 8 PLF SDL @ 8'-4" TO 240 PLF SDL @ RE 40 105 PLF SDL @ TE TO 6 PLF SDL @ 8'-6" THEN 6 PLF SDL @ 8'-6" TO 122 PLF @ RE 41 117 PLF SDL @ TE TO 9 PLF SDL @ 8'-3" THEN 9 PLF SDL @ 8'-3" TO RE 42 223 PLF SDL @ 18'-0" TO RE 43 103 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 44 103 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN 0 PLF SDL @ 27'-4" TO 103 PLF SDL @ RE 45 103 PLF SDL @ TE TO 0 PLF SDL @ 9'-0" THEN 0 PLF SDL @ 11'-6" TO 178 PLF SDL @ RE 46 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 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 1704.22 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 REDDEST. 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 ,'/ch A - - 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 TUKWILA JUSTICE CENTER FINAL PER OSHA: JOISTS 40-0" AND LONGER MUST BE A BOLTED CONNECTION @ BEARING SEAT. TYP 1/8' 2 WFB 21„ 2 X HALF STD, BM. GA. 2 - "46" x 2" SLOTS @ 31/2" GAGE PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. TYP 1/8" 2 2" WFB 3" PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST HAVE A MIN 6x6 (3/4" THICKNESS RECOMMENDED) STABILIZER PLATE FOR ENGAGEMENT OF JOIST BO I I OM CHORD (BCX). @ JOISTS W/ * ONLY HALF STD. BM. GA. 2 - 9/16" x 2" SLOTS @ 31/2" GAGE @ JOISTS W/ * ONLY DO NOT WELD PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. TYP 1 8" 2 1/2" It 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 - 9/16" x 2" SLOTS @ 31/2" GAGE - 2" ± 1" DO NOT WELD JOIST @ WFB REF:11,12/S5.9 REF: - 1 JOIST @ WFB REF: 11/S5.6 REF:- 2 JOIST @ WFB COL REF:5,7/S3.3 REF:RFI 66 3 PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. TYP 2" 1/8" 2 1/2" WFB HALF STD. BM. GA, 2 - 9/16" x 2" SLOTS @ 3Y2" GAGE @ JOISTS W/ * ONLY 1„ — 2-2 PER OSHA: 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 2" ± 1" DO NOT WELD PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. OPP. JOIST WHERE OCCURS 11 COL. 1/8" 2 1/2" TYP 2 - "A" x 2" SLOTS @ 3Y2" GAGE © JOISTS W/ * ONLY // 121" 3" 1„ — 2-2 PER OSHA: 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 —2" ± 1" DO NOT WELD PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. TYF> 1/8" 2 1/2" 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 - 9X6" x 2" SLOTS @ 31/2" GAGE \ 1 — 2-" 2 —2" ± 1" DO NOT WELD JOIST @ WFB REF:1/S5.4 REF: - 4 JOIST @ HSS COL. REF:9/S5.4 REF:- 5 JOIST @ WFB COL REF:5,7/S3.3 REF:RFI 66 6 PER OSHA: JOISTS 40'-0" AND LONGER MUST BE A BOLTED CONNECTION @ BEARING SEAT. TYP 1/8" 2 1/2" WFB 2" HALF STD. BM. GA. 2 - 36" x 2" SLOTS @ 31/2" GAGE PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. .)/ HALF STD. BM. GA. 4 WFB PER OSHA: 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 1/8" 2 1/2" 2 - Vie x 2" SLOTS @ 31/2" GAGE @ JOISTS W/ * ONLY TYP —2" ± 1" 1 2 DO NOT WELD PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @ BEARING SEAT. TYP /8" 2 1/2" WFB 1" HALF STD. BM. GA. 2 - x 2" SLOTS @ 31/2" GAGE @ JOISTS W/ * ONLY PER OSHA: -- 2" ± 1" COLUMN & NEAR COLUMN JOISTS MUST HAVE THICKNESS RECOMMENDED) A MIN 6x6 (3/4 JOIST BOTTOM CHORD (BCX). @ JOISTS W/ * ONLY " STABILIZER PLATE FOR ENGAGEMENT OF DO NOT WELD JOIST @ WFB REF: 1/S5.4 REF:- 7 JOIST TO JOIST @ WFB REF:5/S5.4 REF:- 8 JOIST @ WFB REF:2/S5.8 REF:- 9 ERECTION NOTE: 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 STRUCT. DRAWING / PER STRUCT. V \ DRAWING T = 1/8 FOR K-SERIES Y4 FOR LH-SERIES & JOIST GIRDER L = 11/2 WITH BOLTS IF BOLTS ARE REMOVED (NOT RECOMMENDED) TYPICAL BOLTED CONNECTION OF PANEL POINT • OF POINT LOAD FIELD INSTALLED ANGLE BRACE, EACH SIDE. NOT BY VALLEY 2"x2"x1/4" ADD'L STRUT REQ'D WHEN POINT LOAD EXCEEDS 100# TC & 100# BC OR IS LOCATED MORE THAN 6" FROM PANEL POINT. 3/16" (3) SIDES TYP. OF PANEL POINT ij OF POINT LOAD **ALL FIELD INSTALLED REINFORCING WEBS SHALL BE WELDED USING E70 ELECTRODES TYPICAL JOIST REINFORCEMENT AT CONCENTRATED LOADS REF: N/A TYPE "A" EXTENDED T.C. ANGLES ONLY TCX BL TYPE "E" TYPE "D" EXTENDED T.C. ANGLES AND SEATS SEP „ 23'Pl 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 VIIVALLEY wOIST+DECK 255 LOGAN LANE FERNLEY, NEVADA 89408 (775) 575-7337 PHONE 3019 GAULT AVE. NORTH FORT PAYNE, ALABAMA 35967 (256) 845-2330 PHONE ESJlE gelf7st /AS ACCREDITED IAS CERT. #FA-363 APPROVED FABRICATOR VALLEY JOIST IS AN APPROVED FABRICATOR IN ACCORDANCE 54TH 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, RAM PROJECT: TUKWILA JUSTICE CFNTFR DOUBLE CLICK ADD STREET ADDRESS 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), /-7 - - - - A- - A- - SHEET TITLE: CONNECTION DETAILS JOB No: 9F00299 DRAWING No: J4 OF 8 TOTAL THE CONTRACT DRAWINGS DATE: 3/15/2019 ADD. 5 CC LU I- LU C.) LU 0 5 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. PER OSHA: COLUMN & NEAR COLUMN JOISTS MUST HAV_. A MIN 6x6 (3/4" THICKNESS RECOMMENDED) STABILIZER PLATE FOR ENGAGEMENT OF JOIST BOTTOM CHORD (BCX). @ JOISTS W/ * ONLY 4" 1 8" <TYP 2 - Yr" x 2" SLOTS 3Y," GAGE @ JOISTS W/ * ONLY 2" — 2" ± 1" 2 DO NOT WELD 1 42-" 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' ± 1" 118"2 1/2" TYP 2 - 8 " x 2" SLOTS @ 31/2" GAGE DO NOT WELD JOIST @ WFB COL. REF:4/S5.3 REF:- 10 JOIST @ WFB REF:5/E11052 REF:- 1/8" 1,KTYP OIST WE BEAM <TYP TYP HORIZ BRIDGING SPLICE BRIDGING - SEE PLAN FOR MARK & LOCATION WELDING NOTE: WELD MAY BE TO EITHER SIDE OF ANGLE. TYP. HORIZ. BRIDGING TO BEAM ViakLLEY r DEKC 255 LOGAN LANE FERNLEY, NEVADA 89408 (775) 575-7337 PHONE 3019 GAULT AVE. NORTH FORT PAYNE, ALABAMA 35967 (256) 845-2330 PHONE TYP HORIZ BRIDGING SPLICE 1 JOIST BRIDGING - SEE PLAN FOR MARK & LOCATION WELDING NOTE: WELD MAY BE TO EITHER SIDE OF ANGLE. UPLIFT BRIDGING @ BEAM /14 S ACCREDITED IAS CERT. #FA-363 APPROVED FABRICATOR VA .LEY 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 VA ,LEY 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 DETAILER & DATE CHECKER & DATE A A C. ANGELO 4/17/2019 R. MEYER 7/11/2019 A A SEP 2 3 201 SHEET TITLE: CONNECTION DETAILS JOB No: 9F00299 DRAWING No: J5 OF 8 TOTAL THE CONTRACT DRAWINGS DATE: 3/15/2019 ADD. 5 JUSTICE CENTER ENGINEER: KPFF FINAL BRIDGING NOTES: MATCHLINE SEE J7 t 14 0 0 co EQ 125-9" BOD 126'-9 I" BOD WFB VfiVALLEY vmOIST+DECK WFB 0 GO Lc.): 255 LOGAN LANE FERNLEY, NEVADA 89408 (775) 575-7337 PHONE 3019 GAULT AVE. NORTH FORT PAYNE, ALABAMA 35967 (256) 845-2330 PHONE C5 W14x22 W16x31 aj U- W16x26 W21x62 U- (06 tt L 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 CSC 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. W21x44 W24x62 W24x62 W2 1 x55 EL' 126-1 i" BOD (HIGH) W14x22 cn LID W12x35 EP_ W16x26 HIGH & LOW W27x84 -W16x31 C6 4x22 Loyvi UH3 W18x3 W16x31 I W12x16 125-6" BOD PROJECT: T ONI 5i-L`N co 4 U- W 8x50 LOW W18x40 HIGH WFB WFB WFB WFB re)05 1 ‚Co 131'-0" 0 z w H I IN 4, GD oo MATCHILINE SEE J7 AREA A ROOF PAINT: GREY TUKWILA JUSTICE CENTER 15045 TUKWILA INTERNATIONAL BLVD TUKWILAI, WA 98188 CUSTOMER: STEEL ENCOUNTERS. INC. ARCHITECT: DLR GROUP ENGINEER: KPFF 129.-17 2 BOD BRIDGING PLAN DETAILER & DATE: CHECKER & DATE: CONTINUOUS HORIZONTAL BRDG. — H2 L 11/4" x 11/4" 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" x 11/4" x ,109 UH3 = L 11/2" x1%2" 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 VV01, VV02 = L 11/4" x 11/4" x .109 TYP. SEE PLAN FOR MARK NO. & LOCATION. ic C. ANGELO 4/17/2019 R. MEYER 7/11/2019 t SEP 2 3 2S23 SHEET TITLE: BRIDGING PLAN JOB No: 9F00299 DRAWING No: J6 OF 8 TOTAL THE CONTRACT DRAWINGS DATE: 3/1 5/2019 ADD. 5 cc LU I— z LU LU 0 P 0 D FINAL BRIDGING NOTES: MATCHLINE SEE J8 MATCHLINE SEE J6 125'-9" BOD W14x22 I W21x44 l 126'-1 z" BOD (HIGH) 125'-10" BOD @, GRID 9 W 14x22 LW21 x50 momilimmou— 131' 0" BOD (HIGH) 0 0 V\(14x22-r LOPV Wl8x50 LOW AREA B ROOF PAINT: GREY MATCH INE SEE J8 ATCHLINE SEE J6 BRIDGING PLAN CONTINUOUS HORIZONTAL BRDG. -- H2=L 1%4"x1%4"x.109 H3=L1%Z"x1%?"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=L1%4"x1%4"x.109 UH3=L11/2"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 1 4" x 1 %4" x .109 TYP. SEE PLAN FOR MARK NO. & LOCATION. V//VALLEY JOIST+DECK 255 LOGAN LANE FERNLEY, NEVADA 89408 (775) 575-7337 PHONE 3019 GAULT AVE. NORTH FORT PAYNE, ALABAMA 35967 (256) 845-2330 PHONE IAS CERT. #FA-363 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 711112019 ,i�,h A -- A -- A - - SHEET TITLE: BRIDGING PLAN JOB No: 9F00299 DRAWING No: J7 OF 8 TOTAL THE CONTRACT DRAWINGS DATE: 3/15/2019 ADD. 5 JUSTICE CENTER FINAL BRIDGING NOTES: MATCHLINE SEE J7 WEB _�_ WFB W12j 26 HIGH 112x16 LO WFB CO N x CO MATCHLINE SEE J7 AREA C ROOF PAINT: GREY BRIDGING PLAN CONTINUOUS HORIZONTAL BRDG. - H2 = L 114"x11/4"x.109 H3=L11/2"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=L11/4"x11/4"x.109 UH3=L1%Z"x11/2"x.109 UH5 = L. 1/4"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" x 114" x .109 TYP. SEE PLAN FOR MARK NO. & LOCATION. V//VALLEY JOIST+DECK 255 LOGAN LANE FERNLEY, NEVADA 89408 (775) 575-7337 PHONE 3019 GAULT AVE. NORTH FORT PAYNE, ALABAMA 35967 (256) 845-2330 PHONE Bf. 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 - SHEET TITLE: BRIDGING PLAN JOB No: 9F00299 DRAWING No: J8 OF 8 TOTAL 2019 ADD. 5 THE CONTRACT DRAWINGS DATE CC w I- z w 0 w U_ I— N D 5 PROJECT: SLOW ROOF T O S = 113'-0" 'LVL 2 T.O.S.=99'-4" 'rLVL 1 / Base P 12 CB 02/ 12 CB-02 TOS= 113'-0" LVL 2 T.O.S. = 991-312" LVL 1 / Base PI. 12 CB-02' T.O.S. = 125'-7916" to X T.O.S. = 113'-46g" LVL 2 co N 271-8" 20'-8" 8.3 1-; 2"A n 2\ 15 41kT.O.S.= 99'-312" LVL 1 / Base PI. W18x50 eRe, /9oy�oo W21x62 13 CB02/ OPP. W21x62 e`?2 7� W24x84 'NN1 to X (NJ GRID T \, GRID 9 27'-8" W21x62 14 CB-02- OPP. 16 CB-02, OPP. T.O.S. = 126'-101116" LOW ROOF 112" 2" T.O.S. = 1181-819" LVL 2 15 ,, \ CB-02 ) W14x48 �CB-02; [112" OPP. 2'/ GRID M CORE B RACETM SUPERIOR SEISMIC PERFORMANCE 5789 W. Wells Park Rd. West Jordan, Utah 84081 (801) 280-0701 16 CB-02 OPP. 13'-0" T.O.S. = 125'-6" LOW ROOF to N_ T.O.S. = 113'-0" LVL 2 T.O.S. = 991-312" yik LVL 1 / Base PI. 12.4 201-0" to X NI " LVL 1 / Base PI. GRID M 13 W14x90 (BOXED) /96 !4g2o W16x40 7\� T.O.S. = 99'-312" 12 CB-02 T.O.S. = 113'-1012" LVL 2 T.O.S. = 991-312" LVL 1 / Base Pl. 17 CB-02- to X N_ 23'-0" CB-02O PP. GRID 15 /11, 2" 'SLOW ROOF 13 CB-02 OPP. T.O.S. = 126'-2716" jT.O.S. = 113'-0" LVL 2 14 ; 13 vCB-02/ \CB-02% OPP. 41•T.O.S. = 99'-4" LVL 1 / Base PI. GRID B 12 CB-02 T.O.S. = 1131-812" LVL 2 T.O.S. = 991-312" Ntk LVL 1 / Base PI. © 2019 CoreBrace TM LLC This drawing is proprietary to CoreBrace TM LLC. Not to be duplicated or used without the express written consent of CoreBrace TM LLC. Moreover, CoreBrace TM 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 Ase 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 20'-1" W18x65 W21x111 GRID E 23'-0" 12 CB-02.' OPP. T.O.S. = 125'-312" LOW ROOF T.O.S. = 112'-41 LVL 2 ,T.O.S_ = 991-312" LVL 1 / Base PI. W12x35 co X 14 CB-02, 112 OPP. v 2" GRID 18 Abbreviations Approx Approximate Asc bib bfc Bldg Bm Bot B.P. BRB CB CJP Col Cone Conn do (E) EQ F.Q. Fing 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 14 'CB-02/ Galv Gst Info LVL MAX MIN N&FS Nom PL Req'd Sched SIM Stiff tfb tfc T.O.F. T.O.S. twb TYP UNO CO N X 0 12 CB-02; 20 ' CB-02, T.O.S. = 113'-0" LVL 2 19 \CB02;'' jT.O.S. = 991-4" LVL 1 / Base PI. 3 12 CB-02 23'-4" W12x35 OP m X N GRID A 16.8 T.O.S. = 112'-9916" LVL 2 N X co T.O.S. = 99'-312" `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" Q.9 21x62 7,90� 00 � �p'l W21x62 to X N jT.O.S. = 991-312' LVL 1 / Base Pl. H GRID 1 4 12 CB-02\ OPP. CB-02y T.O.S. = 127'-312' LOW ROOF N X O 23'-11" GRID D CD c� T.O.S. = 113'-51116" LVL 2 9 112 2" T.O.S. = 1251-312" LOW ROOF T.O.S. = 991-312" LVL 1 I Base P1. 14 CB-02;' 22'-2" W14x90 (BOXED) `L• 12, Nc3 GRID 1 18'-9" W16x40 CB-02 OPP. T.O.S. = 991-312" LVL 1 I Base PI. 4 \CB-02; OPP. GRID 13 O M X O SEP 1 3 2019 ri,:":":),1,11 r 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 Y = GROUT THICKNESS = 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## TUKWILA JUSTICE CENTER TUKWILA. WA z 0 I- a- 0 0 FOR APPROVAL w Q 0 to 0 tb 0 0 N w ADDITIONAL NOTES: SEPARATE PERMIT REQUITED FOR, [w1 , Mechanic441 Electrical L71 Pl tmtlint ET Gas Piping City of Tukwila BUILDING DIVISION -Deferred # INDICATES BRB WITH CORE AREA SIZE OF XX inA2 RELATIVE DISTANCE TO TOP OF STEEL (FROM F.F. 0'-0") RELATIVE DISTANCE TO TOP OF BASE (FROM F.F. 0'-0") BRACE MARK IDENTIFICATION ;UL1 CCMPL_I N+CF PPR vF ▪ i- ce coc L to (13 > • C —(f30 • o co • N co tv0 RV(F SHEET TITLE: COREBRACE BRB FRAME ELEVATIONS 1 ONj DRAWN BY: BP CHECKED BY: SCALE: NONE DATE: April 17, 2019 REV 0 PROJECT NUMBER: 4371 SHEET NUMBER: CB-01 °D lq- nv 3 v PROPRIETARY INTERFACE MATERIAL (PIM) PROJECT: EDGE OF GUSSET PL SECTION A -A AT TUBE CORE PLATE GROUT FILL LUG PLATE - SEAL WELD ONLY CASING STEEL CORE A SYM. ABT BUCKLING RESTRAINED BRACE. DETAIL SCALE NTSV A - TYP @ OUTSIDE FACE OF LUG D„.L 4 STEEL CORE 8i TYP @ BOLT PAI I ERN Dwf9 kg ,.. Lyan PLAN VIEW LUG PLATE, TYP WL/2 � / f STEEL CORE LUG PLATE, TYP ELEVATION VIEW FLAT CORE PLATE DETAIL SCALE: NTS��,/ LUG PLATE CASING STEEL CORE, TYPICAL END CONNECTION DETAIL PLAN VIEW SCALE: N NOTES: 1. BOLT HOLES IN LUGS ARE STANDARD HOLES. (dhl YP CASING CAP, EACH END LUG PLATE STEEL CORE TYP,i a _c Lc 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 SHADED REGIONS INDICATE. PROTECTED ZONES BRB PROTECTED ZONES SHALL II INCLUDE THE STEEL CORE AND III CONNECTION ELEMENTS AND SHALL SATISFY THE REQUIREMENTS OF SECTION F4.59 OF THE AISC 341-10. ADDITIONALLY, ATTACHMENTS WHICH PENETRATE THE CASING (SCREWS, PAF, ETC) OR ANY ATTACHMENT SUPPORTING OVER 50 LBS SHALL BE APPROVED BY THE ENGINEER OF RECORD AND I THE BRB MANUFACTURER. SCALE: NTSL` , % NOTE: FLOATING DIM, ---.I NOT Lg,h OVERALL PROCEDURE: CIRCLED NOTES ARE KEYED ON DETAIL. LAYOUT BOTTOM BRACE CONNECTION ON GUSSET. (SEE DETAIL 9) , 2) ESTABLISH UPPER -MOST BOLT -HOLE, LOCATED AT DISTANCE I., FROM LOWER -MOST BOLT -HOLE. �3) LAYOUT UPPER BOLT -HOLE PATTERN SIMILAR TO LOWER BOLT -HOLE PATTERN. (SEE DETAIL 9) GUSSET _LAY _OUT PROCEDURE SCALE. NTS `-/ Caain F,, CB CB -ID EORID Line Grids LNG Mark Qty L 1 Type t,p : -n , in W, - W1 in L.a, - sc La a L< n - c n to D,, D..t # # Lwt, - :a b, n Lyex t",,,r W", 4r A,e K,,, ins K(in K, Py„ (Krre'K,„,) k)p in Max k67 ksi Wt 11011111110ffitill 268. /S 11111111111111610.2500 ® 323 EIREIME011 8.78trissti 8.16 11113111111311111C111111EUREN 084 16112111111311113031111131111111EMINIBMIEIMMICE11 f8081 6000 100 6.00 843 1.41 228 38 A6 t668 2618 C9-6.00 BRB 11 T 6-8.3 1902 250 4i16 203.75 0.2500 726 5.65 ?9.01 582 16.0f 4.00 300 5/.8t 0.75 4.00 h.00 5.82 138 0.99 180fii CB 2 III ® ® lhl 46 98 C83.75 BRB-13 M i-2 1904 t 86 t3ti 6 144.75 0.2500 650 5.30 26.78 4.44 13?7I' 400 300 t0.44 050 300 3.00 4.44 1.3$ 0.84 f24.36 124,3G 5000 0.75 3.75 728 t48 I''"'.6 12415 05.00 CB-8.50 BRB -18 2.4 1906 1 III3 10 0 250 735 7.0J 30.58 6.34 6 0i 400 3.00 8 584 0.76 4 R0 4.(0 6.34 1.38 099 i65.7 165.57 6.500 6.50 973 1.47 247 8 46 2526 CB-2.00 ORB-02 T-S.4 1907 69 t4 6 i34.75 0.2500 6.,50 3.fii 23.28 263 8.78 4.00 3.00 10.i3 0.50 300 3.00 2.63 1.38 084 114.98 114.98 4.00 0.50 200 426 1.53 76 33'(8� 46 883 CB 2 SS.4g 40 870 CB-3.75 BRB/0 1 ® 1908 e 17613fi6 134.?5 ®4 8 0.2500 6.50 5.0 26.78 3.78 4.00 3.00 10.44 0.50 3.00 300 4.44 1.38 0.84 714.36 t1436 5.000 0.75 3�73 1.52 143 SN-M9 908 176 CB-200 8R8-04 a ® 1909 s 2206 168.75 7 7 02590 6.50 3.610 23.28 2.63 878 4. 000 10.13 0.50 3, 000 2.6, 1.38 084 168.98 168.98 4.000 0.50 200 305 i.38 HHH� d6 ii90 CB-3.25 BRB-08 9 G-E ® 14it a 203131tfi i6S.75 ��e 0250 6S0 4.22 26.?8 3A8 78 4.00 3.00 908 0.6 4.90 4.0 ZOS 1.38 084 144.09 127.90 4.333 0.75 325 1.55 ® 76 BAH 1070 17t0 1626 C8-2.000 BR8 7 ® ® 1813 a i9213fi6 160,75 HH® 0.2500 650 323 2328 2.16 8 88 4.0 309 9.66 0.603 300 3.00 2.16 t.36 084 ,41.94 120.8t 4000 0.50 2.OQ B-2.00 BRB .16 12.4-13 1414 298137t6 256.75 0.3125 6.50 3.6t 2178 2.6 8.78 4.00 3A0 0.50 300 3.00 2.63 t.36 0.84 249.98 249.98 4.00 0.50 2.00 G ,I CB-2.00 8R8.2f I 12.413 1915 246 731t6 28d 75 a®® 0.250 6 60 3 61 23 28 2 63 8 78 4 00 3 00 ® 0 50 3 00 3.00 2 63 1 38 0 84 244.98 244.98 4,000 4 0 2.00 I ��® CB-2 00 �0 � �0©©, , ' �E�rE cam:, f r II r r �i }� 3.00 ��� 229.98 229 98 4.00 2 0g 38 �� 46 1460 8.T8 4.00 3.00 10.13 0.50 3.0 3.00 2.63 1.38 0.84 21.5.98 215.98 4.000 0.50 2.00®® CB-2.05 BRB-0 ®®H 1918 a 247 t3li$ 215.75 ®1 0.2 00 6.50 3.53 23,288 ��SSS!! 8 78 4 00 3 00 R 22 0 50 3 00 3 00 2 22 t 38 0.84 195 80 179 5,5 3.00 0 ?5 2 25 36 46 1372 I 111-r ___ - E 0� i��0 :: 294 75 ©Q r I N ��E®y��®�� t�+ 0 84 4.00 r t 1 ®_® 38 46 �tj ®�®®��® 2.00 .-_224 1.26 76 3$._. 46 1592 .._. Sum --7 36933 Ms Portion Onty Max --, 3,1531bs at yield section from WP to W P Factor of corn plate 02500 ��® 1 iiryI � 4�'r, 3.0 � '' 236. 98 4.090 r t I, , I Table of Symbols �IIII 5 I��� ,I 28813/16 ., 3' 256.75 �O 0.2500 ®��;] Imo. t rr ® r 3.017 �� 1 236.99 23698 4.00 1 D 16.8_19 t 1921 1 290 13/i 6 24 x,, tip to tip Lo casing a of OaSing c and p = pipe IL, 4. Section of Lug 0,"L0 of Lug minus Transition (xL) 0, L,,, 258.7, = Length = Length - Gap between = Core extension = Length 4 Thickness = Sme of = Size of = Weld length ' t 7 7 .... from stars of tug trans of Lap on Gusset ,.rare and gusset length out of of Lug within Casing tinci. of lug weld at lug to core at weld at lug to core beyond required at inside 0.2500 lion to end casing 4L) bolt pattern bolt face of lug 650 361 �� of lug transition # 1116ths pattern # if 16ths 8 78 4.0 3.00 e b, Lyle 70i3 0 50 = Typical bolt edge =Distance to start dr _ gative it is ' Length of yielding 300... distance of radius towards core 3_0 from end of w'out allowance 1.38 0.84 first outermost bolt CB hoc toil.) far Cntr Stiffen ?89$ L"y„ W,° t,y Ale K"e K, Py,r Fir ...,238 98 = Yield length Width of = Thickness = Cross sections = Effective = Axial Stiffness = Yield force =' Specmed 4.000 of Gore core at yield of core area Stiffness AOlustment of CB yield stress 0 ' ® - Yielding section of core of BRB (A„ x F,,,_min) range Le = Length of C8 L = Length of Casing = Size 6,, type Type = t = rube (HSS) W, = Width of lug W, = W idih at Reduced Le, = Total Length COREBRACE SCHEDULE BOTTDM SF BRACE CONNECTION TOP OF BRACE CONNECTION Required Wob Doubler PI to Hole Pottom intormatinn Guesel L , BMCoI Flar ot Bm/Col Web 90 Bot V Bet aoi Elo to Too SmlCe1 Web 90 To. Cher A 8ottam End of Bra,, To.End of Brass CB Wt Total GB Got GB -ID # EDR-ID n Line Grttls u Lv19 n laakglallEaMEMIEIIEIIRIIIIMSMII.. ®® NMNIEBEIFIWEMIRIMMMBNIn L., Lye lye We e n Lw L,a 4 in Beam Goi B m Col b„" 4e Wvry form G8-2.00 BR8-12 T 441 2 I'' 4 it it 38 t3 - - - - 5,`tb 31 v4 11 33 13 - - - - - - 168B CB-BA0 BR8-ii T b-8.3 t � +' :U8 17 21 19 - _ - SIi6 33 Sf16 1 35 18 25/4 C6-2.09 8R8.14 M 1-2 2 1903 1 156 15213/16 179 22 516 21 1 5/1b 15 12 17 14 - - - - - - - St6 16 12 2 14 CB.3.75 8Re-13 M 1.2 1 � 5/4 5/i6 23 14 25 - - - - 5'I6 22 5116 5/ 16 266 17 - - - 1245 135/ CB-2.50 BRB-19 E 2.4 2 506 21 ® 5116 it 27 13 - - - 5/1fi 24 5/16 12 26 14 - - - - - - t347 1341 CB-6,50 BR8.18 E 2-4 1111111111.E.1101]l'..6 19 22 21 - - - Sfifi 35 5'16 t7 37 59 - - - 025' - 252E 152E CB-2.00 BRBA2 TS4 2 5116 21 MININIMINEI- - - - 1/4 23 24 14 V16 16 t/4 12 i8 14 - - - - - - - 883 883 Ca-2.00 BRB.02 0.4-0.9 2 596 21 E il4 2;; 24 14 5/16 17 1/4 12 19 14 - - - 883 883 CB .7 BRB.01 TS4 IMMININ=EM5/i6 24 19 26 - - - - - - - - - - '3/8 26 27 18 1170 11I0 CB-5 T5 668,01 34-0.9 1011111110.121115,'16 23 10 25 - '9/8 26 77 18 - 1170 1170 CDA0 BRB-04 N 11111111MMEMI t4 12 23 14 - sli6 14 1/4 f2 10 14 - - - tt92 1192 C8Q.00 BR8.03 N-M i •00' O i/4 14 14 16 - - - 5/16 20 1/4 12 22 14 - - 1249 1249 C84.25 BRB-06 G-E 2 596 31 laillinniEll5/16 15 3ft 17 - - 511E 27 5/16 15 29 fT - 141 1411 C1340 RB/0 IIIMEMEIBIONIUMI 9/16 25 2] 27 5/16 40 7/16 25 42 27 - - - 038" - 3153 3i53 C8-2.00 668-17 12.4-13 2 1913 1 240 49 3,16 188 37 1 6/16 1 14116 1 1/4 3/4 50 61/2 5/8 1,7 8 13/16 6 6/16 5/16 21 Millil - - - - 511E 38 v4 it 42 16 36 114 tt a0 19 - - ta70 1070 CB3.00 8R8.16 124-13 1 ® - - - - i/4 14 1(4 16 f8 18 SH6 t8 ii4 12 23 14 - - 1210 171.0 CB-2,00 8Re-21 8 124/13 t 5/16 21 1 1N 12 1/4 16 14 14 - - - - - 511E 16 1/4 12 18 /4 - - - _ _ 1626 t6'18 CB-1.00 BRB-22 A 13-14 1 5,16 21 1/d 14 it4 12 16 1E - - Sr16 24 1''4 1 26 13 - - - - - 1540 154A CB-2.00 FIRS 5 13 N-i. 2 506 21 EIMMINGEMI /4 11 24 13 - - - - 5118 22 114 12 24 14 - - - - 146p i 460 GB"2.26 BRBA) IIIMME11111 1/4 12 i/4 14 44 t6 - - - 5/16 20 1'4 12 22 14 - - - - - - 1372 1372 C 111=111112111MUMI i/a 13 19 t5 - - - Sfib 27 it4 i1 19 13 - - - - 1803 1883 0B-1,00 8984e 19 J-P 1 1928 1 476 ISO 12,10 264 1 611E 1 14/16 1 1/4 5/8 5c 6 1/2 12 1/2 6 13/16 6 6It0 5/10 2 011.111110.11EMI l4 13 14 /5 - - - 5/16 20 1/4 12 22 II - - 15'BD 1580 CB4.00 86810 18 J-F 1 1920 1 276 16612/16 284 15 1 6/16 114/16 I 1/4 5/8 50 61/2 1/2 1/2 813/16 6 6,16 , 5/16 21 UIIIIIIIIIMIMIMIII /4 13 14 1S - - - - - 51i5 19 1t4 11 21 13 - - - - 1580 1580 GB-2.00 888-20 D 15,8-19 1 1921 1 287 15513(16 286 15 1 6/16 114'16 I 1/4 5/8 50 61/2 12 11'2 61311E 6 61161 5/18 2/ KIIIMEMION tb 12 16 14 - - - - Sne 23 1/4 11 25 13 - - - - 1592 1592 ouur s ruu.nrujrn. urlu. M,q' nwblP Cbunt oo rend. use area, ese , 3E,933 los m TaWo of 5vm401a, uu w„ m, caw rwin:,ro ,e l°rxw„ iv.a Wwe =Wdlh of mane bay workpolnt (WP/to WP = Typical bo t edge distend to = Tlpcknese of Lug We = Minimum sveo. gusset woks to beam lye ' ApPrownaa in xl win width°( gusset rounded up to nearest inch fesO = Doubter ,9e4o t ickness 1 side of web, or 1.2 Haight of frame nay WI to WP g, = Gauge ,8lull from CS of CB f, = Thickness of Stlier01 on Lug L.. = Mmimure length o1 team weld (At V or Choy, e9uat to 1/2 gusset width) trie,I8/noted thickness b ih sides of web. Lee = Lergih od CoreBrace between outermost holes d", = Diameter of boll hole in gusset plate lay = Expected L p of Lug on G.,ssel (as Check Only) W, = Minimum size o gusset weld to column L,,, = Appro9mate maximum h Or of gusset rounded up to nearest inch Loee = Doubler plate length. Where no length is 4os = Lerglh from bp9Om W P io center of bottom boll hole t, = Thickness of gusset Le,,, = Length from center of erection boil holes to etlge of gusset along BRB cenie,bne L,, = Minimum length of mlumn weio erov0etl, tenet to matt height. Fxy = Gusset A572 grade W,..o, = Continuous weld at leg to gusset Wo,w = Doubter plate fillet weld size 9,9 Where no 4, = Total ienSth of Wine (3 Wes of hug including radius of kg, 2 legs per gusset)_ „ at, - Breeden bolt diameter 2e is provnlea use 12 iDWri3li6" minimum) CONNECTION SCHEDULE '2 IN GUSSET LAYOUT PROCEDURE: 0 CIRCLED NOTES ARE KEYED ON DETAIL. (I) ESTABLISH LINE LOCATION OF ERECTION BOLTS ALONG WORK LINE. (2) ESTABLISH BOLT OFFSETS FROM WORK LINE WITH gi. 7/ ESTABLISH EDGE OF GUSSET ALONG WORK LINE (I-tng - Lc WL/2 0 Iv) WL 0 2 x MIN RETURN, GUSSET EDGE WIDTH PERPENDICULAR TO WORK LINE. (e Uft TO BEAM AND/OR T N A /OR COLUMN AND VERIFY ,RE 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(' n SCALE; NTS(, V GENERAL WELDING NOTES: 0 Circllee _-- -- �� d notes are keyed on detail. 1 All welding shall be in accordance with AWS D1,1 (latest edition) and the AWS D1.8 Seismic Supplement using a minimum 70XX electrode. Welding procedures shall be submitted for review and approval. 2 The Welder shall be qualified In accordance with AWS 01.1 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 CA Agency Inspector and CoreBrace upon request. 3 All welding shall be sequenced in a manner That will control distortion and eliminate undue loads or stresses in connections. The Installer shall maintain a welding and sequencing plan for BRB installation available for review. CoreBrace requires alternatingfrom one side to the other side of the welded joint as 1 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 25% of that specified in the drawings and contract documents shall be considered rejectable, CoreBrace shall be noted, and steps shall be taken to document and correct the issue. Indicated LL, length for Wt.., weld is the total length of weld (3 sides of lug Including radius of lug, 2 lugs per gusset). TYP. WP BRB TO GUSSET WELDING PROCEDURE SCALE: NTS``' (STROKE DIM.) AT END CLEARANCE BETWEEN CASING AND GUSSET, TYP. I FOAM BOND BREAKER IS TO BE " CLEAR ON ALL SIDES OF THE BRACE FOR THE PORTION OF THE BRACE THAT EXTENDS DOWN INTO THE SLAB.'', PLAN VIEW MAINTAIN 1- AT SIDE AND 3" AT END CLEARANCE BETWEEN CASING AND CONCRETE, TYP. PROVIDE LOW -DENSITY EXPANDED POLYSTYRENE (BEAD BOARD) 1" THICK AT SIDES AND 3" THICK AT END WHERE BURIED IN CONC, TYP CASING BURIED IN CONCRETE DETAIL (11` SCALE: NTS ,i BRB ENGINEERING DESIGN RESPONSIBILITY IS LIMITED TO THE FOLLOWING: 1. COMPLETE BRB DESIGN BASED 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., GENERAL NOTES: 1. SEE PROJECT DRAWINGS FOR ADDITIONAL INFORMATION 2. CORE PL A36 SPECIAL (Fy RANGE PROVIDED ON COREBRACE SCHEDULE) 3. CASING A500 GR-B OR A53 GR-B 4. LUG PLATE A572 GR 50 5. GUSSET PL AND REPAD PL A572 GR 50 U.N.O, 6. ALL STIFFENERS AND DOUBLER PL TO MATCH BEAM AND COLUMN GRADE. 7, USE ASTM F3125 Gr A490SC/F2280-TC BOLTS. BOLT HOLES IN GUSSET ARE OVERSIZED. 8, CLASS A (TOOL CLEAN) ALL FAYING SURFACES. CONNECTION NOTES: 0 ) CIRCLED NOTES ARE KEYED ON DETAIL. (,1) SEE STRUCTURAL DRAWINGS FOR BEAM CONNECTION, TYP, 2 SEE CONNECTION SCHEDULE FOR CONNECTION DIMENSIONS. 3 SEE COREBRACE SCHEDULE FOR BRB GEOMETRY DIMENSIONS. (a) STIFF PL EA SIDE AS REO'D BY STRUCTURAL DRAWINGS. (12" MINIMUM THICKNESS) (5) FIELD INSTALL STIFF PL AS NECESSARY FOR INSTALLATION OF BRACE. (g) WELD BOTH SIDES. WHERE GUSSET PL IS LONGER THAN REO'D WELD LENGTH, PROVIDE WELD ALONG ENTIRE LENGTH TO WITHIN 9,' OF EDGE OF PL, (7) TOP AND BOTTOM FLANGE LATERAL BRACING AS REQUIRED BY STRUCTURAL DRAWINGS, 8 NOT USED. (9) PROVIDE CONT PL (t8 0 te) MIN THICK, WITH 'et.,„ WELD MIN TAB AND N&FS. cij WEB DOUBLER PLATE AS INDICATED ON CONNECTION SCHEDULE. Cr)) STIFF PL TO EACH SIDE OF GUSSET, WIDTH TO MATCH BEAM FLANGE WIDTH. (tN +!a" MINIMUM THICKNESS) SEE NOTE 5, SEE STRUCTURAL DRAWINGS FOR WELD REQUIREMENTS. /y WELD BOTH SIDES THROUGH BM DEPTH WITH We WELD. IF BRACE ON OPPOSITE SIDE IS SPECIFIED, USE THE LARGER We WELD. CORE BRACETM SUPERIOR SEISMIC PERFORMANCE 5789 W. Wells Park Rd. West Jordan, Utah 84081 (801) 280-0701 P BETWEEN STIFFS 12'. W.P. @ CNTR OF COL & 1/2 ACTUAL BM DEPTH FROM TOP 4 COL CONNECTION AT BRACE TOP (SHOWN AT STRONG AXIS COLUMN) SCALE: NTS` W.P. @ CNTR OF COL & 1/2 ACTUAL BM DEPTH FROM TOP BETWEEN STIFFS 12' P CONNECTION AT BRACE BO (SHOWN AT STRONG AXIS COLUMN) B 7 OM / SCALE: NTS\1 3iitt SEE 6' COL 4 SEE /iJ GROOVE WELD PER AWS DI.8 CLAUSE 4.3 }- - TYP'' d W.P. @ TOP OF BASE PLATE SEE 6 BASE PLATE CONNECTION AT BAS_E_PLATE_____ (SHOWN AT STRONG AXIS COLUMN) SCALE: NT (WP AT TOP OF BASE PLATE) 3 SIDES AT EA SIDE OF GUSSET. 5. 16 CONNECTION AT BRACE TOP (SHOWN AT WEAK AXIS COLUMN) 9 TYP BETWEEN 12'. , STIFFS W.P. @ CNTR OF COL & 112 ACTUAL BM DEPTH FROM TOP STIFF EL 12" MIN, TYP SCALE: NTS SIDE AT EA SIDE OF GUSSET 5 - TYP, SEE 6 BEA SEE -6' W, fa 7 11 STIFF PL'2" MIN, TYP W.P. @ CNTR OF COL & 1/2 ACTUAL BM DEPTH FROM TOP BETWEEN 12 STIFFS 9 TYP CONNECTION AT BRACE BOTTOM (SHOWN AT WEAK AXIS COLUMN) SCALE: NTS SIDES AT EA SIDE OF GUSSET 5. SEE'6` SEE 6 BASE PLATE 90° STIFF PL '2" MIN, TYP W.P. @ TOP OF BASE PLATE CONNECTION AT BASE_PLATE__ r 81 (SHOWN AT WEAK AXIS COLUMN) SCALE NTS1, (WP AT TOP OF BASE PLATE) 7 BEAM TYP 9 BETWEEN 2 STIFFS W.P. @ CNTR OF COL & 1/2 ACTUAL BM DEPTH FROM TOP COL CONNECTION AT TOP AND._BOTTOM ._ a' 1 5, (SHOWN AT STRONG AXIS COLUMN) SCALE: NTS\ / 7 THK STIFF PL N&FS SEE 6 W.P. @ 1/2 ACTUAL BM DEPTH FROM TOP BEAM tz" STIFF BOTH SIDES OF GUSSET SEE 5 CONNECTION AT CHEVRON CONEIG,. SCALE; NT, S,ti!ii P! SEE 6 '2' STIFF BOTH SIDES OF GUSSET SEE 5 11 THK STIFF PL N&FS 7. L„b MIN TYP 50 BEAM W-P, @ 1/2 ACTUAL BM DEPTH FROM TOP CONNECTION AT"V" CONFIG._--scALE:NTs\20/ SEP132 9 TUKWILA JUSTICE CENTER TUKWILA, A. 0 coa. W 0 0 ce W I O r Cal NW LL ADDITIONAL NOTES, W U Z 4 IX 0 LtL CO W a U_ LIJW[t W 6i. 0 W Cia. N r co co D_ L co > C N- O O co co a) O HEET TITLE: REVIEWED FO COREBRACE CODE C OMPIJAN WELDED FLAT LUG BR CE APPROVED AND GUSSET CONNECT ON DETAILS SE) 2,1 2019 DRAWN BY: CHECKED BY: BP MD DATE: April REV #: 0 SCALE: NONE PROJECT NUMBER: 4371 SHEET NUMBER: CB-02 71' Tukwila 4 IIV{{oe N O N (2) aD 0 w cc w rn W.P LINE-.\ CID (n L3X3X 14 kTYP1 BPL 12GA X 5'-2 1 B13001 BEAM HSS6X6X14 L2-12X2-12X14 (TYP} HSS12X2X.250 - L2-12X2-12X11 (TYP) B13002 BEAM HSS12X2X.250 2 INNER FACE OF WALL 9'-0 4'-0 STAIR WIDTH EL +0'-0 LEVEL-1 UP 2y GAP 4'-0 STAIR WIDTH UP 2'-312 DN M13001 ! LM13001 �--M13001 ANGLE ANGLE ANGLE L3X3X14 L3X3X14 L3X3X14 2'-112 2'-112 2'-312 8'-10 CLR. 9'-7 1612 CL OF HANGER r O 14 EQ. TREADS HR1 3006 HANDRAIL MO(?) PL316X1 12 M13003 PL 12GA X 8'-5 1 DET. B (TYP) \<IP (e-±(1/ CINS C co 00 CL OF HANGER we Ow O J Q U2 EMERGENCY ACCESS STAIR S1 ERECTION PLAN( LEVEL-1) PLAN NORTH TRUE NORTH (REF-1/A1.2A,21/A8.1 & 1/S1.3A) TYP — 1g 2"@12 BPL 12GA X 5'-2 12 (4) N C? aD 9 EQ. 0 Co ANGLE L3X3X14 ANGLE L3X3X 14 EXTENTION 412 9'-0 ANGLE r-- L3X3X14' •EL. +13'-6 LEVEL-2 4'-0 2'-0116 2'-0116 91 z BEAM 0 HSS6X6X1 Lu z w �h P co M aD BEAM HSS12X2X.250 STAIR WIDTH 1 TYP 1300 2'-312 2'-112 2'-112 8'-10 DN 2 TYP I EL. +8'-1 12 41 4'-0 STAIR WIDTH MID. LANDING 12 ( TYP -3 12 TYP 3 300 HR13005 GUARDRAIL N 14EQ. TREADS @ 1 \ I \-W.P LINE LANDING PAN PL 12GA X 8'-5 12 DET. B (TYP) 2 300 ANGLE ! P L3X3X 14 (TYP) \-\O+rye 2'-312 CLR. 9'-7 CL OF HANGER HR13003 GUARDRAIL EMERGENCY ACCESS STAIR S1 ERECTION PLAN( LEVEL-2) PLAN NORTH TRUE NORTH (REF-11/A8.1 & 1/S1.3A) PL 12GA X 8'-5 12 r MK:-SEE PLAN HSS6X6X14 SECTION -1 L3X3X14 MK:-SEE PLAN TYP 6r STRINGER - HSS 12X2X.250 HR1 3002 HSS6X6X14 HANDRAIL MK:-SEE PLAN SECTION - 2 CL. OF SPLICE 412 co co CD 9'-0 EL. +0'-0 LEVEL-1 OUTER FACE OF STRINGER/CANERAIL HR13008 CANERAIL 4'-634 2'-71516 EMERGENCY ACCESS CANE RAIL PLAN( LEVEL-1) PLAN NORTH (REF-1/A1.2A,21/A8.1 & 1/S1.3A) HR13004 / HANDRAIL DETAIL A STRINGER HSS12X2X.250 HR13003 GUARDRAIL HSS1-12X1-12X18 ‘Cl‘°° DETAIL P -Deferred # TRUE NORTH AUG 1 4 2019 i4 C�E4 e and Approved F ('r/7 Data REVIE D FUR CODE COMPLIANCE APPROVED AUG 23 2019 City of Tukwila UILDING 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 For Field Use NAV 07/04/2019 A For Approval ABS 06/04/2019 REV. DESCRIPTION BY DATE LUNDAH RONWORKg LI COOPAANY )0 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 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 /\ ( 4 ) ( 2 ) STUD WALL ---\\ HR1 3003 GUARDRAIL HSS1-12X1_12x1 ELL-F)8.-1 12 T.O.LANDING cc w 0I uJi 0 w z 7? 5 z •fcj wU 83 4.-1134 4'-9 CL. OF HANGER M13004 METAL NOSING (15 PLC'S) col LANDING PAN PL 12GA X 8'-5 12 / \ MK:-SEE PLAN HSS12X2X.250 MK:-SEE PLAN L3X3X14 MK:-SEE PLAN W.P r- 3.-11 3'-278 (CL. OF POST) HR1 3002 PIPE PI 1-14SCH40 1111116...1111111111111111111111 CL. OF POST 4'-8 ANDING 6'-3 HR1 3008 CANERAIL HSS1-12X1-12X18 CONC. SLAB - 5.-534 HSS1-12X1-12X18 / POST BASE PLATE PL12X3 X 0'-5 W/(2) 38 0 HILTI KWIK BOLT TZ EXP ANCHOR (W/2-34" EMBEDMENT) DETAIL-1 112 20.-1 3i_21116 (CL. OF POST) = • Orp,c, I LI VII rh al I I 11-1.Al! I DET. 4 (F/S)E13004 (N/S)E13004 (TYP 4 3i_211.16 (CL. OF POST) ( 4 ) 3'-21116 (CL. OF POST) 12 (TYP)E130 4 -NOSING LINE 9 EQ. TREADSi1°=8-3 DET. 21— (0.H)(TYP)E13004 NOSING 12 LINE 9.-218 HSS1-12X1-12X18 (TYP) 14 EQ. TREADS 11" = 12'-10 SECTION - 1 (REF-13/A8. 1) 112 HSS1-12X1-12X18 r POST BASE PLATE PL12X3 X 0'-5 W/(2) 38 0 HILTI KWIK BOLT TZ EXP ANCHOR (W/2-34" EMBEDMENT) SECTION -5 HSS1-12X1-12X 8 POST DET (0.H)E13004 2'-214 1-914 `—W10X12 DET. 5 E130 -W.P 4 M13007 METAL NOSING (10 PLC'S) EL(+)13'-6 Level -2 0 7. I I 7.0 HR1 3004 HANDRAIL PI1-14SCH40 STUD WALL EL(+) 0'-0 LEVEL-1 1-914 BASE PLATE PL12X3 X 0'-6 W/(2) 38 0 HILTI KWIK BOLT TZ EXP ANCHOR (W/2-34" EMBEDMENT) SECTION -6 HSS1-12X1-12X18 POST STUD WALL \ M13004 METAL NOSING (15 PLC'S) 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 34 1-914 CLR. 1.-914 20-1 HR13006 - HANDRAIL PI 1-14SCH40 E13004 CONC. SLAB HR1 3008 - CANERAIL HSS1-12X1-12X '8 \ 4@3.-4=13.-4 (CL. OF POST) (TYP) o4-\\ \ cf-,\ \17.' 12 HR1 3008 HSS HSS1-12X1-12X18 NOSING LINE 14 EQ. TREADS 11" = 12-10 SECTION -2 (REF-13/A8.1) 9.-218 3@3.-0318=9"-058 CL. OF POST p13071 2'-0 (CL. OF POST) 6 2'-0 1134 CL. OF POST) _8_34 DET. 6 E13004 cc HSS6X6X 14 W.P DET. 7 E13004 HSS12X2X.250 6'-3 CL, OF CANERAIL 5.-534 EXP BOLT] 34 2'-778 CL. OF POST HSS1-12X1-12X18-' 5 5 1 4 1 2, 212 CONC, SLAB DET. 1 (TYP)-- 112_ DET. 1 / (TYP)-- SECTION -4 2'-7 8 CL. OF POST 112 SECTION -3 34 12 THK BASE_PL (TYP) CO EL(+)0'-0 I T.O. LANDING I— z w 2 c:) w co 1-0 2 CO EMBEDMENT CO LANDING PAN PL 12GA X 8'-5 12 MK:-SEE PLAN ELL-118'11 12 [T.O.LANDING EL(+) 0.-0 LEVEL-1 EL(+)0'-0 T.O. LANDING REVIEVVED FOR -1 CODE COMPLIANCE APPROVED AUG 23 2019 CityoDIVISION Tukwila BUILDING FOR FIELD USE NOTES: 1.ALL ELEVATION ARE GIVEN FROM FIN. FLOOR EL.1001-0=01-0 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 For Field Use NAV 07/04/2019 A For Approval ABS 06/04/2019 REV. DESCRIPTION BY DATE LUNDAH RoNwoRKs Li cc EST CERTIFIED FABRICATOR 102 SOUTH 100 WEST FRANKLIN, IDAHO 83237 PHONE: (208) 646-2600 FAX: (208) 646-2700 JOB NAME: LOCATION: CONTRACTOR: TUKWILA JUSTICE CENTER 15045 T. I. B. TUKWILA, WA 98188 BN Builders DR. BY: NAV CHK. BY: PRU 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 -^f STUD WALL PL 12GA X 8'-5 12 - MK:-SEE PLAN (2) 4, DET. 10 E13004 7'-2 34 LANDING PAN TO ANGLE r- W 14X22 L3X3X14 MK:-SEE PLAN \ 2"©12 (TYP) 167 4'-3 CL. OF BEAM HSS6X6X 14 HSS12X2X.2r50 t/� MK:-SEE PLAN 6"STUD WALL 834 CL. OF HANGER PL14X2 X 0'-6 - PLATE 3 SIDES ,-_- 5'-4916 STRINGER HSS12X2X.250 ITYPI STRINGER HSS12X2X.250 ITYPJ _. 4'-0 STAIR WIDTH 8'-5 9'-0 GAP 8'-10 CLR. 0 C) TYP 1'-4 4'-0 STAIR WIDTH SECTION- 4 1'-412 4 20'-1 DET. 11 L3X3X 14 E13004 MK:-SEE PLAN SECTION- 1 CL 612 11'-2 HR13001 GRAB RAI L P11-14SCH40 DET. 2 (TYP)E13004 9 EQ. TREADS A_11" = 8'- --(2) LAYERS 58" GWB. -STUD WALL 714 PL1X12 38 X 2'-2 38 PLATE SECTION - 5 (4) - M13007 METAL NOSING (10 PLC'S) 0 W10X12 DET. 9 E13004 2'-814 CSI cO EL(+)13'-6 LEVEL-2 EL(_+)8'-1 12_ T.O.LANDING -14 THK. SHEAR PL. w/(4) 34 0 ASTM F1852 EL(+j0'-0 LEVEL-1 CO N 11 13 PL1X12 38 X 2'-2 38 PLATE HSS3X3X.250 HANGER MK:-SEE PLAN STRINGER HSS12X2X.250 L3X3X14 (TYR)__ - POST TO BEAM 316 F* 9'-0 4I--1 18 CL. OF POST -HR13003 GUARDRAIL HSS1-12X1-12X18 4'-1 18 CL. OF POST HSS1-12X1-12X18 r (TYP) 7 ,r W 14X22 STUD WALL T II L3X3X14 MK:-SEE PLAN STRINGER TO � r;� 2'-10 BEAM/ L2-12X2-12X14 (TYP) 138 14 THK. SHEAR PL. w/(4) 34 0 ASTM F1852 W 14X22 SECTION - 6 HSS1-12POSTX1-12X18 DETAIL 1 212 167 2'-1 12 3 SIDE TYP POST TO BEAM \\, '4V \TYP L3X3X 14 MK:-SEE PLAN 2'-1 12 9'-7 CL. OF HANGER SECTION-2 BASE PLATE PL12X3 X 0'-6 BACK OF ANGLEN 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 12 T.O. LANDING STRINGER HSS 12X2X.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) FACE OF WALL STUD - WALL CO E 7- H R 13005 GUARDRAIL HSS1-12X1-12X18 234 CLR. HR13002 HANDRAIL PI1-14SCH40 DET. 0 DET. 1 (TYP)(O.H.) -- DET. 2 J SECTION-3 W10X12 REVIEWED FOR CODE COMPLIANCE APPROVED AUG,23 2010 City of TUkwUV BUILDING DIVISION FUK AUG 1 4 2019 (_.r:.;°aTEl 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 \ 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 JOB Na- 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 ` '—'�'--'- xx�|*�muu|mu &4K:-SEE ELV. (TYP) ! \ YP) \ | H3S1 12X] 12X10 ' ' -\ � � (TYP \/31oL/ 14THK,PLATE � � � EMBEDM ` \ -CONCRETE OVER 12GA PAN LEVEL-1 METAL NOSING MK:'SEEELV. ` (TYP) ` / | / NOSING LINE CONCRETE OVER -/ 12GA PAN STRINGER - HSS1-12X1'12X10- � � y ^ H8S12>CZX.250 _ ` 4 312 FlEl-Ji|| 1 (REF'12/30.0) G \ SEE ELV. NOSING LINE ' -L4X3X14(SL)J ADHESIVE ANCHOR WITH LONG SLOTTED HOLE PARALLEL TO STRINGER HSS1-12X1-12X18 /1'DSTTO STRINGER -14THK. PLATE r/4THK. PLATE ' \ F1El-&|| 5 (REF'21/A8.2) POS TO STRINGER |/ T[iLAN0NG OEEE&( STRINGER TO BEAM PAN TO ANGLE TYP --LANDING PAN STRINGER TO —n�HSS f�X BEAM DETAIL 10 METAL NOSING NOSING LINE 0 11 STRINGER � METAL NOSING �CONCRETEOVER 12GAPAN '.' \ __ -L1X1X18 (TYP) DETAIL- 2 (REF-32/A8.2) HSS1'12X1'12X18 ,<POSTO T 6 STRINGER 7O0NCRETEOVER 12GA PAN � T.(ILAN0KG GEEELV. \-STRINGER HSS12X2X.250 �-t1THK. PLATE SECTION -6 METAL NOSING IVIK:'SEEELV. \ \` (TYP) _\ \ Fl[�7-�U 1 1 DETAIL ^ ^'^- ' ' /-METALPANS WITH CONCRETE FILL '-STRINGER HSS12X2X.250 METAL NOSING yNK:-SEEELV. (TYP) PLAT PLATE �ClLAN0NG, HSS8XOX14STRINGER TO> BEAM 4 - STRIN5ER LANDING PAN . STRINGER TO\ H3SB^~^`s- >' 10 TYP L2'1 1 14 DETAIL- 7 ---NOSING LINE � CONCRETE OVER 12GA PAN / STRINGER � [lEl-AU 3 (REF'32A81) HANDRAIL P11'14SCH40 HSS1'12X1'12X18- (TfP) POST TU\ 0 212 \ \` _TllLAND|NG SEE ELV. \4THK. PLATE STRINGER BEAM 4 HSS6X6X14-/ HSS1'12X1'12X18 / / RB38-/ HSS12X2X,250 ^ METAL NOSING a L1X1X18-/ HS91'12X1',2X'8 � [���-[&!� z1 `~"_.,^,^_'� �-STRNGER METAL NOSING K4K:'SEEELV. (TYP) NOSING LINE _\ ` 14THK.PLATE / r14THK.PLATE DE7-8`U 9 (REF-21/A8.2) �0-Y{)FTUK���L� AUG 11 4 2019 pER���TCE�TEA l[O.LAND|NG SEE ELV, /STRINGER TO ---~- �EV/EVV��F(�R / CODE COMPL|ANCE APPROVED � City ofTukwil,�i f3kJILDING DIVISION �/��� FIELD Uc%� FOR ^ ' '`-^-`� ~~~^^- NOTES: 1./\LL ELE\//\T|(]N ARE GIVEN FROM FIN. FLOOR EL100'-O=O'-O 2T.[}.S EL INDICATES TOP OF STEEL ELEVATION. 3.E.(].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: For Field Use A For Approval REV. DESCRIPTION NAV 07X04/2019 ABS 06K042019 BY DATE ����T|�|�F� ^��-/ x / n /�-�� /--FABRICATOR JOB NAME: TUKVVLA JUSTICE CENTER LOCATION: 15045T.[B.TUKWILA.VUA 98188 CONTRACTOR: BN Builders DR. BY: CHKBt 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 DESCRIPTION: EMERGENCY STAIR - SEC. &DETAILS E13OO4 /1 18-0 (12 1 I-778 3 HR 14002 HANDRAIL PL1X1 34 HSS14X4X.313 (TYP) 1 14004 ve/ 49 B14001 HSS6X6X.500 13-9 B14002 HSS6X6X.500 13-9 7'-2 B14002 HSS6X6X 500 EL. +110`-10 LANDING M14020 M14076 , BPL14X9 12 / L3X3X14 DN ST 14001 STRINGER [N HSS14X4X.313 NJ \'4t cit 7'-1 UP Ii 6 UP EL. +0'-0 LEVEL-1 6'-0 STAIR WIDTH ir I cr, C 1)02 C.) z 6-0 STAIR WIDTH ST14002 STRINGER HSS14X4X.313 4-3 j2"CONC OVER 2" 21 GAUGE TYPE W STEEL DECK, 4" TOTAL 4'-3 HSS14X4X 313 (i) W H cc 4 I-LI W,P LINE STAFF ACCESS STAIR S2 ERECTION PLAN (LEVELI) PLAN NORTH (REF-22/A8.1 & S1.1B,2/S1.2B) TRUE NORTH (12 9 z-.) 9 co WI cf H N- cl) in HSS4X4X.250 (BELOW) HR 1 4002- HANDRAIL PL1X1 34 HSS4X4X.250 (BELOW) _j (01 0 NI a ST 1 4001 STRINGER HSS14X4X.313 WALL a b (r) t-778 CY) 13-9 W12X14 (LOW) O) HSS6X6X 500 IMP 7'-2 HSS6X6X 500 / EL. +110.-10 / PLATE - - LANDING /- I_HLRix1 14 3 040 6 HSS6X6X.500 DET. 1 6'-0 _ STAIR WIDTH 6-1112 E.O.D 5-11 7-112 CL, OF HANDRAIL 6DN W12X14 EL. +13'-6 LEVEL-2 DET. 5 (@ BOTTOM) DET. 2 (@ TOP) 6'-0 STAIR WIDTH HR 14005 7 HANDRAIL PL1X1 34 C 1 X35 2" CONC OVER 2" 21 GAUGE TYPE / 0 STEEL DECK, 4" TOTAL ST14004 STRINGER HSS14X4X.313 F HR 14008 / HANDRAIL PL1X1 34 $2. HR 1 4007 PLATE PL1X1 34 9 (7, STAFF ACCESS STAIR S2 ERECTION PLAN (LEVEL2) PLAN NORTH TRUE NORTH (REF-22/A8 1 & 2/S1 2B) HR 14004 HANDRAIL PL1X1 34 TYP DETAIL 1 j 11 DETAIL 2 2" CONC OVER 2" 21 GAUGE TYPE 0 STEEL DECK, 4" TOTAL —HSS6X6X.500 \-14 THK. BENT PL. L PRECAST CONC. TREAD (TYP) SECTION -3 212 CL. COL. I /- STRINGER HSS14X4X.313 BPL38X5 X 0-11 716 BENT_PLATE 34 THK, CAP P ,-W12X14 HSS4X4X.250 COL. CAP PL. TO BENT PL. 2 SIDES 41/ DETAIL 5 -Deferred # tf BEAM TO BENT PL. 12" CONC OVER 2" 21 GAUGE TYPE [W STEEL DECK, 4" TOTAL r-PRECAST CONC. TREAD (TYP) r7\, I W.P 14 THK. BENT PL. W12X14--' 38 THK. PL. - 2'-514 1-418 L3X3X 14 SECTION -4 SECTION-6 (REF:-8/S6.0) Revloi7,d and Apr')/fed tor Dot.? AUG 1 2019 E14001 r STRINGER HSS14X4X.313 r HSS6X6X.500 REVIEWED FOR CODE COMPLIANCE APPROVED AUG22, 7019 City of Tukwila LBUILDING DIVISION KEY PLAN FOR FIELD USE NOTES: 1.ALL ELEVATION ARE GIVEN FROM FIN. FLOOR EL. 100'-0 = 01-0 2.TOS EL. INDICATES TOP OF STEEL ELEVATION. 3.E0S INDICATES EDGE OF SLAB. 4.REF. E14002 & E14003 FOR ELEVATION. 5.REF. E14004 FOR DETAIL & SECTION. REF. DWG/SPEC: DEG REF. SPEC. / DWG : WELDS: E70XX A A For Field Use NAV 07/24/19 A For Approval ABS 06/04/2019 REV. DESCRIPTION BY DATE )(-) CERTIFIED FABRICATOR 102 SOUTH 100 WEST FRANKLIN, IDAHO 83237 PHONE: (208) 646-2600 FAX: (208) 646-2700 1)\ci-oo 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: STAFF ACCESS STAIR S2 - LEVEL 1 SHEET NO. REV E14001 ( o ) 1.-111-1 17-3 7@2.-81116 CL. OF PLATE 238 43z. 2.-8 18 243916 19-0 HSS7X7X.625 -\\ Co IC) DET. 1 (TYP) co 1'-0 P FM14016 TENSIONER (TYP) _1134 ( o ) CL. OF POST _EL(±)13'-6 LEVEL-2 CO Co 91 DET. 1 '-1 HR1 4001 HANDRAIL PI 1-14SCH40 M14005 CABLE3Th 0 \ (TYP) RB38 (TYP) DET. 1 E14004 STUD WALL FM14016 TENSIONER (TYP) • • t3,b;21 12 PL34X1 34 (TYP) ST 14001 STRINGER HSS14X4X 313 10 4004 DET. 2 E14004 (TYP) TYP M14016 TENSIONER (TYP) (TYP) CONC. SLAB 19 EQ. TREADS 1'-0 = 19-0 17-3 5©2'-10316=14-278 M 1 4005 PL34X1 34 CABLE316 0 (TYP) (TYP) DET. 1 E14004 HR1400 HANDRAIL PL1X1 34 II 12 ST14002 STRINGER HSS14X4X 313 DET. 2 E14004 (TYP) 19 EQ. TREADS A 1.-0 = 19-0 SECTION-2 (REF-23/A8.1) CL. OF SPLICE HR 1 4006 -\ HANDRAIL PI1-14SCH40 434 W.PJ 2 1 1 .1 6 CL. OF SPLICE 1-3 1'314 SECTION - 1 (REF-23/A8.1) 2'4334 11 HR14002 HANDRAIL PL1X1 34 1\?, / -117, / / --,\--HSS6X6X.500 HSS6X6X.500 DET. 3 E14004 4-11 4'-1 HSS4X4X 250 2-1516 12 EQ. TREADS @ 1-0 = 4'- NOSING LINE 434 M 1 4005 CABLE316 0 (TYP) M14016 TENSIONER (TYP) 17-7, 4" CONC OVER STEEL DECK 5-0 HSS4X4X.250 CONC, FOOTING TYP 16'-314 2 19'-0 14'-8316 HSS6X6X.500 DET. 4 —7- E14004 5'-0 HSS10X6X,625 0 9 EQ. RISERS 0 EL1+)10'-10 T.O.LANDING LEVEL-1 M14016 TENSIONER (TYP) -CONC. SLAB 2" CONC OVER 2" 21 GAUGE TYPE W STEEL DECK, 4" TOTAL HSS6X6X.500 5-0 -HSS4X4X.250 \--CONC. FOOTING HSS6X6X.500 5'-0 It Cr) STUD WALL EL(+ )1 0'-1 0 T.O.LANDING $ EL(+)0'-0 LEVEL-1 N HR1 4001 HANDRAIL PI1-14SCH40 314 (TYP) CL OF SPLICE (TYP) HR1 4003 — HANDRAIL PI1-14SCH40 TYP 8316 78 ' CL OF SPLICE — 8316 011111111.6. 4 5 SECTION-4 HANDRAIL PI1-14SCH40 I— z w 0 w w /SEALANT ALL AROUND ---,.--GROUT OR 1 ANCHORING CEMENT 6'-0 STAIR WIDTH L CONC. SLAB DETAIL 1 4 ( o ) 6 - HR 14004 HANDRAIL PL1X1 34 H R1 4006 HANDRAIL PI 1-14SCH40 <TYP HR1 4007 HANDRAIL PI1-14SCH40 13-2 M 14020 BENT PLATE BPL14-X9 12 4 PL1X1 34 -/ SECTION-3 -STUD WALL CO 6'-0 M14076 L3X3X 14 TYP 1 STAIR WIDTH (TYP) HSS8X6X.250 HANDRAIL PL1X1 34 6 PL34X1 34 M14020 BENT PLATE BPL14X9 12 1-6-v<TYP) -PL1X1 34 1-HSS6X6X.500 SECTION-5 SECTION-6 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 23 201 City of Tukwila BUILDING DIVISION 1 AUG 1 4 2019 CRETE 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 A For Field Use NAV 07/24/19 A For Approval ABS 06/04/2019 REV. DESCRIPTION BY DATE )0 CERTIFIED FABRICATOR 102 SOUTH 100 WEST FRANKLIN, IDAHO 83237 PHONE: (208) 646-2600 FAX: (208) 646-2700 JOB NAME: LOCATION: CONTRACTOR: TUKWILA JUSTICE CENTER 15045 T. I. B. TUKWILA, WA 98188 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: STAFF ACCESS STAIR S2 - ELEVATION SHEET NO. REV E14002 2'-3 52'-10 316 434 678 5 1 (c,) Co EL(±110'-10 TO. LANDING EL(+) 0'-0 LEVEL-1 1 [M14016 / TENSIONER ,/ (TYP) M14005 -\ CABLE316 \ (TYP) 1 9'-0 5_@3'-034=15'-358 CL. OF PLATE HR14008 HANDRAIL PL1X1 34 PL34X1 34 (TYP) 28 CL. OF SPLICE • IIr M14016 -\ TENSIONER \ (TYP) limmumilmsmommuumImmsimmariilmi limmmmmi=ommmoimmmmmilom•N. MIIMIMINN=MINIMMINMEMMINii I iMMIIM=M=M=IIMIIMENIIM=MMIM I IMMIIMMIMII IMMININNIMMINI I INEMEMINI II MEMMMEMINIII MEMINNIMMI=MIIM=MIMMII MINIMMUNIIMM=1 I II NIMIMMINMEIME NIMMII=M1=1.111IM M=MMEMM MIENNEMNIIIMIMMINEH IIMMI1=111•11111 4 J1FUP.A 2'-1516 2'-1516 HR1 4007 A HANDRAIL PI1-14SCH40 -L2-12X2_12x14 (TYP) HSS6X6X.250 HSS4X4X.250 - \ EL(+)0'-0 LEVEL-1 CONC. FOOTING HSS3X3X.250 HSS6X6X.500 12 THK. GUSSET PL. w/ 34 0 A307 ERECTION BOLT DETAIL 1 CONC. FOOTING (REF:- 9/S6.0) 5.-0 4" THK. SLAB SECTION -1 (REF-23/A8.1) HSS6X6X.500 • CO 12 THK, GUSSET PL. w/ 34 0 A307 ERECTION BOLT NS & FS HSS6X6X.500 - HSS6X6X.500 TYP 316 vie M140767 L3X3X 14 4'-1 W.P --HSS3X3X.250 4 \--34 THK. CAP PL. -HSS4X4X.250 DETAIL 2 (REF:- 5/S6,0) I .P '_3 1 4 I 12 DET. 8 E14004 2 LA 4916 STUD WALL -M14016 TENSIONER (TYP) _4EQ. TREADS @ 1.-0 1 l-234 HSS4X4X.250 CONC. FOOTING Co a EL(+)13'-6 a? PLEVEL-2 TI c0 CO DET. 9 cL) E14004 ir) ST1 4004 STRINGER HSS14X4X.313 PL12X3 X 0'-5 w/ 380 HILTI KWIK BOLTS EXPANSION ANCHORS (2"EMBEDMENT) SECTION -4 \--W12)(22 EL(+11 0'-1 0 T.O.LANDING EL(+) 0'-0 LEVEL-1 I _ I DET. 1 Co (r? EL(+)13'-6 LEVEL-2 • • • —M14016 TENSIONER (TYP) M14005 CABLE316 0 (TYP) F HR14005 / HANDRAIL / PL1X1 34 (TYP) PL34X1 34 (TYP) M14016 TENSIONER (TYP) 0 238 CL. OF SPLICE ii TYP 0' -HSS14X4X.313 HSS4X4X.250 7'-2 HSS6X6X.500 \—VB14001 HSS3X3X.250 .P -CONC. FOOTING -W12X14 7 HSS4X4X.250 SECTION -3 (REF:- 4/S1.2B) ' W.P DET. 2 CONC. FOOTING 4" THK. SLAB SECTION-2 (REF-23/A8.1) DET. 7 / El 4004 HSS4X4X.250 EL(+) 0'-0 LEVEL-1 CONC. SLAB CONC. FOOTI j ..EEL.AVplEP RR ODE CO PLIANCE AUG 23 2019 City of Tukwila BUILDING DIVISION HANDRAIL PI 1-14SCH40 -W.P STRINGER HSS14X4X.313 OF 11; AUG 1 4 2019 OEN: iTER FOR FIELD USE NOTES: 1.ALL ELEVATION ARE GIVEN FROM FIN. FLOOR EL. 1001-0 = 01-0 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. / DWG : WELDS: E70XX A For Field Use For Approval NAV ABS 07/24/19 06/04/2019 REV. DESCRIPTION BY DATE (03 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 JOB NO.- 19022 nin RArt< C.1-1ARC4F.S Wit. L BE ACCEPTED WITHOUT PRIOR AUTHORIZATION IN WRITTING FROM LUNDAHL IRONWORKS COMPANY DESCRIPTION: STAFF ACCESS STAIR S2 - ELEVATION SHEET NO. REV E14003 zB C14 (TYP)� 1°"J/' ^ m CABLE 3160- STRINGER � HSS14X4X.313 ,4THK, � V-318 � CABLE31a0 4 -STRINGER HSS14X4X.313 L3X3X12 7 /-L4X3X 1 4(LSV) wY 34 0 H|LT| H|T'RE500SD ADHESIVE ANCHORS (5EK48EDMENT) v/LONG SLOTTED HOLES PARALLEL TOSTRINGER .,LEVEL _Lu� SEE ELV. '--CONC. SLAB ����T|(�hJ-1 ~~`-^°' '~°'" ' (REF-23/A8]) 1-814 1u}38 A 0 118 1 THK. PLATE 14THK . PLATE BENT DETAIL (REF:'7/SU.0) '_3�� .n, 't ., _ T.O.LANDNG SEE ELV. -CONC.OVER STEEL DECK HSS6X6X.580 ERECTION BOLT -HSS6>K6X.500 -CDNC.OVER STEEL DECK -{ | � 12 GAP SIDES � u8THN.PLATE (E/S) ���`T|/�hJ-11 �~��~�''��'` ' ' (REF'11/S8.0) 14 THN. PLATE CONC.0VER- STEEL DECK LEVEL-2 SEE ELV. (TYp) 4 JnTHK. BENT PLATE CONC.DVERSTEEL DECK - T.U.LAND|N8 rmr- - SEEELV. PRECASTTREADS STRINGER DETAIL-2 CA8LE31O0 0Nm� (/ 'P) @ 0%bbb, L3X3X12' (T`/P) / STRINGER � DETAIL (REF:'8/S0.0) , ~ ' ' -- V�! ' / / H8G3X3&25O- 12THK. PLATE / -STRINGER � `-HSS8X6X.250 ���T|{��-1� ~~^-~^''~~'" '^- (REF'1/SG.0) YV.p- PRECAST TREADS (TYP) STRINGER PRECASTTREAO8 L3X3X12- 1 � SEE ELV. 1-314 4� '^ 11 CABLE 3100 -CONC'0VER |/ STEELDECK / DETAIL T.{lLAIN0NGu� ^ SEE ELV. �� `-HSS0X6X5UO -`1-3OTHK.PLATE �14THK. L1 THK. CAP - PLATE (REF:' 10/S6.0) CABLE3150- ^\ � ' � HSS4X4%250 -/ CABLE 31O0- 2'-1510 1 THK. DETAIL (REF:' 10/S8.0) / ^ � CONC, OVER STEEL DECK 7.O.LAND|NG � SEE ELV. 1 34 PRECASTTREADS -L3X3X10 \ (TyP) `-STRINGER HSS14X4X.313 14THK. 1 1 1 (TY1z) ([YP) PRECAST TREADS / ~_ 434 STRINGER 312 --PL34XJ 34 / DETAIL 9 (REF:'0S8.0) � 14THK.PLATE CONC.OVER / STEEL DECK LEVEL-2 / SEE ELV. (TYP) -38THK. BENT -PLATE VV12X14 �-834 34 CABLE 3150 � ' Q \-STRINGER []ETA|L5 (REF:'7/S80) PLAT PL1X1 34 p 1 (STAINLESS STEEL) R838- PRECASTTREADS� L3X3X1x- SECTI{lN-1O (REF-12A\8,2) 8 ) 'HSS14X4X.313 AUG 2,32019 1 THK� PLATE 14THK. BENT -PLATE CONC.OVER STEEL DECK TOLAND|N6 ` ~ SEEELK ~r -HSS8X6X50O '`-38THK.PLATE (E/S) w/340A325 ERECTION BOLT CfT�L��TW�VV|L� AUG 162Oig �ERCj1TCE�TER �<���\�|F�U�� '=^' FIELD USE 1.ALL ELEVATION ARE GIVEN FROM FIN. FLOOR EL. 100'-0 0'-0 2.T]S EL. INDICATES TOP OF STEEL ELEVATION. 3.EOSINDICATES EDGE C]F SLAB. 4.REFER E14001FOR PLAN. REF. DWG/SPEC: DEG REF. SPEC. DWG: WELDS: For Field Use NAV 07/24/19 A REV. For Approval DESCRIPTION ABS BY O6X)4/2O19 DATE N N NR��0~�� �� N_� N�~m_� U ~� 0_~��-�0 0 /no ' "*^��nxo Li ��oo���_� � \ �^���I�|��1 ^��_/�/ n /�_��FABRICATOR JOB NAME: TUKWI[AjUSTKCE CENTER LOCATION: 15045T.1.B.TUKWIi4UVA98188 CONTRACTOR: BN Builders DR. BY: NAV CHK.EY: PRU SCALE:- SEE PLAN DATE:- 06/04/19 JOB NO.- 19022 NO BACK CHARGES WILL BE ACCEPTED WITHOUT PRIOR AUTHORIZATION IN WR|TT|NG FROM LUNOAHL IRONWORKS COMPANY DESCRIPTION: STAIR 82-DETAILS &SECTIONS SHEET NO. REV ��1�D0� ��'���� /\ CIO SOUTH 150TH STREET I 0 SITE ENLARGEMENT PLANS, SEE L1.11 SITE ENLARGEMENT PLAN, SEE L1.12 SITE PLANS SOUTH, SEE L1.01, L4.01 L5.01 20' 40' 80' 1". 40'-0" - SITE PLANS NORTH, SEE L1.02, L4.02 L5.02 ABBREVIATIONS 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: Cam' 1:hanica c*i City of Tukwila LDING DIVISION AN5, MOVED n dan Made to those ans wFLhout approval from the Planning Division of DCD REVIEWED FOR CODE COMPLIANCE. APPROVED AIN202019 City of Tukwila BUILDING DIVISION' PERMi'T CEN'T"-;:. oc m Lam C C (3' fine c nummil CI) co PERMIT SUBMITTAL ALL RIGHTS ©2019, DLR Gr w 0 DRAWING PACKAGE #2 Issue Date - 01.21.19 Revisions 1 02.08.19 - ADD-1 02. 1819 -ADD-2 031519 - ADD-S 0524 19 - REV-1 73-17158.00 SITE OVERVIEW PLAN Approved DT tare . ‘o,'2- --jq sLctw c QO30 LO.O1 74, E 2)) TYPT, SOUTH 150TH STREET1' PA 1 I ; ) - , 1 f 4 A4) TYP -( C9 ) TYP , A5 ) ,,, (E2 ) TYP , 4 C3) TYP 1 C8) TYP , { 4 ) TYP 7 A4 TYP ( E2 ) TYP , ( C9 ) TYP 6-- A5 ) 7-4 2 ) (--( E2 ) TYP ---- 04 ) ,;—/ 6 ) TYP (-H 5 i TYP ' f „ , , MATCHLINE: SEE SHEET L1.02 / 1.— ...../.. — / i I 7 -----7 - i m...a__ _ ipi. _ „...m... 7 / 1 / I 115Lit/ II / / I // 1 I / 1 / / ,' , i / I / l I .,/,--1 I , / / I 11 ,PA IDA 1-2-3—A' r(--- 4%•10%, i PA I/ 44T; ; --x- ---x SITE ENLARGEMENT PLAN, SEE L1.12 04 E2)TYP (C4 ( 2* TYP A3) TYP (A2 /6,6s (C2: TYP Cl TYP 67- (A5) TYP - 6C 7) PA -H MEET AND MATCH MILITARY ROAD PLANS, TYP EM 5 SWA PA PA 16) 2 - STACKED) (A7) 466 (Al) --' -KC2) 6-4E2) TYP A4 ) 12 PA - — S AS C2) ---(C5) • PA PA j---602) 7-- TYP (C7 PA SITE ENLARGEMENT PLANS, SEE L1.11 0 1020' 1" = 20'-0" 40' cn) 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 CD CD CD 0 0 0 0 ® 0 OCDCD000® 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 P111/17,:i717/,//111/) CITY OF TUK-,,:\,-1.LA ER REVIEWED FORS "DE COMPLIANCE APPROVED jUN 2 2019 City of Tukwiia AWING DIVISION tecture Engineering Planning In 03 © 2019. DLR Group inc., a Washington corporation, ALL RIGHTS RE C C SWIFTCOMPANY Ea' 1.1.1 F— LU L1J F- 1.5 PERMIT SUBMITTAL -o To 0 (11 C a) co c — co co 0) ci "-§ 0 -)e Lr) DRAWING PACKAGE #2 Issue Date - 01.21.19 Revisions 1 02 08 19 / ADD-1 2 02 18 19 / ADD/2 5 03 15 19 - ADDS 12 05 24 19 - REV-1 73-17158-00 SITE MATERIALS AND LAYOUT PLAN - SOUTH L1.01 a r 0 10 -0" 5'-0" TYP in cL 0 10 SOUTH 150TH STREET - EASEMENT - PARKS & AREA // RECREATION STORAGE. 1 LOCATION AND SIZE TBD PA PA E2) TYP C7) TYP c 1i 5'-0" TYP J# /C8 N (2) X X X 6'-0" 6'-0" 6-0" PA 0 (C6) lA� PA PA a -(C9) TYP 5'-0" (E2 j TYP CONNECT SIDEWALK TO BLDG ENTRY, SEE CIVIL, VIF MATCHLINE: SEE SHEET L1.01 4) TYP 5T TYP 1 E2TYP -{C7) TYP 14) - EXISTING TREE TO REMAIN & PROTECT, SEE CIVIL \� — EXISTING TREE TO 0 REMAIN & PROTECT, QQ SEE CIVIL •�/ Q �Cl4-C 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. 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 O 0 O 0 14 15 18 PROPERTY LINE PEDESTRIAN CONC PAVEMENT TYPE 1, SEE 01/L8.01 EXPANSION JOINT AND CONTROL JOINT, SEE 03/L8.01 SCORE JOINT POROUS PAVEMENT, SEE 04/L8.01 REMOVABLE BOLLARD, SEE 06/L8.01 REMOVABLE POST FOR BASKETBALL HOOP, SEE 10/L8.01 ASPHALT PAVEMENT, SEE CIVIL VEHICULAR CONC PAVEMENT, SEE CIVIL CURB, SEE CIVIL BIORETENTION CELL, SEE CIVIL UTILITY, SEE CIVIL DRAIN, SEE CIVIL COURTESY CURB, SEE CIVIL DRIVE ENTRY, SEE CIVIL SECURITY GATE, SEE ARCH SITE LIGHTING, SEE ELECT REVIE D FOR CODE CO PLIANCE APPROVED JUN 2 8 2019 City of Tukwila BUILDING DIVISION ttachment No. p m 0 DRAWING PACKAGE #2 Issue Date- 01.21.19 Revisions 73-17158-00 SITE MATERIALS AND LAYOUT PLAN - NORTH 40' ED A ALIGN PAVEMENT - JTS TO WINDOW MULLIONS, TYP AA 5 4 2 3.8 TYP TYP F E C B A AA MATCHLINE: SEE 01/L1.11 02 FRONT PLAZA ENLARGEMENT -0 TYP C3 TYP TYP OTYP 1. SEE L1.02 FOR SITE MATERIALS AND LAYOUT NOTES MATERIALS LEGEND v rn ttn - w N D 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 REVIE D FOR CODE COMPLIANCE APPROVED SUN 2t:2019 City of Tukwila UILDING DIVISION DRAWING PACKAGE #2 Issue Date - 01.21.19 Revisions 1 02.08-19 -ADD-1 2 0218.19-ADD-2 5 031519-ADD-5 12 0524.19-REV-1 73-17158-00 SITE ENLARGEMENT PLAN - FRONT ENTRY AND FRONT PLAZA 01 FRONT ENTRY ENLARGEMENT SCALE: 1" = 10' 0 5' 10' tit 1iI!III 1" = 10'-0" 20' (1:) SCALE: 1" = 10' 0 5' 10' i it 1" = 10'-0" 20' cp L1.11 PA TYP E2 TYP PA CC TYP TYP TYP TYP TYP TYP BB TYP 5'-9 1 /2i" 'x f —X X X < -i - 4" co TYP 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 1" = 10'-0„ MATERIALS LEGEND 0 rn 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 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 5' 10' 20'(T) i REVIE ;D FOR CODE COMPLIANCE APPROVED UN 2.32E09 City of Tukwila BUILDING DIVISION ALL RIGHTS RESE Architecture Engineering PI SW I FTCO PERMIT SUBMITTAL DRAWING PACKAGE #2 Issue Date - 01.21.19 Revisions 02.08.19 - ADD-1 2 0218.19-ADD-2 5 03.15.19-ADD-5 12 05.24.19-REV-1 73-17158-00 SITE ENLARGEMENT PLAN - BACKYARD L1.12 SOIL CELLS, SEE L8.22, TYP g'-11" 6'-7" TYP 1 CED DEO 9'-11" 38 COR KEL 11 COR KEL 11 COR KEL 11 COR KEL 31 COR KEL 6'-7" 1 TIL DEG TYP 11 COR KEL II 11 COR KEL 11 11 COR KEL 31 COR KEL 49 LON P'I_ o mrake 0443 0411/410 >\\LII 4' eko 27 COR KE:L-- 2 CLA KEN CI A KEN 8 LON PIL 18 LON PIL 4 LON PIL 16 LO PIL 11 COR KEL 11 COR KEL 21 COR KEL 101-4," ✓`�rl.�.ii\\\"\\� 1 CED DEO 4 PAR PER ( ) T) TRANSFORMER, SEE ELECT 37 COR KEL ///0/II 5 COR WES 105 JUN CAR 60 IRI VER 156 JUN CAR DRAIN, TYP, SEE CIVIL 3 TIL DEG 1 TIL SH3 1 CED DEO 1 TIL DEG DRAIN, TYP, SEE CIVIL 20 LON PIL 14 LON PIL 10 LON PIL 2 CED DE 36 TAX DEN 5'-0" TYP 2 COR EDD 36 GAU SHA 5 CHA GRA 12 LON PIL 25 ice` 30'-0" TYP 1TILU 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 1ST' T Yp' 111 JUN CAR 32„IRI VER AGR� MATCH NE: SEE SHEET L5.02 --' ROOJT--B RIER IN ROW PLANTING AREA, TYP, SEE SPECS SOUTH 150TH STREET A KEN 81 POL MU 63 GAU SH 1 TIL SH3 35 LON PIL 10-1ONP 3 BET DUR 65 POL MU 51 TAX DEN 25 GAU SH 13 ROS OFF 27 GAU SHA 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 UTILITY, TYP, SEE CIVIL 25'-0" 10 LON PILZ ' 10RO$ OFF,' 191LO)\I-PIL 17 LON PIL 10 ACE ARM 3 LIR TUL 13 LON PIL 10 LON PIL 9 RCS 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 12 LON PIL ,zJ MMO 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. 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 CONSUCTION. 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 DEPTH OF AT LEAST 12 INCHES. REVIE D FOR CODE CO PLIANCE APPROVED JUN 2 8 2IJIY City of Tukwila BUILDING DIVISION w F- z w U w U F- U) —J F- —J F- F- CO F- 2 W a_ DRAWING PACKAGE #2 Issue Date - 01.21.19 Revisions 1 12 02.08.19 - ADD-1 02.18.19 -ADD-2 03.1519-ADD-5 05.24.19 - REV-1 73-17158-00 PLANTING PLAN - SOUTH 0 10' 20' 1" = 20'-0" L5.01 1 PAR PER- 1 TIL DEG 80 GAU SH 11'-0" 2 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 7'-5" 4'-4" PO 43eNt241 .96 OA. •0 4 000211 CS', k +a Villat . Plaillinguacials071#'10 7 1Y • whi. Angusgo 7 WO ad IF 30'-0" TYP 1 CED DEO 42 GAU SH 18'-0" TYP DRAIN, TYP, SEE CIVIL UTILITY, TY SEE CIVIL 1 TIL DEG 11'-0" 26 -0 3 BET DUR 5'-4" 1 CED DEO 1 TIL DEG 1 TIL DEG a_ ›- 18'-4" TYP 6 PAR PER 87 GAU SHA 1 TIL 13 POL MUN 17 LON PIL 25 LON PIL 2 CLA KEN 59 GAU 1 TIL SH3 7'-3" 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 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 PLANTING NOTES: 1. SEE L5.01 FOR PLANTING NOTES REVEWEDFORl CODE COMPLIANCE APPROVED 5 JUN 2 Z019 City of Tukwila IL3UILDING DIVISION PEEP EPEE CET YOFTLiK El 1 0 0) Architecture Engineering Planning 2019, DLR Group inc., a Washington corporation, ALL RIGHTS RES SWIFTCOMPANYLLC 0 E F2 a w H w 0 0 < 2 cc Fr, I-- 'au. z DRAWING PACKAGE #2 Issue Date - 01.21.19 Revisions 1 02 08 19 - ADD-1 2 02 1819 - ADD-2 5 0315 19 - ADD-5 12 0524 19 - REV-1 73-17158-00 PLANTING PLAN - NORTH MATCHLINE: SEE SHEET L5.01 0 10' 20' 1" = 20'-0" 40' ED P E l T C E TE A L5.02 1 2 \ ° � PLANT SCHEDULE l � @ ° � + \ ) CODE QTY BOTANICAL NAME COMMONNAME CONT CAL ACEARM 13 BET DUR 0 CEDDE(} COREDID 2 COR WE3 20 G|NB|L 1 L|RTUL PAR PER 23 T|LOEG 17 Acermbmm'Armstmng' Armstrong Red Maple B&B 3"Ca| Charnaecyparisobtuee'Gnaci|is' Slender Hinoki Cypress MIN. 12` HT C|ednaatiskantukea AnlehcenYe|kovvvvood B&B 3"Cm| Co,nusnuttaUii'Eddie'sWhite Wonder' Eddie`oWhite Wonder Dogwood B&8.2"Cal. Corylus cornuta Western Hazelnut B&B Ginkgo biloba 'Princeton Sentry' Princeton Sentry Ginkgo B&B 2"Cal, Mubistem Lirkodendron tu|ipifena 'Faodokahunn' Tulip Tree B & B 3" Cal Tiiia condaLa 'De Groot' De Groot LdUe|eofLinden B & B 3^ Cal T|LSH3 5 7l|iatnnomntnse'8hashmzann` Linden B&B 0"Ce SHRUBS CODE QTY BOTANICAL COMMONNAME CONT SIZE COR ACT 125 Cornuesbo|onifera 'Arctic Fire' Arctic Fine Dogwood #3 CC>NT D CORKEL 440A Cornuseto|oniferm'Ke|ueyi' Kelsey Dogwood #2CC)NT {] GAU8HA OS Gaulthahaoha|km Sa|a| #3CONT « JUN CAR 432 Junuuehenuia Slender Rush #1 [ONT 0 LONP|L 78 Lonicem pileata Privet e #3CONT POL MUN 425 A Polystichurn muniturn Western Sword Fern #3 CONT GROUND COVERS � QTY BOTANICAL C��K8{)NNA�E SPACING 6.734 Bioavva|ePlant Mix 12"o.o. 14.107,M Fnagohachi|oencio Beach Strawberry 12"o.c. Common Periwinkle 12" o.c. PLANT K8&������k �J�T�c�' ' �° `'. ' MATERIAL ^-'~'` `°- NOTES: �-^^' 1. PLANT MATERIALS AND INSTALLATION SHALL BE|N ACCORDANCE WITH CITY OFTUKWiL4STANDARD SPECIFICATIONS. 2. PER TNC18.G2.0S0.SHRUBS SHALL BE AT LEAST 18 INCHES |NHEIGHT AND FULL AND BUSHY ATTIME OF PLANTING. PLANTS SHALL MEET THE AMER|CAN STANDARD FOR NURSERY PLANT STOCK AND SHALL BEHEALTHY, VIGOROUS, AND WELL -FORMED WITH WELL -DEVELOPED FIBROUS ROOT SYSTEMS, FREE FROM DEAD BRANCHES {}RROOTS. PLANTS SHALL BE FREE FROM DAMAGE CAUSED BYTEMPERATURE EXTREMES, PREPLANT|NG(]RON-SITE STORAGE LACK C)FOREXCESS MOISTURE, INSECTS, DISEASE, AND MECHANICAL INJURY. PLANTS |NLEAF SHALL BEWELL FOLIATED AND OFGOOD COLOR. PLANTS SHALL BE HABITUATED T(]OUTDOOR ENVIRONMENTAL CONDITIONS. RB/|E CODE CO APPM �� ���DF(}R����� K�PLb�NCE |OVE[} U � 0HN City ofTukwila ��ILDING DIVISION, R E CBvED C[TYCJFTUKVV|LA �EQ���T�LwlE� re Engineering Planning � ° 0 2019, DLR Group inc., a Washington corporation, ALL R SWI FTCOM PA N Yac TUKWILA JUSTICE CENTER 73-17158-00 PLANT SCHEDULE {� R[S[>FF 145 RoSnnahnumofficina|ia Rosemary #3C(JNT my TAX DEN 94 Toxusxmedia 'DanaUonnie' Dense Yew #3CONT U8��� 8 ��~ U U TRAVEL DISTANCE PATH DESCRIPTION EGRESS DISTANCE COMMON PATH OF EGRESS 39' -1 1/4 REMAINING TRAVEL DISTANCE 35' - 5 3/4" 74'-7"_ B COMMON PATH OF EGRESS BB REMAINING TRAVEL DISTANCE 56' - 4 1/2" 64'-01/2" 120'-5" COMMON PATH OF EGRESS 58' - 11 3/4" CC REMAINING TRAVEL DISTANCE , 45' - 0" 103' - 11 3/4" D COMMON PATH OF EGRESS 55' - 9" DD REMAINING TRAVEL DISTANCE 45 - 0" 100'-9" E ICOMMON PATH OF EGRESS 44' -1" EE REMAINING TRAVEL DISTANCE 67" - 5 1/2" 111' - 61/2" F COMMON PATH OF EGRESS 62' - 5" FF REMAINING TRAVEL DISTANCE 55' - 5" 117' - 10" G COMMON PATH OF EGRESS 77' - 0 3/4" GG REMAINING TRAVEL DISTANCE I80' - 8" 157' - 8 3/4" COMMON PATH OF EGRESS 61' - 4 1/4" HH REMAINING TRAVEL DISTANCE 94'- 10 1/4" 156' - 21/2 COMMON PATH OF EGRESS 40' - 8" REMAINING TRAVEL DISTANCE 188' - 71/4" 229' - 3 1/4" K ( COMMON PATH OF EGRESS KK REMAINING TRAVEL DISTANCE 147'-101/4" 207' - 3 1/4" EXIT 7: DOOR # A148, A153 PROVIDED WIDTH 42" EA. CHEMICAL 1 71 SF EXIT 10: DOOR # C136, C139 14 PROVIDED WIDTH 36" EA. 240 EXIT 9: DOOR # C120 PROVIDED WIDTH 36" EA. NMI 240 VESTIBULE INMATE ADA NON -CONTACT VISITING 41 SF INMATE NON -CONTACT EXIT 11: VISITING DOOR # C103 PROVIDED WIDTH 36" 40 SF • 1 HOLDING 'FEC GROUP-STGROU? 447SF HOLDING I HOLDING I 1r 99 6 i Cie Ier 115 SF SF ELECTRICAL 211 SF 1 -FP MECH 1 84 SF TAFF 1EMERGENCY ELECTRICAL STAFF I 1 19 OVERALL FIRST FLOOR 32341 SF EXIT 8: DOOR # B119.1, 8119.2 PROVIDED WIDTH 72" EA. VESTIBULE — CHAMBERS I150SF PRO TEM I 2 1 1 123 SF .-2- 5 SF wQ EE- COURTS OPEN OFFICE l__1p 963 SF J-P COURTS E26 1009 SF TAFF Adhk U N 8 9 8 9 �ASSEMBLY °a FIXED SEATS( 14 ADA SPACES I _ 8 9 8 9 ROOM 2 124 SF IDF 104 SF JURY L_12 175 SF URY COPY J 71 SF PROBATION MANAGER INTERVIE TERVIE 1 127 SF 89SF 87 SF F 97 SF INT INT N 1 L 1 64 S 86SF BLIC WC PROBATION LOBBY 4_1 I 2 I 358 SF 164 SF FEC 1 WC UBLIC CIRCULATIO RECEPTI rF 344 SF BREAK AREA 722 SF EXIT 6: DOOR # A132. A133 PROVIDED WIDTH 72" EA. 480 LARGE EVIDENCE L �'.1 118 SF • K9 349 SF 240 AT& CDU GEAR 1 223 SF T FFIC FI S r 1 EQUIPMEN 61 SF 421SF ARMORY 215 SF STIBU 62 480 IFLE/GU LEANING I 1 I 124 SF 019 HARGING L 2 131 SF Y BAGS 480 EOC W.S. 14 327 SF EEC MANAGE 2 149 SF LOUNGE 87 SF WELLNESS 84 F CIRCULATION - FEC-1 WC BRIEFING 647 SF1 EVIDENCE LAB �10 2SF1 01 VIDENCE I 9 I 2473 SF EVIDENCE LOCKERS 1452 S DA SHOWE UIET ROOM 1 1 92 SF 3GT MEETIN ROOM L2 134 SF COPY 1 I 1 I 59 SF VI 61 SF • aD -PATROL COMMAND L� 119 SF z 0 PROBATION STORAGE 136 SF COURTS STORAGE 0 SF SMALL CONFERENCE r 2 1 152 SF FEEOCULATION CC/DD COMMS/CONF 1177SF EOC STORAGE 111 150 SF LIAMD 9 TAQ STORAGE I 1 126 SF J COURTS LOBBY PUBLIC ADA NON -CONTACT VISITING 50 SF PUBLIC NON -CONTACT VISITING 49 SF SOUND VESTIBULE CONE A CONFB 34 r 43 502 SF 644 SF EOC [ 72 I 1071 SF • co U, 92 480 LOBBY,, 92 480 IDF 6 SF SENIOR TANAGER 1212SF RECORDS STORAGE 218 SF CIRCULATION FEC-1 OPEN OFFICE I 12 1130 SF JV HOLDING 74 SF BOOKING AREA° I 3 i 204 SF J BOOKIN I 1 1 RECORDS OPEN OFFICE 7 683 SF EN'S TOILE MEN'S TOiET N 7,7 • SF MEETING ROOM 13 1 188 SF MECH 1 103 SF Ef) CO Ia FINGERPRINT 211 115 SF COPY 1 SF MDF r.._ 2 ._II 114 SF 2 240 111 RECORDS LOBBY CODE PLAN, LEVEL 1 SCALE: 1/16" = 1'-0" DRUGS 56 SF HOLDING HOLDING -- 1 L 1 68SF 53 SF - VESTIBULE 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 L 1i 86 SF EXIT 1A: DOOR # B100 PROVIDED WIDTH 72" EXIT 1B: DOOR # B100 PROVIDED WIDTH 72" ACCREDITATION WORKROOM r 2 I 132 SF EXIT 2: DOOR # A100.2 PROVIDED WIDTH 36" INTERVIEW L 78 SF� INTERVIEW 8 SF SOFT INTERVIEW L 1 J 98 SF WAITING 11 62 SF SECURE FILES 1 1 62 SF MCU EQUIPMENT 131 SF Overall Second Floor 15049 SF SECURE STORAGE I 1 I 63SF PSU DEPUTY CHIEF COMMANDER OPERATIONS C21 I 2 121 SF 126 SF tROOF ACCESS OPEN TO BELOW PSU OPEN OFFICE 512 SF COY/WORKROOM 2 123 SF MCU OPEN OFFICE L_1 z a 1119 SF L_r_ CONFERENCE ROOM 4 303 SF ADMIN OMMANID 2j 123 SF PHONE PHONE 1 67 SF 66 SF CHIEF OF POLICE 2 152 SF OPEN TO BELO � I C POLICE ADMIN COPY/ OFFICE WORKROOM 7 637 SF FEC- STAFF LLWAY KK 1 63SF WC WC TO GE N FEMALE HOWERS FEMALE LOCKERS L-.._ 5 I 408 SF STAFF HALLWAL IDF GT MEET ptBESTIGAT ES/EQ°T Nt CIAL 0 1 MANDO83SFLRQj1-z] L95F109SF25SF 117SF FEC-1 STAFF HALLWAY MAJOR CASE CONFERENCE CODE PLAN, LEVEL 2 SCALE: 1/16" = 4 341 SF ACT OPEN OFFICE 5 414 SF r r TEAM AREA L 4 311 SF Fl S MALE SHOWERS MALE LOCKERS 14-1 1323 SF COPY-0 11 70SF IET RO'C111FT ROOM 1 3SF1 3 SF CLO/CPT OPEN OFFICE 706 SF FEC-1 E_ECTRIC 1 89SF EXERCISE 26 1251 SF DT ROOM 19� 935 SF SYMBOL LEGEND 0 4-a-1 0 XX MIN - OCCUPANCY LOAD - 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 1 = 1 HOUR -lmi SP = SMOKE PARTITION ■ • ■:■ ■ ■ r• r■ ST = SMOKE TIGHT rtr ■ ■ r w ■ . in WALL FIRE RATING TYPE C = CORRIDOR EW = EXTERIOR WALL FB = FIRE BARRIER FP = FIRE PARTITION FSB = FIRE/SMOKE BARRIER FW = FIRE WALL HX = HORIZONTAL EXIT SB = SMOKE BARRIER VS = VERTICAL SHAFT VX = VERTICAL EXIT XP = EXIT PASSAGEWAY Occupancy Load Factors, Table 1004.1 Function of Space (ACCESSORY STORAGE, MECH EQUIP ROOMS ASSEMBLY FIXED SEATING ASSEMBLY W/O FIXED SEATS (CONCENTRATED) ASSEMBLY W/O FIXED SEATS (UNCONCENTRATED) BUSINESS AREAS 100 COURTROOMS OTHER THAN FIXED 40 SEATING EXERCISE ROOM 50 Occ Load Factor Occupancy Gross/Net ! Type gross ne gross net gross A REVIEWED FOR ...I CODE COMPLIANCE APPROVED City of Tukwila UILDING DIVISION U) U) a- m a> G w a) U C- cC REGISTERED ARCHITECT L_ 0 CONFORMED SET Issue Date - 05.10.2019 Revisions 019 04.29.19-RFI019 73-17158-00 CODE PLAN CP1.1 2018 Central sschmitz.rvt CARevit73-17158-00 TJC AR _ 5/24/2019 12:15:52 PM .4" I: `(- • . 1,, : ""-r- . cc , ' I. ' - • - t' c ' .74 ,0-4i. _, ss ... 0 ) . ) -- --((c-1----- 1(4, .rnroolom ,Irown - - (7- - - - — - - 9 S S TYP. (I) - ( ( ' „ , ! , , '71 / 7 t4,1 / 1 1 , 7/, 4' ' * (i) )44E._(.....) t . — - - — , 1,' , ' '.. • siss, U)____ -- -c, , 4 ; ' 0 411 - 44 ' 4',!„. ,-4- s.-• t— - , ,,, i r (f) (...) .;- '''s' ''s _ ' . 0 ss, (f) (,...)' 4! c t _ 44 „,,, (...) ,4 4, , \4 (1) 0 'I4 • ' „ , \,' 4 (..) U) , \ '40 I' '',i, 1474------- 4 4•- , W 4, ''44 ,,"-'44 7','',4 c.) -- ''., ' 0 0 -- ' N I TYP. •"'" "' ' `14(,(144.:s(7\7,-,tr,,(7,7'.7 7. (7'7 sr) •7. II S S S S S S S S S s-ss U) (f) si,st (1) TYP. >44447,1. ,() 41r ARCHITECTURAL SITE PLAN - SOUTH \.4 NVA 4 - • 1 -1 kc,tX1,- • " S , ! _ „ ",„ 44-,..4 • 1,4!.., 4,1 ' st -"I' ' /-•!'•-1'4),5) _ _ .„ 4; rt's!"' -4" \ *do •74P;,, 4 / c1.9 cod " ' ! ' ,41111,-41„ 41. 417( ( 7272 rAk10,1410 09sItiti•Yree•41 6.:44P 11, Vit siit,lp 'Il 1 , : 4 7 4 -4- /4,/-47,,,,,,;" (c ' - ' -,- ' • („! \ _ „ ur -4) 74,"y , T"Illilliiiilli1111111W4.+111111111rt77 "74 ----- -444 7/"" .71 ';7/4 1.4 -// 74,-77 /1/' 10 TYP. 20 40 SCALE: 1" = 20' 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 16 42" HT DOUBLE SWING GATE WITH RECIEVERS IM1411111DMIN04111110NOMINNIMONNIIIIND < PROPERTY BOUNDARY > • < SETBACK BOUNDARY > 71 4 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 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2015 City of Tukwila BUILDING DIVISION Cft 72,.:4T(t..1, "1\4', P E r1; C E Dkci•Db$0 111 ecture Engineering Planning © 2019, DLR Group inc., a Washington corporation, ALL RIG REGISTERED ARCHITECT ERICA JANE LOYND STATE OF WASHINGTON CONFORMED SET Issue Date - 05.10.2019 Revisions 2 021819 -ADD-2 5 03.15.19- ADD-5 12 05.24_19 - REV-1 73-17158-00 ARCHITECTURAL SITE PLAN & DETAILS AS1.1 CARevit173-17158-00TJC_AR_2018_Central_sschmitzsvt 0 S S S S (1) S A Ni ( fl ' *.".. 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It to e aeck.i-we _ . we r. a a * 44 pAcaosi000_gclospAto o oas00000sio_0000k000go_. is, 4 .. , . 1 / CJL).PIL, 1 " A / ARCHITECTURAL SITE PLAN - NORTH I , 1;1;17 ; - ' (I) (I) 4." • 4 , - •„\ 71'17 JJ • -// H Hi S ; • 1 /;:7 4/ 0) Co 7 air DO 1**0, Ci) 0°1:0• 7: 61:7:;:b° OLP 7*". • OC • 00 00; 0 10 20 40 SCALE: 1" = 20' SCALE: 1" = 20'-0" LEGEND NOTES 1 30H 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 16 42" HT DOUBLE SWING GATE WITH RECIEVERS 1111411111114111111114111111~0111101111111111111,41•1111111,111111.111111111•111141111,111111111111 < PROPERTY BOUNDARY > 4111 < SETBACK BOUNDARY > t.. , .., 1 , \ II .,-- t'. 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 REVIEWED FOR 1 CODE COMPLIANCE APPROVED JUN 28 2019 City of Tukwila BUILDING DIVISIONi CITY OE TUKWL.A C re Engineering Planning n corporation, ALL RIGHTS RESER © 2019, DLR Group inc., a Wa REGISTERED ARCHITECT lv ERICA JANE LOYND STATE OF WASHINGTON CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 2 02.18.19- ADD-2 8 04.02.19- ADD-8 12 05.24.19- REV-1 73-17158-00 ARCHITECTURAL SITE PLAN & DETAILS AS1.2 C:\Revit\73-17158-00_TJC_AR_2018_Central_sschmitz. a 019 12:13:0 -01/2" METAL RAINSCREEN PANEL [OMIT AT Wit)] 3/4" VERTICAL ATTACHMENT GIRT [OMIT AT WI VERTICAL REVEAL, BEYOND, SEE ELEVS - HORIZONTAL R-21ci INSULATED RAINSCREEN PANEL ! WEATHER BARRIER 6" STUD WALL HORIZONTAL REVEAL, BEYOND, SEE ELEVS 5/8" GWB TYPICAL PANEL WALL SYSTEM [ W1 AS INDICATED ABOVE • COLOR AS INDICATED ON ELEVATIONS W1a] • /- 1' - 0 1/2" -- 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 CW?J AS INDICATED ABOVE • COLOR AS INDICATED ON ELEVATIONS AEP: PRESTIGE Diyit AS INDICATED ABOVE SERIES 12" VERTICAL • OMIT METAL FLUSH PANEL RAINSCREEN PANEL COLOR AS INDICATED AND ATTACHMENT ON ELEVATIONS 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 35/8"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 L S4.1 ] AS INDICATED ABOVE 3-5/8" STUD [S4.1b AS INDICATED ABOVE 2-1/2" STUD HEAD PLAN BASE WALL 6" STUD STC: 45-49 UL U419 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 HEAD PLAN BASE WALL 3-5/8" STUD STC: 45-49 UL U419 FS71.2--i AS INDICATED ABOVE — SLOTTED TRACK [S6.2] AS INDICATED ABOVE NN : CH NE 6" SOUND BATT INSULATION 6" STUD WALL @ 16" 0.C. TO UNDERSIDE OF FLOOR / BOO 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 TYPES PLAN BASE WALL 6" STUD 3-1/2" SOUND BATT INSULATION 3 5/8" STUD WALL @ 16" 0.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 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" O.C. TO UNDERSIDE OF FLOC • / ROIF 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 STC: 45-49 UL U419 LEVEL 3 BALLISTIC RATED �73-1 AS INDICATED ABOVE WALL FINISH SEE SCHEDULE - (2) #12 FLAT HEAD PHILIPS S.S.S.M.S. INTO STUD BLOCKIN 1 1/2" MAX. y 1 1/4" MIN. GRAB BAR MOUNTING FLANGE STL. PIPE SLEEVE W/ WASHER. LENGTH OF PIPE SLEEVE TO MATCH THICKNESS OF FINISHES FIRE -RETARDANT TREATED WOOD BLOCKING, TYPICAL GRAB BAR ATTACHMENT DTL UNDERSIDE OF ROOF DECK FIRE SAFING INSULATION STABILIZE STUDS AT TOP W/ CONT. CHANNEL & BRIDGE CLIP AT EACH STUD PERFORATED CORRUGATED METAL RAINSCREEN PANEL - EXPOSED FASTENER ----- VERTICAL ATTACHMENT GIRT AT W3a HORIZONTAL R-21ci INSULATED RAINSCREEN PANEL / WEATHER BARRIER 6" STUD WALL 5/8" GWB PERFORATED RAINSCREEN SYSTEM L W3-1 • NOT USED KINGSPAN: MORIN EXPOSED FASTENER ON 3/4" ATTACHMENT GIRT HEAD PLAN BASE DEFLECTION TRACK UNDERSIDE OF MTL DECK 31/2" FIRE SAFING INSULATION (1) LAYER 5/8" GWB 3 5/8" STUD WALL @ 16" 0.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 S8.3 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 3 112" 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 AS INDICATED ABOVE 1'-01/2" 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 AS INDICATED ABOVE • COLOR AS INDICATED ON ELEVATIONS • GRAPHIC AT DT/EXERCISE FACADES • SEE ADD ALT Al 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 ACOUSTIC SEPERATION WALL STC: 50-56 S4.4 ] AS INDICATED ABOVE FLOOR / ROOF DECK ACOUSTICAL GASKET OR FLEXIBLE SEALANT - BOTH SIDES OF INSULATED WALLS SLOTTED TRACK (2) LAYERS 5/8" GWB (1) LAYER 518" GWB 112" 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 [108.4 AS INDICATED ABOVE S8.4a (1) LAYER GWB ON EACH SIDE 1" MIN. COATING OVERLAP AND THICKNESS PER MFR " 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 TOP OF WALL - RATED UNDERSIDE OF ROOF DECK FIRE SAFING INSULATION STABILIZE STUDS AT TOP WI CONT. CHANNEL & BRIDGE CLIP AT EACH STUD CONT. FIRE RATED SEALANT AT ALL SIDES DUCT PENETRATIONS — PER MECHANICAL DRAWINGS U z!. wl sow avommAmorme N CLG WHERE OCCURS SOUND ATTENUATING BATT INSULATION TL STUD TRACK 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. &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 WALL FURRING 6" STUD S6.1] AS INDICATED ABOVE 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 (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 SHAFT WALL STC 39 FIRE RATING: 1 HR UL U415 CONT. FIRE SEALANT EA. SIDE @ ALL SHAFT WALLS 3 5/8" SHAFT WALL @ 16" O.C. TO UNDERSIDE OF DECK (1) LAYER 5/8" 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 [ S3 J 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 PLAN BASE FLOOR I 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 S6.1a AS INDICATED ABOVE SECURITY METAL PANELS FULLY GROUTED METAL PARTITION WALL rf-3i-1 AS INDICATED ABOVE A - PERPENDICULAR TO METAL DECK UNDERSIDE OF ROOF DECK TO CR �\ � HE SE SE NOTE: SEE STRUCTURAL FOR ST. TYPICAL METAL SE STUD FRAMING DETAILS /— BE, .✓ SE BO / NO PR SP, BO OP C. RATED WALL INTERSECTION CONTROL JOINT ATIONS P TRACK IPPLE STUDS ABOVE ADER TOP TRACK, F NOTE BELOW DER - STRUCTURAL FFENER STUDS - STRUCTURAL RING STUD - STRUCTURAL TTOM TRACK TE: ABOVE HEADER OVIDE 1/2" MIN. CLEAR ACE BETWEEN CRIPPLE UDS AND STIFFENER STUDS TH SIDES OF ALL DOOR ENINGS. GWB CONTROL JOINTS - TYPICAL CP 506 CONT. ACOUSTICAL SEALANT EACH SIDE @ NON -FIRE RATED CONDITIONS SAFING INSULATION A B C D E F. CONT. FIRE -RATED SEALANT EACH SIDE, PER UL TEST REF. WW- G D-0067 - WHERE OCCURS H WALL TYPE NOTES SEE CP SHEET SERIES FOR LOCATIONS OF FIRE/SMOKE RATED WALLS. CONSTRUCT FIRE RATED GWB PARTITIONS ACCORDING TO THE FIRE RATED ASSEMBLIES INDICATED ON THE WALL TYPE. AT WALLS WITH 2 LAYERS OF GWB ON ONE SIDE, LOCATE DOUBLE LAYER ON THE ROOM SIDE OF THE WALL. SEE DETAILS THIS SHEET FOR GWB PARTITION SLIP CONNECTION BELOW FLOOR AND ROOF DECKS. SEE DETAILS THIS SHEET FOR CONTROL JOINT LOCATIONS AT DOOR FRAMES LOCATED IN GWB PARTITIONS. 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. SEE DETAILS THIS SHEET FOR NON-STRUCTURAL METAL STUD FRAMING DETAILS AND GWB CONTROL JOINTS. 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 518" 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 c_ 2 LAYERS OF 5/8" GWB BEHIND CABINET, TYP. • LIJ 0 CD VERIFY R.O. DIMENSION WITH CABINET MFR. 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. WALL TYPE PER PLAN LINE OF GWB ABOVE & BELOW FIRE EXTINGUISHER CABINET AS SPECIFIED 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 FEC IN GWB PARTITION STABILIZE STUDS AT TOP W/ CONT CHANNEL AND BRIDGE CLIP AT EACH STUD ALTERNATE TOP OF WALL BRACING CEILING, SEE RCP TOP OF WALL - NON RATED 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 @ PERP) UL LISTING HW-D-0570 TOP OF WALL - SHAFT CODE COMPLIANCE APPROVED 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 1/8" 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. 62 ©2019, DLR Group i CC —J F- CITY OF TUKWILA Era 0 Ew cow CO co- Lo CD -le LID CONFORMED SET Issue Date - 05.10.2019 Revisions 73-17158-00 WALL TYPES & TYPICAL DETAILS ACOUSTICALLY -TREATED WALL PENETRATIONS AO.1 COLOR AND MATERIAL GENERAL NOTES: C:\Revit\73-17158-00_TJC AR 2018 Central sschmitz.rvt KEY NAME j GENERAL LOCATION ACOUSTIC WALL PANEL AWP-1 ACOUSTIC WALL PANEL - COURTS AWP-2 j ACOUSTIC WALL PANEL - BRIEFING NORTH AWP-3 ACOUSTIC WALL PANEL - BRIEFING WEST AWP-4 ACOUSTIC WALL COVERING ACOUSTICAL CEILING APC-1 GENERAL CEILINGS APC-2 ACOUSTIC PRIVATE AREAS APC-3 ACOUSTIC CEILING CLOUDS IN OPEN OFFICE AREAS I APC-4 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 - ACCENT LIGHT GREY CPT-8 COURTS - ACCENT MEDIUM GREY CPT-9 COURTS - ACCENT BLACK CPT-10 EOC - FIELD CPT-11 1 EOC - ACCENT CPT-12 1 EOC - ACCENT COLOR CPT-13 POLICE - FIELD CPT-14 POLICE - ACCENT , CPT-15 POLICE - ACCENT COLOR WOM-1 WALK -OFF MAT CONCRETE FLOORING CONC-1 POLISHED CONCRETE CONC-2 POLISHED CONCRETE - LIGHT AGGREGATE CONC-3 POLISHED CONCRETE - HEAVY AGGREGATE SC MISC. CORNER GUARD CG 1CORNERS, TYP. WHERE GWB & MDF OCCURS DECORATIVE FILM DF-1 'DECORATIVE WINDOW FIL FABRIC CUR-1 CURTAIN AT SHOWERS FIBERGLASS REINFORCED PANEL FRP-1 JANITORS GROUT j G-1 GROUT BREAK AREA - FIELD G-2 GROUT BREAK AREA - ACCENT G-3 GROUT RESTROOMS - FLOOR GROUT RESTROOMS - WALL ! MARKERBOARDS MBD CONFERENCE ROOMS PAINT PT-1 !FIELD PAINT PT-1A FIELD PAINT - HIGH LIGHT REFLECTANCE PT-2 ACCENT PAINT PT-3 ACCENT PAINT PT-4 ACCENT PAINT ' PT-5 1 ACCENT PAINT - BLUE PT-6 ACCENT PAINT - GREEN PT-7 ACCENT PAINT - ORANGE I PT-8 ACCENT PAINT - DOOR & WINDOW FRAMES PT-9 CEILING PAINT - GYP. BOARD PT-10 CEILING ELEMENTS AT EXPOSED AREAS PT-11 STRUCTURAL STEEL COLUMNS PLASTIC LAMINATE PLAM-1 ASEWORK CABINET -FRONTS PLAM-2 CASEWORK CABINET -FRONTS M-3 VER ALP -EELS = CO=TRODE PLA -4 +• MOV" BLE * PRONAT SI KS RESILIENT BASE RB-1 I RUBBER BASE - CONCRETE RB-2 1RUBBER BASE RESILIENT FLOORING RE-1 LUXURY VINYL TILE ! RUBBER ATHLETIC FLOORING RAF-1 DT AND EXERCISE FLOORING 2 r- 0 iy rn 0 N U) COLOR AND MATERIALS SCHEDULE - BASIS OF DESIGN MANUFACTURER ACOUSTICAL SOLUTIONS ACOUSTICAL SOLUTIONS ACOUSTICAL SOLUTIONS ACOUSTICAL SOLUTIONS ARMSTRONG ARMSTRONG ARMSTRONG ARMSTRONG 'INTERFACE I INTERFACE 'INTERFACE BENTLEY J+J FLOORING GROUP MILLIKEN !MILLIKEN MILLIKEN MILLIKEN MILLIKEN MILLIKEN !MILLIKEN MILLIKEN MILLIKEN MILLIKEN BENTLEY INPRO CORP. SOLYX GLl CARNEGIE MARLITE ARDEX ARDEX ARDEX ARDEX 3FORM 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 I HUMAN NATURE 840 I HUMAN NATURE 850 HUMAN NATURE 810 4MYT4 MULTIPLAY KINETEX STRATA PLANK COLOR FIELD PATINA COLOR FIELD PATINA COLOR FIELD PATINA COLOR FIELD PATINA COLOR FIELD COLOR FIELD COLOR FIELD COLOR FIELD COLOR FIELD COLOR FIELD 1 8RU26 ROUGH IDEA POLISHED CONCRETE POLISHED CONCRETE POLISHED CONCRETE COLOR I FINISH COM FABRIC FINISH - CARNEGIE XOREL - LINEN 6291-6 COM FABRIC FINISH - CARNEGIE XOREL - LINEN 6291-2 COM FABRIC FINISH - CARNEGIE XOREL - LINEN 6291-6 COM FABRIC FINISH - CARNEGIE XOREL - LINEN 6291-6 HITE WI WHITE 9/16" GRID HITE W/ WHITE 9/16" GRID HITE W/ WHITE 9/16" GRID TBD 104214 NICKEL 104214 NICKEL ;104214 NICKEL 401378 GHOST NINJA 1853 VOLCANIC PAT119-153 SLATE , PAT119-13 ASH SLATE PAT133-120 ELECTRUM PAT133 GABBRO COL86 CHAETURA COL96.70-33 IRON OXIDE CUSTOM COLOR: MAT ID 00957436 P25 COL118 COMET COL19-118 DOWNPOUR COL118-199-38 DARK NAVY 800655 DRAFT SIZE REMARKS 4'-0" W X 4'-0" H X SEE INTERIOR WALL ELEVATION FOR PATTERN 1" THICK 1" THICK SEE INTERIOR WALL ELEVATION FOR SIZE AND 098433 PATTERN 1" THICK SEE INTERIOR WALL ELEVATION FOR SIZE AND PATTERN 4'-0" H X 8'-0" W X PANELS TO COVER FULL EXTENT OF WALL 098433 7/8" THICK 24" X 48" X 3/4" CENTER CEILING IN EACH ROOM 24" X 24" X 1" SEE RCP FOR PANEL SIZES 148" X 96" X 3/4" 25CM X 1M 1 25CM X 1M '25CMX1M 18"X36" 18" X 36" i25CMX1M !25CMX1M I25CMX1M :25CM X 1M 25CM X 1M 25CM X 1M 25CM X 1M 25CMX1M 25CM X 1M 25CM X 1M )24" X 24" 800 GRIT, NATURAL STAIN, MATCH - . ARCH SAMPLE 800 GRIT, NATURAL STAIN, MATCH - ARCH SAMPLE 800 GRIT, NATURAL STAIN, MATCH ARCH SAMPLE CLEAR PENETRATING LIQUID FLOOR TREATMENT SURFACE MOUNTED STAINLESS STEEL STAINLESS STEEL CORNER GUARD 430, 16-GAUAGE SS FINISHES SIMPLE FROSTED SX-3140 DUSTED CRYSTAL BENJAMIN MOORE BENJAMIN MOORE SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS BENJAMIN MOORE SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS WiLSONART NEVAMAR A•=.RIT JOHNSONITE JOHNSONITE PATCRAFT PLAE MINGLE STANDARD FRP - SMOOTH SURFACE WA 100% SOLIDS EPDXY ,GROUT �1 WA 100% SOLIDS EPDXY GROUT WA 100% SOLIDS EPDXY GROUT WA 100% SOLIDS EPDXY GROUT WRITEABLE F18 NATURA EGGSHELL NATURA SEMI -GLOSS ' HARMONY EGGSHELL HARMONY EGGSHELL HARMONY EGGSHELL 'NATURA EGGSHELL HARMONY EGGSHELL j HARMONY EGGSHELL HARMONY EGGSHELL HARMONY SATIN HARMONY SATIN DIRECT -TO -METAL ALKYD ',ENAMEL PREMIUM LAMINATE SOFT GRAIN FINISH ARMORED PROTECTION 'TEXTURED S D :BHP IS ARM dRED ••OTE ION TEXTURED 4666.1 P 100 WHITE 22 CAST IRON 34 SUMMER YELLOW 22 CAST IRON 25 STORMY MIST CHALK OC-20 PALE OAK OC-20 PALE OAK SW7043 WORLDLY GRAY SW7642 PAVESTONE SW7047 PORPOISE HC-155 NEWBURYPORT BLUE SW6179 ARTICHOKE 5W6341 RED CENT ! SW7020 BLACK FOX SW7007 CEIILING BRIGHT WHITE SW7642 PAVESTONE SW7020 BLACK FOX 7965K-12 WALNUT HEIGHTS VA7002-T COOL CHIC 4 FRe OS I HA 6054T ROU HTIRwN TRADITIONAL RUBBER BASE 27 MIST TRADITIONAL RUBBER BASE 63 BURNT UMBER 1337V METALLIX 'ACHIEVE 18MM 00530 ALUMINUM 905 CHARCOAL PANEL SIZES VARY BASED ON PATTERN AND ;CLOUD WIDTH. AXIOM EDGE TO BE WHITE. "11- SEE CEILING PLANS FOR CANOPY LAYOUT SPEC SECTION KEY NAME, GENERAL LOCATION 098433 SCHLUTER SYSTEMS SCHL-1 TOP TRIM AT WAINSCOT SCHLUTER P SCHL-2 O PROFILE FOR OUTSIDE CORNERS AT WALL SCHLUTER 098433 SCHL-3 METAL TRANSITION BETWEEN FLOORING !SCHLUTER COLOR AND MATERIALS SCHEDULE - BASIS OF DESIGN MANUFACTURER PRODUCT NAME SCHL-4 COVED BASE AT RESTROOMS SCHLUTER SCHL-5 I TOP TRIM AT WALL TILE 1SCHLUTER 095113 ' SCHL-6 CHANNEL BETWEEN TILE - BREAK AREA SCHLUTER 095113 095113 1095113 SEE FINISHED FLOOR PLANS FOR PATTERN. 096813 SEE FINISHED FLOOR PLANS FOR PATTERN. 096813 SEE FINISHED FLOOR PLANS FOR PATTERN. 096813 INSTALL VERTICAL ASHLAR 096813 INSTALL VERTICAL ASHLAR 096813 , SEE FINISHED FLOOR PLANS FOR PATTERN. • 096813 SEE FINISHED FLOOR PLANS FOR PATTERN. 096813 SEE FINISHED FLOOR PLANS FOR PATTERN. 096813 SEE FINISHED FLOOR PLANS FOR PATTERN. 096813 ' SEE FINISHED FLOOR PLANS FOR PATTERN. 096813 FINISHEDFLOOR PLANS SEE F 0 LA S FOR PATTERN. 096813 SEE FINISHED FLOOR PLANS FOR PATTERN. 1096813 SEE FINISHED FLOOR PLANS FOR PATTERN. 096813 SEE FINISHED FLOOR PLANS FOR PATTERN 096813 SEE FINISHED FLOOR PLANS FOR_PATTERN. :096813 INSTALL QUARTER TURN :124813 SEE FINISHED FLOOR PLANS FOR PATTERN AND LOCATIONS SEE FINISHED FLOOR PLANS FOR PATTERN AND LOCATIONS SEE FINISHED FLOOR PLANS FOR PATTERN AND !LOCATIONS 033543 033543 033543 033000 4'-0"H. X 1 112" START INSTALL ABOVE BASE, SEE FINISH PLAN 102600 WING FOR EXACT LOCATIONS ' 58" WIDE OF01 088000 4' X 8' SHEET SIZE WAINSCOT START INSTALL ABOVE WALL BASE 066400 4'HX8'W 14" H. 4" H. 6" GROUT JOINT 1/8" GROUT JOINT ;1/8" GROUT JOINT 1/16" GROUT JOINT FLOATING EDGE PROVIDE A LEVEL 5 FINI. WHERE PAINT IS NOTED PAINT ALL INTERIOR EXPOSED COLUMNS ALL EXTERIOR COLUMNS, ALL EXPOSED STEEL I INTERIOR COLUMNS !STRAIGHT IN AREAS WITH CARPET, COVED IN AREAS WITH RESILIENT FLOORING 093013 093013 093013 I,093013 101100 099123 H AT ALL LOCATIONS 099123 099123 1099123 099123 099123 099123 099123 099123 099123 099123 099113 064116 064116 16 096513 096513 I9" X 36" RUN GRAIN THE SAME DIRECTION AS THE CARPET 096519 I GRAIN, INSTALL STAGGER 18MM: 25' ROLL LENGTH 096566 HALEY BROS. JOLLY QUADEC RENO-U DILEX-AHK JOLLY DECO -SG COLOR I FINISH SATIN ANODIZED ALUMINUM • POLISHED BRASS ANODIZED ALUMINUM 'SATIN ANODIZED ALUMINUM POLISHED BRASS ANODIZED ALUMINUM POLISHED BRASS ANODIZED :ALUMINUM SATIN ANODIZED ALUMINUM ETALWORKS SECURELOCK WHITE SIZE REMARKS SPEC SECTION 114" W. FLAT EDGE TO FACE UP 093013 MATCH WALL TILE ALIGN OUTSIDE EDGE TO BE FLUSH WITH CORNER 093013 THICKNESS OF WALL ANCHORING LEG TO BE MOUNTED UNDER CARPET 093013 SEE DETAIL 21/A10.2 3/8" 1/4" W. E 1/2" 24" WIDE, 18 I GAUGE STEEL FLAT EDGE TO FACE UP MERAPI VB01 3' X 10' X 1/2" MITRE CUT AT COUNTERTOP EDGES GRAPHITE GRANITE • G103 1/2" THICK MITRE CUT AT COUNTERTOP EDGES PENTAL QUARTZ I BQ8270P CALACATTA POLISHED 3/4" THICK I MITRE CUT AT COUNTERTOP EDGES PRIME CAST 2612 CO3 LIGHT GREY 27-24H PTO BE APPLIED TO CONCRETE SUBST ISONASPRAY'FC' ACOUSTICAL !COLOR TO MATCH PT-10 FINISH TERRA MAESTRICHT ;TERRA MAESTRICHT ;TERRA TONES ,WATERFALL UNITY DENMARK DIVINA MELANGE ECO-ALCHEMY DENMARK 216V 216RL 203V GREY P406 NERO UNPOLISHED DEN-813 ODENSE 120 ECO-13 FOSSIL DEN-833 KOLDING TYPE II 20 OZ. COMMERICAL CUSTOM VINYL SMOOTH TYPE 1120 OZ. CO ERICA :VINYL SMOOTH 1005600XXIMPACTSAFE WALL ';PADS CUSTOM NAVY BLUE INFINITE GLASS - BRANCH CLEAR F ETCH BACK OAT WITH FROSTED MANUAL CLUTCH ROLLER 6861 METAL SHADE - ECOVEIL SHEER 1% OPEN 6850 MANUAL CLUTCH ROLLER SHADE - EQUINOX BLACKOUT 0100 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 SECURITY CEILING SC-1 SECURE METAL CEILING PANEL - HOLDING ARMSTRONG 1 SOLID SURFACE SS-1 CASEWORK COUNTERTOPS SS-2 CASEWORK COUNTERTOPS ! SS-3 COUNTERTOP - BREAK AREA SPECIAL COATING SCF-1 HOLDING CELL - FLOOR COATING SPRAY APPLIED ACOUSTIC TREATMENT SAAT-1 j EXPOSED ROOF DECK HI -MACS HI -MACS PENTAL PRIME COAT INTERNATIONAL CELLULOSE CORP. TILING CWT-1 WALL TILE IN BREAK AREA - FIELD I MOSA CWT-2 ;WALL TILE IN BREAK AREA - TEXTURED ;MOSA CWT-3 WALL TILE IN BREAK AREA - ACCENT !MOSA CWT-4 WALL TILE IN RESTROOMS I OLYMPIA TILE • FT-1 - FLOOR TILE IN RESTROOMS DALTILE WALL COVERING WC-1 1WALLCOVERING AT RECORDS LOBBY I INNOVATIONS WC-2 ;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 KOROSEAL WG-2 :WALL GRAPHIC AT EXERCISE WALL PADS WPD-1 WALL PADS IN DT & EXERCISE WALL PANEL WP-1 DECORATIVE COURTROOM WINDOW SHADES ISHADE-1,GENERAL ALL PANEL AT SHADE-2 CONFERENCE ROOMS WOOD WB-1 COURTROOM WOOD BASE WB-2 LOBBY WOOD BASE WD-1 I WAINSCOT IN HALLWAYS 'KOROSEAL PORTER 3FORM MECHOSHADE ECHOSHADE WD-2 COURTROOM MILLWORK WD-3 LIVE EDGE BARTOP AT BREAK AREA SUSTAINABLE NORTHWEST WOOD 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 WOOD PANELS OUTSIDE BRIEFING ROOM WD-9 COURTROOM ENTRY WOOD FINISH WF-1 1 STAIN FOR WD-1 AND WD-5 WF-2 CLEAR COAT FOR WD-3, WD-4 AND WD-7 WF-3 STAIN FOR WB-1 AND WD-2 CARPET OR RESILIENT NOTE: FLOOR FINISH CHANGES SHALL OCCUR UNDER THE COMMUNICATING DOOR UNLESS NOTED OTHERWISE OR AS SHOWN ON PLAN O CARPET TO CONCRETE FLOOR FINISH AS SCHEDULED W/ EDGE TRANSITION AS REQ'D -- TRANSITION STRIP --- CONCRETE SLAB TRANSITION STRIP DETAILS 0106 DUSK WF-3 STAIN PAINTED TO MATCH WF-1 STAIN • WF-3 STAIN NATURAL FINISH WITH WF-2 NATURAL FINISH WITH WF-2 WE-1 STAIN WALL 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 TILE 1" THICKNESS 24" X 24" 6" X 24" !12"X24" 12" X 24" 24" X 24" 60" W. APPLIED TO EXPOSED DECK 093013 093013 093013 095753 12366116 12366116 12366119 TE 096723 SEE ELEVATION FOR WALL TILE PATTERN SEE ELEVATION FOR WALL TILE PATTERN SEE ELEVATION FOR WALL TILE PATTERN STACKED BOND MONOLITHIC BACKED WITH HOMOSOTE TACKABLE PANEL PROVIDE LEVEL 5 SMOOTH DRYWALL BENEATH FOR SMOOTH INSTALL, ARCHITECT TO PROVIDE IMAGE FILE 098316 093013 093013 I093013 093013 093013 097200 097200 097200 !097200 097200 160" W. PROVIDE LEVEL 5 SMOOTH DRYWALL BENEATH 097200 I FOR SMOOTH INSTALL, ARCHITECT TO PROVIDE IMAGE FILE 2-0" W X 6'-0 2-0" X 6'-0" 6" THICK ALL MOUNTED PANELS ! FIELD MEASURE ALL EXTERIOR WINDOWS; HEAD MOUNTED FIELD MEASURE ALL INTERIOR WINDOWS AT CONFERENCE ROO 'HEAD MOUNTED 4" H. 4" H. 4'-0" H. 4x10 MEMBERS SEE ADD ALT A3 1/2"H.X1"W CONCRETE - NOTE: FLOOR FINISH CHANGES SHALL OCCUR UNDER THE COMMUNICATING DOOR UNLESS NOTED OTHERWISE OR AS SHOWN ON PLAN TILE TO CONCRETE ADD ALT APPLY 3 COATS, SAND BETWEEN COATS CARPET AS SCHEDULED W/ EDGE TRANSITION AS REQ'D TRANSITION STRIP CONCRETE SLAB 116623 088113 122413 5; 122413 064023 064023 064023 064023 064023 064023 064023 081416 061516 064023 '064023 099300 099300 099300 CARPET 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 WI EDGE TRANSITION AS REQ'D TRANSITION STRIP -- FLOORING AS SCHEDULED Q. 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 ROOMS NEEDED NOT BE PAINTED, DO NOT PAINT FIRE SPRINKLER HEADS. E. ALL EXPOSED STRUCTURE TO BE PAINTED PT-10, UNO. F. SEE CASEWORK DRAWINGS FOR DETAILS,E ELEVATIONS LE ATIONS 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 UNITSSHALL SH LL 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. 0. 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. EXPOSED CONCRETE FLOOR SLABS NOT SCHEDULED TO RECEIVE A FINISH SHALL RECEIVE A HARDENER DENSIFIER UNLESS NOTED OTHERWISE. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 (12019 City of Tukwila BUILDING DIVISION "£ APC ACOUSTICAL PANEL CEILINGS AWP ACOUSTICAL WALL PANEL CG CORNER GUARD CPT CARPET CUR CURTAIN CWT CERAMIC WALL TILE CONC CONCRETE FRP FIBERGLASS REINFORCED PANEL °O�- FWP FABRIC WRAPPED PANEL ( 0 FT FLOOR TILE G GROUT GWB GYPSUM WALL BOARD MBD MARKERBOARD PLAM PLASTIC LAMINATE PT PAINT RAF RUBBER ATHLETIC FLOORING RB RESILIENT BASE RF RESILIENT FLOORING SC SECURITY CEILING SCF SPECIALTY FLOOR COATING SCW SPECIALTY WALL/CEILING COATING SS SOLID SURFACE TBD TACKBOARD VWG VINYL WALL GRAPHIC WB WOOD BASE WD WOOD WS WOOD STAIN ABBREVIATIONS: 2019, DLR Group 'no .,a Wa REGIS TERED ARCHITECT LA JUSTICE CENTER F- Q CITY OF TUKW 0 c m °D co �co corn Y 03 oLO 7 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 AO.2 E _c U .1)1 CrRevit173-17158-00 TJC AR 2018 Cent _ _ _ 5/24/2019 12:13:13 PM NORTH 10 MATCHLINE - AREA B I A1.1B R a L \Ma j BB EI 14 63' - 2" ' if 1112' - 2" 22' - 6" , 8' 0" 18' 0' : 6' 0" ' e •--;..- - ••••• --e -4- : 4 ' 129' - 7" , ----4----- -• . -: ,.' 1T - 10" : 5' - 0" 6- 9" I 1 43 I • • ! 1 BB KENNEL • FD !tS4113; HEMICAL (A 156> U 35 ARMORY 36 S6.2 I S4.2 T 8' - 6" , 7' - VESTIBULE <A133> S6.2 • -I ED. RIFLE/GUN CLEANING KA145> A132) S6.2 1, 96.2 j I _S6.2 ;- 22' - 6" 35< FLOOR PLAN, FIRST LEVEL - AREA A SCALE: 1 /8" = 1.-0" S6 2 EQUIPMENT <A152> CHARGING EVIDENCE KA137> 12' - 2" 6'- 0" 1W1a 28' - 6" 6' - 0" 33' - 7" 1 8' z, 8' - 4" 8' - 7" 1' 6 li2" 8' - 4 3/4' e 'co I. 29'- 8. • CIRCULATION 4 4 4' - 0" 4-0" ,,, . STAFF STAIR ' ( S2 > e BRIEFING (A4747> NO FLOOR TRACK @ OPENING 24 14 A, CIRCULATION , to :in N 10 1/4" r 1' - 1 1/2" S6. ' ,, ., Evo8' - _c.05.1/2' • FD E,_N: i._ to LOCKERS I ' 1 <A134> b , -,-- I S4.2 1' - 8" 4 ' • ._...x„.....• - - .1._ - ' .- A 0 83' - 6" 28'- 6" W1a TYP. 13' -0" - EW-2 ' A 4 Lo' 18' - 0" 25' - 0" PATROL COMMAND <A11Y> S4.4 COPY S&2 - 4 S62A1301.1- §.421 _jJ, ';;;;;•-fil,";, • II P2 r P2 INTERVIEW K A128 INTERVIEW I [ CIRCULATION KA116> 104' - 3" 30' - I S6.2' ED. JAN 469 S4 1 A S4.2 IDF , 544. '1 (A113> Er)i S6.2 562 I 1 A-1-14 r_ OPEN OFFICE <TIA1T>0 15' - 9" : [A1 AP2 4•.,- 22 BOOKING AREA <A123> ED 23_ J000.K.IN'G... „..- (A121> - •-- (, S6.2 "A121 S6.2 31 104' - 3" SENIORIMANAGER 4 25" - 11" 25' -6" • FD VESTIBULE (A120> 54' - 11" ) 17 - 10" ; S6.2 S6.1 I 1T - 4" CE) 1 I RECORDS S6.3_ STORAGE KA115> RECORDS OPEN OFFICE ck.rD 'S6.2 MEETING ROOM <A118> I S6.2 j TV S6.2 MECH <A119> • FD S6.2 r, W2 - 7' - 2" 22'- 5" S6.2 j4I1/4 AIR - CLERKS WINDO KA110> 10 W2 I 10' -2" 4 • rip 19' -6" MEN'S TOILET • KA102> 9' - 6" A100 RECORDS LOBBY KA100> S6.2 MDF <A107> S6 S6.2 6'- 8" WAITING KA105> I sa Z- S6.2 A 03 27-5 1/4" / INTERVIEW <A103-> S6.2 I INTERVIEW 07. > S6.2 11'- 0" ,S6.2 SOFT INTERVIEW <A106> 7,172;ra.m..,, rreara,,,,,,,,ramrtql:, 12' - 0" 7' - 6" 9' - 6" 29-0" 11 W1 •," C") 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 24"W 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 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 I 35 STAINLESS STEEL GROMMET LOCATION CANOPY REVIEVE6F6R' CODE COMPLIANCE APPROVED JUN 2 8 2O1 City of Tukwila BUILDING DIVISION E.1.' OF TUK P T T E, R KEY PLAN A C 8 OlE CS) Si U REGISTERED ARCHITECT C Cs -773 C in a) co CS ca .§. < LCD = o 3 o in CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03.15.19 - ADD-5 8 04.02.19 - ADD-8 019 04.29,19 - RF1019 73-17158-00 FLOOR PLAN, FIRST LEVEL - AREA A A1.1A 7:3-1 7158-00 TJG AR 2018 Central ss _ _ _ a. 0 MATCHLINE - AREA A / A1.1A MATCHLINE - AREA C / A1.1C N- ct 0 bw N < 0 NJ I 0)1 JO ;m— FLOOR PLAN, FIRST LEVEL - AREA B A6. A7. W1 24 W1 1 F 4 18' • 0" 14-7 1/2" BR AK AREA 181187 d S6.2] VESTIBULE <13119> STAFF STAIR :=2 ansamis 7' - 2 3/4" 9' 15'- 2" 4'- 2" 43' - 0" 6'- 4" '1 — •A' S4 3 i . , '4; ADA SHOWER E• FD 03113> B / B 2 ; tLEVPiTOrc MA(HINE ROOM S4.3 , TCM . EOC MANAGER (B114> 10' -5 4" 33' - 5" EOC W S. (B115> -- ALIGN CIRCULATION <J3111 > T -13 3/4" 2j,- 6 1/ FEC-1 ;th i S6 21 S6 2 B 7 WELLNESS 6, <81.17) H S6 2 6' - 11 3/4' 6' - 5 1/2' 0 (ID 4 1 L,S6.2 13'- 10" 9'- 6" 12' -0" 15'- 0" 7' - 1" 1,- 3" 11 11 S6.2 , TV LOBBY H cB'IoTi> 0 I (G) 104' -3" 13'- 3" 53' - 5 1/4" COURTS STORAGE <8105> S6.2 , SMALL TV CONFERENCE <B106?„ TV NJ I S6.2 .° 1 J i J 2 24 22 .0; z.„ S6.2 „ c:1) 8'- 4" 9' - 0" 8' MBD S83 8' CONE A BD KE51°3> 8' MBD 13'- 3". 5'- 6" 7' - 10" Fr 8 1/2"CIRCULATION 1'7 S6.2 <8101> S6.2 S6.2 COMMS/CONF (13110) TV 104' - 3" EOC STORAGE Zt> (B109> CL 8 1/2"H • 5' - 6" 8. MBDi 1 ITV 1 1 CHAIR & TABLE 11 S4 2 STORAGE 15' <B108> S6.2 20' - 9" 8' MBD S8 3 TV 9' - 0" 10' - 6" T-11" 86.2 .144 - Co S6.2 S6.2 EOC <B107> 31 47' -6" 21' - 7 1/4" S6.2 i MBD 8' MBD CONE B KB,102> 8' MBD 1 S4.1, S6.2 T 8' MB <-0 8' 8' S4 1 - MBD ,„ TV MBD 14) ci 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 • E • N AS R L E 6 HEAVY-DUTY METAL SHELVING, OFCI 8 SINGLE -TIER WARDROBE LOCKER 24"W x 24"D WITH INTEGRAL BENCH 0 RS 10 ALL OUNT D CO NTER OP (S -1) 2'- ' D., M UNTE 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 I 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 LOCKER -2 COMPARTMENT SURFACE MOUNTED VENTILATED SIX TEIR INDUSTRIAL LOCKERS 35 STAINLESS STEEL GROMMET LOCATION I CANOPY REVIEWED FOR CODE COMPLIANCE APPROVED 1 L 1 JUN 2 8 2019 City of Tukwila IJILDING DIVISION 3'-0" F.F. C ITY 0 E T L....A ELL iT CE E KEY PLAN A B , , I , ALL RIGHTS RESE © 2019, DLR Group Inc.. a Washi REGISTERED ARCHITECT ERICA JAPE LOYND STATE OF WASHINGTON TUKWILA JUSTICE CENTER CITY OF TUKW 0 Cs — co al 0) JO I— ai = V) F- CONFORMED SET Issue Date - 05.10.2019 Revisions 8 04.02.19- ADD-8 73-17158-00 FLOOR PLAN, FIRST LEVEL - AREA B A1.1B NORTH SCALE: 1/8" = 1'-0" E 0 U) u) C co 0 ca ci I— 2 c,a. 9 c, CO CV 1,7 66 N- O 05 00 > Ca ▪ 'NI • Nt ,r) >5 Es1 U) TYP. 0 C 1 2)8 - 0 14' - 0" '16' - 0 1/4" 0 0 0 26' - 1 1/2" W1a S62 14'- 0" ELECTRICAL <C128> [ S6.2 I: 34 IA\ EMERGENCY ELECTRICAL wi a 1** E,4 W1a TYP. 0 ‘N1ATCHLINE - AREA B A1.1B FLOOR PLAN, FIRST LEVEL - AREA C SCALE: 1/8" = 1'-0" NORTH STAFF H' AY! E 12' - 0" 3' - 4" 5' - 10 1/2" ; 18' - 0" 6- 9 1/2" ; 5- 10 1/2" 6- 9" C120 12' - 1 1/2" 8' - 9" CHAMBER PRO TEM <Z-12D DIRECT DR <GLI2t, 19'- 1" 22' - 11" I W2 •)FD S4 2 I FID(*) • GROUP HOLDING <C138> 8' -3' VESTIBULE <c11,g6 COPY 32' -0" 26 TYP. 118' - 3" 48' - 9 1/2" 31 HOLDING <C136) COURTS 11' - 10" INT <C107> 1 S4.4 17-5 1/2" 14' - 8" 8-4" 9 - 0" - 0" 8' - 0" 9' - 6" 9' - 11 3/4" 1-8 1/2' s ; 3' - 4" 5' 8 1/2" 4 INMATE ADA ON -CONTACT C141 ' VISITING <G141) INMATE NON -CONTACT 34 7- 9 1/4" r FD• PUBLIC WC I C105 10 1/2;" 4' - S6. . CIRCULATION 5 I <C103> 8' - 6" 12' 0" PROBATION <C116> 15. S4.4 I PROBATION INTERVIEW I MANAGER INTERVIEW VIE INN S4.4 i S4.4 S"1 FEC-1 11- 111/2" SIM. III', A11.1 S4.4 S4 5 COURTS OPEN OFFICE <CID LOBBY <C109> 7' -0" 14' - 6" SG.? RECEPTION PUBLIC NON -CONTACT, C142 VISIT! 25 0) CONFERENCE ROOM 10' - 8" 11 C1 3 - SOUND VESTTBULE , S6.2 IDE (133D I S6 2 j 6' - 0 1/2" ; 8' - 5 1/2" —1 T 43 - 2 /4" 34 9' - 9" COURTS LOBBY <C100> t1/4/-) [61 12'- 8" 10' -6" W1 A 21 TYP. S6.2 GUN LOCKER @k2.) S6.2 34 Adk, I S6 9' -6" COLLECTIONS <C101> F 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 6 HEAVY-DUTY METAL SHELVING, OFCI 8 SINGLE -TIER WARDROBE LOCKER 24"W x 24"D WITH INTEGRAL BENCH SIMGLE-TIER 0 ER 4 4" D 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 31 WALL MOUNTED SHELF 8D., MOUNTED 6'-0" A.F.F. 32 GUN LOCKER -2 COMPARTMENT SURFACE MOUNTED 33 VENTILATED SIX TEIR INDUSTRIAL LOCKERS D F C TE P 3 ST INLES STE L OR' MET OCA ION CANOPY REVIEWE• FOR CODE COMPLIANCE APPROVED JUN 28 2019 City of Tukwila I BUILDING DIVISION err,: oF 1....Ks,,%L PEFMi7: C., LE E KEY PLAN A C B LU REGISTERED ARCHITECT F- 1.1.1 0 LU C.) (/) —J LL 0 CONFORMED SET Issue Date - 05.10.2019 Revisions B 04.02.19- ADD-8 019 04.29.19 - RFI 019 73-17158-00 FLOOR PLAN, FIRST LEVEL - AREA C A1.1C sschmitzsvt C:\Revit\7317158-OOTJCAR_2O18_ MATCHLINE - AREA B / A1.2B 1 >53 0 0 0 Co CNI Co ZO C> Co b! coCo 14 BB T . •I' I 1,;,-. . .......„ „ . 2217.6" 12' - 2" /- 27' - 4" /047\ ------ , , / . , 52406' - 0" 6' - 0.7_ 4' - 9" 4' - 0" 4' - 0" 6' - 0" 4' - 0" 6' - 0" 4' - 0" 6' - U.__ ._.„, 4' - 0" ' ' - " ' - " ...............„ - I 11" - 11" / •I' .11 10' 0."....._...1.. I , : ' I 112' - 2" I 11' - 4" I I 15' - 9" 1 . . ' . . ,, .... . Wla...,I; ! 26 ' S6.2 ACCREDITATION PSU COMMANDER WORKROOM <A231> <A230> Co 8'- 6" 23'- 6" „ PSU OPEN OFFICE S6.2 8'- 6" COPY/WORKR <A227> STAFF HAL 63' -2" A 1 CHIEF OF POLICE <A237> tN Co S6.2' 1 A2'37 I SECURE DEPUTY CHIEF 'STORAGE OPERATIONS <A240> <A238> COPY/ WORKROO <A29> . la ri 42 : "--I " S6.2 CO I ZI'r, I S6 2 1 S4.2 I _ i ••-> 10' - 2" ' -, 5 1p" 11'- 11" e 1 0. - 0" 8-7" 8' - 7" 1 I POLICE ADMIN co z.,,,, OFFICE AD MIN S6 1 I S6.2 I r` _1 C, MIN , COMMANDER , ,. E:o' •-•----2 Zo' ' ST F HALLWAY A200 tN, ' Ziol I I .,_ _ .44. C•••P S35S6 2 I PHONE62v-75.4 PHONE <A233> I Q-,2-31' ID A233't .°. 8' - 9" / I F--- / to, IDF (A-2If4) oe _S6.2 14'- 11" 10' - 8" 9-8" 11- 0" 15' - 2" SGT MEETING ROOM <T122-2> :S6.2 INVESTIGATION COMMANDER <A220> S6.2 MCU OPEN OFFICE <A223> BERM, . IMINIMML , . < I ' ' 4' - 0'. .„. .,„„. , ' 7 2 ,_.... .570"!c3" 9" 22 35 V\ FLOOR PLAN, SECOND LEVEL - AREA A SCALE: 1/8" = NORTH ' S6 2 , 12' 0" MAJOR CASE CONFERENCE PK;221> 83' - 6" Wla 28'- 6" S6.2 I S4.5 ACT SECURE FILES/EQPT S6.2 F C- 8' - 6' 17'- 10" ACT OPEN OFFICE <A217> •FD JAN <A218> zr) 8' - 7" " 2'-0" LCKR .0 . , i 1 'I el FEMALE LOCKERS 3 po LCKR CAT* - - 13- 1.0 1/4" PO LC R .13 CIViLIAN STAFF HALLWAY <A201> S6.2 TIGATIONS CH LAB A2 6 S6.2 8'- 10'' •• S6.2 C- ;o: SPECIAL OPS COMMANDER A2 <A214> S6.2 ' S6.2 , TEAM AREA <A215> 33' -4" 2' - 8 1/2" 2'- 9" 5' - 0" 4' -IQ" • -3 PO LCKR-• " 7 S4 2 4 '-""" ADA L , I S6.2 TYP. 14' -6" SEE A4 1 - ROOF PLAN AND TYPES S4.1b 1-3" EA • 8 CIVILIAN LOCKERS 11! 1.11 r 1 . 1 I MALE LOCKERS ' <A205> --.1%,,, ----- -- -- '- - 38' - 11" I''", PO LCKR =95 CIVILIAN =8 8' - 0" @ 2'-0" EA 9 PO LOCKERS TYP. 12' - 0" .@ 2'-0" EA ;b • 6 PO LOCKERS (TYP.) ce: I S6.2 2 12' -6" I 56.2 31 8' 0" , 4' ,- 0" __;_ Z, , ,2,- 9", 6' - 9" ;,, 6' - 9" IL 4' - 2" i' - 10, 167' - 5" S4 lb - - 0 1/2" S6.2 QUIET ROOM <A2LI> 9' - 0" 37' - 5" CLO / CPT OPEN OFFICE <A213> 8'- 0" 25 -6" 8' -2" I 7 PO LCKR @ 2'-0" EA 1D PO LOCKERS I-0" EA 20' - 4 3/4" ' QJIET R004 Eo <A210> I '4 - 0" 4' 0" 2' - 0" 54' • 11" FEC-1 S62 7' - 0" ELECTRIC <A209> CH CHA 20' -2" 22' - 5" S6.2 S6.2. 7. 46' -4" $8 3 1.1 RIG, OFCI EXERCISE <A207> 28' - 0 1/2" DT ROOM <A2OfF> 6' H WALL PADS W4 I 12' - 0" 7' - 6" 13 . 1'- 4 1/4/" 6H 11 9' - 6" 44 Al 1 - W4 14 Eo to; 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, MARKERJTACKBOARDS, 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 S E- L R 8 SINGLE -TIER WARDROBE LOCKER 24"W x 24"D WITH INTEGRAL BENCH H- ISI TO E 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 (NAL.) 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 i11N2 8 2019 City of Tukwila BUILDING DIVISION REOFIV'ED CITY ry:: TUKVHL„A CENTER KEY PLAN A C B H on corporation, ALL RIGHTS RESER t-• 2019, DLR Group inc , a REGISTERED ARCHITECT ERICA JANE LOYND STATE OF WASHINGTON TUKWILA JUSTICE CENTER 0 2 E a) 00 c H cr) LL < 0 o CONFORMED SET Issue Date - 05.10.2019 Revisions 8 04.02.19 - ADD-8 019 04.29,19 - RF1019 032 05.15.19 REI 032 047 05.20.19 - REI 047 73-17158-00 FLOOR PLAN, SECOND LEVEL -AREA A A1.2A LEGEND NOTES CARevit173-17158-00_TJC_AR_2018_Central_sschmitz. Esp FLOOR PLAN, SECOND LEVEL - AREA B SCALE: 1/8" = 1'-0" NORTH A /047\ i 1-2' r STAFF STAIR 24' - 6 3/4" 22'- 2" OPEN TO BELOW - -1 S6.2 STORAGE 8201> 4 -r;)-. ADA 11 A /047\ 33'- 4" 104' - 3" 1 Wlb (FD 79' -8 1/4" 14' - 5 3/4" 18' -5" Wlb 1",e (BD Cp) 1 1, ''' 4' -161" W...1 1,1 o. W , 1 \ 4 SEE A4.1 - ROOF PLAN AND TYPES \iWibHL S4 lb I 46' - 4" W4 V 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 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 34 SOLID SURFACE COUNTERTOP 35 STAINLESS STEEL GROMMET LOCATION CANOPY RE VEWED FOR 1 CODE COMPLIANCE APPROVED JUN 2 8 2 019 City of Tukwila BUILDING DIVISION 4.1131T: 11111 TUKW1 1111.4 P EFIM T E KEY PLAN A C B 0 -c-_ C C CO CL 2 a> uJ C.) L1.1 —J F- -a cT:1 Cs 0 CO E Co a, cc Co co CC *R. g H (6 3 CD -NC CONFORMED SET Issue Date - 05.10.20 19 Revisions 047 05.20.19 - RFI 047 7 3-1 7158-00 FLOOR PLAN, SECOND LEVEL -AREA B A1.2B C: Revit\ 73-17158-00_TJC_AR_2018_Central_sschmitzsvt Cs) 42 \ A7.2 2 21 EVIDENCE A2.2 ,1 SCALE: 1/4" . 1'-0" 20 8 137. 6'- 9" WORK COUNTER & BASE CABINETS LARGE + EVIDENCE <A136 > I 1 't t I f 1 I !w,1 CHAINLINK LARGE EVIDENCE CAGES OPEN SHELV,ING, OFCI (11-13-61) 18 "";'' DRIVE-IN DROP OFF AREA /8" / 1.-0" PROVIDE EXHAUST ARM IN ROOM DUTY BAG LOCKERS BAG & TAG WORK COUNTER & BASE CABINETS SINK WITH EYE WASH !*) EVIDENCE LAB <,---A1Y81> EVIDENCE <A137> 24 25 1.1 TYP 14 22 (6) 36" WIDE PASS-THRU CABINETS TYP. 10 EVIDENCE LOCKERS <A134> PERSONNEL FILE STORAG EW-1 (1) 36" WIDE TEMP. EVIDENC LCKR COUNTERTOP & BA5F SINK WITH EYE WAS 21 Al1 1 23 IN TS (2) 64" WIDE DRY NG CABINETS MONEY CABINET CA1130) FRIDGE, <A140 EMERGENCY EYE WASH STATION GUNS CABINET < A141 > PROPERTY STORAGE CABINET < A142> DRUGS <A143> \Q/ 32' -0" A.) \ Cl W2 4 A7.2 F 8' - 0" S4.1 VESTIBULE <C139.> P4 P2 S4:2_ C138 • ED 1WALL MOUNTED SS DETENTION GRADE 'BENCH, TYP @ ALL HOLDING 1' - 4" l' 4"I 13(Al2.3 GROUP HOLDING KC13±3> 2' - 1 1/2" P2 P2 Al2.3>14 ED' AP P2 ' DMR ED+ GROUP HOLDING <C13D 10' - 6 1/4" 41 HOLDING TV HOLDING 1:36) 5 S6.2] u ' P2 *; I; . L. STAFF WC '/ ) ; S4.1 I P2 ./ INMATE ADAr NON-CONTAct„. I VISIT I P2 INMATE ; NON -CONTACT VISITING <C142> P2 C142 TYP# PUBLIC ADA NON -CONTACT VISITING <C143> A9.6 PUBLIC NON -CONTACT VISITING r <C.L- <C144> ""Ti / A2.2 / SCALE: 1/4" . 54.1 20 S4.1_,); \CV S4.1 2 I P2 ! INTERVIEW P P2 INTERVIEW (A127> P2 A 27 S6.1 1 C. S6.2 1 P2 1 S6.2 1 4 A6 1 VESTIBULE <3126) 7"3 S6.2: S4.111- 0 C) 43 BOOKING ,A2.2'SCALE: 1/4" 1-0" 24/ Al1 3 -""m11111110.- 0 SHADE-2 OUTSIDE OF HOLDING A122 p) I 56.2 1 IA123AI.„ IA1238i .riP2 1, B.A.C. WALL MOUNTED SS DETENTION GRADE BENCH, TYP @ ALL HOLDING BOOKING AREA <A123> FD AP1 HOLDING I. CATS> P2 W2 S Al 24 HOLDING CA124> A 2 S6.2 ! 45 Al2.3) 15', JV HOLDING <A122> FD JV BOOKING (A121> S6.2 A WALL MOUNTED SS COUNTER I S6.2 FD (+) VESTIBULE 12-0> 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 17D 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 TER INDUSTRIAL LOCKERS 34 SOLID SURFACE COUNTERTOP 35 STAINLESS STEEL GROMMET LOCATION REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 1 2019 sty of Tukwia DING DIVISION FEOE: T/'C://WjC " PF1,11:,,1 CLNTER tecture © 2019. DLR Group inc., a Wa REGISTERED ARCHITECT /9 ERICA JANE LOYND STATE OF WASHINGTON LU Lii LU U) -1 F- TY OF TUKW To 0 CONFORMED SET Issue Date - 05.10.201 9 Revisions 5 03.15.19- ADD-5 04.02.19 - ADD-8 8 73-17158-00 LARGE SCALE PLANS A2.2 C: \ Revit \ 73-1 71 58-00TJC_AR_2018_Central_ BB MATCHLINE - AREA B / A3.1B + . o 0.8 4 GW 0' - 010 2 0 _0 TYP. , h K9 ;''' <A153> GWB ott SWAT & CDU GEAR <A155> --ARMORY < A144> GWB 10' - " RIFLE/ GUN, CLEANING „ GWB ot- VESTIBULEI <A133> ' LARGE EVIDENCE <1030 ii EQUIPMENT <A152> CHARGING APC-1 0'- 0" TRAFFIC FILES A151> fot GWB 9'- 6" CeIRCULATION <A148> <A15_k> GWB 8' - 0" GWB 0' -0" VVC <A149 > GWB 8' 0" I _ BRIEF IN <A1147 > GWB r ' ,r6,41 APC-2 10 - 0" GWB 9' -6" t ALIGN EVIDENCE <A137 > rr7—crv=rr-,- EVIDENCE GWB 10' - 0" I SGTIMEETIINIG- <A111> 11 APC-2 10' - 0" 1 GWB PATROL COMMAND A112 APC-1 1' • 9 1pt" 0 2'- 0" 13' 2'- 0" 13' :6" I r APC-3 10' - 0" SC- H.If COPY A129> ; 9'- 0" SC-1 < I 1 - I APC-3 10' - 0" APC-1 INTERVIEW <A128> 9'- 0' NTERVIEW <A127> 10' - 0" VESTIBULE <A126) ;‘• APC-3 0' -0" . ci BOOKING AREA SGB-1 9' - 0" HOLDING A125> ' • , 0 , HOLDING <A124> 10' - 1E-4— >e, 2'0' 2'- 0" 13' • 0" 6' - 9 1/2' 10' -0" it • JAN <3154 > IDF <A113.> 10' - 0" =1=111 1111=11111111,11.:;11 RECORDS STORAGE <A115> iI=.1,111,10=11,1 tr..7,1,1:1111,11,011,Z1,1111 OLD < A122) I SC-1 9' -0" APC-3 10' - 0" ...gm roar oroo. Iftwoo Ars Amor 01,11111. 01111110. ONO. 4 _ _ JV BOOKING SGB-1 9'- 0" fC VESTIBULE <A120 MEETING ROOM A118 MECH <A119> DRUGS <A143> 0 0 CD \o/ REFLECTED CEILING PLAN, FIRST LEVEL - AREA A SCALE: 1/8" = 1'-0" NORTH TYP. D 0 o 0 00 No21 SC-1 9'- 0" SC-1 1 VVoMEN b TOILET ' ,A101 GWB 9'- 0" • -- L',,t " . ,-• 010 t • (-A102-> . GWB 9' - 0" A RECORDS EN OFFICE • <A11T> EGRESS STAIR. Cgr> I I, CLERKS WINDOW FINGERPRINT <A109 > APC-1 10' - 0" GWB 10' • 0" CO Y Al APC-1 10'- 0" GWB RECORDS LOBBY <A100 > INTERVIEW • 54,41,THIr MDF <A107 > WAITING < A105) GWB 10' - 0" TYP. CD C) APC-2 10' - 0" NTERVIEW A1()_4.> APC-2 0' -0" SOFT NTERVIEW <A106> APC-2 10' - 0" 'B D. LEGEND NOTES 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" WOOD BEAM (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 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. ALL CEILING GRIDS/PANELS SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE. 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 FIXTURES, 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 H. IN AREAS WITH EXPOSED STRUCTURE CEILINGS, COORDINATE 1r 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. J. ALL GYPSUM WALLBOARD CEILINGS TO BE PAINTED PT-9. K. ALL EXPOSED CEILING ELEMENTS TO BE PAINTED PT-10. HATCH LEGEND CANOPY SAAT CEILING FINISH, SEE A0.2 COLOR AND MATERIAL SCHEDULE FOR ADDITIONAL INFO SAAT OCCURS 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 EWED FOR CODE COMPLIANCE APPROVED JUP2L 2019 City of Tukwila BUILDING DIVISION CITY 0.;' KEY PLAN A C B Architecture Engineering PI ©2019, DLR Group inc., a Washington corporation, ALL RIGHTS RESE REGISTERED ARCHITECT 1)1 ERICA JANE LOYND STATE OF WASHINGTON LLJ z w LLJ o TO —3 Zur go, 10 (7) < D L. — CONFORMED SET Issue Date - 05.10.2019 Revisions 8 04 02 19 - ADD-8 73-17158-00 RCP, FIRST LEVEL -AREA A A3.1A C:\Revit173-17158-00_TJC_AR_2018Central_sschmitzsvt 0 0 ACCREDITATIO ' WORKROOM MATCHLINE - AREA B / A3.1B 0 0 0 0 o 0 0 PSU COMMANDER <A231) CHIEF OF POLICE < A231> DEPUTY CHIEF OPERATIONS - < A238> SECURE STORAGE <A240 APC-1 IF- 0" APC-1 10' -0" 12' - 0" Y..11, .• 1 1 ; !!..t.::::,==-7.-21---.2!! _ ---_-• 7- t APC-3 10'- 0" I I I PSU OPEN OFFICE < A228> t_CONFERENCE 11 ROO APC-2 10' - 0" GWB 0' - 0" ADM liN -COMMANDER A236> APC-1 10' - 0" GWB 0'- 0" APC-1 10' - 0" APC-1 10' -0" r 1 - POLICE ADMIN OFFICE 20' - 0" APC- 0'- 0" OPY/ WO KROOM (iA239> 3 APC-1 10'- 0" -0 APC-3 0'- 0" 1 • • 1 ; 1 r ; • SECURE FILES A22 APC-1 --C°PWW.A°22R7K>R°9 10'- 0" 0 MCU EQUIPMENT CA-2 2-5) • APC-1 1 0' - 0" GWB 10'- 0" 42 A7.2 2- 0" C MCUOPE FICE1!! APC-3 [ 1Z 0" 10'- 0" < A233 APC-2 8'- 0" ONE IDF <A224> APC-2 SOT MEETING ROOM GWB 9' - 6" a INVESTIGATION COMMANDER < A220 > •<A241 GWB 8'- 0" VVC <A242 > GWB 8'- 0" ACT SECURE FILES/EQPT <A219>, I. GWB 10' -0" 1 APC-3 10-0" LJ APC-2 APC-1 10' -0" APC-1 10'- 0" GWB 10'- 0" PEMALE7 LOCKERS <A203 > F+HI I I ! F TI_ ...L. . GWB 9' - 6" INVESTIGATIONS SPECIAL OPS TECH LAB COMMANDER CA-216> <A214:>, APC-1 10'- 0" (CD MAJOR CASE CONFERENCE < A221 > APC-2 10' -0" - I REFLECTED CEILING PLAN, SECOND LEVEL - AREA A 17 • 0" APC-3 10'- 0" APC-1 TEAM AREA <A2T5) 4 A6. APC-2 10'- 0" 1 00 GWB 9' - 6" GWB 9' -6" TI GWB 00 0 ED I ! I I ! • • 44' A3.3 MALE LOCKERS COPY <A212> QUIET ROOM QUIET ROOM KA210.> GWB 9' - 6" SCALE: 1/8" = 1-0" NORTH =.111.11171,1 1=1:4=Mt rixentsE <A207> C1242=411 attrtttt=t4ta DT ROOM < A208> 11,=1,11111= I1.=1,111=1-1 ======a• 0 CD LEGEND NOTES 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" WOOD BEAM (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 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 B. C. D. E. F. G. REFLECTED CEILING PLAN SHEETS. ALL CEILING GRIDS/PANELS SHALL BE CENTERED IN EACH ROOM UNLESS NOTED OTHERWISE. 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. 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. PROVIDE SUSPENSION SYSTEM AROUND ELECTRICAL FIXTURES, MECHANICAL GRILLES, DIFFUSERS, ETC. AT ACOUSTICAL PANEL CEILINGS. 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 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. I. 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. J. ALL GYPSUM WALLBOARD CEILINGS TO BE PAINTED PT-9. K. ALL EXPOSED CEILING ELEMENTS TO BE PAINTED PT-10. HATCH LEGEND CANOPY SAAT CEILING FINISH, SEE A0.2 COLOR AND MATERIAL SCHEDULE FOR ADDITIONAL INFO SAAT OCCURS 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 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 my City of Tukwila BUILDING DIVISION R, it', 0 Ft11. tt, "itt 1 KEY PLAN A C B ti• !".", — , tAct DLR Group Architecture Engineering Planning Interiors t 2019, DLR Group inc., a Washington corporation, ALL RIGHTS RESERVED REGISTERED ARCHITECT // ERICA JANE LOYND STATE OF WASHINGTON gir CONFORMED SET Issue Date - 05.10.2019 Revisions 032 05.15.19 - RFI 032 73-17158-00 RCP, SECOND LEVEL -AREA A A3.2A c:\nvwu73-17158-00_TJC_AR_201e_CentraLoscxnv ROOF TYPE - R1 ------- NOTE: LTTR = LONG TERM THERMAL RESISTANCE. TOTAL SYSTEM LTTR = 38 MINIMUM ROOF TYPE - R3 ROOF TYPES SCALE: 1 1/2" = 1.-0" \N 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 1/2" ROOF DECK, SEE STRUCTURAL '' x L ROOF TYPE - R2-4 I 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 15/32" PLYWOOD SHEATHING, SEE STRUCTURAL 2x4" NLT ROOF DECK AT R2-4, SEE STRUCTURAL [2x6" NLT ROOF DECK AT R2-6, SEE STRUCTURAL] 0 116' - 2 1/2" NORTH 128- 6" 44' - 3 1/2" 41' - 10" 11•116, Imma * 116' - 8" BB R3 15' • 8" OVERALL ROOF PLAN SCALE: 1/16" = 1%0' 1 5' - 6" 120' - 0" 115' - 6" 42" GUARD 7' -6". V'IF 9- 0" VIF -X\ 115' - 6" 130' - 0" CD 9 R1 R1 115.-6" 0 r\,,, A -42,44 444.,",4 / "v 'XA 1/4" / VNJ 120' -0" R2-6 ELEVATOR P.N. 129' - 3" ) 128' - 6" f N b- R1 0 k>, LI 1/4" / C-I,A) 0 A7.3 \ 120' -0" 34 TYP. A4.2 5' - 10 li2" '1> 20' - 0" A 1/4" / l'-O" 0 4x4 4x4 8' - 1 1/2",9' - 2 1/2" 9' - 0 1/2", " - 5 1/2" „ R1 N 128' -6" R1 112-4 1/4" / 1'-0" 133' - 115' - 6" 120' - 0" } 133' - 0" 120' - Qt.," 5 A. B. C. D. E. F. G. 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. ALL ROOF CURBS TO BE A MINIMUM OF 8" ABOVE ROOFING LEVELS. PROVIDE TAPERED INSULATION ROOF SADDLES AT ROOF CURBS TO PROVIDE APPROPRIATE DRAINAGE. SEE STRUCTURAL FOR FRAMING AROUND ROOF PENETRATIONS. 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. FLASH DRAINS, CURBS, VENTS AND STACKS PER MANUFACTURER'S RECOMMENDATIONS IF DETAIL NOT SHOWN ON PLANS. 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 90° t*-• (45° 1/4" I 1-0" 0 CANOPY FIELD VERIFY DRAIN LOCATIONS ROOF CRICKET WITH POSITIVE SLOPE TO DRAIN, SEE NOTE 'B', ABOVE, FIELD VERIFY ALL LOCATIONS WITH ROOF DRAIN LOCATIONS, TYPICAL. ROOF SLOPE INDICATOR FOR REFERENCE ONLY, SEE STRUCTURAL FOR ALL DECK SLOPE ELEVATIONS. FALL ARREST POST, SEE STRUCTURAL FOR EXACT LOCATIONS ROOF WALK PADS TO EQUIPMENT / ACCESS POINTS AS SHOWN, FIELD VERIFY LOCATIONS REV3EWED FOR CODE COMPLIANCE APP2OVED JUN 2 e 2019 City of Tukvviia LDING DIVISION flECE. r. ED C.44,i !44: V,/ t,„ 11' ,,,7sti CE"TER KEY PLAN A C B cf, 0 :15 REGISTERED ARCHITECT ERICA JANE LOYND STATE OF WASHINGTON L11 z C.) LLI (1) —J F- Li. 0 03 CD 0 CONFORMED SET Issue Date - 05.10.2019 Revisions 4 5 032 0113,19 - ADD-4 03,15,19 - ADD-5 05.15.19 - RFI 032 73-17158-00 ROOF PLAN AND TYPES A4.1 CARev;673-17158-00_TJC_AR_2018_Central_sschmitzsvt /2019 12:14:28 PM • / ^ " 1.1.; / j_t I 11 HORIZONTAL REVEAL, TYP. VERTICAL REVEAL, TYP. 11, EAST - B/C I I, I TYP. • "II,IF-7/77177,77,7,7t77,1777077, 0 16.5 TYP. TYP. 1r CD HVlf II I LI II 2'- TYP. 20 TYP., LOW ROOF 126' - 6" CAP ROOF 118' - 0" Level 02 113' -6" Level 01 100' - 0" A5.1 SCALE: 1/8" = 1'-0" ( 3 )1— cA) 0 31 NORTH - C A5.1 1 SCALE: 1/8" 1'-0" 1 hr TrYP I II I I TYP. 0 E ,E 0 0 EQ EQ CENTER 1r 1 — ; - E '11 ds, E „11 D 0 6 11 I I HA 11 0 I I d Level 02 113' -6" Level 01 100' -0" LJI 1,111111,1,:, 17- ,-. C2,L 1'1'1 /S13A'11' II 20 51 WEST - B/C A5.1 ' SCALE: 1/8" =1-0" TYP. 34 SOUTH - C A5.1 - SCALE: 1/8" = 11-0" 11 6 1S.4C w 1 I I 1 I I 11 I I 1 I i I i I I I I 1 __4...„--... i„---........„il , 1 , - - ' - -11 . 1 „ S' :'3'''B\ : i , . ' - , : .., 5 TYP. Level 01 100' -0" ' - LOW ROOF , 126' • 6" 1 i 0 \ if 11 8.1 CAP ROOF 1. 11 i 118' - 0" Level 02 113' - 6" i , Ir.,- 11I 01 0 Level 01 100' - 0" LEGEND NOTES EXTERIOR LEGEND NOTES A. EXTERIOR METAL PANEL COLOR W1/1a/3/4: 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 1 SCUPPER AND DOWNSPOUT, FULLY SHROUDED & CLIMB RESISTANT 2 BUILDING SIGNAGE AND ADDRESS, STAND-OFF LETTERING 12" HIGH, BACKLIT 3 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 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 MECH REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 201S City of Tukwila LE.„3_piLDING DIVISION r-,E• Et,‘„ 11)'' 1.1T i'"'",„7.1. rt. tv1 1, VicODliC) —6) LU C) p. REGISTERED ARCHITECT 411 ERICA JANE LOYND STATE OF WASHINGTON LU LU LU F- CONFORMED SET Issue Date - 05.10.2019 Revisions 73-17158-00 EXTERIOR ELEVATIONS A5.1 LO 0 0 0 0 0 0 0 OC) 0 CD LEGEND NOTES CARevit\73-17158-00 TJC AR 2018 Central_sschmiL rvt _ _ _ 5/24/2019 12:15:11 PM TYP. S 5B , M. 2'- 0" 11 P„ EASTii - A A5.2 , SCALE: 1/8" = 1'-0" 0 TYP. E 31 ; SOUTH -A t A5.2 SCALE: 1/8" = 1'-0" TYP. II TYP 69' -0" S 5C TYP. E = ROOF LEVEL 131' -0" 11.1 LOW ROOF 126-6" CAP ROOF 118' -0" Level 02 113' - 6" Level 01 100' -0" TYP. C-IF I , r ' 14 NORTH - A 10.2 8.1 TYR c 0 DI TYP. LOW ROOF 126' -6" CAP ROOF 118' - 0" Level 02 113' - 6" Level 01 100' -0" A5.2 , SCALE: 1/8" =1.-0" CDC 0 0 0 Jr 21 TYP. . c.i 111 It 1 11. 0 I 1 '11 TYP. 11 ! !! C.2 4 , _ , EQ 53 WEST - A ; ! 3' - 0" 4 ;3' - 0" -et A'11 0 SSA 2 E • ROOF LEVEL 131' -0" LOW ROOF 126' - 6" lir' CAP ROOF 118' - 0" "2 1-1 TYPi Level 0,11 2 Lit! 113' - 6" 'IV 0_ I < 1 a. I 1- 1 CI) 1.1.11 U, 01 >1 12 TYP. Level 01 100' -0" 0 0 C) 1 1 H II 18 2 LOW ROOF 126' -6" CAP ROOF 118' - 0" Level 02 113' -6" Level 01 100' -0" \t SCALE: 1/8" = 1'-0" EXTERIOR LEGEND NOTES A. EXTERIOR METAL PANEL COLOR W1/1a/3/4: 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 1 SCUPPER AND DOWNSPOUT, FULLY SHROUDED & CLIMB RESISTANT 2 BUILDING SIGNAGE AND ADDRESS, STAND-OFF LETTERING 12" HIGH, BACKLIT 3 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 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 MECH REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2019 City of Tukwila BUILDING DIVISION P ER ,70 C E -fl ER LLI H z L1.1 Lil _J H I— u_ 0 a a E w c co a a) < = o o 10 7 CONFORMED SET Issue Date - 05.10.2019 Revisions 4 03.13.19 - ADD-4 73-17158-00 EXTERIOR ELEVATIONS A5.2 Revrt\73-17158-00_TJG_AR_2018_Central_sschmii„ 0cv C cv cv - ELEVATION - HUB POP-UP NORTH s: A5.3 SCALE: 1/8" = 1'-0" 21 ELEVATION DT WEST \ A5.3 SCALE: 1/8" = 1'-0" OE , ROOF LEVEL 131' - 0" LOW ROOF 126- 6" LINE OF ROOF K 31 ELEVATION - DT NORTH \ A5.3 ,' SCALE: 1/8"1'-0" = CD CD 0 9 0 41 ELEVATION - HUB POP UP EAST A5,3 , SCALE: 1/8" =1*-0' ROOF LEVEL 131' - 0" lirJ LOW ROOF 126' - 6" CAP ROOF p_A1R_ 118' - 0" LINE OF ROOF ROOF LEVEL 131 - 0" LOW ROOF 126' - 6" CAP ROOF pAplik 118'- 0" 111-1 — LINE OF ROOF LOW ROOF 126' - 6" `14} CAP ROOF 118' - 0" Level 02 113' -6" 13 ELEVATION - COURT POP UP NORTH A5.3 ,' SCALE: 1/8" =1`-0" ▪ CAP ROOF 118'- 0" Level 02 113' - 6" — LINE OF ROOF 23 ELEVATION - COURT POP UP EAST A5.3 , SCALE: 1/8" =1.-0" ELEVATION - COURT POP UP SOUTH , A5.3 SCALE: 1/8" = 1.-0" (D 43 ELEVATION - COURT POP UP WEST A5.3 ! SCALE: 1/8" = 1'-0" CAP ROOF Lik 118' - 0" 1-1 Level 02 113' -6" LINE OF ROOF CAP ROOF 118' -0" CAP ROOF 4it 118' -0' Level 02 113' - 6" LINE OF ROOF LEGEND NOTES EXTERIOR LEGEND NOTES A. EXTERIOR METAL PANEL COLOR W1/1 a/3/4: 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 1 SCUPPER AND DOWNSPOUT, FULLY SHROUDED & CLIMB RESISTANT 2 BUILDING SIGNAGE AND ADDRESS, STAND-OFF LETTERING 12" HIGH, BACKLIT 3 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 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 MECH flREVEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2019 City of Tukwila BUILDING DIVISION CITY ',Di:TT ERMT R w REGISTERED ARCHITECT ERICA JANE LOYND STATE OF WASHINGTON Lii LU LU 1- C') -J CONFORMED SET Issue Date - 05.10.2019 Revisions 73-17158-00 EXTERIOR ELEVATIONS A5.3 E a 0 7); a 2 cL c\4 cv cr) LO \ A7.2 SCALE: 3/8" . 1'-0" INSULATED CORE METAL WALL PANELS MAJOR CASE CONFERENCE <A221 > EVIDENCE <A137> LOW ROOF 126' - 6" Level 02 113' - 6" Level 01 100' - 0" W1a-4— INSULATED CORE METAL — WALL PANE iS ALUM STOREFRO VEHICLE CANOPY T I INSULATED CORE METAL WALL PANELS OH COILING DOOR t O.H. MCU OPEN OFFICE <A223 > EVIDENCE <A137> 41 WALL SECTION 6 ,/ 42- WALL SECTION 7 s\ A7.2 SCALE: 3/8" = 1'-0" LOW ROOF 126' -6" Level 02 113- 6" Level 01 100' -0" W1a INSULATED CORE METAL WALL PANELS I Wla ALUM STOREFRONT 10 LOW12R69_06F, ,Agulkyr , ACCREDITATION PERFORATED RAINSCREEN WORKROOM OVER ALUM STOREFRONT <X30 WINDOW SIM K9 <A153> 43 ', WALL SECTION 8 SCALE: 3/8" = 1'-0" \ Level 02 113' - 6" METAL PANEL OVER METALWRAP INSULATED PANEL Level 01 100' - 0" ALUM STOREFRONT — 44 \ t, WALL SECTION 9 t, A7.2 ' SCALE: 3/8" 1'-0" 0 111••••• •••••••110,. 126' -6" - EXPOSED NLT DECK, SEMIGLOSS FINISH STRUCTURAL SUPPORT, PAINTED STRUCTURAL SUPPORT, PAINTED Level 02 113' - 6" STAFF STAIR Level 01 100' -0" Alk SIM PERFORATED RAINSCREEN OVER ALUM STOREFRONT WINDOW A /047\ METAL PANEL OVER METALWRAP INSULATED PANEL L W1_ I ALUM STOREFRONT LOW ROOF 126' - 6" Mr) EXPOSED NLT DECK, SEMIGLOSS FINISH 1 -- EXPOSED STRUCTURAL S PORT, PAINTED $ 14CTURAL SUPPORT, *TED BREAK AREA Level 02 113' - 6" Level 01 t7t- 100' -0" INSULATED CORE METAL WALL PANELS ALUM STOREFRONT W1a 45 WALL SECTION 10 46 WALL SECTION 11 SCALE: 3/8" A7.2 / SCALE: 3/8" = 1'-0" .„„ ILV Level 02 113' - 6" 1 REVEVD FOR CODE COMPLIANCE. APPMOVED jUiS 2 8 2019 City of Tukwila LBUILDING DIVISIODIRECTOR !-L C Level 01 100' - 0" a, REGISTERED ARCHITECT ERICA JANE LOYND STATE OF WASHINGTON Li F- CONFORMED SET Issue Date - 05.10,2019 Revisions 047 05.20.19- RFI 047 73-17158-00 WALL SECTIONS A7.2 toI E 0 a> 00 co ct <I o oo IC) r•-• O C•4 U LO cC FLASHING AT PARAPET TO END AT Z-CHANNEL PERFORATED RAINSCREEN OVER METALWRAP INSULATED PANEL 8" TYP. CAP ROOF Adji 118' - 0" IV Level 02 113' - 6" i2> POP UP AT GRID LINE 15 '0 A7.3 ; SCALE: 3/8" = 1-0" /04 t PERFORATED RAINSCREEN OVER METALWRAP INSULATED PANEL SHAFT FOR MECHANICAL EQIPMENT t-] 13 POP UP AT GRID LINE M '0 A7.3 ' SCALE: 3/8" = 1'-0" UHPC RAINSCREEN PANELS OVER METALWRAP INSULATED PANEL 7 43 WALL SECTION 12 0 CAP ROOF 118- 0" Level 02 113'- 6" ELECTRICAL <C128) ROOF LEVEL 131' - 0" METAL RAINSCREEN PANELS OVER METALWRAP INSULATED PANEL LOW ROOF 0 14 '‘ POP UP AT GRID LINE E A7.3 ; SCALE: 3/8" = 1'-0" PERFORATED RAINSCREEN OVER METALWRAP INSULATED PANEL Level 02 113'- 6" Level 01 100' - 0" A7.3 / SCALE: 3/8" = 1'-0" LOW ROOF 126' - 6" Level 02 414k,_ 113'- 6" mi-1 Level 01 100' -0" 44 WALL SECTION 13 A7.3 SCALE: 3/8" = 1'-0" 126' - 6" METAL RAINSCREEN — PANELS OVER METALWRAP INSULATED PANEL W1b -Th " - 15 \ POP UP AT GRID LINE 11 / SCALE: 3/8" = 1'-0" LOW ROOF 126' - 6" CAP ROOF 118' - 0" EXERCISE <A207 > RECORDS LOBBY < A100> / 45 WALL SECTION 14 \ A7.3 ) SCALE: 3/8" = 1'-0" E) -I W4 N LOBBY <13100> ROOF LEVEL 131' - 0" PERFORATED RAINSCREEN OVER METALWRAP INSULATED PANEL • CAP ROOF 118' - 0" 1-1 Level 02 113' - 6" REVEWED FOR !. CODE COMPLIANCE! APIROVEL) JUN 2 8 2019 City of Tukwila BUILDING DIViSION ,[\'' -1-4KViL 4):EP,:',41iTCENTEER Level 01 100' - 0" Architecture Enginee • © 2019, DLR Group inc., a Washington corporation, ALL RIGHTS ROSE REGISTERED ARCHITECT 17 ERICA JANE LOYND STATE OF WASHINGTON TUKWILA JUSTICE CENTER I— LL 0 CONFORMED SET Issue Date - 05.10.2019 Revisions 047 05.20.19 - RFI 047 73-17158-00 WALL SECTIONS A7.3 C:\Revit\73-17158-OOJJC_AR_2018_CentraLsschmitz rvt 5/24/2019 12:15:27 PM 0 CANE RAIL BELOW HANDRAIL ONLY EMERGENCY ACCESS STAIR - LEVEL 2 0 CD A8.1 2 SCALE: 1/4" = 1'-0" 4 RECORDS OPEN OFFICE <A117> MDF < ATOT> CANE RAIL, ALIGN WITH STRINGER TO- 8 0" CLEAR, ABOVE -- 21 EMERGENCY ACCESS STAIR - LEVEL 1 SCALE: 1/4" = 1'-0" PRECAST CONCRETE TREADS 10 0 [W3a I WALL HT 42" AFF @ LANDING STAFF STAIR CST) S6 2__: 13' - 3 3/4" 44 LANDING wipTH II 4 r; 13' - 6 1/2" ' ! 1 12 STAFF ACCESS STAIR - LEVEL 2 A /o42\ ASK 042. POST -TENSIONED CABLE RAILING A8.1 SCALE: 1/4" = 1'-0" A /o42\ 0 'IF cic--.09 • ! I I d i ? ! . = -3 I li 1! II I S6.2 I II ' I: I STAF-F-STAIR ,, , 1! r ; ; II III II f , CIRCULATIO <A148> LOUNGE <B116> 6' - 2" 1'- 0" 9" 3" Fcc S4.1 I ELEVA OR I MACHINE ROOM <B126> 3' - 8" 2'- 1 5'- 9" (/22 STAFF ACCESS STAIR - LEVEL 1 A8 1 -I SCALE: 1/4" = 1'-0" • LIJ cc a c I 0,1 33-1 I C4 CO 1 a CANE RAIL, PAINTED CONCRETE -FILLED ETAL PAN TREADS 13 EMERGENCY EGRESS STAIR - SECTION EGRESS STAIR OS= a CD 1/2" TUBE STEEL TOP RAIL, PAINTED 1 1/2" TUBE STEEL HANDRAIL!, PAINTED 1" TUBE STEEL BALUSTERS, PAINTED 1" TUBE STEEL RAILS, PAINTED CANE RAIL, PAINTED RECORDS OPEN OFFICE <A117> ED ROOF HATCH t, A8.1 / SCALE: 1/4" = BAR STOCK TOP RAIL, PAINTED POST -TENSIONED CABLE RAILING PLATE STEEL BALUSTER, PAINTED 0 4 3 a c4 OW ROOF 126' - 6" Level 02 113' - 6" LtleOYOl-Q•01" RVIEWFD7:6P; ODE COMPLIANCE ArrnovCo JUN 2 8 201Y City Of Tukwila BUIL DING DIVISION t — 2 A8.2 SS TUBE STEEL HANDRAILS N I I I A 42 LOW ROOF 126' - 6" CAP ROOF 118' -0" 111-2 Level 02 113' - 6" riP,It ()IT; I,JItt P T C.; C. TE NJ 23 STAFF ACCESS STAIR - SECTION A8,1 SCALE: 1/4" = 1%0" HSS TUBE STEEL STRINGERS, PAINTED Level 01 100' -0" REGISTERED ARCHITECT ERICA JANE LOYND STATE OF WASHINGTON coc° C"- . co < 1— = o o cc) '—I— CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03.15.19 -ADD-5 028 05.09.19 - RFI 028 032 05.15.19 - RFI 032 042 05.23.19- RFI 042 73-17158-00 STAIRS AND SECTIONS A8.1 4E' a) co' 0 ('41 <I C.) co (." EQ EQ , LANDING AT TUBE A8.2 2 SCALE: 1 1/2" = 1'-0" CL BEAM HSS, SEE STRUCTURAL ------ CONCRETE TOPPING ON METAL DECK - SEE STRUCTURAL -- STEEL ANGLE BEYOND 1/4" STEEL KICK PLATE AT LANDINGS CONCRETE TOPPING ON METAL DECK - SEE STRUCTURAL STEEL ANGLE BEYOND 21 LANDING AT EDGE \'\., A8.2 / SCALE: 1 1/2" =1-0" 11" TYP <-> - N- (-) 31 STAIR AT LANDING A8.2 .' SCALE: 1 1/2" 1'-0" 41 STAIR AT SLAB -ON -GRADE 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 STRINGER - SEE STRUCTURAL METAL PANS WITH CONCRETE FILL STEEL ANGLE WI EXP BOLT WI EMBED - SEE STRUCTURAL CONCRETE SLAB -ON-GRADE ON VAPOR RETARDER ON GRANULAR FILL - SEE STRUCTURAL CLOSURE PLATE 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 4 GUARDRAIL © STAFF ACCESS STAIR A8.2 ,1 SCALE: 1 1/2" = 1'-0" 11' 0 EQ EQ 6" 2" 32 STAIR AT LANDING A8.2 ) SCALE: 1 1/2" 6" 1' - 0" EDGE OF FLOOR LANDING OR RAMP SURFACE =kJ'4 42 WALL MOUNTED HANDRAIL — 1/4" CLOSURE PLATE AT STRINGER CONCRETE TOPPING ON METAL DECK - SEE STRUCTURAL HSS, SEE STRUCTURAL METAL PANS WITH CONCRETE FILL STRINGER - SEE STRUCTURAL •ct 0 0 1 1/2" 1 0 u_ 0 a. i"-‘4 Co 1 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 SCALE: 1 1/2" = 1-0" N 7 23 NOSING @ STAIR 1 A8.2 N SCALE: 1 : 1 - - ROOF ASSEMBLY ON STEEL DECK MINERAL WOOL INSULATION BETWEEN FLUTES FIRESTOP SEALANT SLOTTED TRACK, MECHANICALLY FASTEN 24" D.C. (1) LAYER 1" TYPE "X" GWB SHAFT LINER 4" C-H STUDS (1) LAYER 5/8" TYPE "X" GWB 14 ‘4 SHAFT WALL AT HEAD OF SHAFT A8.2 / SCALE: 1 1/2" =1-0" ABRASIVE STAIR NOSING CONC FILL METAL PAN STAIR CONTINUOUS CABLE RAILS -4r 1'- 0" 1'- 3" Co 33 PRECAST STAIR AT LANDING A8.2 SCALE: 1 1/2" .1-0" DEPTH OF ONE STAIR TREAD @ TYP VIF 1/4" GRIND FLUSH atet/ I2) 6" 1'- 0" OPENING SHALL BE LESS THAN 6" DIAM. SPHERE THREE MEDIUM SANDBLAST STRIPES, PER TREAD, TYP. STRINGER, SEE STRUCTURAL 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. 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 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" (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" D.C. FLEXIBLE SEALANT ELEVATOR PIT WALLS, SEE STRUCTURAL 34 SHAFT WALL AT ELEVATOR PIT A8.2 ) SCALE: 1 1/2" = 1'-0" 1 1/2" 1/4" MAX 3" — 1 1/2" DIAMETER HANDRAIL, TURN ENDS TO WALL GRIND SMOOTH ALL WELDS - SEE SECTIONS FOR T.O. RAIL MATERIAL TYPE cc 0 Z 0 (7)1 0 Z, 0 co z O. LT 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 44 HANDRAIL TO STUD WALL DETAIL A8.2 / SCALE: 3" =1'.-0" CO -El- i I t r1H a ...- 25 ELEVATOR SECTION :,A8.2 ,/ SCALE: 1/4" =1-0" 35 SHAFT WALL AT ELEVATOR PIT A8.2 /t SCALE: 1 1/2" = 1'-0" I T I T 4.„, 45 GUARD/HANDRAIL POST DETAIL A8.2 , SCALE: 3" = LOW ROOF 126' -6" CAP ROOF 118' - 0" Level 02 414b,_ 113' -5" lir' Level 01 100' -0" LAP BENTONITE WATERPROOFING OVER UNDERSLAB VAPOR BARRIER 12" MIN. ELEVATOR PIT LADDER BENTONITE WATERPROOFING (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" D.C. FLEXIBLE SEALANT ELEVATOR PIT SLAB, SEE STRUCTURAL BENTONITE WATERPROOFING JUN 2 2019 City of Tukwila WING 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 5/8" DIA EXP ANCHORS, EMBED 2 1/2" E °"' F CITY (172 1- PERT,ITT corporation, ALL RIGHTS RES © 2019, DLR Group inc., a Washi REGISTERED ARCHITECT TUKWILA JUSTICE CENTER CITY OF TUK CONFORMED SET SET Issue Date - 05.10.2019 Revisions 4 03,13,19 - ADD-4 5 03.15.19 - ADD-5 032 05,15.19 - RFI 032 73-17158-00 STAIRS AND SECTIONS A8.2 NUMBER NO. PANELS Level 01 A100.1 ;2 A100.2 _11 A101 11 A102 1 A103 A104 1 - - - 1A105 1 I - WIDTH DOOR AND FRAME SCHEDULE PANEL HT. THICK. 1MATERIAL I GLASS FRAME TYPE DEPTH MATERIAL TYPE 1 FIRE RATING1HW SET DETAILS HEAD 1 JAMB L. , JAMB R. 1 SILL 18 14 1/2" ALUM!I E.2 1 16 12/A9.51112/A9.5 - , 3' - 0" 17' - 0" 11 3/4" ALUM111/A9.5 1 ,I ,-- 3' - 7" 9' - 9" 11 3/4" ALUM1I 2 15 3/4" I ALUM _1.1 I 11.1 131/A10.2 SIM. I ; t 1 I. 1 i 1 3'- 0" 7'- 0" El 3/4"WD A 8 1/4" ; HM 11 [ : 36 ,15/A9.5115/A9.5 25/A9.5 25/A9.5 - ! 3' - 0" T - 0" 11 3/4" WD : A 18 1/4" HM I 1 36 125/A9.5 125/A9.5 ; - 3' - 0" 17' - 0" I 1 3/4" WD 1 D ! 8 1/4" HM 1 , ' 28 15/A9.5 125/A9.5 125/A9.5 - [ + I 3' - 0" 17' - 0" 11 3/4" 1WD D 1'18 1/4" HM li ' 28 25/A9.51125/A9.5 ! - 115/A9.5 1 I 15/A9.5 , 3' - 0" 17' - 0" 11 3/4" WD 1D 18 1/4" HM 11 1 132 125/A9.5 25/A9.5 - 3' - 0" 7' - 0" 1 3/4" IWD : 1D 18 1/4" HM 11 1 128 25/A9.5125/A9.5 - 15/A9.5 ---! - , ! '3'- 0" 7'-10" ! 1 3/4" HM 'SG3A ' D :3 1/4" HM , 1 ! 31 111/A9.6 __I 1 L r , A128 1 3'-:0" ! 7'- 0" 11 3/4" HM SG3A 1D 13 1/4" HM111 1 131 111/A9.6 !--- -- - - - - - ----- ! -1- A129 1 13' - 0" 17' -0" 1 3/4" WD !A 48 1/4" 1HM I ° ,!, , 28 13/A9.5 1 A130 3'-1 0" 17' - 0" 11 3/4" HM SG3A 1D 18 1/4" HM i 11 , 13 11/A9.6 12/A9.6 TA132 2 t 3' - 0" 7'-10" 11 3/4" ALUM 1B 14 1/2" ALUM E.2 ! '45 11/A9.5 12/A9.5 A133 2 3' - 0" 17' - 0" 1 3/4ALUM " B 14 1/2" ALUM E.2 1 11.2 141/A10.2 SIM. 34/A10.2 1 ! A134 1 1 I - 1 L 46 22/A10.3 23/A10.3 23/A10.3 I A136.1 12 13' - 0" 7' - 0" 1 3/4" HM 'A 15 3/4" 1HM 1 ! 19 131/A9.5 SIM. 124/A10.2 24/A10.2 - 1 4 A136.2 ! 2 3'-10" 7' - 0" 1 3/4" 1HM A 18 1/4" HM , 119.2 15/A9.5 25/A9.5 25/A9.5 - 146 22/A10.2 12/A10.2 12/A10.2 7 a 1 A138.2 ! 1 3' - 0" 7' - 0" 1 3/4" LWD A 18 15/A9.5 18 1/4" HM , 25/A9.5 25/A9.5 !A143 1 3'-10" 7' -0" , 1 3/4" WD 17 15/A9.5 25/A9.5 25/A9.5 - A144 1 4'-'0" 7' -0" ,1 3/4" 1HM !A 15 3/4" I HM 11 15 15/A9.5 25/A9.5 25/A9.5 - 1 A145 11 I 3' - 0" 7' - 0" 11 3/4" HM IA 5 3/4" I HM 1 134 ,15/A9.5 125/A9.5 25/A9.5 5 2k1 47.1A 1 , 3' - 10" 9' - 4" 1" Glass LA147.1B 11 131- 10" 9'- 4" 1" Glass A106 1 -- - - - - - ; ri A107 1 { 3' - 6" 7'- 0" [1 3/4" HM ! A 53/4" HM Ei 15 31/A9.5 SIM, 124/A10.2 24/A10.2 - -, 1 A108 1 13' - 0" 7' - 0" 11 3/4" WD , IA 8 1/4" HM 12 ! '28 13/A9.5 25/A9.5 125/A9.5 1- A109:1 3'-1 0" 7'-10" ; 1 3/4" WD r 1 D 8 1/4" HM 11 ! 15 15/A9.5 25/A9.55,2 /A9.5 !- 4 1A109.2 1 3' - 0" 17' - 0" 11 3/4" 1WD 11 D 18 1/4" HM 11 1 15 115/A9.5 ! 25/A9.5 125/A9.5 - 1 i IA111 1 ! 3' - 0" 17' - 0" I 1 3/4" WD 1 IA 18 1/4" 1HM 13 '25 13/A9.5 r I , 125/A9.5 - 1A112 1 3'- 0" 7'- 0" k 3/4" WD A 8 1/4" 1HM 13 125.1 13/A9.5 1 ! 25/A9.5 - 15/A9.5 i ----- - - - - - - ---- - - f A113 1 3' - 0" 7' - 0" 11 3/4" HM 1 , A 5 3/4" HM I 1 , 15 25/A9.51 25/A9.5 - ,A114 1 3' - 0" 7' - 0" 13/4" WD A 18 1/4" HM 125.1 13/A9.5 25/A9.5 - Al 17 1 3' - 0" 7' - 0" 1 3/4" WD A 18 1/4" HM 1 18 115/A9.5 125/A9.5 125/A9.5 - 1 - - - , 4 , 1A118 1 3' - 0" 17' - 0" 11 3/4" 1WD A 18 1/4" I HM 13 ' 28 13/A9.5 , , 25/A9.5 - , A119 2I 31/A9.5 ,- i 3' - 0" '7' - 0" 11 3/4" HM A 5 3/4" ! HM 11 , 4 14/A10.2 114/A10.2 - A121 13' - 0" 7' - 0" 11 3/4" HM SG3A D 8 1/4" 1HM 1 14 111/A9.6 12/A9.6 12/A9.6 --1- , A123.1 1 3' - 0" 7' - 0" 11 3/4" HM I SG3A D 8 1/4" 1HM 11 - 14 11/A9.6 12/A9.6 12/A9.6 r -- 1 A123.2 1 3' -0" 7'- 0" 1 3/4" HM SG3A D 8 1/4" 1HM 1 - 14 111/A9.6 12/A9.6 12/A9.6 1A127 1 12/A9.6 112/A9.6 1 , 112/A9.6 112/A9.6 ralsschmitz.rvt C: \ Revit\ 73-17158-00 TJC AR 2018 Ce _ _ _ a_ LL C.; 1A147.2 11 3'- 6" 9'- 4" 1" 1Glass A148 11 3' - 0" 7'- 0" 11 3/4" 1WD A149 il 3'__ 70" 7' -0" 11 3/4" 1WD A150 ILI_ _ 3' - 0" 7' - 0" 1 3/4" 1WD -A151 11 3' - 0" 7' - 0" 1 3/4" WD --; 3' - 0" 7' - 0" 1 3/4" WD '3' - 0" 7' - 0" 11 3/4" HM 3' -6" 7' - 0" I 1 3/4" ALUM '3' - 0" T - 0" 11 3/4" 1HM 3'- 6" 7' - 0" 11 3/4" 1WD ' 3" 7 0" 717 0" 11 3/4" WD 3' - 9" 9'- 10" 1 3/4" !ALUM 3' - 9" 9' - 10" 1 3/4" : 14 1/2" !ALUM ALUM 3' - 0" 7' - 0" 1 3/4" WD A 18 1/4" !NM ; 3 1A152 1 '1 A152.2 1 1A153 1A154 11 A155 1 A156 1 , 6100.1 2 B100.2 , 2 - - -- 18101 1 B102.1 1 B102.2 1 8103 1 B104 fi 8106 11 1-B107.1 '1 ------- B107.2 1 B108 1 8109 1 8110 ; Bill 11 B112 1 B113 1 3' - 0" 1117' - 0" 1 3/4" WD 3' - 0" 3' - 0" 17' - 0" 3' - 0" 17' - 0" 3' - 0" 3'7 0" :I T - 0" 11 3/4" WD 1 B116 ' 1 3' - 0" 71- 0" 111 3/4" WD r8117 11 3' - 0" 7' - 0" ' 1 3/4" WD [ ------ --- ---- ---- ---- ---- - - --- - - 44- - A 3' - 0" ' T - 0" 1 3/4" WD B114 1 18118.1 11 1 8118.2 I B119.1 2 B119.2 2 - - - - T1!B120 1 13210 I1 1C100 12 3' - 0" 10" 2" GLASS (1) 3' - 0" 0" 2" GLASS (1) 3' - 4" , 7' - 0" 13/4" HM 4' - 0" -7' - 0" 13/4" HM 3' - 0" 7' - 0" 1 3/4" ;ALUM ; . __ _ ...„ _ Cl 01 '1 3' - 0" 7' - 0" 1 3/4" WD C102 1 3' - 0" 7' - 0" 1 3/4" HM C103 1 3' - 0" 7' - 0" 1 3/4" 'ALUM C104 1 3' - 0" 1 7 - 0" 1 3/4" WD ! C105 1 3' - 0" 17' - 0" 1 3/4" ! D 1._ C106 3' - 0" 17' - 0" 1 3/4" _ WD ; I 14 1/2" 1ALUM 1 4 1/2" ALUM :8 1/4" 1HM ; 3 A 18 1/4" 1HM 1 A '8 1/4" HM 1 ! , A '8 1/4" HM 11 A :8 1/4" HM '1 A 8 1/4" HM ' 1 15 -115/A9,5 125/A9.5 , 4 1/2" ALUM 5.1 I 41/A10.2 SIM. I 34/A10.2 A 8 1/4" HM 1 21 I15/A9.5 I 25/A9.5 A 8 1/4" HM I 15 15/A9.5 125/A9.5 A 8 1/4" HM 1 15 15/A9.5 125/A9.5 4 1/2" !ALUM 1 31/A10.2 ▪ 1 1 3/4" WD A 8 1/4" HM 3 1 3/4" WD D 5 3/4" HM 1 1 3/4" WD C 5 3/4" HM 2 1 3/4" WD A Ill - 3" HM 1 13' - 0" !T - 0" 1 3/4" WD A ! 5 3/4" HM 13 3' - 0" 7' - 0" 1 3/4" WD 1A 18 1/4" HM 3 19 3' - 0" 7' - 0"_ 1 3/4" WD [!-- ' 15/A9.5 ! 3' - 0" 7' - 0" 1 3/4" WD A ! 1' - 3" HM 11 ! 20 25/A9.5 25/A9.5 3' - 0" 7' - 0" 1 3/4" HM A 18 1/4" HM I 1 2! 0 15/A9.5 25/A9.51 3' - 0" I 7'- 0" , 1 3/4" WD A 5 3/4" 1HM 13 128 13/A9.51; 25/A9.5 - 33/A9.5 133/A9.5 1 4 45.1 -122/A9.5 22A/A9.5 34 13/A9.5 125/A9.5 1 39 I 15/A9.5 125/A9.5 25/A9.5 - 39 115/A9.5 125/A9.5 25/A9.5 - 1 1▪ 15 115/A9.5 125/A9.5 25/A9.5 - 15 115/A9.5 125/A9.5 25/A9.5 31/A10.2 117 '13/A9.5 25/A9.5 12/A9.6 12/A9.5 34/A10.2 • • 25/A9.5 34/A10.2 125/A9.5 25/A9.5 - 25/A9.5 - 25/A9.5 25/A9.5 43/A9.5 43/A9.5 25/A9.5 25/A9.5 - 25/A9.5 - 25/A9.5 9 13/A9.5 17 15/A9.5 ! 25/A9.5 12 13/A9.5 125/A9.5 [20 15/A9.5 125/A9.5 28 13/A9.5 25/A9.5 13/A9.5 A '5 3/4" HM '2 112 13/A9.5 ; 25/A9.5 3' - 0" 7' - 0" 1 3/4" WD A 15 3/4" 1HM 3 9 I 13/A9.5 3' - 0" 171 - 0" 1 3/4" WD A 18 1/4" 1HM 1 38 25/A9.5 A 8 1/4" ; NM 1 39 115/A9.5 15/A9.5 25/A9.5 A 8 1/4" I HM 3 25.1 113/A9.5 - ,- - 25/A9.5 - 25/A9.5 25/A9.5 25/A9.5 - 25/A9.5 - 25/A9.5 125/A9.5 B 18 1/4" IHM 3 9 113/A9.5 25/A9.5 A 18 1/4" 1HM 1 38 115/A9.5 25/A9.5 125/A9.5 B 8 1/4" 1HM ! 3 , 9 13/A9.5 125/A9.5 46 4 1/2" ALUM IA 5 3/4" HM I 1 ▪ 46 ,4 1/2" !ALUM 1E.2 ;6 I --I -I 8 1/4" HM 1 15 1A 5 3/4" ; HM E.1 15 1B 4 1/2" ALUM i E-2 3 , 1A 8 1/4" ' HM 11 , 40 1 1 - 111/A10.2 1 A-141/A10.2 SIM. 45 ;41/A10.2 SIM. -MIN 17 115/A9 5 125/A9.5 125/A9.5 1- A 8 1/4" 1HM 11 140 - - - - -------- - - - - - - - - - - C 5 3/4" , HM 11 28 ! . C107 3' - 0" 1 7'- 0" 1 3/4" ,WD 1 C 5 3/4" HM 1 128 15/A9.5 C108 1 3' - 0" 17' - 0" 1 3/4" 1WD I - I C 5 3/4" HM 1 _ _ _I 28 115/A9 5 1C109 1 3' - 0" 17' - 0" 1 3/4" ! D 1C 5 3/4" HM „ ! _ ! 2 117 113/A9.5 1C110 1 3' - 0" 17' - 0" 1 3/4"' D !A 7 1/4" HM 1 1 139 15/A9.5 CI 11 3' - 0" 7' - 0" 1 3/4" TWD 'C 5 3/4" I HM 2 115 ! 13/A9.5 I 25/A9.5 125/A9.5 - 1 1 ! ! C113.1 1 13' - 0" 7' - 0" 1 3/4" ' WD C 5 3/4" HM 128 15/A9.5 25/A9.5 25/A9.5 '' - C113.2 1 13' - 0" 7' - 0" 1 3/4" I WD A , 9 1/2" HM 1 ! I 17 ; 15/A9.5 25/A9.5 125/A9.5 1- , 1 C114.1 1 IL 3' -0" 17' -0" 1 3/4" ;WD C 17 1/4" ! HM ! 1 1 , 28 115/A9.5 25/A9.5 25/A9.5;1- , , -., 1C114.2 1 13' - 0" i 17' - 0" 1 3/4" WD , ;A ;7 1/4" HM 1 17 15/A9.5 , 25/A9.5 125/A9.5 1- I 21/A10.2 11/A10.2 11/A9.5 112/A9.5 12/A9.5 15/A9.5 25/A9.5 25/A9.5 - 31/A9.5 SIM. 24/A10.2 24/A10.2 41/A10.2 SIM. [34/A10i2 15/A9.5 25/A9.5 25/A9.5 - 15/A9.5 125/A9.5 125/A9.5 - 115/A9.5 25/A9.5 ! 25/A9.5 1 - 4 - - _ 25/A9.5 ! 25/A9.5 1- 25/A9.5 _125/A9.5 - 25/A9.5 125/A9.5 1- ! 25/A9.5 25/A9.5 1- C115.1 1 3' - 0" 7' - 0" 1 3/4" 1WD , A 7 1/4" 1HM 13 ! ' 16 I 13/A9'5 25/A9.5 C115.2 11 3' - 0" 7'-10" 1 3/4" 1WD 1 A 7 1/4" 1HM 1 i 3 25.1 ! 13/A9.5 112255//AA99..55 C116.1 11 , 3' - 0" '7' -0" 1 3/4" WD IA 7 1/4" I HM ,3 131 C116.2 1 I L 5 3/4" HM 43 1I113/AA99,55 5/ LI 3' - 0" 12' - 8" 1 3/4" HM , , . , 28 115/A9.5 , , C117 1 3'1- 0" ! 7' - 0" 1 3/4" WD D 5 3/4" 1 HM 11 25/A9.5 125/A9.5 II 15/A9.5 C118.1 11 ! 3' - 0" 17' - 0" 1 3/4" , ! , D 7 1/4" HM 11 17 25/A9.5 25/A9.5 1 C118.2 11 , 4 3' - 0" 17' - 0" 1 3/4" C 8 1/4" HM 11 32 : 15/A9.5 25/A9.5 25/A9.5 1- t a a 115/A9.5 3' - 0" ;7' - 0" 1 3/4" ! ! , C119 11 1 D 18 1/4" 1HM 25/A9.5 !25/A9.5 1 140 ' 1.3 141/A10.2 44/A10.2 144/A10.2 15/A9.5 125/A9.5 125/A9.5 1 0122 3' - 0" ! 7'- 0" 1 3/4" 1WD A 17 1/4" , HM 3 ' 28 125.1 13/A9.5 125/A9.5 17- 0"1 C123 -1-11 3' - 0" ' 3/4" ! WD/A 1 1 - LA 17 1/4" 1HM 3 25.1 113/A9.5 0124 ' 1 ! 3' - 0" 7'1- 0" 11 3/4" 1WD A 17 1/4" I HM ! 3 1 125.1 13/A9.5 ! 2255/A95 9:5 i- , I C125 1 3'1- 0" 7'1- 0" 11 3/4" 1WD !A 18 1/4" HM1! 1 140 15/A9.5 ! 25/A9.5 25/A9.5 - C126 1- 1 3' 0" '7' 0" 11IA 8 1/4" HM 11 40 DOOR AND FRAME SCHEDULE PANEL NUMBER NO. PANELS] WIDTH HT. 1 THICK. 1MATERIAL GLASS FRAME 1 FIRE ' DETAILS DEPTH i MATERIAL1TYPE1RATING !HW SET HEAD JAMB L. JAMB R. SILL C120 1 3, - 0„ 7'- 0" 1 3/4" ALUM ' B 4 1/2" 1'ALUM E.2 1 C121 11 3''- 0" , 7' - 0" 1 3/4" WD A 7 1/4" HM11 25/A9.5 C127 1 3' - 0" 7' - 0" 11 3/4" 1HM A i 5 3/4" HM ! E.1 5 131/A9.5 14/A10.2 14/A10.2 I C128 1 3'- 0" 7'- 0" 11 3/4" ! HM IA 15 3/4" HM 1E.1 3 131/A9.5 14/A10.2 14/A9.6 , C129 1 3'-10" 7'- 0" 11 3/4" HM 1A 15 3/4" HM a . 1E.1 5 ' 31/A9.5 14/A10.2 14/A9.6 Cl 31 2 3' - 0" 17' - 0" 11 3/4" "WD ' D 18 1/4" I HM 11 17! 25/A9.5 125/A9.5 , 4 15/A9.51 C132 1 13' - 0" T - 0" ! 1 3/4" i WD IA 18 1/4" 1HM 11 115 115/A9.5 I 25/A9.5 125/A9.5 . ,; C133 1 , 1 1 1 , , 43' - 0" 7'- 0" 11 3/4" WD1IA 8 1/4" HM 13 35 13/A9.5 ! 1- 1:25/A9.5 ! B 18 1/4" HM ! 2 ! 25/A9.5 125/A9,5 1C134 2 3'1- 0" 7' - 0" 11 3/4" 'WD 7 15/A9.5 --1- - - 1 1- 0135.2 1 13' -0" 7'- 0" 11 3/4" WD A I 5 3/4" HM 1 17.1 15/A9.5 125/A9.5 _125/A9.5 - C135.3 1 3'-10" 17' -0" 11 3/4" I WD , , , A 15 3/4" i HM 1 ! 17.1 15/A9.5 125/A9.5 25/A9.5 - ! C135.4 11 ; 3' - 0"0" ! 1 3/4" WD11A , 5 3/4" !NM 11 : 17.1 15/A9.5 IT - 125/A9.5 - r 25/A9.5 - ' C136 1 '3' - 0" 7' - 0" 11 3/4" 113 11/A9.6 12/A9.6 112/A9.6 C140 11 4" A 18 /4" HM -1 140 25/A9.5 25/A9.5 C143 1L_IC1441;11 FENCE 11FENCE 2 FENCE 3 S1 11 31- 0" !171- 0" 1 3/4" 1HM !A 15 3/4" Level 02 A200 12 131- 0" - 0" 11 3/4" , WD A202 11 ! 3' - 0" - 0" 1 3/4" !WD A203.1 1 3' - 0" 17' - 0" 1 3/4" 1WD A203.2 1 3' - 0" 117' - 0" 1 3/4" 'WD , A205.1 1 3' - 0" 17' - 0" 1 3/4" WD 15/A9.595 L .15/A 3' - 0" 7' - 0" 15 ' 1 3/4" 25/A9.5 125/A9.5 3' - 0" 7' - 0" 11 3/4" WD 1D ' 8 1/4" HM , 1 15 15/A9.5 ! 25/A9.5 125/A9.5 - : ! . 1 , ' 1 ' 1 i i , ! 1 , , -1- 142/A10.2 HM ! E.2 13 14/A10.2 !'14/A10.2 , A213 11 13' - 0" A214 1 13' - 0" 7 - 0" A215 2 13' - 0" T - 0" A216 1 131- 0" 7' - 0" A218 1 ! 3 - 0 7 - 0 , A219 11 3' - 0" 7' - 0" A220 11 3' - 0" 17' - 0" , 1 , 1A221 ! 2 A222 II A224 11 A225 11 A226 , 1 A227 ! 1 A229 ' 1 A230 1 A231 11 A232 11 A233 t 1 115/A9.5 125/A9.5 f B 15 3/4" ' HM 4 12 10 I15/A9.5 125/A9.5 25/A9.5 - !A 18 1/4" !HM 11 A 18 1/4" 1HM 1 130 15/A9.5 125/A9.5 125/A9.5 - A 18 1/4" HM 1 30 15/A9.5 I25/A9.5 125/A9.5 A 18 1/4" HML 1 15/A9.5 '25/A9.5 25/A9.5 30 A205.2 1 1 _13' - 0" ' 7'- 0" 1 3/4" WD ... A ! 8 1/4" HM ! 1 30 113/A9.5 !2255i/AA99..55 25/A9.5 r i 15/A9.5 A207.1 11 13' - 0" IT - 0" 11 3/4" 1 D 1B ] 8 1/4" HM : 3 1±37 1- A 18 1/4" HM 1 15 i15/A9.5 1 i , , A209 11 I25/A9.5 25/A9.5 I- I 3' - 0" !T - 0" - 4i 1 3/4" !HM 1 t I I 4 A210 11 :3' - 0" 7' - 0" 11 3/4" WD !A 18 1/4" ; HM 1 138 125/A9.5 125/A9.5 A211 11 115/A9.5 I 4 ! 3' - 0" 7' - 0" ! 1 3/4" ! WD A 1 8 1/4" HM 1 - 38 15/A9.5 125/A9.5 125/A9.5 A212 ' 1 13' - 0" 7' - 0" 11 3/4" 11WD ! IA 8 1/4" ' HM 3 28 13/A9.5 7' - 0" 11 3/4" WD , , , ! 125/A9.5 11125/A9.5 '8 8 1/4" HM 3 ! 17 13/A9.5 1 3/4" 'WD- 1 !A 8 1/4" 1HM 25.1 13/A9.5 I 3 1 25/A9.5 1 1_ 1 3/4" 1WD 1 i-1 144 ' 15/A9.5 25/A9.5 25/A9.5 1- , 1 3/4" WD ID 8 1/4" HM -I - IA 15 3/4" 1HM 2 1 25.2 13/A9.5 25/A9.5 25/A9.5 1 3/4" HM A 18 1/4" HM 1 20 115/A9.5 , 25/A9.5 25/A9.5 1 3/4" WD A 15 3/4" HM 2 115 113/A9.5 125/A9.5 125/A9.5 - 1 3/4" 1WD !A 18 1/4" I HM 25.1 113/A9.5 1 125/A9.5 - -4- , L ; 3' - 0" 17' - 0" 1 3/4" WD 1D 18 1/4" I HM 1 44 115/A9.5 3' - 0" It 7' - 0" 11 3/4" IWD , 'A 8 1/4" ! HM ,125 13/A9.5 I25/A9.5 125/A9.5 - 25/A9.5 - 13' - 0" '7' - 0" 11 3/4" ' HM 1A 8 1/4" 'HM 17 15/A9.5 25/A9.5 25/A9.5 _ : ! ! 1 --, 3' - 0" 7' - 0" 11 3/4" _LWD I D 8 1/4" 1HM 1 15 15/A9.5 25/A9 5 25/A9 5 3'- 0" 7' - 0" 11 3/4" 1WD -I 1 - -k. ' B 5 3/4" I HM , - 13 117 113/A9.5 125/A9.5 1 25/A9.5 1 ![ 13/A9.5- 3' - 0" IT - 0" 1 3/4" I WD ; 1 A 8 1/4" HM 1 _L 3 128 I- 3' - 0" 7* - 0" 11 3/4" WD 'A -1 L 18 1/4" 'HM ' 1 25/A9.5 11-25/A9.5 1- :, 4 116 115/A9.5 ! ! 3' - 0" 17' - 0" 11 3/4" WD 1 ' 15/A9.5 125/A9.5 25/A9.5 - DOOR AND FRAME SCHEDULE GENERAL NOTES A. ALL HOLLOW METAL FRAMES SET IN METAL STUD WALLS SHALL BE FILLED WITH MINERAL WOOL INSULATION, B. ALL EXTERIOR FRAMES SHALL BE INSTALLED WITH 1/4" SHIM AND SEALANT AROUND PERIMETER OF FRAME. C. 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. D. EXTERIOR FRAME TYPES ARE INDICATED WITH A HEXAGON SYMBOL, E. 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. F. 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 A 18 1/4" 1HM 3 ! 25 13/A9.5 25/A9.5 - 3' - 0" 1 7'A - 0" 11 3/4" WD 18 1/4" HM 3 25.1 13/A9.5 25/A9.5 0" 7' - 0" 11 3/4" WD A !18 1/4" HM 3 25 13/A9.5 ] 25/A9.5 ! ! 3' - 0" IT - 0" 11 3/4" WD !A 15 3/4" I HM 3 *38 I 13/A9.5 125/A9.5 [A ;15 3/4" 1HM-1 - A234 1 13' - 0" 17' - 0" 11 3/4" WD 3 38 A235 t 1 L3' - 0" 17' - 0" ; 1 3/4" WD B 18 1/4" HM 3 17 113/A9.5 13/A9.5 25/A9.5 L125/A9.5 A236 11 13' - , 0" 17' - 0" 11 3/4" D -, --r A237 'i 1 3' - 0" 17' - 0" 11 3/4" WD -1- I A238 11 13' - 0" 17' - 0" 1 3/4" WD A239 11 ! 3' - 0" 14] 7'- 0" 11 3/4" 1 WD A240 11 13' - 0" 17' - 0" ' 1 3/4" 1WD A241 11 13' - 0" 17' - 0" 1 3/4" WD A242 11 '3' - 0" 7' - 0" 1 3/4" WD B201 :1 13' - 0" 7' - 0" 1 3/4" HM1 ROOF LEVEL 1 NO. OF NUMBER PANELS Level 01 WIDTH PANEL HEIGHT THICK. MATERIAL 5 3/4" HM 2 25.1 13/A9.5 125/A9.5 ! 25/A9.5 - 25.1 8 1/4" HM 3 -1 - L- - 13/A9.5 ; 1 t125/A9.5 - 8 1/4" HM 13 125.1 113/A9.5 I 25/A9.5 1A 115 3/4" HM 13 128 113/A9.5 125/A9.5 1 - TA 18 1/4" HM 11 115 115/A9.5 125/A9.5 '25/A9.5 - 1- A 18 1/4" HM ' 1 ! 39 15/A9.5 25/A9.5 25/A9.5 - A !8 1/4" 1HM 11 39 15/A9.5 25/A9.5 25/A9.5 IA 118 1/4" l'HM 1 22 15/A9.5 125/A9.5 25/A9.5 DETENTION DOOR AND FRAME SCHEDULE GLAZING FRAME TYPE DEPTH MATERIAL 1A120 11 3' 0" 7' 0" 2" 11, GALV DHM SG3A GALV A122 1 13' - 0" 7'- 0" 12" I DHM SG2 1DC 4 1/2" DHM , 1A124 1 13' - 0" 7' - 0" 12" DHM1 1A125 1 13' - 0" 7'- 0" 12" t DHM 1 - - - ! -- - -1- - --- - - 1A126 1 13' - 0" 7'- 0" I2" : GALV DHM ' - - - - I --- C135.1 .11 10137 11 3' - 0" 17' - 0" 2" ! 3' - 0" 7' - 0" 12" DHM 1C138 1 3' - 0" 17' - 0" 2" I 0139 1 i 3' - 0" 7 - 0" 2" ! , ! C141 1 13' - 0" IT - 0" 2" DETAILS FIRE 1 JAMB 1 JAMB GLAZING ; TYPE RATING1HW SET HEAD LEFT 1 RIGHT SILL D.D 6" DHMISG3A D.2 D.1 ! _ SG2 D.0 4 1/2" DHM It- D.1 - SG2 TD.0 4 1/2" DHM 1- D.1 - SG3A LD.D 16" GALV DHM1LSG3A D.2 - 1 - : D.A ;5 1/4" ' DHM jSH1 1D.1 - D.0 14 1/2" IDFIM , 1 SG3 *D.2 I , j D.0 ! 4 1/2" 1DHM SG3 D.2 D.D 16" : GALV DHM SG3A 1D.2 D.0 I 4 1/2" 1DHM 1D.1 1 0142 1 1r3' - 0" - 0" 12" !D.0 14 1/2" 1DHM 1- IDA DHM SG2 DHM SG2 GALV DHM SG2A DHM SG2 DHM SG2 SH2 SH3 13/A9.6 15/A9.6 T15/A9.6 SH3 13/A9.6 15/A9.6 T15/A9,6 ISH3 13/A9.6 15/A9.6 ;15/A9.6 - ! SH2 !SH1 SH3 13/A9.6 15/A9.6 15/A9.6 SH3 13/A9.6 15/A9.6 15/A9.6 SH2 SH3 13/A9.6 15/A9.6 15/A9.6 I - A 1SH3 13/A9.6 15/A9.6 115/A9.6 1- fr7. C 1.47)4-4. kj t< .,; '----REVIEWED FOR CODE COMPLIANCE! APPROVER AM 2 8 2111' City of "Tukwila BUILDING DIVISION 0 D tion, ALL RIGHTS RESERVED Architecture Engine REGISTERED ARCHITECT U_ 0 I- 5 co Co Cv- co CO CD < .- c) CONFORMED SET Issue Date - 05.10.2019 Revisions 5 0315.19 - ADD-5 11 04.17.19 - ADD-11 73-17158-00 DOOR AND FRAME SCHEDULE A9.1 s F-4 2' 10" 2' 10" - F COUNTERTOP: SS-2 CABINET FACES: PLAM-2 COPY AREA A11.1 /) SCALE: 1/4" = 1'-0" EYE WASH BASE BEYOND, AS SCHEDULED CN 3' - 0" L 3' - 6' 3'7 6" ADA CLR COUNTERTOP: SS-2 CABINET FACE: PLAM-2 7 21 EVIDENCE SHELVING - NORTH A11.1 ,) SCALE: 1/4" = 1'-0" ( )31 CHARGING \, A11.1) SCALE: 1/4" 4" BACKSPLASH: SS-2 TALL CABINETS TO BE LOCKABLE, TYP, VERIFY REQ'D CLEARANCES WITH EQUIPMENT SPEC, TYP -1.-... MW - l',1 s ' + - — REF ' , REF o r ' N : 11 4 1 , II* 11, FAO- 3' - 0" III",; F 3' - 0" 10' lio 4' - 11 3/4" /2' - 10" ; 3' - 0" F 3' - 0" ' 20' - 1 3/4' FV sa 04 04 - 8"_ 2' - 4 3/4" JF I 7 - 10 3/4 FV COUNTERTOP: SS-1 CABINET FACE: PLAM-1 12 `; GALLEY KITCHEN \ A11.1 / SCALE: 1/4" =1%0" 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 TALL PASS TUMULTI PASS MED. PASS SM. PASS LG/MED. PASS REF. (2) F/R DOOR (5) F/R DOOR; -(8) F/R DOOR (12-14) F/R (5) RR DOOR1 (15) F/R D. 0' '0 LJ -a 0 h a FRIDGE UNIT 3' - 0" TYP. V4F 18' - 0" GWB FASCIA, PAINT PT-1 WALL TYPE PER PLANS BUILT- IN EVIDENCE PASS THROUGH LOCKERS ))\ PASS -THROUGH EVIDENCE LOCKERS - SOUTH '\All SCALE: 1/4" = 1'-0" 04 COUNTERTOP: SS-2 CABINET FACE: PLAM-2 BIKE REPAIR \A11.1/2 SCALE: 1/4" =1%0" <L, 04 fzo COORDINATE STEEL ANGLES WITH ELECTRICAL OUTLET LOCATIONS, TYP HIDDEN 1 1/2" x 1 1/2" STEEL ANGLES SHOWN DASHED u u u u U U U U U COUNTERTOP: SS-2 13 \ CHARGING STATION 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 \ A11.1,2 SCALE: 1/4" =1-0" • 4. , ! \ F — 1-== 5' - 4" L 5' - 4" EVIDENCE DRYING CABINETS - SOUTH A11.1 ;) SCALE: 1/4" = 1'-0" EQ4 3' - 6" 3' - 6" 7' - 2 3/4" CABINET FACE: PLAM-1 EQ '‘ CONFERENCE ROOM A ( 33 A11.1Y SCALE: 1/4" = 1'-0" VERIFY REQUIRED CLEARANCE WITH EQUIPMENT SPEC FUME HOOD & CABINET HIDDEN 1 1/2" x 1 1/2" STEEL ANGLES SHOWN DASHED u u u u u u 20' - 0" COUNTERTOP: SS-1 14 \ EVIDENCE LOCKERS COUNTER - NORTH \AVIA / SCALE: 1/4" = l'-0" COUNTERTOP: SS - CABINET FACE: PLAM-2 4' - 0 1/2" 24 EVIDENCE LAB - WEST SCALE: 1/4" = 1'-0" VERIFY REQUIRED CLEARANCE WITH EQUIPMENT SPEC - 6"; 2- 10 1/4" ; 3' - 0"-EQ ADA CLR COUNTERTOP: SS-1 CABINET FACE: PLAM-1 34 CONFERENCE ROOM B A11.1 ) SCALE: 1/4" = 1-0" ZNI [ 3' - 0" 2' - 6" 1' -1/4" --,. ft ,..._ 111 MW 1__ __." -,Ir_L ---------- '--- ., ii RE . , - - - - 4 --I IP , /,' ' 2' 10 1/2" 3' - 0" ADA CLR -- PROVIDE UNDER CABINET LIGHTING AT THIS LOCATION VERIFY REQUIRED CLEARANCE WITH EQUIPMENT SPEC u COUNTERTOP: SS-2 CABINET FACE: PLAM-2 EVIDENCE LAB - NORTH Alil SCALE: 1/4" = l'-0" COUNTERTOP: SS-1 CABINET FACE: PLAM-1 MILLWORK GENERAL NOTES A. MILLWORK GENERAL NOTES APPLY TO ALL MILLWORK SHEETS. B. MILLWORK SPECIFIED UNDER DIVISION 12. C. FIELD VERIFY ALL DIMENSIONS OF CABINET LOCATIONS IN THE BUILDING PRIOR TO FABRICATION. D. ALL BASE AND TALL STORAGE CABINETS TO BE 2'-0" DEEP UNITS, UNLESS NOTED OTHERWISE. E. ALL WALL CABINETS TO BE 1'-0" DEEP UNITS, UNLESS NOTED OTHERWISE. F. 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. I. PROVIDE JOINT SEALANT AT ALL PERIMETER JOINTS WHERE COUNTERTOPS, BACK AND SIDE SPLASHES, AND MILLWORK ABUT WALLS. J. PROVIDE LOCKS AT ALL DOORS AND DRAWERS WHERE INDICATED. K. PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS OF MILLWORK. L. ALL EXPOSED SURFACES IN OPEN SHELVING SHALL BE PLASTIC LAMINATE COVERED, UNLESS NOTED OTHERWISE. M. SEE DETAILS ON All -SHEET SERIES FOR TYPICAL COUNTERTOP AND CABINETRY DETAILS. COORDINATE OUTLET HEIGHTS WITH COUNTER HEIGHT, TYP zra as- 8' - 0" COUNTERTOP: SS-1 ARMORY - NORTH r 35 ,z7 36 ARMORY - SOUTH A11.1 SCALE: 1/4" = l'-0" \\ A11.1 SCALE: 1/4" = 1'-0" 3' - 0" F 3' - 0" - 9" l' - 9" COUNTERTOP: SS-2 CABINET FACE: PLAM-2 REVIEWED FOR “ "'WIPE COMPLIANCE APPROVED jUN 2 3 ?AM City of Tukwiia BUILDING DIVISION 4' - 0" ADA CLR CITY OF K L p E OA.,O,\CT El A iCOORDINATE OUTLET HEIGHTS WITH COUNTER HEIGHT, TYP 8' - 6" COUNTERTOP: SS-1 REGISTERED ARCHITECT I v ERICA JANE LOYND STATE OF WASHINGTON 411 CD To 0 E co a) co (IT CT) < t() o - CONFORMED CONFORMED SET Issue Date - 05.10.2019 Revisions 8 04.02.19 - ADD-8 73-17158-00 MILLWORK ELEVATIONS 5/24/2019 12:15:43 PM COUNTERTOP: SS-1 CABINET FACE: PLAM-1 ( 41 EMERGENCY OPERATIONS CENTER (EOC) ,A11.1 SCALE: 1/4" = l'-0" COUNTERTOP: SS-1 CABINET FACE: PLAM-1 COMMS CONFERENCE ROOM yvl 121 ;' SCALE: 1/4" 1-0" COUNTERTOP: SS-1 CABINET FACE: PLAM-1 43 WELLNESS ,,A11:1/' SCALE: 1/4" = 1'-0" COUNTERTOP: SS-1 CABINET FACE: PLAM-1 / 44- JURY KITCHENETTE \A11:1/ SCALE: 1/4" = 1'-0" 45 RIFLE/GUN CLEANING - WEST \ A11.1 ,1 SCALE: 1/4" = /7 46 )'‘, RIFFLE/GUN CLEANING - EAST \ All 1 ' SCALE: 1/4" = 1.-0" A11.1 C:\Revit\73-17158-00 TJC AR 2018 Central sschmitz.R, 5/24/2019 12:15:46 PM SIM. -3' - 0" 1 3' - 0" .." T , , . ZO ' I ' ' I A , A11.4 PLAM PA EL RANGE HOD, PROVIDE ADA ACC SSIBLE SWITCH PLANTER SHELVES A MW MW RANGE 4[1:1- iF - 11' MW '1 DW ICE 11 • 03' - 0" :1' - 94 2-7 3/4" 2' - 0" ?1' - 9" 1" 3' - 0" - 4",2' - 01* , 3' - 0" II" VERIFY " " VERIFY VERIF? " VERIFY 1 1 COUNTERTOP: SS-3 CABINET FACE: PLAM-1 BREAK AREA EAST \ A 11.2; SCALE: 1/4" = 1-0" Cr) z L HH z , 0 9' - 6" z — --4 -alibi 1 31A/ A11.2 OPP OVERHEAD TRELLIS SEE RCP 314/41p1....2 TYP 0 T 9' - 5 15/16" 31 BREAK ROOM BENCH - PLAN A11.2 ' SCALE: 1/4" = 1'-0" to 0 '&4 N 2' - 10" COUNTERTOP: SS-1 CABINET FACE: PLAM-1 41 ROOM 0109 COUNTER ._A11.2 SCALE: 1/4" =1.-0" 9' - 8" 1REF VERIFY H11- 3' - 0 • 3' - 0" COUNTERTOP: SS-2 CABINET FACE: PLAM-2 128/ All 2 -`01111010- STEEL LEG WELDED TO HORIZONTAL SUPPORTS ; 4 2 1/2" STEEL 2"X3" HORIZONTAL SUPPORTS - ONE EDGE TO BE LIVE EDGE, WIDTH VARIES. 2'-0" AT NARROWEST, 2'-4" AT WIDEST PROVIDE LAG BOLTS THROUGH STEEL FRAME INTO WOOD LEG LIVE EDGE WOOD LEG :/ 12 ; BREAK ROOM ISLAND - PLAN 0 — -3 0 A11.2 SCALE: 1/4" = 1-0" PROVIDE SLOT IN COUNTER FOR MAIL DROP, LOCKING — ALL LOWER CABINETS TO BE LOCKABLE 22 HUB MAIL STATION CASEWORK A11.2 SCALE: 1/4" = 1%0" 31A BREAK AREA BENCH , A11.2 SCALE: 1/4" = l'-0" COUNTERTOP: SS-1 CABINET FACE: PLAM-1 42 PROBATION COUNTER SLOTS ,A11.2; SCALE: 1/4" =1-0" COUNTERTOP: SS-2 CABINET FACE: PLAM-2 12E MITER EDGE A11.2„ ' SCALE: 1 1/2" = 1'-0" TUBE STEEL SUPPORTS - , OPEN THROUGH CENTER STEEL LEG - "- CORNER JOINT TO BE TIGHT, WITHOUT GAPS, OR WOOD FILLER JOIN WATERFALL MITER WITH BLIND PLYWOOD SPLINE LAG BOLT THROUGH FRAME INTO WOOD LEG gin I - PROVIDE 4 SCREWS THROUGH EDGE OF LEG INTO STEEL ANGLE PLUG HOLE WITH WOOD PLUG rLIVE -EDGE WOOD (WD-3) COUNTERTOP TO WATERFALL DOWN TO FLOOR. PROVIDE MITER JOINT AT CORNER WHERE COUNTER MEETS VERTICAL SURFACE, ALL FASTENERS BLIND. , WATERFALL LIVE EDGE (WD-3) LEG rn All el 01 BREAK ROOM ISLAND - FRONT SCALE: 1/4" = 1'-0" 23 \\ POLICE MAIL STATION CASEWORK ,A11.2 SCALE: 1/4" = 1'-0" WOOD VENEER CLAD BEAMS & CROSS MEMBERS (WD-5) REVEAL AT JOINTS, PROVIDE (SCHL-1) ALUMINUM "F" REVEAL. WRAPS CORNER, RETURNS TO WALL TYP WOOD VENEER PANEL (WD-5) WOOD VENEER PANEL (WD-5) RETURNS TO WALL, TYP SOLID WOOD CLAD SEAT AND FRONT WITH SOLID WOOD TOE KICK (WD-5) - - 3" X 12" BROCHURE SLOTS WITH MELAMINE INTERIOR 0 3" X 12" MAIL SLOTS WITH MELAMINE INTERIOR ALL LOWER CABINETS TO BE LOCKABLE WOOD CLAD BEAM WOOD CLAD CROSS MEMBERS 1 :4( 100' - 0" BOLT TABLE LEG TO FLOOR (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 / 12D LIVE EDGE FOOT A11.2 SCALE: 1 1/2" = l'-0" 2" X 3" X 3/16" TUBE 1/2" STEEL LEG. ALL JOINTS f GROUND SMOOTH, PAINTED BLACK OPEN THROUGH CENTER Jr:-- - PROVIDE 3/8" ANCHOR BOLTS - / 12B ) BREAK AREA ISLAND - SIDE A11.2 „' SCALE: 1/4" = 1'-0" - WALL PER TYPE WITH FRAMED GYP SOFFIT 24 PLAM PANEL ABOVE REF PLAM CLAD PANEL PROVIDE STEEL BRACE TO SECURE PANEL @ 31-0" O.C. REFRIGERATOR WHERE OCCURS A11.2 ' SCALE: 1" =1-0" -; 1'- 9" - 'S WOOD CLAD SEAT AND FRONT WITH WOOD TOE KICK (WD-5) WOOD (WD-5) VENEER N N N 9 N 31B BREAK AREA LATTICE CASEWORK A112, SCALE: 1/4" = 1'-0" 04 04 N Nt 04 04 3 '▪ 3 - 0" ,' 3' - 0" 3' - 0" 2' - 11 3/4" .1 de 12' - 4 3/4" / COUNTERTOP: PLAM-4 CABINET FACE: PLAM-4 43 CONFERENCE ROOM EAST it\ 11.2, ' SCALE: 1/4" = 1'-0" 4'- 6" COUNTERTOP: SS-2 Level 01 3/4" 100' - 0" 31C HUB LATTICE BUILT-IN BENCH A11.2 SCALE: COLLECTION COUNTER PUBLIC SIDE A11.2 SCALE: 1/4" = l'-0" 12C ISLAND 3D VIEW , A11.2 SCALE: 0 COUNTERTOP: SS-2 CA3INET FACE: PLAM-2 I 0 REVIEWED FUR CODE COMPLIANCE APPROVED JUN 2 8 2019 City of Tukwila BUILDING DIVISION C1.1"1" C" '16 "K: Level 01_ 100' -0" P C E 45 COLLECTIONS C101 CASEWORK Mk A11.2 ,' SCALE: 1/4" = 1-0" w REGISTERED ARCHITECT (6; ERICA JANE LOYND STATE OF WASHINGTON w F- z w uJ F- (/) _J F- -C r73 At 0 At C o < I— A CONFORMED SET Issue Date - 05.10.2019 Revisions 11 041719-ADD-11 73-17158-00 MILLWORK ELEVATIONS A11.2 C:\Revil173-17158-00_TJC_AR_2018Central_sschmitz.rvt 5/24/2019 12:15:48 PM A11.3 SCALE: 1/4" = 1'-0" COUNTERTOP: SS-2 CABINET FACE: PLAM-2 11 COPY A212 CASEWORK A11.3 ' SCALE: 1/4" = 1'-0" 8' - 3" STANDARD COUNTERTOP: SS-2 FULL HEIGHT PARTITION CABINET FACE: PLAM-1 cc Z7, „2' - 0 1/4" 3' - 0" I 2' - 10 1/2" 4' - 7 1/2" VIF VERIFY ADA CLR / >4' COUNTERTOP: SS-1 CABINET FACE: PLAM-1 12 OPEN OFFICE A228 GALLEY A11.3 SCALE: 1/4" =1-0" 8' - 3" ADA 8' - 3" STANDARD BASE AS SCHEDULED COUNTERTOP: SS-2 CABINET FACE: PLAM-1 13 CLERKS WINDOW COUNTER , A11.3 ,' SCALE: 1/4" = 1-0" COUNTERTOP: SS-2 21 ) COURTS RECEPTION CASEWORK 23 COURTS LOBBY COUNTER ,A11.3 SCALE: 1/4" = V-0" 6" 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 1'- 0" SIDES 6" STRUCTURAL SUPPORT AS REQUIRED 7 31 PLANT SHELF AT BREAK AREA A11.3 ) SCALE: 1 1/2" =1-0" S 45 A11.5 (46 All 5 COUNTERTOP: SS-2 BASE AS SCHEDULED 15 RECORDS WINDOW COUNTER (PUBLIC SIDE) . A11.3 ' SCALE: 1/4" = 1'-0" y-o; 24 PATROL REPORTS COUNTER \A11.3: SCALE: 1/4" = 1-0" to - COMPUTER CABINETS PROVIDE VENTING @ SIDE PANEL OF CABINET, NEAR TOP OF CABINET, TYP REVIEWREVIEWEED FOR CODE COMPLIANCE APPROVED JUN 2 d 2019 City of Tukwila BUILDING DIVISION I CH) F:L4 I ED, ci CD ci REGISTERED ARCHITECT /y ERICA JANE LOYND STATE OF WASHINGTON CONFORMED SET Issue Date - 05.10.2019 Revisions 11 041719- ADD-11 73-17158-00 MILLWORK ELEVATIONS A11.3 ED 5/16/2019 1:57:24 PM OD C") CD Co 0 0 3'-5" mannonommomii ammo 22'-6" Z-1" I 0111111111111111111111/11111111.11111111M 011111•110 AMMINIIIMI•101411111 6x26 [12] C 1/2" 10.-1" F- ED 0 14'-6" 4111111MINIMIM=MI. 111110111M 611.11111011111./MNIMINII ammo ammosmornimmo W21x50 [16] C 1 1/8" 14'-0" CO •1- CO •-• X CD W8x10 K 26x14B4 16"0A2 20x12B3 26x14B4 / W24x55 [16] W24x76 [24] C 1" B3 9 41 1) 2'-1" W18x35 [14] c7nx CD 5'-3" „..W21x62[18] SFRS PLAN NORTH 22x 481 W24x84 [30] C Co , X CO 9 ;3- W21x50 [16] C 1 1/8" 2.-0" ED ED C"D cC (20x12B3 Cr) 18'-0" CD (-3 co B3 I zo Z.° W16x77 [6] SFRS SECOND LEVEL FRAMING PLAN - AREA A 180'-6" I 4'-2" 2'-10" I I cy •FU ca) X 91 15-11" 9'-7" W24x76 [24] C 1/2" SFRS W 8x35 16 C 1/2" 0 0,▪ 1 Cs/ • N CO W18x35 14 C 3/4" 1 m N- U- (I) ED® 8.-4" 6'-2" 2'-10" 5'-0" W24x84 [12] SFRS I I _ , 7,7D1 0 # W18x35 [8] Co W16x40 i 6'-9" 0 9'-0" 011•111•111111.1111111•111•11111" 3.-0" C)I ED 7-6" 9.-6" max.rwrffamrtorm •••mo ormorr 18x55 [20] SFRS, Co 16x26 [121 C 7 8"i W16x26 [10] 1/8" = 1'-0" Co ED® 12'-0" MATCH LINE SEE 5/S1.2B ED ED C ED ED KEY PLAN 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: Si. 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. N INDICATES AREA WITH ADDED 6x6 W1.4xW1.4 WWF PLACED ABOVE REINFORCEMENT. WWF SHALL BE PLACED OVER ALL AREAS WITH EXPOSED CONCRETE FINISH. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 3 2U City of TukwHa BUILDING DIVISION OF TUKV; El A CANOPY L. (13 C 0) C 0 Architecture Engine oration, ALL RIGHTS 02019, DLR Group inc a Washin 5 0734 r,4 < < -c a <6 nt ra) `s? N S W H Z W 0 W 0 > _., co I— _, U) z 0 D < --- < --) _1 z < cf w . § - I— U_ a) x Y o ,2 D a HLn D '-I- 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 S1.2A LEGEND NOTES Ilantongc,.ansvt G.1RevIt Models120181TJC_ST_2018_Centr 5/16/2019 157:31 PM ED C") C) F4) N- N 1 .-- z? -6, TYP .111111•111111111111, SEE NOTE S9 SEE NOTE S7 ED 14'-6" 14'-0" 125'-9" B/DECK AT GRID 10 SEE NOTE S7 moommimmmalo X" 1- W14x26 SFRS W18x50 SFRS W14x22(-2 1/2") W8x10 B2 B2 B2 B2 24K 340/193 W16x31 (-21/2") TT W8x10L X _ 1. W8x10 24K 340/193 fi MECH EQUIP 1,600 LBS CO CD CO CO CI Er)-- 20K 322/175 20K 322/175 21x44 (-2 1 24K 340/193 24K 340/193 126-9 1/2" B/DECK AT GRID 6 W24x62 (-2 1/2") 20K 322/175 (N X co -Tr w a_ 0 MONO CT) (-) 18'-0" 4'-2" 2'-10" 15-11" 9'-7" 5'-1" 8'-4" t 4" CO 1 W8x10 1 W14x22 (-2 1/2") SFRS 24K 340/185 CO ‘CY tt 24K 340/185 24K 327/17 1 125-10" B/DECK AT GRID 9 21x50 (-2 Le13_1 co r-- N CO ') SFF-C , /<•--1 133 24K 327/178 6%2" 2'-10" 9'-0" 3%0" 7'-6" 9'-6" 12'-0" FH I W8x10 / =NM S6.2 Ii— 0 S6.2 CO [ 4 N C(1 4 4 _W8x10 '''.-• ---r---- , 1 F- I Xl 02 21x62 (-2 1/2" Lcf5 W8x10 W8x10 erW8x10 r, amomomeoffermeamaia IC) I 7< x I 5,000 LBS C) MECH EQUIP W8x10 •rt LIJ 00 - cp W8x10 MECH EQUIP 1,200 LBS X CO C \ X TA_ W16x26 (-2 1/2") SEE NOTE S7 24K 340/193 cs) cc {E.1 co m 1 W21x62 (-2 1/2") SFRS W8x10 1 PLAN NORTH 24K 340/193 5,2 1, W24x62 (-2 1/2") 24K 340/193 W21x55 (-2 1/2") SFRS 0 f- 24K 340/193 125'-6" B/DECK AT GRID 1 24K 340/193 W8x10 X W8x10 cD 7.< I C) C) I I I _J W8x10 :14-1 I 5,2 7 3,2 TYP ROOF FRAMING PLAN — AREA A 1/8" = 1.-0" \N16X31 20K 345/188 _2 1121 W14x26 SFRS co Cr) N i B2 Zs) [— !ccg1 'Zi) 1 W12x35 (2 1/2") SFRS W27x84(-2 1/2") 20K 345/188 [C) 0 N B2 1—s, — — [ 20K 345/188 20K 345/188 MECH EQUIP 3,200 LBS Co C) SEE NOTE S7 CO C) CO W16x31 (-2 1/2") CD 16K 350/208 C) C) cr, CD 16x31 (-2 1/2") SEE NOTE S7 —24K 342 ' W18x35 (-2 SEE NOTE 9 14 HIGH SFRS 6,2 0 ••••=ronommo, , I W18x40 HIGH SFRS A 71 : 5 _ N N (NI CC) I Ca[ II I I I I I CO L " I 131'-: B/DECK AT HIGH BEAM on ((.1 4.-10" c‘,/4 N I W14x22(-2 4'-10" 4.-10" / x1 22K 348/189 7-Y 7. s 6'-0" -2 1/2") cp ® ED 2") 2" t*— / 22K 348/189 FH x 7" 1 1 1 4'-10" co 6'-0" 6x26 II N I CO I CC1 I W 1 6 x31 a. I 0 (75 LOW 1 V 16x26 22K 348/189 22K 348/189 8x40 SFRS 10", 14'- IL U) 0 CO X <X) CD (N rct CO 4'-10" \ SEE NOTE S7 ED 0 9 0 ED 0 MOVABLE PARTITION BELOW, PROVIDE SUPPORT PER 7/S5.8 0 129'-7 1 2" B/DECK AT GRID 3 o 1 CD 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: Si. 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 1 1 1 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. rBR1; INDICATES BEAM BRACE PER 5/S5.5. S11. C-7 INDICATES BIDDER -DESIGNED FALL PROTECTION ANCHOR. SEE ARCHITECTURAL DRAWINGS FOR LOCATION. REVIE D FOR I CODE COMPLIANCE APPROVED JUN 2 MY City of Tukwila BL ILDING DIVISION CTFY: KEY PLAN r — CANOPY tion, ALL RIGHTS RES ©2019, DLR Group inc., a Washi z C.) F— TY OF TUKW a -1 CO r7C-j z 0 z cc 1- co in 5 o Lc) CONFORMED SET ISSUE DATE - 05.10.2019 Revisions ADD-3 02-25-19 ADD-5 03-15-19 ASI P2 05-20-19 1800576 ROOF FRAMING PLAN AREA A S1.3A 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 1. 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 AISC 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. 9a Structural Loads LIVE LOAD: Interior Pressure IP = 5 psf IBC Section 1607.14 SEISMIC LOADS (Unfactored): Occupancy Category IV Importance Factor (Building) le = 1.5 ASCE 7-10 Table 1.5-2 Importance Factor (Nonstructural Components) Ip = 1.5 ASCE 7-10 Section 13.1.3 Soil Site Class D Mapped Spectral Response Acceleration SS=1.49g S1=0.56g Spectral Response Coefficient: SDS=0.99g [SDI =0.56g Seismic Design Criteria: Seismic Design Category j D Interior Nonstructural Walls and Partitions: ap=1.0 Rp=2.5 *Typical Interior Allowable Deflections Gyp. Board L/240 Tile/EIFS/Stucco L/360 Stone/Brick , 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 1 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 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 1 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 1. 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.). J. 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. t.t" ° „PFL.A NOV 22 2019 PERMIT CENTER 0 d La Q CD 0 a, OD OD co M -92 C3 0 0o m00 2 1a N za�2 N 0 p O ("MCI. w 0 Z JOB TITLE W (I) W Q z z I 07) - ww H H H w w x (n I PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 j 09/19/19 EXP. 5/28/2020 ALL STRUCTURAL pETAES USED ON THIS PLAN ARE COPYRIGHT<C) OF LOCHSA ENGINEER NG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. Date 1 I III Description III II I DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LGOIO2 FULL SIZE = 2446 HALF SIZE = 1218 REVIT 2018 ila Justice Center_Intertots_offrce OVERALL FLOOR PLAN - FIRST LEVEL 3/32" = 1'-0" FOR ENLARGED AREA SEE G1.01A FOR ENLARGED AREA SEE LG1,0 B 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 G1.01C FIECEIVE.7; CITY Cif WLA NOV 22 2019 PERrorr CENTER z KEY PLAN tn 0 -J 0 u) co .2•6t to co 0 0) a; (b f, <90 • : 0 ao a) > • st co 0 al co 0 2 a • 2 .0 0 is 0 c'4<0Q. JOB TITLE _J U-I O > O U-I _J LI_ -JD wz < 0 -I LLIJ, a. PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 EXP. 5/28/2020 ALL STRUCITYAL_WTAILS USED ON THIS PLAN ARE COPYRIGHT(C) OF LOCHSA ENGINEER NG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. • Date [lir Description MEIN DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.01 EMI. SIZE 2466 HALF SIZE 12x18 REVIT 2018 OW FOR STUD SIZES, SEE SCHEDULES ON LG4.01 THRU LG4.03 FLOOR PLAN, FIRST LEVEL - AREA A 1/8" = 1'-0" 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. ATCHLINE 1/LG1.01B REF: 1/A1.1A N fEC.""'/Fr) CITY OF NOV 22 2019 PERMIT CENTER 0 N_ O CO Calgary, Alberta 0 0 CO co ti W 0 co M Coo -oN, za 2 N 0 0 O. N COn. PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 EXP 5/28/2020 All STRUCTL,RAL DETAILS USED ON THIS PLAN ARE COPYRIGHT (C) OF LCCHSA ENGINEERNG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. Date 1 Description ___ I N DATE: 09/19/19 'JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.01A FULL SIZE .2466 HALF SIZE. 12x18 REVIT 2018 41111110 • AMMO • *IMP. 41.1111111110 • •••••• •••••• • .41.101116. 0411111••••• 4•01•••••••••• OM/ 41.01011M MI1111110 0.01.11.1.11.1•0111”. 011••• TIIN•••••1••••••11./•••• 0,40. MATCHLINE 1 /LG1.01C 040 ••••••”•••••••••••.01•111.••••111•1101.••••••••••••••••••••••••••••/...•••••••••••••••••••••••••••/”...11111b .••••••••••••••• •••••••• 411•10 • MONO •••=0.0 41011” 4* 011k,1111110.•••••••••0111•••• 01.1110.4.40 01111110•• •••••• ••••••••••• 1.1•110 011111•0 • 411111•0 • MINN • • *WOO ill•MP ..111MM FOR STUD SIZES, SEE SCHEDULES ON LG4.01 THRU LG4.03 N 411•••••• 0. =NM 0.1101041. OP AMOIMP 400/10 IWO 01.11.10 NO • 4101111M Mb 111.1•••• •MMI• WARM. .10 AMMO .41. MO* • 004/11110 IMMO 410,0 4•1••• M. •••••41W OM. 11.0411111•• • a• • mom • Awns** •••••••• ••••.... 411•1110 00 011.110 00 0•111.0 ...Mk • 041111WAP. mower or ammo we mh • ow. • to ••••••• 0/18.1•• w• 411.1100 AMMO • 411111•10 ••••••• • • • ..........001111• tot ••••••• ammo .• moor • • am. ••••••• ••••• • •••••••• 41. • ••••• • 0.411•111. mATcHLIN EMI,/ G .01A FLOOR PLAN FIRST LEVEL - AREA B 1/8" = 1'-0" 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. 171EC,FjVE7) CITY OF NOV 22 2019 PERMIT CENTER KEY PLAN ro c .5Emu 0 -J .0 U To 0 0 5) — (9 A se .c co 0 TEz thcp (1) .0 0 0 , 0 .0 m (NI JOB TITLE F— U) co Dw Z- CL 0 LL-1 1,= LL, ,T) PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/2 • STAMP 09/19/19 EXP. 5/28/2020 ALL STIR UCTURAL,QETA ILS USED ON THIS PLEA ARE •• COPYRIGHT(C) OF LOCHSA ENGNEERNG THE REUSE OF ANY DETAILS MD CONCEPTS IS NOT ACCEPTABLE WITHOUT WWTTEN CONSENT OF LOCHSA ENGINEERING Date 1 Description x DATE: 09/19/19 N JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.01B FULL SIZE 24‘36 HALF SIZE 12x18 REVIT 2018 wila Justice Center_Interiors 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. FOR STUD SIZES, SEE SCHEDULES ON LG4.01 THRU LG4.03 nEc CITY OF i'L.,:•`,Vi%,"5., NOV 22 2019 PE MIT CENTER MATCHIJNE 1/LG1.01B FLOOR PLAN, FIRST LEVEL - AREA C 1/8" = 1-0" REF: 1/A1.1C f0 In .c 0 co 0 r-- i; '9 8 (0 E (1) a> '0 co a) > N. '5 E, o m co ct. -J H CO 0 -) I= Cf) LLILL 0 Z Lu —WE- 0z F— I. PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 I 09/19/19 EXP, 5/28/2020 ALL STRUCTURAL JEETAILS USED ON THIS PLAN ARE COPYRIGHT (C) OF LOCHSA ENGINERNG THE REHUSE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING Date 1 Description 5 A) CY DATE: 09/19/19 • JOB No. 194129 DESIGN BY: SH DRAWN BY: SHEET No. LG1.01C FULL sizE 2446 HALF SIZE H 12(18 REVIT 2018 U 9Q FOR ENLARGED AREA SEE(1 G 1.02A OVERALL FLOOR PLAN, SECOND LEVEL 3/32" = 1'-0" FOR ENLARGED AREA SEE LG1.02B 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. A NO .2 PE CENTER 0) C L a) 0) C U) ZI 0 An co a m ER N) N O LO m r a_ a An U co U 4n �C) 0= V 40 0 qo J co JOB TITLE w 0 Z Z H PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 EXP. 5/28/2020 ALL STRUCTURAL_NTAILS USED ON THIS PLAN ARE COPYRIGHT(C) OF LOCHSA ENGINEERNG. THE REUSE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. 4V io Description > DATE: 09/19/19 JOB No. 194129 DESIGN BY: DRAWN BY: JJ SHEET No. LG1.02 FULL SIZE = 240) HALF SIZE = 12,18 REVIT 2018 .2 F 9 m -; MATCHLINE 1/LG1.02B ......am.01100041101•NOM•01•10000.111•11.11.00•MIO•411•10000•••••••••••••••••••••”.••••••••1101110.0.11111110.10.0101•••••••110.10.1.11111••••••••••••••••111111.00.1111•100.11•10•0•1••••••••••••••••••••••••=.00001.001111111111.1.1110011110.111.01111111.110.110.••••••101110.00.••=.••••••••••••111110.1.011110.04001.0.•.41.1041. 4M110 0.0.0...410 WIPP ..m.110.••••••0 0.1•••••••••101000001....T111.4.•••••••••••••••••110100.1111•1....111111111.0 • 41111100...1011•10.11,••••••••••••••••••••••••••••••••11110•0110.11M110 00111011.11001•111•110 411.11.0 • 4•11111..041•11•101.1.101111.,••••••••••••0 ON111.011.11•••• iDait•••••110 ••••••••••••=11, 404.mi.1•••••••••••••••••••••••.......• FOR STUD SIZES, SEE SCHEDULES ON LG4.01 THRU LG4.03. FLOOR PLAN SECOND LEVEL - AREA A 1/8" = REF: 1/A1.2A 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. PEC-EiVE0 CITY OF it.;:;.ILA P NOV 2 2 2019 EMT CENTER KEY PLAN ra UT: Oo Calgary, Alberta a) r- E0) Cl; '8 co 0 co co a) > r- 0 c, a) cu (1) .D 0 E, CSI CO LL 0_ ,e 1— Z w LLJ Z Z 111 > < CL < caw 0za 0 0 < J LL1 a.' P PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 P. 5/28/2020 ALL STRUCTURALQE7AILS USED ON THIS PLAN ARE • COPYRIGHT (C) OF LOCHSA ENGINEER NG. THE REUSE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. • Date C C. U VI W 0 al ce DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: SHEET No. LG1.02A FULL SIZE 2465 HALF SIZE 12x18 REVIT 2018 FOR STUD SIZES, SEE SCHEDULES ON LG4.01 THRU LG4.03 •••••••••••••••••••••••••••••0102.0.4m....1•104104.10000.1.00111111111,00.11110+11.•••••••••••••••••00.0....•••••••••••••••••••••.4.01111.111100.mlk.0*.•00.111••••••••••••••••••••••••••••••1111M01.101.110•••••••••...1111•041.1.11T..0.1•11.04.011...001•••••••=101.1.111111.1000101•1.......01104111111100,04111.**0•MMOMMONIN000.10010111a.://000 soommoo•ormonowo.•••••••••••...•••••••••••••••••••••••••••• •• •• •••••••..4.1•••••/....1.0.10”01111111.1.141111111111.1atimilmaa"M•••••••••1411.1101M0•01..s...aimpr.••••••••••••••••••10.0.00.411mm....”../•••• my • FLOOR PLAN, SECOND LEVEL - AREA B = t-0" 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. --rvii-FEHITRTITETO2A REC-FYVFP C1TY OF NOV 22 2019 PE MIT CENTER 5 0 0 a) CO co (c) a) > 41- co r) cD„ co co c, 2 ID Z 0 E, 0 .0 M 0- L1.1 L.J CO CL < Ct a U-I 0 Z 0 0 < _I UUJ - PER REVITFILE UPLOADED TO8NB0LOERSSITE 0N05/21MO| 09/19/19 EXP. 5/28/2 20 ALL STR UCTURALDETA LS USED ON TN) PLAN ARE COPYRIGHT Y.G) OF LOCH SA ENGINEER NG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRFREN CONSENT OF LOCHSA ENGINEERING. 0 a) III 0 Description I a) Ce DATE: 09/19/19 .JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.02B FULL SI2E .24,66 Cin 1,10 REVIT 2018 OVERALL ROOF PLAN 1/16"=1'0" 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. CITY 'kW NOV 22 1U19 PERMIT CENTER 0 ai 0 RE a RE 73 0 coo r- U 0LCE aJ 0 <9 U 0 (0 0 0 5) 0 as 0 ooti (' M c op o N 0 ^ate t ai o CV GO 0. • VZ J a_ LL 0 0 -J -J JW LL, 0 PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 EXP 5/28/2020 ALL STRUCTURAL TARS 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 LOCHSA ENGINEERING. I Date 1 Description a) Ix DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ • SHEET No. LG1.03 FULL SIZE = 2446 HALF SIZE = 12x16 REVIT 2018 9a OVERALL REFLECTIVE CEILING PLAN, FIRST LEVEL 3/32" = 1'-0" FOR ENLARGED AREA SEE G1.11A FOR ENLARGED AREA SEE 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. FOR ENLARGED AREA SEE r z LG1.11C fECE iVEn CITY OF I vu .s.'N't.,A NOV 2 2019 PERMIT CENTER KEY PLAN tnL mc act) uE JE a) z In ca a m N 0 a; N O CO 0 0 a > 0 r A 0 oo r 0 0A) �N 0 L CO U cb J c 0 0 ° co to >oL_ ((0 ;11- °co m „,0 zoo .0 0 p 0 . N D➢d JOB TITLE LU fX Z H 1 PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05121 09/19 9 EXP. 5/28/2020 AU. STRUCTURAL_TAES USED ON THIS PLAN ARE COPYRIGHT (,) OF LOCHSA ENGINEERNG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. 0 Description a CC DATE: 09/19/19 JOB No. 194129 • DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.11 FAL SIZE = 2405 HALF SCE = 1248 REVIT 2018 Tukwila Justice CenterInteriors 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. MATCHUNE 1 LG1.1 B emma. ae41.44•10* 411.11.11.1.6•1•1001.0.1.4••••••04M00 0.1•01...•••••••••••••••••••••••\•••••//00 41.••••1011.11011.1100 •••••••••••••1001110110004.1M11....1..0.1M1.0.!...*••••••••••••••••••••041111111•40.1•001100.4••••••••••MO•1“••••••••••MDM.0100.00.110•11,0001•M••• 41•01.0.0 ••••••••••••••••.*.4.011011 now. • •••••• ems • • a•••••• •••••••••••••••••••••• ..•••••••••••., ammo • ••••••.••••••...... • ••••••• =MP. 04111111111.11.0.0. OD • MP •••••••••11MOOVIII....NOr 11.001=1110.••••••••••••••••••••••••••110011111110.0.011••••••=11MM•111••.**1.10011101”.10.0/0004111•111F..•••••••11.000011.400041111•0 00 •••••••••••••••••••••••••*.no 2x2 ACT CEILING GRID, SEE 2x4 ACT CEILING GRID, SEE GYP BOARD CEILING, FOR SUSPENDED CEILING, SEE FOR CFS STUD CEILING JOISTS, SEE LG4.13 REF: 1/A3.1A CITY OF LA NOV 22 2119 PE tin -CENTER E a) C:1 GE ci CO Calgary, Alberta co 0 r,. o cr) CR o -5 o CD cO CD 0 •C• GE co 2 12 co cn o o..c co cc co o Z ai o 0 o •c Csl GO 0_ JOB TITLE PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 STAMP 09/19/19 EXP. 5/28/202 AU. STRUCTURALTAILS USED ON THIS PLAN ME COPYRIGHT (C) OF LOCHSA ENGNEERNG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. Date Description a) DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: SHEET No. LG1.11A FULL 512E 2446 HALF SIZE 12x1B REVIT 2018 kwda Justice Cententeriors. 2x4 ACT CEILING / GRID, SEE // 2x2 ACT CEILING 1 GRID, SEE G4.51 GYP. BOARD CEILING, FOR SUSPENDED CEILING, SEE FOR CFS STUD CEILING JOISTS, SEE LG4.13 A 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 / LG1.11C MATCHLINE 1 / LG1.11A ommom • 41.•••••••••••••••••••••••••••••••••••••••,...limii...111.46••••••••=1•••••••••••.•*•••••/•••••••••••••••••11•001•1111.••••••••1111•11.1...•••••••••••••••••••••••••••=••••••••••00/0.11,10•1111•0.4••••••••••••••••••••••••••••.00•10.0.01••••••••••••••••••”04•11•11.0,•••••••••••••••.0...............0000•10.00.0•00.................01101.00•1••••••••11..• .....4.11111•4P.•••••••••••................04101••••••••••••••••••••••••••••••••111.•••TTP•••••••••••••••••••••••••••4•11•1••••••1101.00.011•0•0•1110.00.111110.•••••••••••••••••••••111114106.411011••••••••100••••••••”•••••••••••••••••••• REFLECTIVE CEILING PLAN FIRST LEVEL - AREA B 1/8" =1.-0" REF: 1/A3.1B j PECEPIEn CITY OF ILV;;LA NOV 22 2019 PERMIT CE TER KEY PLAN c T > 0 ZI 0 0 a) (0 co 0 ea Nr (0c) 0 O..= co IC 0 0 z a; 2 LO 0 0 0 .c 04 CO o_ JOB TITLE PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 P. 5/28/2020 ALL STRUCTLRAL_BETAILS 'USED ON THIS PLAN ARE COPYRIGHT LC', OF LOCH&A ENGINEER NG THE REUSE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRIITEN CONSENT OF LOCHSA ENGINEERING. • Date 1 Hill" Description I 11 iiuinuui DATE: 09/19/19 • JOB No. 194129 • DESIGN BY: DRAWN BY: JJ SHEET No. A CANOPY FULL SLZE A 24c36 HALF SIZE 12x18 REVIT 2018 LG1.11B 2x2 ACT CEILING / GRID, SEE 2x4 ACT CEILING GRID, SEE GYP. BOARD CEILING. FOR SUSPENDED CEILING, SEE FOR CFS STUD CEILING JOISTS, SEE LG4.13 MATCHLINE 1 / LG1,11B N REFLECTIVE CEILING PLAN, FIRST LEVEL -AREA C 1/8" = REF: 1/A3.1C REFLECTED CEILING PLAN NOTES Reflected Ceiling Plan Notes: 1. For structural design notes, see sheet LaY02. 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. nacEiVEP CITY OF NUV 22 2019 PERMIT CE.NTEFt 0 Calqarv, Alberta E co C, c�i up 8 ra 0 -J w m I— H U) 0 Z w — W 0 Z F— Z — 0 •=j 0 W 0 Li_ 0 OF—< w W rX 0 < w z u- < w | PER REVITFILE UPLOADED TOBNBU|LDERGSITE ONOS/21DO 09/19/19 FXP. 5/28/2020 All STRUCTLAPAL,QETALS USED ON ilitS PLAN ONE COPYRIGHT OF LOC HSA ENGIN EER NG THE REUSE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WfTHOUT VVR [TIEN CONSENT OF LOCHSA ENGINEERING • DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.11C FULL SIZE = 2406 HALF SIZE 12418 REVIT 2018 ila Justice Center interio Urn FOR ENLARGED AREA SEE FOR ENLARGED AREA SEE 7 OVERALL REFLECTIVE CEILING PLAN, SECOND LEVEL 3/32" = 1-0" G1.12B REFLECTED CEILING PLAN NOTES Reflected Ceiling Plan Notes: 1. For structural design notes, see sheet LG0.02. 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. CITY id NOV 22, 2 1 PERMIT CENTER r co W ..c u E oOl rmar N O O a) 0 0 To U N. N C) •ct S<0c� d O 03 W R O 22 "O co2 N O 0 0 c Nma w 0 Lct w O J Z w 'SUZ Ow U> �w J J J Q Z Ctp wU >w Jp co W PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 STAMP 09/19/19 EXP. 5/28/2020 • All STRUCTURAL (NTAES 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 LOCHSA ENGINEERING. co O �__ Description > a) cc DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG1.12 FULL SIZE = 24 3E HALF SIZE =1208 REVIT 2018 E E 9a 2x4 ACT CEILING GRID, SEE 2x2 ACT CEILING GRID, SEE OOP GYP. BOARD CEILING. FOR SUSPENDED CEILING, SEE FOR CFS STUD CEILING JOISTS, SEE LG4.13 REFLECTIVE CEILING PLAN, SECOND LEVEL - AREA A 1/8" = 1'-0" MATCHLINE 1/LG1.128 rt iC ivEr) CITY OF NOV 22 2019 PMIT CENTER 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. N fa , (1) () uE o (-3) _J(DE 0 N O Co 0 0 in o � OCI M o_ O co co N 0 S Z d C n 0 0 0 N m 0_ Z� W UZ 0 Q Jz< wOw UQ o w w (i) 0zw wg> L11 J o_ w J W L11 PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 j 09/19/19 EXP. 5/28/2020 ALL STRUCTIAAL.LETAILS USED ON THIS PLAN ARE COPYRIGHT C) OF LOCHSA ENGINEER NG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WrfDUT WRITTEN CONSENT OF LOCHSA. ENGINEERING. • DATE: 09/19/19 JOB No. 194129 • DESIGN BY: SH DRAWN BY: JJ • SHEET No. LG1.12A FULL SIZE = 240 HALF SIZE =12+18 REVIT 2018 O REFLECTIVE CEILING PLAN SECOND LEVEL - AREA B 1/8" = 1'-0" 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. GYP. BOARD CEILING, FOR / SUSPENDED CEILING, SEE FOR CFS STUD CEILING JOISTS, SEE LG4.13 �•eum• MATCHLINE 1 /LG1.12A' REF: 1/A3.2B flECE VEf CITY OFt`lao°& A NOV 22 2019 PERMIT CENTER fO tn u 0 -J r a U co• o • a• i C , o= • U O (p J c 0 0 co 5 co 0 co M Qaco (c co D�v a) 0. 2 cn O p O .0 LO N Oa EL • w J O STAMP 09/19/19 EXP. 5/28/2020 ALL STRUCTURALDETAILS USED ON THIS PLAN ARE COPYRIGHT (C) OF LOCH SA ENGINEERNG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. N as 0 Description > N CC DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LGI.12B RAL SIZE = 2446 NA! FCIJF_t7VIR REVIT 2018 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" 162S125-33 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" 250S125-43 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" 362S125-33 AT 24" OC 19'-0" 362S125-43 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" 362S125-54 AT 24" OC. 16'-3" 362S143-30ED AT 12" OC. 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 AT 16" OC. 14' 10" 3625143-30ED COMPOSITE8 AT 24" OC. 6" STUD WALL 23'-9" 600S125-33 AT 16" OC. 20'-6" 600S125-33 AT 24" OC. 23' 7" 600S143-30ED AT 12" OC. STIFFENER7 21" 5" 600S143-30ED AT 16" OC. STIFFENER7 6005143-30ED AT 24" OC. 18-9„ STIFFENER7 26' 9" 600S143-30ED COMPOSITE8 AT 12" OC. STIFFENER7 24' 3" 6005143-30ED COMPOSITE8 AT 16" OC. STIFFENER7 21' 2" 6005143-30ED 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" 250S125-33 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" 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" 362S125-43 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" 3625143-30ED6 AT 12" OC. 14'-9" 362S143-30ED6 AT 16" OC. 12'-11" 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'-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. 600S143-30ED6 AT 12" OC. 23-7„ STIFFENER7 600S143-30ED6 AT 16" OC. 21 -5„ STIFFENER7 18' 9" 600S143-30ED6 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 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. 7"-6" 162S125-33 AT 16" OC. 6'-6" 162S125-33 AT 24" OC. 2 1/2" STUD WALL 111-6" 250S125-33 AT 12" OC. 10'-4" 250S125-33 AT 16" OC. 9'-0" 250S125-33 AT 24" OC. 12'-6" 250S125-43 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" 12'-0" 16'-9" 15'-0" 13'-3" 362S125-33 AT 16" OC. 362S125-33 AT 24" OC, 362S125-43 AT 12" OC. 362S125-43 AT 16" OC. 362S125-43 AT 24" OC. 171-9" 362S125-54 AT 12" OC. 16'-3" 362S125-54 AT 16" OC. 14'-0" 3625125-54 AT 24" OC. 14'-2" 3625143-30ED AT 12" OC. 12'-11" 11'-3" 362S143-30ED AT 16" OC. 3625143-30ED AT 24" OC. 16' 4" 3625143-30ED COMPOSITE8 AT12"OC. 14' 10" 12' 11" 3625143-30ED COMPOSITE8 AT16"OC. 3625143-30ED COMPOSITE8 AT24"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 6005143-30ED AT 24" OC. 16' 4" STIFFENER7 23' 4" 600S143-30ED COMPOSITE8 AT 12" OC. STIFFENER7 21' 2" 600S143-30ED COMPOSITE8 AT 16" OC. STIFFENER7 18' 6" 600S143-30ED 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" DC. 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" 9'-3" 15'-3" 13'-3" 11'-0" 362S125-33 AT 16" OC. 3625125-33 AT 24" OC. 362S125-43 AT 12" OC. 362S125-43 AT 16" OC. 362S125-43 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" 3625143-30ED6 AT 12" OC. 12'-11" 11'-3" 3625143-30ED6 AT 16" OC. 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'-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" 600S143-30ED6 AT 12" OC. STIFFENER7 16" 4" 600S143-30ED6 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 INTERIOR WALL FRAMING TYPES GYP. BOARD DETAIL PARTITION TYPE 7 GYP. BOARD BOTH SIDES, SEE ARCH, FOR NUMBER OF LAYERS - STUD FRAMING DOUBLE SIDED GYP BOARD - GYP. BOARD, SEE ARCH. FOR NUMBER OF LAYERS STUD FRAMING - FOR BRIDGING, SEE SINGLE SIDED GYP BOARD - GYP. BOARD, SEE ARCH. FOR NUMBER OF LAYERS " LINER BOARD SHAFTWALL S4.2 S4,3 S4.4 S6.1 S6.2 S6.3 S4.1 S4.1 b S6.1 a S8.3 S8.4 S8.4a S3 INTERIOR WALL FRAMING TYPES NO SCALE CITY OF A NOV 2 2 NI PERMIT CENTER C Q) E C 'O m a 0 Calgary, Alberta v E 00 0 rT o t�,0 J w 0 D �w0 CL Qzw J W I- Z JOB TITLE PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 EXP. 5/28/2020 ALL STRUCTOFAL DETAILS USED ON THIS PLAN ARE COPYRIGHT `C) OF LOCHSA ENGINEERNG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTAEIE WITHOUT WRITTEN CONSENT OF LOCHS\ ENGINEERING. U, n 0 N v a DATE: 09/19/19 JOB No. 194129 DESIGN BY: DRAWN BY: JJ SHEET No. FULL SIZE .2406 HALF SIZE12PI8 REVIT 2018 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 3625250 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 2-3625250-68 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 (L/360 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 (L1240 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 3625200 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 SIDES 15'-0" MAX. L/240 TWO LAYERS GYP. BOARD BOTH SIDES 15'-0" MAX. WALL L/240 co NO SCALE 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" 6005125-33 BOXED OR 600XTC425-54 600S162-54 SINGLE LAYER GYP. BOARD BOTH SIDES 20'-0" MAX. WALL L/240 NO SCALE HEADER FRAMING (L1360 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: 1. 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. 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 (L/240 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 3625250 54 14' 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 NOV 22 ?019 R C a a U 03 U o)co tN O L U 0 (p J co aS H JOB TITLE I- H w w x PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 j 09/19/19 EXP. 5/2$/2920 ALL SC UCTLRALL TAILS USED ON THIS PLAN ARE COPYRIGHT C1 LW LOCHSA ENGINEERING. THE RE -USE OF ANY DETAILS ANC 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. TWO LAYERS GYP. BOARD BOTH SIDES 20'-0" MAX. WALL L/360 NO SCALE pErirmr CENTER FILL SIZE =24G , REVIT 2018 HALF SIZE =12,18 LG4.02 ocuments1194129_Tukteila Justice Centet_Interiocs_ 9 BRACE ..--- 6 LG4.04 TYP. SEE HEADER SCHEDULE TYP, AT JAMB fl G4.04 TYP AT CONCRETE OVER METAL DECK SEE HEADER SCHEDULE AT ROOF DECK LG4.04 :LG4.04 SEE HEADER SCHEDULE LG4.04 TYP. SEE HEADER SCHEDULE SEE HEADER SCHEDULE AT CONCRETE OVER METAL DECK 1 1 IL AT ROOF DECK LG4.04 SEE HEADER SCHEDULE SEE HEADER SCHEDULE CEILING LINE / -- JAMB STUD, SEE SCHEDULES, TYP. TYPICAL INTERIOR WALL FRAMING 410 1/2" = 1'-0" T.O. FRAMING HEADER AND SILL CONNECTION PER MANUFACTURER RECOMMENDATIONS T.O. CONCRETE ELEVATOR OPENING SHAFT SCHEDULE WALL FRAMING (5 PSF) WALL HEIGHT STUD SIZE STUD SPACING 0'-0" TO 12.-10" 212CH-34 24" O.C. 12'-10" TO 18'-1" 18'-1" TO 21'-9" 400CH-34 24" O.C. 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" 400CH-34 24" O.C. 14.-4" TO 17'-4" 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 ftimin, 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" CITY NOV 22 2019 PERMIT CENTER 09/19/19 EXP. 5/28/2020 ALL SBRUCTURALETAILS USED ON THIS PLAN ARE COPYRIGHT (..9 OF LOCHSA ENGINEER NO THE RE -USE OF ANY DETA ES AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF • LOCHSA ENGINEERING. Date 1 1111 EN II IMO DATE: 09/19/19 JOB No. 194129 DESIGN BY: DRAWN BY: JJ SHEET No. LG4.03 USE FULL SIZE 24.66 HALF SIZE 12x1 REVIT 2018 U Um -L 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 STEEL STUD/JOIST SECTION IDENTIFICATION NO SCALE STUD FRAMING T125 TRACK SLAB, WHERE OCCURS --- SLAB EDGE -� STEEL STUD TO BEAR ON TRACK, TYP., UNO. SHOT PIN WITH 3/4" MIN. EMBED. AT 12" OC., UNO. NOTE: 1. For track splice, see 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 / EQ. HEADER WIDTH B- SCREWS, SEE CONNECTION SCHEDULE CV T r r HEADER + TRACK HEIGHT +1" A- SCREWS, EACH SIDE OF HEADER, EQ. SEE CONNECTION SCHEDULE - JAMB STUDS L SECTION THICKNESS (mils) (in.) (ga.) 'A' 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 Q NO SCALE STUD FRAMING FASTENER EACH SIDE OF SPLICE STEEL TRACK TRACK SPLICE AT TRACK TO COSTRUCTURE NO SCALE BOXED MEMBERTO JAMB CONNECTION ALTERNATE \ NO SCALE 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 $INCHES 6 INCHES 1-ROWOF4 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. 0 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 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 CONSTRUCTION, SEE NOTE: 1. For alternate, see C� B- SCREWS, SEE CONNECTION SCHEDULE 7/8" MIN. BETWEEN SCREWS AND END OF HEADER WEB A- SCREWS, SEE CONNECTION SCHEDULE JAMB STUDS ANGLE 2x2x18 GA.xJAMB DEPTH BOXED MEMBER TO JAMB CONNECTION 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". 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 3518INCHES 1-ROWOF2 EACH SIDE, 4 TOTAL 3-SCREWS EACH LEG NOTE: 1. All interior connections are to be made with #8 screws, uno. NO SCALE UPTURNED TRACK HEADER, SEE SCHEDULES - JAMB STUD(S) TRACK HEADER AT JAMB 3- SCREWS EACH LEG - ANGLE 2x2x18 GA. xJAMB WIDTH ANGLE 2x2x18 GA. xJAMB WIDTH T150 SILL TRACK, MATCH STUD GAUGE, UNO. SILL CONNECTION 6) - JAMB STUD(S) 3- SCREWS MIN. EACH LEG ,fECE'!D rr F" A a" YiA!P:LA NOV 22 2 1 PERMIT CENTER SCREW EACH SIDE OF WALL STUD Z ea d Hn ai N 0 0 U C a co r a a a,o O V o (0 J O O 0) co co > O OCQ M O co ca co O "0y ai2 to O Nma JOB TITLE 0 0 w I- CO CO uJ w J c0 co m 0 I 0 w a 0 J d w U- I- w w a 09/19/19 EXP. 5/28/2020 All STRUCTURAL TACS USED ON THtS PLAN ARE COPYRIGHT (C) OF LCCHSA ENGINEER NG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. Date 1 Description ____ I; DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG4.04 FLILL SIZE = 2036 HALF SIZE = 12x+.8 REVIT 2018 NO SCALE NO SCALE rUPTURNED T125 TRACK UNO., USE SAME GA. AND DEPTH AS HEADER STUDS UNO. TURN / DOWN WHERE NEEDED TAir/j, SCREW AT 24" OC. TYP. AT EACH HEADER STUD NOTES: 1. Contractor to coordinate insulation 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. equirements at built-up sections. BOXED HEADER CONNECTION NO SCALE JAMB STUD — BASE TRACK CONCRETE BY EOR. , 3" MAX. I TiP. 4" MIN. 12" MAX. SHOT PIN WITH 3/4" MIN. EMBED. EACH SIDE OF JAMB JAMB BASE ANCHOR AT WINDOW NO SCALE STUD FRAMING T125 TRACK, MATCH STUD GAUGE AND DEPTH, TYP., UNO. N' 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. 0 CONCRETE SLAB OVER METAL DECK, BY EOR. PLATE 16 GA. x4, BY 2- DECK , FLUTES AT 24" OC. 2- SCREWS AT EACH PLATE —PER MFG REC. / SHOT PIN WITH 3/4" MIN. EMBED. AT 12" OC. SCAFCO D250-SS6-S12 SEISMIC DRIFT TRACK 1 3/4" MIN. 6" STRAPxJAMB WIDTHxSAME GA. AS JAMB. EACH SIDE OF JAMB AT 24" OC — JAMB STUD 4- SCREWS AT EACH STUD STRAP OPTION ELEVATION STRAP OPTION PLAN VIEW WELD OPTION PLAN VIEW NOTE: 1. Contractor to coordinate insulation requirements at built-up section. SCREW AT 12" OC., TYP. SCREW AT 12" OC., TYP. STAGGERED TRACK OPTION ELEVATION 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 N,,N BASE TRACK CONCRETE BY EOR. N - 2- SHOT PINS WITH 3/4" MIN. EMBED. 6" MAX. JAMB BASE CONNECTION AT DOOR (4) NO SCALE CONCRETE SLAB OVER METAL DECK, BY EOR. :) STUD ALIGNMENT WITH DECK FLUTE PER MEG REC. SHOT PIN WITH 3/4" MIN. EMBED, AT EACH FLUTE a. < 0 kr 2 `') SCAFCO D250-DS6-S24 SEISMIC DRIFT TRACK STUD ALIGNMENT NOT WITH DECK FLUTE w LIJ I 2, w u) co w w U) 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, N SCAFCO D250-SS6-S12 SEISMIC DRIFT TRACK JAMB STUDS, SEE PLANS INTERIOR TOP JAMB CONNECTION NO SCALE CONCRETE SLAB OVER METAL DECK, BY EOR. 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 2 3/4". 362S125-43 KICKER BRACE, FOR ATTACHMENT TO STRUCTURE ABOVE, SEE 4- SCREWS ANGLE 4x2x18 GA. AT 48" OC. T125 TOP TRACK N. 4- SCREWS AT CLIP -- STUD FRAMING KICKER AT PARTIAL HEIGHT WALL NO SCALE rtECEPLEn CITY OF NOV 22 2019. PERMIT CENTER crS E RED o r— -c co 0 co Cl)0 0 a) ,— > ,t• o NI - co co co 2 zr e tf) 0 o 0.0 N CO (1 Cr, ITFILE UPLOADED TD8NBU|LDERGSITE ON LLI Cr DO w CL EXP. 5/28/2020 ALL STRUCTURAL JXTAILS USED ON THIS PLAN ARE • COPYRIGHT (C) OF LOCHSA ENGINEERING THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA 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" = Pal SIZE 2406 HALF SIZE. I 0,11 REVIT 2018 tst194129Tukwila Justice Center_interiors_offic 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. 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 7— 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 NO SCALE SCREW AT 12" OC. ROOF DECK, BY EOR. SCAFCO D250-SS6-S12 SEISMIC DRIFT TRACK 1 3/4" MIN. 2 TRACK TO 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 r 2- SCREWS / AT EACH PLATE / ROOF DECK, / BY EOR. , SCAFCO D250-DS6-S24 SEISMIC DRIFT TRACK STUD FRAMING SCREW AT EACH FLUTE (12" OC., MAX.) ROOF DECK, BY EOR. SCAFCO D250-SS6-S12 SEISMIC DRIFT TRACK STUD FRAMING STUD ALIGNMENT PERPENDICULAR TO DECK STUD ALIGNMENT NOT WITH DECK FLUTE STUD SLIP CONNECTION AT METAL DECK NO SCALE STUD FRAMING 2- SCREWS z/ AT 16" OC. T125 TRACK STUD ALIGNMENT WITH DECK FLUTE ROOF DECK, BY EOR. 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. 2- SCREWS AT 12" OC. T125 TRACK MATCH \ ROOF DECK, STUD GAUGE, 16 MIN. - \ 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 --- / -- ROOF DECK, BY EOR. T125 TRACK MATCH STUD GAUGE, 16 MIN. STUD FRAMING 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 4- SCREWS AT EACH PLATE 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". SCREW AT EACH FLUTE T125 TRACK MATCH STUD GAUGE, 16 MIN. ROOF DECK, BY EOR. STUD FRAMING STUD ALIGNMENT PERPENDICULAR TO DECK NO SCALE 0 2 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. flEC E,..±ED CITY OF ic:,CAVILA NOV 22, 2019 '5 sa ;Ft E CO 0 r-- a) CD (9 0 QD 0 0 M ▪ CO CO > r_ 0 0 0 co • co cif" c0 cp 2 73 (NJ o 2 0 0 .0 N M CL • Z LJJ Z PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 09/19/19 EXP 5/28/2020 ALL STRUCTJIAL,WALS USED ON MIS PLAN ARE COPYRIGHT (C) OF LCCHSA ENGINEERNG THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. co CI Description 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 CO NO SCALE P R M IT CENTER Full SIZE t 24;66 HALF SIZE ,; I 2x18 REVIT 2018 LG4.06 STEEL STRAP 20 GA.x2xCONT 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, \ 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. 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 AS STUDS (C-RUNNER) AT SOLID BLOCKING SAME GA. EACH END OF WALL ADJACENT TO WALL OPENINGS / STEEL FRAMING fr PLAN DETAILS BLOCKING OR BRIDGING AT STEEL STUD WALLS 3/4" = 1-0" 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 GYP. BOARD FULL HEIGHT / OPTION 1 STUD FRAMING - BRIDGE CLIP WITH 2- SCREWS TO STUD AND 2- SCREWS TO BRIDGING CHANNEL OPTION 2 SCREW OPTIONS OPTION 3 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 CRC 16 GA.x1 1/2" 2- SCREWS, AT EACH STUD STUD FRAMING KWIK BRIDGE PUNCH SYSTEM -- CRC 16 GA.x1 1/2" FOR SPACING, SEE GENERAL NOTES -- AISC MAX. BRIDGE CLIP OPTION 4 OPTION 5 WELD OPTIONS AISC MAX. STUD FRAMING AISC MAX. AISC MAX. NO SCALE ROOF DECK, BY EOR. BENT PLATE 4x4x16 GA. x4- DECK FLUTES MIN. 4- SCREWS STUD BRACE -- ROOF DECK, BY EOR. PLATE 3/16" AT -' EACH KICKER ROOF JOIST, BY EOR STUD BRACE ROOF DECK / / SCREW AT EACH FLUTE ‹)" 3/16 1 MtN. 3/16 1 MIN. 4- #10 SCREWS CONCRETE SLAB OVER METAL DECK, \ BY EOR. 1/4" DIA. HILTI KWIK HUS-EZ WITH 1 5/8" MIN. EMBED EACH FLUTE BENT PLATE 4x4x16 GA.x2- DECK FLUTES MIN. STUD BRACE PER MFG REC./ 4- SCREWS FLOOR DECK -- STUD FRAMING /— 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: 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". 600S162-54 STRONGBACK WITH 2- SCREWS TO EACH STUD FOR CONNECTION AT DECK, SEE 1 STUD BRACE 4- SCREWS STUD FRAMING B.0 DECK 2 1/2" MIN. 4 '- 0" MAX. UNO. KICKER SUPPORT FOR STUD WALL ® NO SCALE 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 11ECF.. 1 ET/ MFG Ctrii Cif IL. RETURN SOFFIT AT WINDOW NOV 22 2019 PERMIT CENTER ra tn u (1) 3 co o r-- c‘i (L 0 o '9 8 0 0 0 ,-- > o 0 <NI 0 CI V. CO C,) Se 0 0- 00 CO 0 0 2 -a C4 di 2 .(/) 0 0 0 -c CV CO CL Z Lu UJ Z -9, wo 0 EL (/) < o Ow o JW SHEET TIT PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 EXP. EXP. 5/28/2020 ALL STRUCTURAL IETAILS USED ON THIS PLAN ARE COPYRIGHT EC, OF LOCHSA ENGINEER N G THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE VaHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING Date Description 5 DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. ROOF DECK AT JOIST KICKER ATTACHMENT NOTE: 1. Floor deck perpendicular to wall stud framing is similar. NO SCALE 4 SLIP CONNECTION AT WINDOW FRAMING NO SCALE FULL SIZE 24,46 HALF SIZE 15)18 REVIT 2018 LG4.07 f 4- SCREWS 4 STUD DEPTH -1 1/2" MIN. ANGLE 1 1/2x1 1/2x18 GA. xCONT. WITH SCREW EACH LEG AT EACH STUD TYPICAL CORNER CONNECTION O NO SCALE 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 Tess 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. BACKING PLATE TYPE B 411 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 NOTES: 1. At metal deck, use 2- #8 screws at 24" oc. 2. At steel framing, use shot pin at 24" oc. HANDRAIL/GRABRAIL STUD SCHEDULE (18'-0" MAX. HEIGHT) 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 6005162-43 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 Toad between 2- studs. 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: 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". SLAB WHERE OCCURS CH STUD FRAMING, SEE SCHEDULE JR-34 OR EQUAL, MATCH SHAFTWALL DEPTH NOTE: 1. For J-runner splice, see SCREW TYPICAL ONE SIDE OF STUD TO TRACK SHOT PIN WITH 3/4" MIN. EMBED AT 24" OC. 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 HEADER WITH INSERT TO JAMB NOV 22 tn L u 0 -J ar fR O Calgary, Alberta 1-866-606-9784 .Lochsa.com 0 0 a) (0 0 0 N 01 coon co coo aso zai� h O 0 N m d PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 EXP. 5/28/2020 ALL STRUCTLRAL TAILS USED ON THIS PLAN ARE COPRPIGHT C OF LOCHSA ENGINEERNG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. a> 0 0 a U U) 5 0 a) W DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. Urn 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 FULL SIZE = 2036 HALF SIZE = 1141 B REVIT 2018 LG4.08 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. 410 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 1 COMPRESSION STRUT SCHEDULE Q NO SCALE 1/4" DIA. HILTI HUS-EZ SCREW ANCHOR OR EQUAL WITH 2 1/2" MIN. / EMBEDMENT PER MFG/ REC. / CONCRETE SLAB OVER STEEL DECK, BY EOR. BENT PLATE 16 GA,x1 112x1 1/2 xG E N E RAL CONTRACTOR COORDINATE SPLAY WIRE NOTE: 1. Splay wires to have 4- tight turns within 1 1/2" from ends. SPLAY WIRE - CONCRETE FILLED DECK O COMPRESSION STRUT, FOR SIZE, SEE 45° OR LESS FOR CONNECTION OF WIRES TO ABOVE, SEE STRUCTURE 45° OR L CROSS RUNNER, BY CEILING MANUFACTURER 'Nkt ESS 011/\\\ - SPLAYED BRACE WIRES 45° FOR 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 CONCRETE SLAB WITH 3/4" MIN. E OVER STEEL DECK, EMBED E BY EOR. HANGER WIRE, SEE C 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 Q 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 CONCRETE SLAB OVER STEEL DECK, BY EOR. cd w SEE SEISMIC COMPRESSION STRUT SCHEDULE/ 3 SEISMIC STRUT - CONCRETE FILLED DECK Q 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: 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". 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 PER MFG REC. 2- 0.157" DIA. SHOT PINS WITH 3/4" MIN. EMBED 2- SCREWS SEISMIC STRUT BETWEEN FLUTES - CONCRETE FILLED DECK NO SCALE STEEL DECK, BY EOR BENT PLATE 16 GA.x 1 1/2x1 1/2xFlELD COORDINATE SEISMIC COMPRESSION STRUT, SEE SCHEDULE E - 1/2" 2-SCREWS Cl w 1/2" C rf=f )TY g NOV 2.2 2019 PERMIT CENTS SEE SEISMIC COMPRESSION STRUT SCHEDULE f0 tn L u 0 1414 E C E z VI CD CD c 0 0 a r a 0 0 0 0 Tn co o r_ 0 aO M 00CDco mo o��v Nzai2 00 0.0 030,1 m n. JOB TITLE PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 EXP. 5/28/2020 ALL STRUCTIARALISETAILS USED ON THIS PLAN ARE COPYRIGHT LC j OF LOCH SA ENGINEERNG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. • Ct a v DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG4.11 NO SCALE NO SCALE NO SCALE SEISMIC STRUT - METAL DECK NO SCALE FULL SIZE = 2SA18 HALF SIZE. REVIT 2018 INTERIOR DETAIL NOTES 0 cu cc #12 SCREW AT EACH FLUTE STEEL DECK, BY EOR. BENT PLATE 16 GA.x 1 1/2x1 1/2xFIELD COORDINATE SEISMIC COMPRESSION STRUT, SEE SCHEDULE SEE SEISMIC COMPRESSION VIP STRUT SCHEDULE 2-SCREWS SEISMIC STRUT BETWEEN FLUTES - METAL DECK NO SCALE STEEL DECK, BY EOR. #8 SCREW BENT PLATE 16 GA.x 1 1/2x1 1/2xFIELD COORDINATE HANGER WIRE HANGER WIRE - METAL DECK (ALTERNATE) NO SCALE (i) (-3) 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 FOR LAYOUT, SEE NOTE 7. Vir ALL MEP/HVAC SYSTEMS NOT TO HANG FROM CEILING GRID SYSTEM. 2x4 CEILING GRID - GYP. 2- #12 SCREWS SPLAY WIRE STEEL DECK, EQ - -EQ 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 E6) 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. 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 ALL MEP/HVAC SYSTEMS NOT TO HANG FROM CEILING GRID SYSTEM. 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 T 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" NOTE: Splay wires to have 4- tight turns within 1 1/2" from ends. 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". nEcF).\!Fr) (ry NOV 2 2 2019 PERMIT CENTER 111 0 -J E L C ES ES Sn Sn 0 co CD C,5 > • rs... ° c4 o IC • o ca..o co cti o z a)" O 0= CNILU C. 0 F-1 Lii CO Z (/) -J W ru a a < Z 0 W | PER REVITFILE UPLOADED TOBNBU|LDERSSITE DN05/21/1Q 09/19/19 EXP. 5/28/2020 ALL STRUCEPAL.TAILS USED ON THIS PLAN ARE COPYR GHT OF LOCHSA ENGINEERED, THE REUSE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT N.12 ITTEN CONSENT OF LOUISA ENGINEERING ES O c0 ',._. ES 0 ES DATE: 09/19/19 'JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No, LG4.12 1/2" = 1'-0" FL&L SZE 24,35 HALF SIZE 12,18 REVIT 2018 JOIST SCHEDULE MAX SPAN JOIST O.0 SPACING w/o BRACING w/ MID -SPAN BRACING 250S162-33 16" 11' 8" 13' 2" ---- 24" 10'-5" 11'-6" 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 24" 1 Z-5" 16'-8" 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" 6005162-54 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 O 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 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 Q NO SCALE 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 5/8" 12' - 9" 3625162-54 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 JOIST R.O. ISOMETRIC STUD FRAMING, SEE SCHEDULE SPAN STUD JOIST, SEE SCHEDULE T150-54 EACH END / WITH #8 SCREW / AT EACH LEG SEE SCHEDULE FOR WALL TOP DEFLECTION TRACK CONN., TYP. STUD FRAMING, SEE SCHEDULE STUD CEILING JOIST SECTION Q 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 O MAX JAMB SPAN JAMB, SEE SCHEDULE T125-54 TRACK HEADER — CEILING JOIST, SEE SCHEDULE STUD WALL FRAMING, SEE SCHEDULE JOIST R.O. PLAN VIEW NO SCALE C.6) END TRACK, SEE SECTIONS JOIST, SEE SCHEDULE 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". 2- #10 SCREWS AT EACH WALL. AT WALLS WITH 2- LAYERS OF GYP. PROVIDE 3- #10 SCREWS / AT EACH STUD JOIST END CONNECTIONS NO SCALE STUD, SEE SCHEDULE AT 24" OC. MAX. H0 2 L a) a) E a) z N N d N_ O m 0 U d JOB TITLE w 0 Z W Z H PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 j 09/19/19 EXP. 5/28/2020 ALL STRUCTURAL QETAY S USED ON THIS PLAN ARE COPYRIGHT, C ) OF LOCHSA ENGINEERNG. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WRHOUT WRHTTEN CONSENT OF LOCHSA ENGINEERING. a) co 0 Description B) •DATE: 09/19/19 •JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. Uw PERMIT CENTER FULL SUE. 24,08 HALF SIZE. 12415 REVIT 2018 LG4.13 METAL DECK LG4 05 CONCRETE ON METAL DECK (- 1 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 CONF. ROOMS A AND B 0 1 1/2" = I-0" FOR CONNECTION TO STRUCTURE, SEE 1 N 1 NN 362S125-33 STUD FRAMING 1,1 AT 16" OC., TYP., UNO. METAL DECK CONCRETE ON METAL DECK REF: 22/A3.3 LG4 0 CEILING STUD JOIST PER SCHEDULE 362S125-43 STUD KICKER AT 48" OC. SEISMIC GWB TO APC CEILING 3" = V-0" 1 • LG4.06 REF: 25/A3.3 METAL DECK CONCRETE ON METAL DECK --- FOR CONNECTION TO STRUCTURE, SEE LG4.08Tvp. 362S125-33 STUD BRACE AT 48" OC. `- 4- SCREWS 362S125-33 STUD FRAMING AT 16" OC., TYP., UNO. GWB BULKHEAD ABOVE LOCKERS 0 METAL DECK CONCRETE ON METAL DECK G4 06 CONCRETE ,.— ON METAL DECK I NI I I I I ) ... 4. "--- 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" • REF: 23/A3.3 METAL DECK CONCRETE ON METAL DECK WALL FRAMING, PER SCHEDULE 2- SCREWS AT 12" OC. \s CEILING STUD JOIST, PER SCHEDULE BULKHEAD DETAIL HEADER, PER SCHEDULE 1 1/2" = 1,-0" METAL DECK CONCRETE ON METAL DECK FOR CONNECTION TO STRUCTURE, SEE 362S125-43 STUD KICKER AT 48" OC. 4- #8 SCREWS, TYP. H LL I METAL DECK LG4 06 CONCRETE ON METAL DECK LG4.08 CEILING STUD JOIST, SEE SCHEDULE 4 4.)r 362S125-33 STUD FRAMING AT 16" OC., TYP., UNO. GWB CEILING TO GWB SOFFIT 1 1/2" = I-0" FOR CONNECTION T STRUCTURE, SEE (-5-) REF: 331A3.3 METAL DECK CONCRETE ON METAL DECK 362S125-33 STUD FRAMING AT 16" OC., TYP., UNO. G4.06 REF: 24/A3.3 METAL DECK CONCRETE ON METAL DECK 362S125-33 STUD FRAMING AT 16" OC. 4- #8 SCREWS 3625125-43 STUD KICKER AT 48" OC. T125 TRACK GWB BULKHEAD 1 1/2" = 1-0" EXTERIOR STUD FRAMING, PER EXTERIOR SUBMITTAL FULL HEIGHT WALL FRAMING, SEE SCHEDULES GWB BULKHEAD ALCOVE 1 1/2" = I-0" (8) REF: 34/A3.3 T125 TRACK 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 SLOPED SOFFIT AT CLERESTORY 1 1/2" = 1'-0" 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. CONCRETE ON METAL DECK 600S162-33 STUD FRAMING AT 16" OC. T125 TRACK, TYP. 600S162-43 STUD FRAMING AT 16" OC. ,•• SIMPSON RCKW WITH 6- #12 SCREWS AT EACH STUD ! OBBY L 1/2" DIA. THREADED ROD WITH 2 3/4" MIN. EMBED SET WITH HILTI HIT-HY 200 EPDXY USE ANGLE 3x3x18 Ax0'-6" / WITH 4- SCREWS AT STUDS WITH BRACE - FOR CONNECTION TO STRUCTURE, SEE 362S125-33 STUD BRACE AT 48" OC. CLERKS WINDOW COUNTER CITY C)F NOV22 2019.. PERMIT CENTER 0 0 FO a) > e c, co co cv-) 1.) — a, co NE o -o ZQ <2 o 0 .c 01 CO CL JOB TITLE CS> | PER REVITFILE UPLOADED TO8NBU|LDERGSITE ( • 09/19/19 EXP. 5/28/2020 ALL STRUCTLRALS/ETAILS USED ON THIS PLAN ARE COPYRIGHT() OF LOCHSA ENGIN EERNG THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTANIE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING, • Date I '‚I'll" III HIM DATE: 09/19/19 JOB No. 194129 DESIGN BY: SH DRAWN BY: JJ SHEET No. LG4.51 1 1/2" =1.-0" REF: 35/A3.3 REF: 44/A3.3 REF: 45/A3.3 NO SCALE REF: 45/A11.5 FULL SIZE = 24,26 HALF SIZE = 12019 REVIT 2018 SHOT PINS AT 16" OC. TYP. LG4.06 TYP. DECK REINFORCEMENT CHANNEL, TYP., BY EOR. SEE 6/S5.4 4- #8 SCREWS, TYP. TYP LG4.08 362S125-33 STUD FRAMING AT 16" OC., TYP., UNO. SKYLIGHT COFFER - PERPENDICULAR AND PARALLEL TO SLOPE -- 2- SHOT PINS, TYP. 362S125-33 STRONG BACK WITH 2- #8 SCREWS AT EACH STUD, TYP. 1" = 1'-0" SHOT PIN AT /11 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. LG4.08 `--' TYP. SKYLIGHT COFFER AT OPEN CEILINGS - PERPENDICULAR AND PARALLEL TO SLOPE 1" = 1'-0" REF: 33/A3.4 362S125-33 STUD FRAMING, TYP. UNO. REF: 23/A3.4 0 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 A36-36KSl ROD 4.35" 0.9" A572-65KSI ROD 7.8" 1.64" 2.65" F1554-105KSl ROD 7.8" 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. 1 P1000 ROD STIFFENER = . Zw U=w _1U) w OPERABLE PARTITION TRACK AT CONE. A AND B c 1 1/2" = 1-0" REF: 35/A10.3 PE'. • CITY OF NOV -%\ ro u 0 -J z d N_ O 00 0 0 a 0 r a HE 0 op o (90 (p 0 0 SE (/) CO 0 0 M Nt NCO M O �^ CD co 0 C,Y ai� <- .`o. 0 O.0 cv m a JOB TITLE SHEET TIT PER REVIT FILE UPLOADED TO BNBUILDERS SITE ON 05/21/19 09/19/19 EXP. 5/28/2020 ALL STRUCTURAL TAILS USED ON THIS PLAN ARE COPYRIGHT CC; OF LOCHSA ENGINEERING. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING. co CD 0 0 a U N d co DATE: 09/19/19 JOB No. 194129 • DESIGN BY: SH DRAWN BY: JJ • SHEET No. LG4.52 PERM!T CENTER 2 FULL SIZE=242A REVIT 2018 HALF SIZE = 12x18 rlLE. J.\ 19\000\ 19075 Tukwila Justice 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. a a PRELIMINARY n 0 w CO N 0 w n I W H CONST. SET n <1.(1KKK be+&10 -tv bI9oo3� A JAN 31 ?o? PERM T CENTER REAAL (, Z Q= W 0 IL Ow Ow _`So JOB NO. 19-075 DRAWN BY: DEVCO SHEET TITLE: GENERAL NOTE SHEET DRAWING SK 0 Justice Center\SK 1.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 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 W/ 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. o Z a g C PRELIMINARY W m E BID SET C PERMIT SET lE CONST. SET . <K<KK 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. Cif y IAN 3. 2 /uu 0 z J U wo Ow -co So Q U JOB NO. 19-075 DRAWN BY: DEVCO SHEET TITLE: CEILING DETAILS DAAWNC SK 1 DIASION a Justice center \pr\z.•u J:\ 19\000\ 19075 Tukw ROOF DECK BY OTHERS 20ga MIN. (2) #8 SCREWS STRAP 3" WIDE x 16GA x 0'-3" LONG. SPLAY WIRE SPLAY WIRE CONNECTION METAL ROOF DECKING SCALE: 1\" = 1'-0" ROOF DECK BY OTHERS 20GA MIN. ILAG 750SD WIRE HANGER WIRE HANGER CONNECTION @ METAL ROOF DECKING SCALE: 1\" = 1'-0" CLIP L1/2x1Y2X97miI x 1%2' 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 21/2' EMBED, OR ALT SIMPSON TITEN HD. SPLAY WIRE SPLAY WIRE CONNECTION CONCRETE OVER METAL DECK SCALE: 1\" = 1'-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" CITY.gym JAN 3 PERMIT e!. CI a (I) a (3) CD CN (N LC) CD 01 CD CD C) (31 LU Li 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: IV' = 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\7 = 1'-0" _..„---------PERIMETER WIRE (1) #6 SCREW MIN @ EACH STUD. nUNATTACHED WALL - PERIMETER DETAILS t 1 SCALE: IV' = 11-0" LI1111•111•111.11. < . .Z _ - CN 0.' I g E PRELIMINARY I SUBMITTED E BID SET E PERMIT SET CONST. SET 1 141<KKK 11.EC:11,1F,r;, crry coF JAN 31 7020 PERMIT CENTER L6j w o w WZ cr n3 d Co JOB NO. 19-075 DRAWN BY: DEVCO DETAILS SHEET ITTLE: CONNECTION DRAWING SK 3 (2) LVF @ 4" 0.C. SPACING MIN OR (2) #8 TO METAL DECK. 45 DEGREE MAX. C 0 0 45 DEGREE MAX. Center\SK4.dwg U (I) 0 to N 0 0 03 0 LJ CLIP LEG & BEND FOR ATTACHMENT @ DECK COMPRESSION POST 162T125-30MIL MAX SPAN = 81-0" 1625125-30MIL MAX SPAN = 81-0" 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'-O" 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 400 s..<<%• 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). < 0 (1\ ' C 1 '4 0 i g E PRELIMINARY IE< SUBMITTED BID SET E PERMIT SET E CONST. SET 2•1<+141‹ ARMSTRONG CROSS TEE @ 24" O.C. ARMSTRONG HD 8906 MAIN TEE @ 24" O.C. INTERIOR SUSPENDED WOOD CEILING APC-4 SCALE: N.T.S. PERIMETER ANGLE #6 SCREW MIN @ EA STUD -WALL FRAMING PER ARCH. & E.O.R. DWGS. rIECEIVEr-, CITY OF T(1:,.%V.FtLA JAN 3 1. 282G PERMIT CaNTER 0 Ne Tukwia kri ENVISION JOB NO. 19-075 DRAWN BY: DEVCO DETAILS SHEET ME: CONNECTION DRAWNG SK 4 a cr, a C:) CNI a) q) a t._ HILTI KWIK HUS-EZ DIA. X 2 4" EMBED P1000 STIFFENER @ BRACE LOCATION. SEISMIC ROD STIFFENER NUT P2486 @ 36" O-C. MAX. '28" DIA NUT W/ FLAT WASHER, TYP. 83 DIA. BOLT THROUGH UNISTRUT SLOT, NOT OPEN FACE. P1026 CLIP CHANNEL NUT W/ SPRING, TYP CONCRETE OVER METAL DECK UNISTRUT PER APC-4 CEILING SYSTEM FULL THREADED ROD VIEW HILTI HUS-EZ DIA. X 2 4." EMBED 2" DIA. BOLT THROUGH 8 UNISTRUT SLOT, NOT OPEN FACE. UPPER TRAVERSE AND LOWER TRAVERSE UNISTRUT SHALL BE FASTENED @ ANY SPLICE LOCATION TO CREATE A CONTINUOUS MEMBER. • -t RIGIDE BRACE LOCATIONS PER 2/SK5 1 0 PLAN VIEW RCP SCALE: N.T.S. REVIEVVED FOR CODE COMPLIANCE APP OVED MAR 0 5 2020 City of ruk BUILDING DIVISION JOB NO. 19-075 DRAWN BY: DEVCO ROD SHEET ITTLE: THREADED DRAWINCI 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: General Contractor: Address: City/Zip Project Manager: Phone: Project Engineer: Phone: Superintendent: Phone: Contractor: Address: City/Zip PM/Contact: Phone: Northshore 11831 Beverly Park Rd., Building C Everett, Wa 98204 Kristi Gouy Miah McBride 1.425.740.3700 Fax:1.425.370.3701 E-Mail: kristi©northshoreext.com E-Mail: jmcbride©northshoreext.com BN Builders 2601 4th Ave, Suite 350 Seattle, WA 98121 Fax: Fax: Fax: E-Mail: Cell: E-Mail: Cell: E-Mail: Cell: 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 CONCRETE STEEL PRECAST 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 Ak HEIGHT DESCRIPTION BREAKLINE 1 BREAKLINE NOTE2 C NORTH ARROW N NOTE C) DETAIL NUMBER PAGE NUMBER / DETAIL PACKAGE ELEVATION CALL -OUT BUBBLE SECTION CALL -OUT BUBBLE SECTION CALL -OUT BUBBLE NOTE CALL -OUT NOTE 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 4.02B 4.03 4.03B 4.04 4.04B 4.05 4.05B 4.06 4.06B 4.07 4.07B 4.08 4.08B 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 1)4- sub ti Sheet List Table 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 Enlarged Enlarged Enlarged Enlarged Enlarged Enlarged Enlarged Enlarged Enlarged Enlarged Enlarged Enlarged Enlarged Enlarged Elevations Elevations Elevations Elevations Elevations Elevations Elevations Elevations Elevations Elevations Elevations Elevations Elevations Elevations 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 RECEIVED eTY F TUKWILA ,I A N 31 21170 'ER IT CENTER bNoo3o 1 DESCRIPTION DATE For Submittal 20 121 For Submi:ral 09 06 2019 EM t9.2019CI WU • MEM • • -- 0 m co CO co o ct a Sheet Tt Cover Sheet AS SHOWN Job Number 6009 0.00 10 0 BB MATCHLINE - AREA B 0 L 04 3.02 KENNEL f Floor Plan - First Level - Area A 02 3.02 S I M NO FLOOR TRACK @ OPENING ALIGN f 03 3.02 7- 0 0 0 0) 0 Lu 0 i (i) a // EA) AA 01 3.02 2 MATCHLINE - AREA B 0 0 0 — — I CANOPY L Key Plan RECEIVED ITV OF TUKWI A JAN 3 PE5 CENTER NO. DESCRIPTION DATE INIT. For Submatat 05 31 2019 fotMM For SolootOai 09962019 CM Rev.1 0 11 19 2019 CM 8.) 0 03 co C co 0 0) < C CO CO § 0 Sheer Tale Floor Plan - First Level - Area A Scale AS SHOWN Job Number 6009 Sheer 1 .01 Arch Ref: None MATCHLINE - AREA A Floor Plan - First Level - Area B 1 /8" = 1' 0" Arch Ref: None MATCHLINE - AREA C C� EDE TCc) C) C) MATCHLINE - AREA C 01 3.01 MATCHLINE - AREA A I CANOPY L Key Plan RECEIVE ITY' F T KW1L JAN 3 ] 2920 PER ET CENTER NO. DESCRIPTION DATE INIT. 6 7 a 9 10 For Suhmtttal For Submittal Rev 0S.31. 2019 09.06.2019 11 192019 MMM CJH GJH ila Justice Center F- Sheet Tlfie Floor Plan - First Level - Area B Scale AS SHOWN J. Number 6009 1.02 (16 / 15 7 04 3.01 2' 03 \ 3.01 N MATCHLINE - AREA B SIM z Floor Plan - First eve Area c 01 1/8" = -0" Arch Ref: None SIM. / 02 \‘ .0 CG) CED 77 D 71 CB) A I 777 AA 0 5 r I CANOPY L Key Plan fl ECEIVED C TY OF TUKWIL JAN 3 1 mo PERM CENTER NO. 2 3 4 5 6 7 ORTHSHO DESCRIPTION DATE INIT. For SubmOtal 05.31.2019 MMM For Suboonol 09.06 2019 CJH 8 10 6Fvl 11 19 2019 CJH a) C.) a) Tukwila Jus 12 0 co co — co — C co 0 0) 4(75 < E 4.) - § ▪ 7 F90 0 I0 — Sheet role Floor Plan - First Floor - Area C AS SHOWN Job Number 6009 Sheet 1.03 MATCHLINE - AREA B (i) C-9-) 0 21 8) Bc:[(E))i) ) ' co r- ALIGN Floor Plan - Second Level - Area A 02 \ '1111 3.02 N ' =13 03 3.02 / EKD P93 LCKR .95 CIVILIAN o5 H (H (E) a. _J 02/ 6' H WALL PADS A ) ( AA ) CB) 0 MATCHLINE - AREA B 5 I- - I CANOPY L Key Plan ECM, ITY OF TUKW1L JAN 31 go DESCRIPTION DATE NIT. For Sutorn.lbal 05 31 2019 MMM For Subooltot 0908.2019 CJH 9 0 "0 0 CO co C co 0, r2 6 c cp § I- 0 [t— Sheol Tale Floor Plan - Second Level - Area A Scole AS SHOWN Job Nornber 6009 Sheet 1.04 1 /8" = Arch Ref None PER CENTER 113 C9) 1 MATCHLINE AREA A Es) (12Th - QJ MATCHLINE - AREA C (-0,---1) Floor Plan - Second Level - Area B 1/8" = \\, Arch Ref: None / 04 301 0 0 (G) • rED (8) (;) 0 62 MATCHLINE - AREA C MATCHLINE - AREA A r — CANOPY L Key Plan RECEIVE CITY OF TUKWLA JAN 3 I ?on PERMfl CE TER H DESCRIPTION DATE NIT. For Submittal 0931 2019 MMM For Submittal 09062019 CJIA Rev 0 co co C a) (3 § F- 0 •Tr Sheet Truk, Floor Plan - Second Level - Area B AS SHOWN 6009 Sheet 1.05 0 6 5 13 02 \7 08 4.09 y� i \ 3-0� CD (G) F D CEO Sim. 0/ 66 99009 2 066 Sim. C 9.09 Overall Roof Plan 1/16"= 1r_0r. Arch Ref: None 02 4.08 7 05 3.03 20 1 �01\, 16.5' __.. �4.08 / 07 `7 01 3.03 4.09 / 02 03 4.07 0: Sim. Evil) A AA) 15 0 RECEIVE` CT' OFTUKV A JAN 3 2fi?a1 R rr CENTER DESCRIPTION DATE INIT. For Subrniatal 05.3/.2019 MMM For Sobrn Itar 09.06 2019 C.N Rev-1 11492019 CJH She Orr Scale Job N Sbeer Overall Roof Plan AS SHOWN 02 \\ illeimomos c12 1 1 I 1 1 (15 rift-) (20) ( East Elevation - Area B&C ...., . 1/8" = 1I-0" ,..,// Arch Ref: None 01 \ ( A N 02 0 I® North Elevation - Area C Level 02 113' - 6" Level 01 100' - 0" ‘1( 1/8" = 1,-0" Arch Ref: None 66) (7,--5---) - MINIM MIMI 4 01 / ILOW ROOF 126' - 6" 1 C__A_F? _11111 11800 - ___ Level 02 _41k Level 01 Jak 100 - 0" MI I --- mmeammommot -4 Level 02 113' - 6" la I402 1 1 Level 01 100' - 0" - NM =NI OMNI 11111•1 MOM NM =OS South Elevation - Area C 1/8" = 1,-0" Arch Ref: None (12 J OW ROOF jk 126' - CAP ROOF I`), 4.03 ) 11Ah, v38e,'Le_ 1 11 _ Level 01 100' - RECEIVED CITY OF TUKWIL JAN 31 207,0 NO DESCRIPTION For Suomittai 2 For Submittal Rov 1 4 5 DATE NIT 06 31 2019 MMM 09 06 2019 11192019 7 8 0 Overall Elevations AS SHOWN ob Number 6009 (wet 04 West Elevation - Area B&C 1/8" = 1,-0" Arch Ref: None P'EPI if CENTER 3.01 11111111111111111* 4' I ROOF LEVEL 131' 0" IR LOW ROOF - - - - 126' - 6" Level 01 _ 100' - 0" It I EsD LOW ROOF T 126' 6'' 01 East Elevation - Area A 02 4.05 ) Arch Ref: None 00 South Elevation - Area A 1/8" = 1.-0" Arch Ref: None k\ 4.06 00 MIMI MEM MIN +11111 K IMIN MOM MIMI NINE MEM 11111111111170, 71111 I I I I -II— -II-- I North Elevation - Area A CAP ROOF 118' Level 02_ 113' - 6" mt Leve101 100' - 0" Ill nos mnse 1/8" = Arch Ref: None 08) II Field N ch West Elevation - Area A 1 Field Notch MIN MIM =MI -t- 111•11111 1111111111111 LOW ROOF 126' - 6" CAP ROOF 118' - 0" Level 02 113-6" ml Levelio001 o, NM =MIN IMMO ROOF LEVEL _aik 131' 0" II LOW ROOF _ilk 126' - 6" m- / CAP ROOF jik, \ 4.05 ; 118' - 0" ml Level 02 113' - 6" 111 Level 01 100' 0" 4 04 nEcERrEn CITY OF TUKWILA JAN 3 1- 2O?J PERMIT CENTER NO. 2 4 5 6 DESCRIPTION DATE INIT. 7 8 9 1 0 Fat Subrrulta! ShOt 2019 MMM For SubmttIal 09.0.6.2019 CJH Rev 1 11 19 2019 CJH a Justice Gen F-- co > co co To cc c co 0 cy) < .(.7) 46 7- (3 •I - ID cr. Sheet Title Overall Elevations Scale AS SHOWN Job Number 6009 Sheet 3.02 04 1/8" = 1'-0" Arch Ref: None E.4.07 i� 1 01 Elevation - Hub Pop -Up North 1/8" = 1'-0" Arch Ref: None 03 4.07 1 tint I t i • 01 �4.09 / r- �� C4) EO3 Elevation - DT West Arch Ref: None 6„ 1 t-9„ 1,11'-1 1'-1 1'-1 05) EMM = - Elevation DT North '-1 1'-1 1'-1 1'-1 1'-1 1-1 1'-1 1'-1 1'-1 1'-1 1'-11;2'- • ROOF LEVEL 131' - 0" LOW ROOF 126' - 6" 11 Level 02 113'-6" ROOF LEVEL__ 131' - 0" LOW ROOFji 126'-6" CAP ROOF 118' - 0" Level 02 113'-6" • 1/8" = 1'-0" Arch Ref None i i • 4111 07 r Elevation - Hub Pop -Up East 7 E - - - - = 11 ROOF LEVEL 131'-0" 1 OW ROOF jik 126' - 6" mig CAP ROOF jih 11$ 0" 11 Level 02 jik 113'-6" 1 1 OW ROOF 26'-6" I I I I CAP ROOF k 118'-0" Ill i Level 02 113'-6 r 02 Elevation - Court Pop -Up North 1/8" = r Arch Ref: None 0 01/11111 CAP ROOF 118'-0" r Level 02 113'-6" Elevation - Court Pop -Up East 1/8" = 1'-0" Arch Ref: None 1 r, Elevation - Court Pop -Up South 1/8" = 1'-0" Arch Ref: None 16.5) 11111111 Elevation - Court Pop -Up West CAP ROOF 118'-0" Level 02 113'-6" -- ' • CAP ROOF ji 118'-0" 111111111. • CAP ROOF 118' 0" ji immi 02 t 4.07 % I Level 02 jik 113'-6" amok Ley_el02jih, 1 113'-6" II Elvr • / 02 4.09 ' I 03__\1 �4.08 RECEIVED CITY OF 1 LIKWIL JAN 31- 202n PER 6T C NTER NO DESCRIPTION DATE INIT. Fo, Subi ,,119I 05.31 2019 Men 2 For Submittal 09.06 2019 CJH Rev. 1 11192019 CJH 4 6 7 8 9 a a Justice Center o m To- 0 C c co 00 00 6 rn co - Sheol Title Overall Elevations Scare AS SHOWN Job Numb 6009 Sh 3.03 1/8" = 1'-0" Arch Ref: None 1/8" = 1'-0" Arch Ref: None 0008 Out rner 1/2" Joints (Typical) -11YZ'�1'-11'2'�1'-11Y2'�1'-111i2 0206 0207 0208 0209 0210 6000 02 7 5" Coping Face " Join 048 3' 8„ l" Joint 5'-11Y2' i " Joint 3'-11i " J 'o 16 Sim. 5'-11" 1000 9'-11" 7'-0" i2" Joint- 9.06 5" Coping F oint i " Joint 14" Joint 1/2" Joint 3'-1 1 Y2" YZ' Joint 3'-11i " 3'-11".1/2" %2 '000 ,000 1000 12' Joint Joint * " Joint 1/2' Joint 3'-111/2' / 3'-111 " 1000 1000 3'-113" 3'-11Y2" 1000 1000 12 1/2" Jo nt Y2" Joint 3' 11Yr` " 3'-11?y2 Y2' Joint 1/2' Joint 3'-11i " / 3'-111/2' Y2" Joint Y2' Joint 3'-1111/2' 3'-111/2' Y2 Joint- Y2" Joint YZ' Joint 3'-11,2 V " 3'-11v21;,, t` 1'-1 111;6" 4'-51/2' Joint 4'-532' 030 1' Joints (Typical) 1' 11,4a1�-11,4 1 11,2,1 0016 9.04 Sim. ,000 Is,n i000 . 1000 1000 lid..,. 1000 1000 m 1000 I .::. ,000 0017 14 Inside/Outside Corner 1 -53i4„ -V 1'-11V',1'-11" "<1'-111 'H1'-11Y2".'1'-11$4' 1'-3%4" 1 Yz" Joii I 1Y4",1'-1111/2C 1'-11,/: LOW ROOF 126' - 6" ml_. .� 7 CAP ROOF 118'-0" r 0018 0019 0020 0021 0022 0023 0024 0025 0026 0027 0028 0030 0031 0032 0033 000 \ I". 1000 Imo-°. 1000 I'r'. 100 000 3'-111/2' 91/2' Y2' Joint 1/2' Joint'/2' joint!2' Joint Enlarged East Elevation - Area B 1 /4" = 1'-0" Arch Ref: 11/A5.1 Inside/Outside Corner ' I 1'-534" '-11Y2' 1-1132 1/2' Joints (Typical) 00 -a. 1000 1 1000 1000 C67 15 1 „ 1i,r. 1 „ r 1.„ 1InE 1i n„ , 1/„, r ti„a r 1 n,, 1" - n�- -11/2c1-11,2,�1-11/2�1-11i2,^1-11,21-11,2.1-11,2,1-11J2�1 -11/2 2-0v4 r 1 -11 .. 2.-1/4" .09 / 1000 + 1000 ,7.1000 W1 (See S01, SO2) 0001 0002 0003 0004 0005 002 9.01 0006 tin, 1'n, 1 p„. 1.,r . y 1„ 1 1ln r 1n, 1n. , p„ { 3:„ . , ,� 1n. 1n, r 1\„. ,. 1;-u , Ln, r 1 0/ y e 1", , 1rr, r -11; ,y1 -11i !1 -it!"=1 11 .f1 -11r 1 11, .<1 -11; 1 -11r » 1 -11; i1 -9; 1 -11 .-1 -10 1 -11; r:1 -11 1 -11; F1 -11; .r1 -11- . 1 -11/ 1 -11; , 1 11r F1 - iz 2. 2 2 2 2: 2, 4 2 z 2' 2 � 2 2 0007 iz" Joint 0009 0910 0011 Inside/Outside Corner 1'-2743" 1'-27/8" 0012 00,3 W1 (See S01, SO2) (Jo YZ' Jgint - g�„ 4' 0" 3' 9,I6 0028 0027 0031 0032 0033 0034 0035 0039 0042 0043 loo4s \ 0046 0047 0048 0052 0053 0054 0055 0056 I.v 359 1 `. 0052 0085 �a 007 0063 0064 0068 0067 ; 0068 0069 0070 0071 0072 0076 4000 4000 0057 0058 10059 0049 0050 0051 0040 0041 0036 0037 0038 0028 0029 0030 9.01 0011 0012 0013 0014 0015 003 ��� 0044 Downspout Shroud 031 0080 Downspout Shroud Of 30 \ 0073 01 9.01 9.04 067 1 9.04 > Sim. / 0074 4000 005 4.02 4000 ES16 01 .04 4.02 053 9.09 9.07 ..9..07 Beyond - Beyond 9.01 I �r���� .:,-,000 '°- , 000 "' 1000 ._5.,..'_ 1000 1000_......._--�.. ...._1000 �... ::; . 1000 <:. 1000 rc_s,,00 nc.•. 1000 1..e>a _woo �...`---- 1000 � 1000 1":; c. , 000 1s>:.. 1000 1^':"' 1000 ,:: ,.- 1000 ::c,.;. 1000 , ° 1000 0014 001 000 W2 (See S07, S08, S09) CAP ROOF ji 5" Coping Face 1 18' 0" 11 000 I Level 02 113'-6" ml Level 01 100'-0" LOW ROOF 126' - 6" 5'-3" 9'-11" 32 i Joint 2 /2' Joint 9.0 Level 02 113'-6" II RECEIVE CITY OF TUKWIL JAN 31 207u PIT CE TER Level 01 jik 100' - O" , NO DESCRIPTION DATE INIT. ForSubmittal 2 05 31 2019 MMM For Subrnttal 09.06 2019 Reel 92019 CJH CJH 4 5 6 7 8 9 0 Tukwila Justice Cent Sheet Title 0 mco f0 cco o a, (0 E� a) -- Y I- 1n O Enlarged Elevations Scale AS SHOWN Job Number 6009 Sheet 02 Enlarged East Elevation - Area C 1/4" = 1'-0" Arch Ref: 11/A5.1 4.01 . ............... ...... ***:% .............. :MEE!!! ................... 00. ...... **•""' ...... .... Mgr 0 • " .......... 3000 3 0 01 300 01 300 33'-1" 11" 67-117 8" 3'-11" 3000 300 Inside/Outside Corner 4.-6" 1 1 1 1 1 1 1 1 1 1 1 z) 3000 3 00 3000 00 9'-5" 612" 3000 SUM., 1T-1134" 6-012" 101,2" Enlarged East Elevation - Area B 1/4" = 1I-0" Arch Ref: 11/A5.1 1 1 1 1 1 1 1 1 1 7 InsIde/Ou side Corner 3000 15'- 11'2" 115'-37/8" 20'-2"- 3000 3000 3000 3000 3000 9' 4" 8'-012" 17'-11111,6" — W1 (See S01, SO2) 3000 18 19 Ins de/Outside Corner (See S01, SO2) in all r 4 0, a4 0,0, • 1 1009 04 3000 ,00•0 30,10 mum 1 1 i ! \ 3000 \ 3000 a 1 3000 \ \ eme :o 3000 3000 \ ! he ! 3000 26.-0" 3000 1 Downspout Shroud 28'-0" . i \ .01 \-- -- Downspout Shroud 22-0 000 3000 9' 3000 4" ,9 3000 ! ' 4" ! 3800 9'4" 1000 3000 /1011 3000 m m, 'XIO130o0 f '1!' I3.6' IZII- 4... 3000 E — 3000 h Enlarged East Elevation - Area C 119'-3716" 3000 LOW ROOF 126' - 6" CAP ROOF_ 118' - 0" Level 02 113' - 6" Level 01 _ 100' - 0" LOW ROOF 126' - 6" Ill W2 (See S07, S08, S09) CAP ROOF 118' - 0" 15'-8" Level 02 4k 113' - 6" Level 01 100' - 0" RECEIVE!) CITY OF PAM,- JAN 3 I 2020 PER CE TER NO, DESCRIPTION DATE INIT. For Submittal 05 31.2019 MMM 2 For Subthetai 09 06 2019 CJH Rev 1 11192010 CJH 4 5 6 7 8 9 0 co co co .0 0, C C § 3 c Sheet Title Enlarged Elevations Scale AS SHOWN Job Number 6009 Sheet 4.01B 02 4" = Arch Ref: 11/A5.1 5" Coping Face oint oint 5'-3" A 1'-9" 7/2' Joints (Typical) 1'-1112"01'-11i2"°1'-111/2" 1'-111/2" 1'-11 Inside/Outside Corner '2"°1'-11%2'1 -111/2'i 7/4t 1,-73,4"/ 1'V" Joints (Typical) 9�2" 1,�2'-0 Inside/Outside Cotner �2 1'-1132111'-111/2' 1,-115//8 %2" Joint G 2" Joint '2" Joint )�z" Joint 3-111,/2" 3'-11%2' 3'-11''2 3'-111/2t 006 9.0 Joint 112" Joint 1'-111/2' 3'-111,f2' 3'-11 oint 1/2" Joint 3'-11%2' 1/" Joint Joint 1'-1112" 3'-11%2" '2' Joint 1/2 Joint 3'-11'2" Inside/Outside Corner Inside/Outside Corner '2" Joint 3'-1112" 9" %2' Joint 4'-0" Joint 1'-101Y16" 26'-0" 076 9.10 0 0088 0090 023 anum 9'-11" 0077 t., 003 0 /17 0091 S16 77 8.04 0080 0092 0081 0093 0082, Downspout Shroud 0094 0095 Beyond 0097 0086 073 9.10 034 0098 0104 08 Enlarged North Elevation - Area C 1/4", 1'-0" Arch Ref: 31/A5.1 9.05 009 0105 0108 031 9.04 0107 0108 0119 i073� 0110 02 0111 4.01 0112 0103 000 4000 4000 005 Beyond 9.01 047 4000 9.06 4000 4000 14000 4000 4000 042 4 9.06 4000 4000 041 4000 4000 .06 14000 4000 4000 4000 4000 4000 4000 4000 043 9.06 4000 4000 Beyond 4000 4000 047 9.06 000 4000 4000 cc 4000 050 9.07 054 Beyond 2000 00 9.07 2000 200 2000 037 9.05 2000 2000 002 \9.01 W1 (See S 1, SO2) J 007 \--- - W2 (See S07, S08, S09) Downspout Shroud 15'-4" Inside Corner+, - W1a (See S03, SO4) 14'-0" 000 20 2000 200 2000 2000 2000 2000 2000 2000 000 2000 054 9.07 Level 02 113' - 6" Level 01 100'-0" 2000 2000 2000 038 2000 9.05 2000 000 20 2000 20 014 2000 9.02 200C 2000 20 200 - Field Notch W1a (See S03, SO4) Level 02 113'-6" II 15'-4" ECF E UTYOFT. A JAN 3_ NO. DESCRIPTION DATE I INIT. 1 For St aminal ...--...- 08 31 20 For Submittal 09.08.20191 cJH Rev. 1 11,192019 CJH 2 3 4 5 6 7 1 8 9 10 ai m c a. Oco co c ar) o j�j T. C.)`> C )3 z HQ O H Sheet T¢le Enlarged Elevations Scale AS SHOWN Job Nvmber 6009 Sheet Enlarged South Elevation - Area C 1/4" = 1'-0" Arch Ref: 34/A5.1 PERMIT CENTER 4.02 T 15'-8 01 D \� Inside/Outside Corner 19'-113/4" 1T-615/6 Inside/Outside Co ner G 119'-2'/2" Inside/Outside Corner Inside/Outside Corner 5'-111 its" 26'-15rie" \ 000 0000 000 1000 Anon 1000 3000 3000 3000 3000 15'-911 Downspout Shroud 3'-4" 7'-3" 9'-6" 7'-65/16" 9'-11 3'-4" 6' 29ie" 3'-4" 10' 4" Enlarged North Elevation - Area C 3000 3000 3000 4'-0" 2'-0" 3000 4'-0" 2'-0 4"-0 2'-0" 4'-0" 2'-0" 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 8t-03/6" - W1 (See S01, SO2) W2 (See S07, S08, S09) 49'-6 3/16' Downspout Shroud 5'-1111 6" 6'-33/8 " 7'- 3'-4" 3000 3000 \/ 34" Field Notch 3000 16'-5t5A6' - W1a (See S03, SO4) Level 02 113'-6" Level 01 100'-0" r 1/4" = 1'-0" Arch Ref: 31/A5.1 W1a (See S03, SO4) 14'-0" Inside Corner, Level 02 113'-6" 15'-8" Level 01 jik 100'-0" 11 RECEIVED CITY OF TUKWI A JAN 11 2020 NO DESCRIPTION For Submittal 2 For Subm9tai DATE 0531 2019 09.06.2019 INIT.I MMM CJH Rev 92019 CJH 4 5 6 7 8 10 a Justice Cen F- Sheet Title Enlarged Elevations Scale AS SHOWN Job Number 6009 Sheet 02 Enlarged South Elevation - Area C 1/4"=1'_0" Arch Ref: 34/A5.1 PE CE TER 4.02B LOW ROOF 126' - 6" 6" CAP -ROOF vik 5" caiDliac@." Joint 1/Z Joint N. evel 02 113'-6-" 4'-111/4" 4-111'4" jk W401 M 100' - 0" 1/2" Joint 1'-91/2" II/" Joint 3'-10:14" 31-816" /006 9 01 18 ( 17 16.5) Inside/Outside Corner Joint 3.-815/16" Inside/Outside Corner Downspout Shroud Inside/Outside Cotner 95-11" 076 9.10 11" 13 b7/ 40 0 4000 4000 4000 Beyond 4000 40 0 4 0 044 9,06 4000 4000 4000 4000 4000 4000 0 4 02 4000 050 9.07 4000 000 2000 2000 2000 2000 074 9.10 Enlarged East Elevation - Area B ( u 1 1/4" = 1 0" Arch Ref. 51/A5.1 W2 (See S07, S08, S09) 2000 2000 2000 2000 021 9 03 2000 2000 061 11" 2000 9 08 2000 2000 2000 2000 2000 2000 2000 13 F. 200 2000 2000 000 2000 014 9.02 2000 2000 2000 2000 Beyond 074 • Field Notch; 17L115/16" 9.10 \ \ 2000 2000 2000 2000 038 9 05 2000 9, 2000 2000 2000 000 000 20 2000 2000 r 2000 20 2000 Beyond 074 Field Not h 6" Lap W1a (See S03, SO4) 9.10 037 2000 9 05 4 014 9.02 2000 054 2000 7 9.07 2000 2000 2000 00 074 2000 9.10 ao Si 2000 2000 2000 2000 2000 2000 2000 2000 2000 20 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 20 2000 2000 2000 022 012 9.02 2000 20 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 013 022 2000 2000 2000 2000 20 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2090 2000 2000 20 2000 71, 26 2090 2000 2000 2000 2000 2000 2000 061 2000 9 08 2000 2000 2000 2000 2000 2000 2000 00 0124 0114 v Field Notch 17'-1 r/I5" 6" Lap 12 W3a (See S10, S11) 17'-115/16" 6" Lap Downspout Shroud 1 7'-115/16" Inside Corner 5000 5000 5000 SCOO 5000 5000 5000 5000 5000 5003 5000 500G 020 200 -/12. Joints (Typical) 5000 5000 ,'/11'-1 1'71/2" 1%'!"1'/11%" 1's/115/87,1'bl 1%'.'r/r-1 1bl 1%"/Ibl 1",71'./1 1"/Tb115/8m1 1%"/V.-1 1%"bibll%"1'./1 1//2"l'bl 1:1/2"l'bl 1%",t//1 15/8" 5000 9 0 5000 5000 I 0124 0114 0125 0126 0127 0128 1000 1900 3-1134" 3-113 4" 0120 0130 0/31 0132 0133 --L W1 (See S01, SO2) 0134 0135 0135 0137 0138 /067 9 09 0139 ,aa 0140 1000 1000 1000 ,afk 3-113/4" 3I-111/2" 3I-1134" 0141 0142 0143 0144 0145 0146 0147 6148 0149 1000 1000 /50 0115 0151 0152 0118 0113 0153 0118 0154 ' [ 0,55 032 9 04 0119 0120 0156, 0 49,7 0157 9122 614" stz," / 3l-93'4" 1/" Joint 1,'" Joint 002 CAP ROOF _A 118' - 0" Level 02 jh 5.-812- 113' - 6" II 1/2" Joint 4-111v4" 056 4-111/4" Joint Level 01 100' - 0" RECEIVED CITY OF TUKWIL JAN Imo b 9 DESCRIPTION DATE For Submatat 0531 2019 2 For Subrmttal 09 06 2019 CJH Reel 11 19 2019 Cai --- Sheet TIM Enlarged Elevations Scare AS SHOWN Job Number 6009 Enlarged East Elevation - Area C \ kJ 1/4" = 1-0" Arch Ref: 51/A5.1 9 01 PE CE TER 4.03 k LOW ROOF 126'-6" CAP ROOF 118' 0" Level 02 113'-6" 15'-8' Level 01 100'-0" 1 Inside/Outside corner (16.5 Inside/Outside orner 8'-8,ra 27'-33z" / Downspout-Shread 6-6 5 Ins de/Outside Corner 114'-107/8" Downspout Shreud- 59'-53/4" 14'-6" 71.zr --sown spout-Shr 3000 3000 00 00 3000 1 1 1 1 1 3000 00 3000- 2'_49va6" 3'-10" 9'-11' 3'-10" 3000 3000 3'-4" 3000 9'-1 3000 --. W 13'-215/6" )7, SO8, S09) �� Enlarged East Elevation - Area B 1!4" = 1 Arch Ref: 51/A5.1 14'-6" 71/2 , wnspeut-Shroud------- 3'-4" 13 3000 3000 3000 F: .i...,h 2 -11716 7'-3" 3000 3'-4" 7'-3" 3000 2'-0"�. 2'-8" 000 8'-0" 7'-0" 3000 3000 3, Field Notch 12'-8" W1a (See S03, SO4) 3'-4"Field Notch 6'-1'Y/6, 1 _9t3/16" 70'-5'4" W3a (See S10, S11) 8'-0" 7'-0" 8'-0" 13000 3000 7'-0" 3000 3000 11 Downspout Shroud -- 71'-O%, Inside Corner 3000 3000 <0 3000 3000 3000 7'-3" 3000 3000 3000 3000 55'-6" 7'-0" 3000 3000 3000 3000 4'-0" 7 -0" 3t100 30(10 1 2000 1 1 1 1 1 1 1 1 1 6'-0" 7'-0" 3000 3000 00 3000 00o Enlarged East Elevation - Area C 31'-11t516" 11'-11"?. S01, 302) 9'-4" 00 12'7 " 9' 43'4' 9'-43/4" 9'-11" 8'-0" 9'-4" 3000 3000 3000 3000 4'-0" 7'-0" 1 24'-9/z" 30'-2" 2'-0„ 4'-0" 3000 7'-0 ' 3000 T-0" 6'-0" 7'-0" So3o 3000 3000 LOW ROOF 126'-6" CAP ROOF 118' - 0" Level 02__ 113'-6" Level 01 100' - 0" 1 1 1 1 1 1 1 1 1 nEcEsvEn CG!Y OF MUKVrI. JAN 31. mg PE a, CE TER 7 NO. DESCRIPTION DATE NIT. 2 For Submittal Forsu0ma1ai 05.31 2019 06.201 3 Revs 19.2019 CJH 4 5 6 7 9 101 > a) co co TO a) 00 @a v � 3 3 z 0 Enlarged Elevations AS SHOWN Job Number 6009 4.03B 1/4" = 1'-0" Arch Ref: 51/A5.1 5" Coping Face " Joint Joint /121" Joint (17517; 0 Inside/OutsideCcnoe Inside/Outside-earner 1-- V4b)(See S14, S15) W4a (See S12, S13) 69'0Y4" W4b (See S147 ) S15 \ 0 , ...)- ).- -.)„" Joints (Typical) \ l'-611•4" t1"2l'-111'2"1.-11Y2",l'-11i1'-1 VT, 1.-11121-111/2,,1-11.121-111/2-1-111.11'-111,1-11Y,I-1112,1'-111/,1'-11V1-11.7,1'-1111-1 rI/1-111/2"1'-111/2,1'-11121T-1112,:t-11Y,1.-111/2,1'-111"1.-111•21'-1112,l'-1111'-1111/211-11/2,1'-1112,1-111/2".,1-1112 '/' i • W2 (See S07, S08, S09) Enlarged East Elevation - Area A 1/4" = 1I-0" Arch Ref 11/A5 2 Inside Corner ...• tlo ......... " Coping Face 1/2" Joint 057 9 0 1'2" Joint 056 07 1" 11'-0" W2 (See S07, S08, S09) Downspout Shroud /// WI (See S01, SO2) 63'-2" Joint (s 3-11:14" / 3'-11" 1/2" Joint 1/2" Joint V-111/Z" Downspout Shroud 4 - 11/2" V-11 34" 1000 1000 1000 0)73 Outs rner 10 5" Coping Face -'2" Joint ROOF LEVEL 3'-8" 131' - 0" 5'-11)/2" 3'-85'i 5'-11" 9'-11" 3'-111/2 / 3'-111, / 3'-111 3'-1112" / l'-11Y4"1'-61/4"' 1 91'2" f 1 f.) R, 1/2" Joint -I//' Joint ',I/" Joint 1/? Joint 1/2" Joint*2" Joint/2" Joint , 1 / 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 20 „r 20 0 00 2000 2000 2000 2000 2000 2000 2000 2000 2009 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 00 2000 2000 0 012 2000 9.02 2000 2000 2000 2000 J090 2000 2090 2000 2000 2000 2000 0 2000 2000 2000 9.02 2000 2000 2000 2000 2009 2000 2 0 2000 2000 2000 2000 20p0 JP?' 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2063 cia 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 00 2000 2000 2000 2000 074 2000 9.10 2000 Si 2000 2000 \Ma (See S03, SO4) 2000 2000 2 60 E., 2000 2000 2008 S16 2000 2000 8 04 2000 2000 2000 2008 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 074 2000 9.10 2000 2000 2000 2000 014 9 02 LOW ROOF 126' - 6" CAP ROOF 118' - 0" Level 02 113' -6" ml Level 01 100' - 0" ml /1T Joint LOW ROOF 126' - 6" Joint CAP ROOF 118' - 0" IT Joint Level 02 113' - 6" 3'2" Joint Level100' - 01" Ilk nEcFivEn CITY OF TUKWILA JAN 31. 2)070 NO. 1 2 3 4 5 DESCRIPTION DATE For Subrnttal 05 31 2019 For Submittal 09 06 2019 820, 1.192019 6 7 8 9 10 a) 0 a) Tukwila Jus a > a 0 -5 OD 00 c co o 0-, a E a) --- Tttle Enlarged Elevations AS SHOWN Job Number $heet 6009 Enlarged North Elevation - Area A 1/4" = 1,-0" Arch Ref 14/A5 2 E R rT CENTER 4.04 Inside/Outsitje-O>rer 25'-4" Inside/Outsides ot'ger yV4b (See S14, S15) ( G 4a (See S12, S13) 66 W4b (See S14, S15 Jusi Ou,t� Gqrner 9 ;11 10 I 41 5„ 28'-8" Co; 3000 4'-2" 3000 3060 3000 5'-9" 3000 3000 3'-67�" �8 4'-0" 7' 0' 3000 3000 17'-5%4„ 8 -0„ 3000 3000 3000 3000 3060 3060 3000 33'-65'g" 3600 3006 3000 3000 0 3000 3090 3000 3600 3000 3000 a000 1M9 3266 3000 3600 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 9'-4" 36'-0" 22'-134" 300 3000 W2 (See S07, S08, S09) Enlarged East Elevation - Area A 1/4" = 1'-0" Arch Ref: 11/A5.2 co Inside Corner N W2 (See S07, S08, S09} W1 (See S01, 802) 64'-9" Downspout Shroud 63'-2" Downspout Shroud 3'-11" 25'-8Y4" /- T (BB) 5- 3000 3000 3000 3060 3000 3000 29'-9" 6'-0" 7'-0" 3000 006 00 6' 0" 7'-0" 6'-0" 7'-0" 4'-0" 7'-0" 3000 6'-0" 7'-0" 4'-0" 7'-0" 3000 3000 3090 000 4'-0" 7'-0" 9 6-0" 7'-0" 6'-0" 7"-0" 3000 3'-117ig" 1' 3000 3000 3000 8'-0" 7'-0" 1 -7516 3000 3000 3000 3600 3006 Enlarged North Elevation - Area A a (See S03, SO4) LOW ROOF 126' - 6" CAP ROOF 118'-0" m Level 02 113' - 6" mil Level 01 jik 100'-0" 4' 2" ROOF LEVEL 131'-0" 11" 23'-0" LOW ROOF 126'-6" CAP ROOF 118'-0" Level 02 113'-6" r Level 01 100'-0" m RECEIVED CITY OF TOKWf - JAN 11 ZU213 PERTCENTER DESCRIPTION 7 8 9 For Submittal For Submittal Rev DATE INIT. U5.31.2019 MMM 09.06,2019 CJH 11.19.2019 CJN 0 Ha Justice Cent F- Sheet Tole Enlarged Elevations AS SHOWN Job Number 6009 4.04B 1/4" = 1'-0" Arch Ref: 14/A5.2 5" Coping Face jh LOW ROOF NI 126'-6" 1 1/2" Joint CAP ROOF 118'-0" 01 Level 02 113' - 6" 1/2" Joint Level 01 100'-0" �ih 12'-1-11,2 9'-11'1 (?) Downspout Shroud //- Downspout Shroud 076 9.10 N% Downspout Shroud Inside/Outside Cornr 3'-111'8 6'-0" 2'-3i2,, Downspout Shroud 3'-7" // 3' 113/4 ' / 3'-113q" 100 2000 20 2000 2000 2000 2000 2000 000 000 2000 2b 00 00 2000 2000 2000 0 2000 2000 2000 2000 000 00 2000 000 2 00 2000 20 2000 2000 2000 00 20 00 200 2000 1200 000 2000 2000 2000 20 2000 200 000 20 0 00 2000 2000 2000 2000 000 000 2000 2000 2000 2000 00 2000 2000 10 2( 2000 2000 2000 2000 200 200 2000 000 2000 2 1000 0 2000 2000 2000 2 000 0CU 4000 2'-6%8 4000 4000 3'-7" 4000 2'-3, 2 4000 4000 7 000 2000 2 2 014 2000 2000 9.02 000 2000 011 9.02 2000 0 00 20 00 200 2000 2 012 9.02 013 9.02 2000 200 2000 2000 00 2000 2 2000 035 9.05 200 20 200 2000 20 2000 200 200 2000 0 2000 S16 8.04 035 9.05 2000 200 1200 2 20 2000 000 200 200 2000 2000 2 0( 200 2000 2000 2000 2000 2000 2000 2000 2000 2000 2 2000 200 200 2000 2000 200 00 2000 2000 2 20 2000 Beyond 055 0 2000 200 0 9.07 2000 014 2000 2000 9.02 20 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 i J r 2000 2000 200 2000 2000 2000 00 2000 000 2000 000 00 2000 2000 036 200 9.05 2000 2000 2000 2000 010 9.02 00 2000 2000 2000 000 20)0 036 20 9.05 2000 20 120 000 00 2000 2000 00 2 2000 2000 036 20 9.05 000 2000 2000 2000 0 000 2000 2000 2000 2000 2 2000 00 20 00 000 2000 2000 2000 200 036 2 9.05 2000 2000 2000 20 2000 2000 2000 200 00 '2000 Enlarged South Elevation - Area A 1 /4" = 1,_0„ Arch Ref: 31/A5.2 Inside/Outside Corner 3'-11 Y8" 1 6'-0" 2'-312" / i Downspout Shroud / 006 9.01 3'-7" 3'-11/4 i' 3'-1134" 3'-11" 3'-105/e' 2'-03/8" W1a (See S03, SO4) - Downspout Inside/Outside Corner 3'-11" 1'-1112"=1'-111 " 1'-11 052 9.07 4'-0" ,r 4'-0" 4'-0" at 35'-11%z' W4a (See S12, S13)( C 2"Jo 1'-111'2"`1'-11''21'-111'2",1'-111/2 i-111/2",1'-11 ai% �2000 1 i J r 20 7 2000 2000 2000 Beyond 20 000 055 200 20 9.07 2000 2000 000 2000 2000 2000 000 20021 4000 2'-618' 4000 014 02 4000 4000 40ro0 } 4000 4000 3'-7" 4000 4000 0 2' 2 4000 4000 04 4000 9.06 4000 042 9.06 1 4000 4000 8i; 3'-11" 4000 4000 4000 041 9.06 4000 4000 2'I-03i8"- ;4000 S16 4000 8.04 4000 4000 400 0 40 000 4000 4000 4000 044 2000 I- 20 2000 2 000 2000 2000 2000 200't 1 I 02 075 9.10 4000 4000 4000 4000 4000 '-714" 4'-0" 4'-0" 4'-0" Enlarged South Elevation - Area A 1/4" = 1'-0" Arch Ref: 31/A5.2 4'-0" / 2'-2143" 007 9.01 075 9.10 04 9.06 4000 4000 ' 4000 r 9.06 \ 4000 Fie No 4000 4000 4000 d ch 4000 n 4000 4000 075 9.10 Beyond 4000 4000 4000 005 4000 4000 000 4000 01 4000 EEE 000 ioi a 00 073 0213 214 034 00 Downspout Shroud 221 0222 01 00 00 031 9 04 032 EEE 0225 02 4000 4000 4000 5" Cop ng Face Joint 4000 ROOF LEVEL jh 1/2" Joint 049 9 07 LOW ROOF _Ai 14" Joint 11 Joint 003 9 01 CAP ROOF Level 01 100' - 0" 4000 CITY OF TUKWILA PER IT CENTER NO 2 4 DESCRIPTION DATE For SubmTtal For Sobroittal 6 7 8 0 CO co (13 co L o L o 16-•-heet Title Scale AS SHOWN Job Number Sheet 6009 4.05 LOW ROOF 126' - 6" CAP ROOF 118' - 0" 01 28'-8" Level 02 113' - 6" Level 01 100' - 0" Downspout Shroud 84'- 40/8" / Downspout Shroud 77- Downspout Shroud / 139'-33/8" 1-L-)//Th M Insi e Outside Corn - - Downspout Shroud 3000 / 3000 3000 3000 3000 6'-0" 7'-0" 0:00 000 l000 8'-0" 7'-0" 2'-0" 7-0" 3000 3000 3000 3000 4'-0" T-0" 3000 8'-0" 7'-0" moo! SOO SOSO 3000! 2'-0" 7'-0" 3000 4'-0" 7'-0" 3000 3000 3000 3000 6'-0" 7'-0" 3000 3000 30001 3000 3000 8'-0" 7'-0" 1 6'-0" 2'-0" 000 3000 1 0 ' - 0" 2'-0" 3000 8'-0" '1 2-0" 3000 6'-0" 2'-0" EP 1 0'-0" 2'-0" 3000 EP 3000 8'-038" 2'-0" 3000 4'-0" 2'-0" 3000 3000 3061j 000 3000 PP' 3000 3000 1000 3000 EP 3000 3000 3000 Enlarged South Elevation - Area A 1/4". 1'-0" Arch Ref: 31/A5.2 Insibe/Outside Corn r K.) Downspout Shroud // 54-11" W1a (See S03, SO4) Downspout Shroud 4'-5" Inside/Outside Corner E W4a (See S12, S13)1 " ker, \ 35'---111/16"/ / / / Downspout Shroud 1000 3000 3000 3000 0000/ 6-1 07/16'''0 3000 3000 30.J 3000 3000 3000 3000 0,6!7•""- coa 4'-0" 7'-0" 3000 3000 MUM 3000 EP 4'-0" 2`-,0" 3000 6'-0" 7'-0" 3 30 0 30 01 8'-0" 7'-0" 'Es 4'-0" 7'-0" 3000 3000 30 0 3000 3 0 9'-11" 7'-0" 3090 3000 3000 3000 4'-0" 7'-0" 3000 3000 3000 8"-0" 16'-27/8" 3000 3000 3000 3000 3000 3000 Field Notch 9'-11" 3000 3000 3000 3000 3000 'EP 3000 3000 3000 3000 26'-4%" 3'-10" 7'-0" 6'-4" 1 0" 3'-4" 7'-2343" 3000 3000 3'-10" 7'-3" 3000 3000 3000 4"-0" 2'-0" 3000 3000 W2 (See S07, S08, S09) 29'-1V W1 (See S01, SO2) 26'-4%" ROOF LEVEL 131' - 0" LOW ROOF 126' - 6" ml W4b (See S14. S15) CAP ROOF 118' - 0" 33'-1" Leve102 113' - 6" W Level 01 _ilk 100' 0" RECEIVED CITY CIF TUKW L JAN 31 2020 A NO 2 3 DESCRIPTION For Sularnatal NIT. 05 31 2019 MMM FOr Subrotttal Rev 1 09 G6 2019 CaH 11192019 ChM 6 7 9 0 a Justice Center co 0 CD co C co 0 a, < E > a) H 03 § Lc) Lr) Sheet TIlie Enlarged Elevations Scale AS SHOWN 6009 Sheet 02 Enlarged South Elevation - Area A 1/4" = 1'-0" Arch Ref: 31/A5.2 RE PER CENTER 4.05B 5" Coping Face 01 Jo nt Y2" Joint 1" 076 9.10 / 97'-2" 5'-4%' 2 000 2000 2000 2000 2000 2000 2000 2000 2000 000 2000 2000 2000 200 2000 2060 2000 2000 000 2000 2000 2000 2000 2000 000 2000 2000 20 200 2000 2000 2000 000 2000 000 00 000 2000 2000 200 2000 2000 2000 2000 2000 2000 20 2000 00 2000 2000 200 2000 2000 2000 2000 2000 2000 20 200 2000 0 2000 20 0 2000 2000 20 2000 200 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 0 200 200 2000 2000 2000 2000 00 r. 12'-11%' 9'-11" 2000 000 2000 014 2000 9.02 20 2000 20 2000 2000 2000 200 2000 20 20 200 000 2000 20 0 011 9.02 012 9.02 200 2000 2000 2000 2000 2000 00 2000 200 2000 200 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 037 2000 9.05 2000 2000 2000 2000 00 2000 2000 2000 200 200 2000 2000 2000 2000 2000 2000 2000 20 e0 2000 7 2000 2000 2000 ..0 2000 2000 2000 2000 2000 2000 If: 2000 . ,,. >.,y na„ . .,, ... we 200 .-2090... -2900 2006 -2000 2004- -2000- -20e0 00 0 2000 2000 2000 200 2000 2000 2000 2000 Enlarged West Elevation - Area A 075 2000 000 2000 2000 2060 2000 075 2000 9.10 2000 20 Sim. 2000 2000 2 00 2000 2000 2000 2000 2000 200 2000 2000 2000 000 00 2000 2000 2000 000 200a Field Notch 010 9.02 W1a (See S03, SO4) 038 9.05 2000 2000 2 00 200 2000 2000 2000 2000 2000 200(1 0 2000 0 2000 2000 2000 2000 200 025 9.04 026 9.04 Field Notch ®200 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 0 LOW ROOF 126'-6" CAP ROOF ji 118'-0" Level 02 113' - 6" r _Level 01 100'-0" M 1/4" = 1'-0" Arch Ref: 53/A5.2 fECE VEO CITY OF T UKWsLA JAN 31I]tQ PE M CE TER NO DESCRIPTION DATE INIT. For Submflai 05.31.2019 MMM 2 For Subm61al 09.06.2019 CJH 3 Rev1 11.19.2019 CJH 4 5 0 7 8 9 10 Tukwila Justice Center Sheet 1,0 Enlarged Elevations Scale AS SHOWN Job Number 6009 4.06 01 Th 97'-13/4" �5'\ 4 1 000 300 00 3000 3000 0 3000 T-0" 3000 3000 3000 6'-0" 7'-0" 0000 1 6'-0" 7'-0" 3000 0 3000 3000 3000 6'-0" 6'-0" 6'-0" 6'-0' 3000 3000 8'-0" 6'-0" 3000 30I0 4'-0" 7'-0" 3000 3'-10" 00 9'-11" S000 3 9'-ON 3'-10" Enlarged West Elevation - Area A 3000 3000 3000 3000 Field Notch 28'-5" W1a (See S03, S 4) 6,-„ 9'-11" 3000 - Field Notch 6'-4" 7'-3" 300 3b00 3 00 10'-0" 6'-4" 4'-8" 6'-4" 7'-10" 10'-0" 9'-1 3000 3000 3000 3000 20'-8" 28'-8„ LOW ROOF j 126'-6" 11 CAP ROOF 118'-0" Level 02 113' - 6" Level 01 100'-0" 1 /4" = 1-0" Arch Ref; 53/A5.2 fEC R'EP CITYOFTR. KWILA JAN 3. I. Lij J PERMIT CE TER O. DESCRIPTION DATE INIT. For Sobr0tal For 9ubmmal Rev 2019 2019 2019 o co N 5 a) 0 0 OD co 0,- a) 0 co U m Sheet THIe Enlarged Elevations 0<a,e AS SHOWN ub Numb. 6009 Sheet 4.06B -- W1b (See 605, 606) - W3a (See 610, 611) 5000 021 9.0 5000 111111111r 5000 5000 5000 7000 7000 7000 7000 060 071 9.09 7000 L 7000 7000 7000 9.08 5000 5900 Enlarged Elevation - Hub Pop -Up North 1 /4" = 1'-0" Arch Ref: 11/A5.3 018 00 9.0 020 9.03 W3a (See S10, 611) ra l ' 5000' r 5000 ✓ 1 5000 1 I 5900 Enlarged Elevation - Court Pop -Up North 1 /4" = 1,_0" Arch Ref: 13/A5.3 039 W1 b (See S05, 606) 9.08 CAP ROOF 118'-0" m Level 02 113' - 6" 03 7000 7000 7000 7000 7000 7000 7000 Enlarged Elevation - DT West 1/4" = 1'-0" Arch Ref: 21/A5.3 040 9.05 052 7000 9.07 062 9.08 5000 5000 ROOF LEVEL 131'-O" LOW ROOF 126'-6" Level 02 jk 113' - 6" 063 9.08 LOW ROOF ml ///�����\\ 126' - 6" 021 \ CAP ROOF 118' 0" Level 02 -_lei 113'-6" RECEIVED CITY OF TUKWILA JAN 3 MO PER CE TER NO. DESCRIPTION DATE INIT. For submittal 05 31 2010 MMM 2 Fr uSabmlltat 09 062919 CJH 3 Rev1 11192019 CJH 4 5 6 7 e 9 10 co co Co 5 Sheet Title Enlarged Elevations Scare AS SHOWN Job Num 6009 Sheet 4.07 6'-015/i6" 79*-716" W1b (See S05, S06) 16'-9" W3a (See S10, S11) 25'-613/i6" 7000 7000 7000 4'-117/8" 7000 7000 g-115/8" 7000 7000 Enlarged Elevation - Hub Pop -Up North 1/4" = l'-O" Arch Ref: 11/A5.3 50*-1" 52'-r/6" W3a (See S10, 511) 3000 3000 4'-0" 2'-0" I 4'-107" (04=1 0 Enlarged Elevation - Court Pop -Up North ) i/C 25'-516"- 10 Arch Ref 13/A5.3 9 3000 3000 W1b (See SO5, S06) 24'-'616" 5'-5" 7000 3000 3000 3000 3000 3006.- 3000 CAP ROOF _ilk 118' - 0" Level 02 jk 113' - 6" v 5.-9" 03 7000 7000 5'-013A6" 7000 7000 7000 7000 7000 30-55/8" Enlarged Elevation - DT West 1/4" = 1'-0" Arch Ref: 21/A5.3 35'-1V/8" 7000 17'-i" ROOF LEVEL 6-63,4" 131' - 0" LOW ROOF 126' - 6" Level 02 113' - 6" LOW ROOF 126' - 6" CAP ROOF .4 jik 118' - 0" Level 02 113' - 6" FIECEiVED CITY OF TUKWILA JAN 31 2020 PE. M CENTER NO. DESCRIPTION DATE INIT. For Submittal 05.31.2019 MMM 2 For Subtruttal 09 06 9019 CJH 3 Rev 1 11192019 CJH 4 5 6 7 8 9 10 Tukwila Justice Ce (-0 0 CO co —0 C co 00 0 0) c F— Lt) Sheet 151Ie Enlarged Elevations Scale AS SHOWN Job Number 6009 Sheet 4.07B 017 .0 16-5) • 18 W4a (See S12, S13) / 5000 5000 5000 5000 5000 -if 5000 Enlarged Elevation - Court Pop -Up East 1/4"= 1-0" Arch Ref: 23/A5.3 1'-9" Enlarged Elevation - DT North 1/4" = 1'-0" Arch Ref 31/A5.3 F 018 9 03 063 9 08 E ) CAP ROOF Level 02 113' - 6" W4a (See 812, S13) Inside/Outs' 11/2"/I-11"-r-111"/1.-111/2"./1'-111"-l'-11V!/1-111/2",,l'-11;1/2",,I-111/27/1'-113/2"./1*-1VT,I-111/2",/t-11.1'-111'2",/1'-111/2",/1.-111/2"/I-111/2"/ 2"-2" 017 .0 W4a (See S12, S13) e S14, S15) 5000 5000 5000 5000 5000 5000 r J 1 G e Comer 021 019 9 03 Enlarged Elevation - Court Pop -Up South 1/4". 1'-0" Arch Ref: 33/A5.3 /063) 90 .0 CAP ROOF jikk 118' - 0" Level 02 ibe, 113' - 6" 111 W1b (See S05, S06) ( K ROOF LEVEL 131' - 0" II LOW ROOF ik 126' - 6" II CAP ROOF 118' - 0" 111 Level 02 _k 113' - 6" 11 nEcevEn CITY OF rUKtNi JAN 31 2020 PERM CENTER NO. DESCRIPTION DATE NIT Tukwila Justice Cen Fe' Submatal 05 31 2019 For Submittal 09 08 2019 Rev 1 11142019 12 CO 0.) 0 CO co C co .0 0, (13 1— Le Enlarged Elevations AS SHOWN 6009 sheet 4.08 7916u 6'-0" 9" 02 6'-17/16" 6.5 39'-10" W4a (See S12, S13) (. 3000 3000 3000 3000 Enlarged Elevation - Court Pop -Up East 1/4" = Arch Ref: 23/A5.3 4'-2" 2'-73/6" 2. 413'1 16 46'-6% CAP ROOF 118'-0" W- Level 02 113'-6" 3000 3000 3000 28'-3Y-8" 3000 7000 7000 13.-813 6' 3000 7000 7000 3000 3000 7000 7000 3000 3000 7000 Enlarged Elevation - DT North 1/4" = 1'-0" Arch Ref: 31/A5.3 F , �G 1 W4a (See S12, S13) 49'-11° 48'-11116" 1'-5316" 3000 Enlarged Elevation - Court Pop -Up South 03 1/4„_ 1,_0„ Arch Ref: 33/A5.3 3000 3000 r J I � CAP ROOF 118'-0" Level 02 jik 113'-6" ml 7000 31'-81316" 2 -011'�e ROOF LEVEL Lh 1311-0" LOW ROOF 1261-6" CAP ROOF 118'-0' Level 02 113'-6 bt) flECEWE C T"YOF.1uKAV LA JAN 31. ?r 7a PE MR CENTER NO. DESCRIPTION DATE INIT 9 0 FurSubrfl93i For Submittal OA.OB.0019 C Rev, W 0 0 CO co C— CO O m 513 �) U) Scala Sheet r„ Enlarged Elevations J AS SHOWN 6009 4.08E 059 10 W1 b {See S05-, S06) 11 Inside/Outside Corner 12) (1- W4a (See S12, S13) 017 9.03 02 9.08 4.08 7000 7000 5000 5000 071 9.09 7000 7000 Beyond 058 �9.08 5000 5000 L 5000 018 9.03 5000 5000 5000 5000 000 000 0 Enlarged Elevation - Hub Pop -Up East 1/4" = 1'-0" Arch Ref: 41/A5.3 7 06 9.08 (See S 10, S 11) 017 9.0 r L 5000 5000 5000 5000 Enlarged Elevation - Court Pop -Up West 1/4" = 1'-0" Arch Ref: 43/A5.3 (o70� 9.09y i 5000 \9.09/ 5000 063 9.08 070 9.09 019 9.03 CAP ROOF 18'-0" Level 02 113' - 6" ROOF LEVEL ., 131' - 0" 111 021 9.03 OW ROOF 126'-6" Ill CAP ROOF 118'-0" Level 02 jilt 113'-6" II n CFIVE.O CITY OF TUKWILA JAN 3 1 on PERM CENTER NO. DESCRIPTION DATE INIT. For Submilla! 05.31.2019 MMM 2 For SubmIss] 09062019 CJH Rev 11.192019 CJH 4 6 7 8 0 W 0 W U Tukwila Just Enlarged Elevations Soar AS SHOWN Job Nun,b0 6009 4.09 10 18'-103/8" --W1-13-(See S06. SO6) Inside/Outside Corner 53'-5Y2" W4a (See S12, S13) 7000 3000 I. 3000 3000 983'4" 2'-03/4" 7000 1U-813;16" 3000 1 0'-31/8" 3000 3000 7000 3000 3000 i= 3000 7000 l'-33/1 6" Enlarged Elevation - Hub Pop -Up East 1/4" = 1I-0" Arch Ref: 41/A5.3 6'-9" 18 3000 40'-71/2" W3a (See S10, S11) 40'-0" 16 3000 3000 3000 t-11743" CAP ROOF 118' - 0" Enlarged Elevation - Court Pop -Up West 1/4" = 1.-0" Arch Ref: 43/A5.3 Level 02 tik 113' - 6" 3000 3 7'-0" ROOF LEVEL Alk 131' - 0" LOWROOF 126' - 6" i 2'-6" 0 i 1'-218" 1 '-3/16" CAP ROOF 118' - 0" Level 02 113' - 6" WV 0030 n ECEiVED CITY OF TUKWILA JAN 3 i 2020 FFNMfl CE TEA NO. 1 2 3 DESCRIPTION For Submittal For Submittal Rev 1 DATE 05 31 2019 09 08 2019 INIT. MMM SJH 111920,9 CJH 4 5 6 7 8 9 1 0 OD co — CO co .0 0) (9 C —45 C (1i z 00) 0 Sheet jibe Enlarged Elevations Scale AS SHOWN Job Number 6009 Sheet 4.09E3 082 9.11 10'-512' R-36 HR-36 HR-3b HR-36 TBD TBD TBD TBD 8000 8000 8000 8000 083 9.11 Trash Enclosure - West Elevation 1/2" = 1'-0" Arch Ref: None 5'-4" 8" 02 4" 2'-8" 4'-6" 7" 4" 4'-6" 2'-8„ HR-36 TBD 8000 HR-36 TBD 8000 084 9.11 5'-0" 5'-0" Trash Enclosure - South Elevation 6 TBD 8000 11111111111111111111111 1" 5'-4" 8" 1/2"= 1'-0" Arch Ref: None 03 (-081� 10'-512" F-1-36 HR-36 HR-36 HR-36 T3D TBD TBD TBD 8000 8000 8000 8000 mom 8" Trash Enclosure - East Elevation 1/2" = 1'-0" Arch Ref: None Bottom of Deck 10'-2" Finish Floor 0 0" RECEWE9 CITY OF T(. KWILA JAN 31 2u0 CM For Submittal 05.31.2019® © For Sribmiltal 0H.06.2018CI ©®111P2019® 1111111111111 ©11.111.1 a 0© a a - o0 10 0I NO DESCRIPTION DATE a Justice Cen F- Sbeel role. Enlarged Elevations - Trash Enclosure Scale AS SHOWN b Number 6009 PE CENTER 4.10 AIMINIUM 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 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 WI (2) #12 HWH Tek3 Screws @ Karrier Rail 41.1.4 11,111 ( SO1 Section - Wall Type W1 - NorthClad AL Series Stacking Panel ARCH RE 3" = 1-0" Horizontal) Kingspan Flat Karrier Rail 3" Kingspan Karrier Panel Metal Insulated Panel (MIP) Pre -Finished Black - Set In Sealant @ All Edges 7 8" 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" AluminumTube Stiffener @ 16" O.C. Framing Not By Northshore Exteriors Panel Dimension 16" Maximum Panel Dimension Plan View - Wall Type W1 - NorthClad AL Series Stacking Panel ARCH REF: A0.1 11.1.1111,1AINIMM 11.PlUVI 5 '21" System Depth SNAP IMO IN Section - Wall Type W1a - Vertical AEP Span PS-12 Panels ARCH REF: A0.1 3" = 1 '-0" 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 Gotta" 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 5 '21" System Depth 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 16" Maximum 1'-0" Panel Coverage Plan View - Wall Type W1a - Vertical AEP Span PS-12 Panels ARCH REF: A0.1 RECEIVED CITY OF TUKWILA JAN 3 1 Zfin 0 PER IT CE TER AS SHOWN DESCRIPTION For Submittal For Submntal Sheet Trite 05 31 2019 09 06 2019 11192019 Wall Standard Details Job Number Sheet 36" - 69atala111111111101aNabael. ataaanatalaalanttell --- 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 @ All Edges Section - Wall Type W1b - Horizontal Kingspan Metal Insulated Panel (MIP) ARCH REF: A0.1 3" = 1'-0" 3" 3" - - 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 Exteriors >Li" Max Plan View - Wall Type W1 b - Horizontal Kingspan Metal Insulated Panel (MIP) @ Exposed Vertical Joint ARCH REF: A0.1 36" 1" 4 716" System Depth 35 32" 35 32'' 38(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" D.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" D.C. Max Attached w/ #12 HWH Tek3 Screws @ Karrier Rail Kingspan Flat Karrier Rail Attached w/ #12 HWH Tek3 Screws 16" D.C. Maximum Section - Wall Type W2 - Equitone Linea Fiber Cement Panel @ Horizontal Joint ARCH REF: A0.1 16" Maximum 4 716 System 3" Depth — 1" 13,8" 38"(10 mm) (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" D.C. Max Attached w/ #12 HWH Tek3 Screws @ Karrier Rail Stainless Steel Uni Blind Rivet w/ Colored Head And Spacer, Equal Spaced 16" D.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 3" = 1'-0" 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). 318" 131,u Equal (16" Maximum) Equal (16" Maximum) G G G G G G G G CC G G F FGF F G G G G GC G CC G G G CC G G Equitone Fixed Fastener Layout ARCH REF: AO.1 3" = 1"-0" RECEIVED CITY OF Tlik'4VIL JAN 31- 2020 PERMIT CENTER NO. 2 3 DESCRIPTION DATE INIT. For Submatal 05 31 2019 MMM For Submittal 09 06 2019 CM Rev 1 11 192019 CJH 4 5 6 7 8 9 10 a Justice Cen F- (11 cu> 03 0 co To c co o C (.6 = F- 7 Sheet Title Wall Standard Details Scale AS SHOWN Job NurrIbm 6009 Sheet 8.02 b‘ct Obib 36" 3" = 3" 338" 714" System Depth I 3'-4" Coverage 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 7 8" System -- Depth 3" 3" 8 6"Lap -- (Horizontal) Kingspan Flat Karrier 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" 3" 714" System Depth Section - Wall Type W4a - Perforated No ARCH REF: A0.1 114" 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 hClad AL Series Stacking Panel 16" Maximum 3 1" Min. Pert Margin Panel Dimension 7 1 „ 2 (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 Plan View - Wall Type W4a - Perforated NorthClad AL Series Stacking Panel ARCH REF: A0.1 dk 6030 RECEIVED CITY OF TUKWILA JAN 31 mil PERIVIiT CENTER DESCRIPTION DATE INIT For SubssItal 05 31 2019 MMM FOrSubliOltral PThDFl1LI CJH 11 19 201S CJH a) a) 0 a) c.) -r7)F- D co a) 0 CO co (75 co C•co 0 or) C 6 cu — I— E D Lc) Sheet Tole Wall Standard Details Sc.ele AS SHOWN 6009 Sheet 8.03 S 9: 16 1" x :m99MAN, nap mpli 7 14" System Depth It 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 Pre -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" O.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" O.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 @ Karrier 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 814" Plan - Anti -Climb Downspout Shroud 6/ ARCH REF: 13/A4.2 Depth Varies per Panel System 318, 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 @ 16" O.C., Screws Painted to Match Panel Dimension 24" Maximum 1" Min. Perf Margin Panel Dimension 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" 0.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 4" 0 Hole Predrilled In Tube To Allow For Fastener Perforated NorthClad AL Series Panel .063" Aluminum Pre -Finished "Redwood" Color Panel Dimension Section - Wall Type W4b - Perforated NorthClad AL Series Stacking Panel Over Storefront Window ARCH REF: A0.1 Panel Dimension NA(k 0130 RECEIVED CITY OF TUK@WgLA JAN 31 7pp0 PE m CENTER. NO. DESCRIPTION For Subolinal 2 Fo,Sub,nb,Ab i Hev, DATE INIT. 5 01 2019 MMM 9 06 2019 GJH ' 1 19.2019 GJH 4 6 7 0 I— v 0 Wall Standard Details AS SHOWN Job Number 6009 8.04 BUTT PLATE JOINT @ 10-0 1/4" O.C. 12" 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 Flash Continuous Bead of Sealant Notch Karrier Rail as Needed \ - 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached w/ #12 HWH Screws @ 16" O.C. SO2 8.01 Panel Dimension (See Elevations) Plan - W1 & W2 Inside Corner ARCH REF: 14/A10.1 3" = 1TO" Top Of Wall _2 SO1 8.01 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" 0.C. .050" Aluminum Base Flashing Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ 16" O.C. Set in Sealant Section - W1 Base ARCH REF: 35/A10.1 BUTT PLATE JOINT @ 10-0 1/4" O.C. Ii 1/4" Min. y Level 1 *EV 2" Cecto Envirosheet Flexible Flashing (2) CONTINUOUS ----- BEADS OF SEALANT 12" +/- (F.V.) Grace Ultra High Temp Membrane Continuous Sealant .050" Aluminum Coping, Pre -Finished / "Matte Black" Color, Attached w/ #12 HWH Screws @ 12" 0.C. into Oversized Holes at Backside of Coping - .050" Coping Clip, Attached w/ SS Nails @ 12" 0.C. into Blocking - - Continuous Bead of Sealant 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached w/ Y8" 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/ 41" SS Rivets @ 24" O.C. Painted to Match Flashing 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" Q.C. Level 1 ----- Cecto Envirosheet Flexible Flashing Panel Dimension (See Elevations) 1. 1/2" 2" - Plan - W1 Outside Corner ARCH REF: 11/A10.1 Section - W2 Base ARCH REF: 34/A10.1 Panel Dimension (See Elevations) Plan - W1 Termination (Mockup) ARCH REF: None 3" = 1TO" Field Trim PS-12 as Necessary, Reuse Panel Leg When Possible 41" SS Rivets © 24" ----j 0.C., Painted to Match Closure Trim Plan - W1A to W2 Transition ARCH REF: None 3" = 1I-0" Continuous Sealant - .050" Aluminum Closure Trim, Pre -Finished "Redwood" Color, - - - Attached #12 HWH Screws @6,,0 3" 4" .050" Aluminum Jamb Trim Pre -Finished "Redwood" Color, Set in Sealant, 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) CIECFIVEII CITY OF TUKWILA Sheet Title Scale Job Numb. Sheel DESCRIPTION For Submgta, For Submtttal Details 05 31 2019 09 06 2019 11192019 AS SHOWN 4" ,r 43/4" S11 1 8 03 Y8" SS Rivets @ 24" 0.C., Painted to Match Closure Trim Panel Dimension (See Elevations) S08 .050" Aluminum Closure Trim, Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ Karrier Rails Panel Dimension (See Elevations) /1" 1' 2" r 13/16" Plan - W2 to W3A Transition ARCH REF: None 3" = 1'-0" SO4 s8.01,y/ Field Trim PS-12 as Necessary, Reuse Panel Leg When Possible Plan - W1A Window Jamb 0 3 ARCH REF: 15/A10.2 Y2" 2"1 N Continuous Sealant 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" 0.C. Primary and Secondary Sealant not by Northshore 22ga Zincalume Closure Trim, Pre -Finished "Cool Terra Cotta" Color 1/8" SS Rivets @ 24" 0.C., Painted to Match Closure Trim Section - W1A Base ARCH REF: 35/A10.1 1. 3" 5" 1 014 f t Plan - W1A Outside Corner 3/4" 2" / 503 /// 8.01 - 7/8" Bare Galvanized Horizontal Hat Channel, Attached w/ (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 w/ #12 HWH screws @ 16" 0 C c 0 w a) 8) o 0 c a) E 0 -65 al 22ga Zincalume Base Flashing Pre -Finished "Cool Terra Cotta" Color, Attached w/ #12 HWH Screws @ 16" 0.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 w/1/8" 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" 0.C. Painted to Match Flashing ARCH REF: None 3" = -P-0" 4" 1.11,111V 3" 13/4" 2" 25/8" +/- (F V ) 53/4" +/- (F V ) Section - W1A Window Head / 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" 0.C. 22ga Zincalume Base Flashing Pre -Finished "Cool Terra Cotta" Color, Attached w/ #12 HWH Screws @ 16" 0.C. Set in Sealant Primary and Secondary Sealant not by Northshore ARCH REF: 31/A10.1 11 Plan - W1A Termination 15,'ARCH REF: None 3" = l'-0" r SO4 8.01/ ir 1"K 2" // 4' Continuous Sealant 22ga Zincalume Closure Trim, Pre -Finished "Cool Terra Cotta" Color, Attached w/ #12 HWH Screws @ Karrier Rails 4" Field Trim PS-12 as Necessary, Reuse Panel Leg When Possible Panel Dimension (See Elevations) 22ga Zincalume Closure Trim, Pre -Finished "Cool Terra Cotta" Color, Attached w/ I/6" SS Rivets @ 24" 0.C., Painted to Match Closure Trim 0 4" 33/4" +/- • 25/8" +/- (F.V.) (F.V.) 2Section - W1A Window Sill ff.) ARCH REF: 23/A10.1 d 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 w/ #12 HWH Screws @ 16" 0.C. Grace Ultra High Temp Membrane 22ga Zincalume Sill Flashing Pre -Finished "Cool Terra Cotta" Color, Set in Sealant 1/8" SS Rivets @ 24" 0.C., Painted to Match Sill Flashing 2" 7/8" Bare Galvanized Horizontal Hat Channel, Attached w/ (2) #12 HWH Tek3 Screws Set in Sealant Through Karrier Panel S03 8.01 / S10 8.03 Panel Dimension (See Elevations) --- 22ga Zincalume Base Flashing Pre -Finished "Cool Terra Cotta" Color, Attached w/ #12 HWH Screws © 16" O.C. Set in Sealant 2" 3/4„ 7/8" Bare Galvanized Horizontal Hat Channel, Attached w/ (2) #12 HWH Tek3 Screws Set in Sealant Through Karrier Panel / SO3 k\ 8.01 nEcFivEn CITY OF TUKWILA JAN 31 MO NO. DESCRIPTION DATE INIT. For Stlionellal 05 31 2919 MUM 2 Fro Submittal 09 06 2019 CJH 3 Rev 1 11192019 CJH 4 5 6 7 8 9 10 Tukwila Jus CO 00 —03 _00 c 00 .0 0) 0 E > (13- _ co _NC = •61- Sheet Tttle Details Scale AS SHOWN Job Number 6009 Sheet tAcv DOWPE (11 CENTER 9.02 A -A BUTT PLATE JOINT 10'-0 1/4" O.C. 12" (2) CONTINUOUS -- BEADS OF SEALANT 3" 017 141/4" +/- (F.V.) 6" 11,11.1,111111111061111111,1111,1 Section - W3A Coping ARCH REF: Sim: 45/A4.2 3" 4,0111IIIII I \ 8 03 Panel Dimension (See Elevations) 7 7 2" Plan - W3A Outside Corner 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 5" sio 8.03 Panel Dimension (See Elevations) Top Of Wall ,vvv--- 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant ARCH REF: 45/A10.2 3" = l'-0" 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached w/ 1/8" SS Rivets @ 24" O.C. Painted to Match Flashing .050" Aluminum Corner Flashing Pre -Finished "Redwood" Color, Attached w/ SS Rivets @ 24" O.C. Painted to Match Flashing 4" Section - W3A Window Head ARCH REF: 21/A10.1 — Continuous Sealant S11 Panel Dimension (See Elevat Plan - W3A Termination ARCH REF: None ons) 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. / S10 8.03 Primary and Secondary Sealant not by Northshore Continuous Sealant .050" Aluminum Closure Trim, Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws Karrier Rails -10 311 6" 7- - - .050" Aluminum Closure Trim, r Closure Trim / 2" / Pre -Finished "Redwood" Color, Attached w/1/8" SS Rivets @ 24" O.C., Painted to Match 7/8" +/- (F V ) 3" +/- (F V ) 4" Section - W3A Window Sill ARCH REF: 32/A10.1 Continuous Sealant Primary and Secondary Sealant not by Northshore 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" O.C. 7-- Grace Ultra High Temp Membrane 24ga Zincalume Sill Flashing Pre -Finished "Black" Color, Set in Sealant 14" 1/8" SS Rivets @ 24" O.C., Painted to Match Sill Flashing ( S10 \ 8 03 ) r , 1 I Section - W1 Scupper L .....111111111111111 ARCH REF: 15/A4.2 17/8" ,-" 001 9 01 4" 31/4" r SO1 ‘\ 8.01 Continuous Sealant Primary and Secondary Sealant not by Northshore 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Attached WI #12 HWH Screws @ 16" O.C. 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 \\ 8 04 Dc 0030 RECEIVE) CITY OF fURW:LA JAN 31 20a) PERMIT CENTER NO. DESCRIPTION DATE INIT. 1 Fat Submittal 0531 2019 MMM 2 Par Submalal 00 06 2019 CJH 3 Rev 1 11 19 2019 CJH 4 5 6 7 8 9 1 0 a) co F— a) 0 co co — co c co o cy) c3 E a) *E" co H 0 90 Sheet Title Details Scat° AS SHOWN Job Numbef 6009 Once, 9.03 N ) 11 Section - Folding Door Head ARCH REF: Sim: 21/A10.2 3" = 1-0" (1A; 4" 119.,-;1;1:21',1111111'11,11, 111 • 2'1/2" +/- (EV.) "1 . „ 1 ' • _,„, -"i 51/ I 21/2" +/- (F V ) Section - Storefront Door Head/Window Sill ARCH REF: 31/A10.2 3" = 1 '-0" J 9" 214" , 7,-- Continuous Sealant 13/4" /; Primary and Secondary Sealant not by Northshore ---- .050" Aluminum Sill Flashing Pre -Finished "Matte Black" Color, Set in Sealant /2 Sill R.O. 2" 1/2" 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" O.C. SO1 8.01 24ga Zincalume Closure Flashing Pre -Finished ' "Black" Color, Pop Riveted 16" O.C. 16 Gauge Galvanized 3x1" Formed Angle, Attached w/ #12 4 HWH Screws @ 16" O.C. SO1 8 01) 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached wl 1/2" SS Rivets @ 24" O.C. Painted to Match Flashing .050" Aluminum Base Trim Pre -Finished "Redwood" Color, Set in Sealant, Attached wl #12 HWH Screws @ 16" O.C. Panel Dimension 1 • t /2 10" - .050" Aluminum Head Flashing Pre -Finished "Matte Black" Color Set in Sealant, Attached w/ #12 HWH Screws © 16" O.C. -- Continuous Sealant - Primary and Secondary Sealant not by Northshore If (SO2 Panel Dimension (See Elevations) Plan - W1 Storefront Door Jamb ARCH REF: 34/A10.2 / 2" - 3" Section - Roll -up Door Head ARCH REF: 22/A10 2 4" ))0 7. 31/2" +1- , (F V ) 3„ ,Am • 2" - Continuous Sealant 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" O.C. Primary and Secondary Sealant not by Northshore .050" Aluminum Closure Trim, Pre -Finished "Redwood" Color ,1/2" SS Rivets @ 24" 0.C., Painted to Match Closure Trim 10" 7 4" 1/4" 7 S03 - t . T 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant 7//8" Bare Galvanized Horizontal Hat Channel, Attached w/ (2) #12 HWH Tek3 Screws Set in Sealant Through Karrier Panel 0 a) E 0 24ga Zincalume Corner co Flashing, Pre -Finished "Black" CI - Color, Attached w/ 1/2" SS Rivets @ 24" O.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/ 1/2" SS Rivets @ 24" O.C., Painted to Match Closure Trim Section - W1 Window Head 03 1 ARCH REF: None 3" = 1 '-0" 8.01 7 ,„------- 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 2/ " +I- 2 y (F.V.) 51/2" )7r /, ttA.;• 2:11, 1" F.V. 43/" +1- (F.V.) 4=zactioCti 3" 5" Plan - Roll -up Door Jamb ARCH REF: 12/A10.2 Panel Dimension (See Elevations) 4" SO4 8.01 1 1 1 7Th Section - W1 Window Sill 032 ARCH REF: None 34" .7' / 314" 44- (EV.) 77/ 22ga Zincalume Closure Trim, Pre -Finished "Redwood" Color, Attached w/ 1/2" SS Rivets @ 24" O.C., Painted to Match Closure Trim ----- 24ga Bare Galvanized Closure Flashing Attached w/ #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/ 1/2" 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/ 1/2" SS Rivets @ 24" O.C. Painted to Match Flashing 2" z 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 SO1 8,01 / 11‘• 0 no RECEIVE!) CITY OF TUKMA JAI*1 PERMIT CENTER NO. DESCRIPTION DATE INIT. For Subrnatal 05 31 2019 MMM 2 For Submittal 09 06 2019 CJH Rev 1 1119.2019 CJH 4 5 6 7 8 9 10 sheet Trtle. Details Scale AS SHOWN Job Number 6009 01,001 9.04 4" 4" 0 7 SO2 8 01 Panel Dimension (See Elevations) Plan - W1 Door Jamb ARCH REF: 24/A10.2 INWMANWOLAIMIAMUMUIONM: 19.11MIANIAIMUMIMIAMMUM 4" Section - W1A Door Head ARCH REF: None 3" = 1'-0" 534" 212"+/- (F.V.) 14 F.V. S03 8.01 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. 75" 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 (1) c Panel Dimension (See Bev lontimummumwsninatu1,1 4" 212" +/- (F.V.) 512" Section - W1 Door Head ARCH REF: None SO1 8.01 -- Continuous Sealant 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" O.C. .050" Aluminum Head Flashing 1 " Pre -Finished "Redwood" Color Set 4 in Sealant, Attached w/ #12 HWH Screws @ 16" O.C. 0 4" 4" Field Trim PS-12 as Necessary, Reuse Panel Leg When Possible Plan - W1A Door Jamb ARCH REF: 24/A10.2 1 0 2 Primary and Secondary Sealant not by Northshore F.V. Continuous Sealant Panel Dimension (See Elevations) 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 1 a" SS Rivets @ 24" 0.C., Painted to Match Closure Trim 4" .1.4111.1.11.10111MIAMMOSI... 2" Section - W1A Louver Head ARCH REF: 13/A10.2 3" = 1-0" 4" Section - W1B Louver Head ARCH REF: Sim: 13/A10.2 534" F.V. 14,, S03 8.01 75" Bare Galvanized Horizontal Hat Channel, Attached wl (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 wl #12 HWH Screws @ 16" O.C. Set in Sealant 1" Primary and Secondary Sealant not by Northshore S05 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 w/ #12 HWH Screws @ 16" O.C. Set in Sealant Primary and Secondary Sealant not by Northshore Panel Dimension (See Elevations) 4" 334l f t .12 znzrz-mcwar, Section - W1A Louver Sill ARCH REF: 23/A10.2 Section - W1 B Louver Sill ARCH REF: Sim: 23/A10.2 255" +I- (F V ) 1" / Continuous Sealant 24ga Bare Galvanized Closure Flashing Attached w/ #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 18" SS Rivets @ 24" 0.0 , Painted to Match Sill Flashing s" Bare Galvanized Horizontal Hat Channel, Attached w/ (2) #12 HWH Tek3 Screws Set in Sealant Through Karrier Panel S03 8.01 Continuous Sealant Primary and Secondary Sealant not by Northshore 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" O.C. Panel Dimension (See Elevation Grace Ultra High Temp Membrane 24ga Zincalume Sill Flashing Pre -Finished "Black" Color, Set in Sealant le" SS Rivets @ 24" 0.C., Painted to Match Sill Flashing 1 „ 4 RECEWED CITY OF 11KIVP A JAN 31 202o NO. DESCRIPTION DATE INIT. 1 For Submittal OS 31 2019 MMM 2 For Subrntal 09.06 20,9 CJH 3 Rev.1 11.19.2019 CJH 4 6 7 8 9 ci C.) 11) co co — co ,- c co o 0) CO 3 3 Details AS SHOWN 6009 Sheol WV DO PE MIT CENTER 9.05 4" F.V. Section - W2 Window Head ARCH REF: 41/A10.1, Sim: 41/A10.2 3" = 1'-0" 4" S08 8.02 / 1 '16 Panel Dimension (See Elevations) Plan - W2 Door Jamb ARCH REF: 14/A10.2, Si 3" = 1'-0" 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. 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 Panel Dimension (See Elevations) 3" Section - W2 Window Sill ARCH REF: 24/A10.1 3" 314„ F.V. Plan - W1B Outside Corner ARCH REF: None 3" = 1'-0" 3 Min. 2" 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 w/ #10 Wafer Head Screws @ 16" O.C. 24ga Zincalume Sill Flashing Pre -Finished "Black" Color, Set in Sealant 14" a Panel Dimension (See Elevations) 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/ la" SS Rivets @ 24" O.C. Painted to Match Flashing 4" 1316" Panel Dimension (See Elevations) Plan - W2 Window Jamb ARCH REF: 25/A10.2 4 5" 047 1316" 14" Max Panel Dimension (See Elevations) Plan - W2 Outside Corner ARCH REF: None 3" = 1'-0" 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 Sill Flashing 24ga Zincalume Closure Trim, Pre -Finished "Black" Color S08 8.02 - 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 14" Max N O (11 Panel Dimension (See 044 4" F.V. Section - W2 Door Head ARCH REF: 42/A10.2, Sim: 31 /A9.5 Panel Dimension (See Elevations) %MM. MISORMISMI.1 mmnuxranom:i 81 ' FV Panel Plan - W4A Outside Corner ARCH REF: 45/A10.2 3" = 1'-0" 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 Pre -Finished "Black" Color Set in Sealant, Attached w/ #12 HWH Screws @ 16" O.C. 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 IMN 6030 318" Panel Dimension (See Elevations) Panel Dimension (See 812" FV Panel RECEIVED CITY OF ILAW; JAN 31 2I?ll PER IT CENTER NO 2 DESCRIPTION For SubmNl91 For Submittal Rev 4 6 7 8 9 10 Qi Ucn U a3 0 0 CO co C 00 2 m EC Q J ~ 44- V le Details Scale AS SHOWN N 6009 9.06 3" Panel Dimension (See Elevations) Plan - W4B Outside Corner ARCH REF: 33/A10.2 3,. = 1,.,0„ 5" 812" FV Panel 12 , 24ga Bare Galvanized Corner Flashing - Continuous Bead of Sealant Notch Karrier Rail as Needed S15 8.04 Corner Flashing Beyond 8'2' FV Panel 053 311 11 Plan - W1 Inside Corner ARCH REF: None 3"=1'0" 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 8.01 Panel Dimension (See Elevations) c 0 Panel Dimension (See ..xlx MA VIMIMMUMIARA SO4 8.01 Plan - W1A to W2 Outside Corner ARCH REF: 12/A10.1 5" 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 w/ 18" 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/ 18" SS Rivets @ 24" O.C. Painted to Match Flashing 2" 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 w/18' 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) 410101.1. r Panel Dimension (See Elevations) SO2 8.01 Plan - W1 to W1 B Outside Corner ARCH REF: None 5" 1x1 Ntll,9999 194 - 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 .050" Aluminum Closure Trim Pre -Finished "Redwood" Color, 214" Attached w/ #12 HWH Screws @ 16" O.C. 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant Notch Karrier Rail as Needed 055 Plan - W2 Inside Corner ARCH REF: None 3" = 1'-0" 2 S08 8.02 24ga Zincalume Corner Flashing, Pre -Finished "Black" Color, Attached wl #12 HWH Screws @ 16" O.C. 13' 5" Panel Dimension (See Elevations) 11 Panel Dimension (See Elevations) Panel Dimension (See Elevations) Plan - W1 B to W4A Outside Corner ARCH REF: None 5" 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant Notch Karrier Rail as Needed 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 .050" Aluminum Closure Trim Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ 16" O.C. SO4 8.01 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 w/'A" SS Rivets @ 24" O.C. Painted to Match Flashing SO2 8.01 Plan - W1 to W1A Inside Corner ARCH REF: None tAst• DOSO Panel Dimension (See Elevations) CITYCE VEn I�� CI i-�^1 OF eKt ItLA JAN 31 Mg MFF CENTER NO DESCRIPTION DATE INIT. For Submittal 05.01.0019 2 For u9. ubm ttOl 09.00 20 Rev1 2019 4 6 7 8 9 10 CD U c) U c,) CI3 Y Sheet The co cll 0 0 CO co c co CC3 (0 Ln 1- 0 u� Details AS SHOWN Job Number 6009 Sheet 9.07 3" 5" eN99999.99 9qm 1199.1MMIMINIII 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 2" S11 8.03 .050" Aluminum Closure Flashing Pre -Finished "Redwood" Color, Attached w/ 1,8" SS Rivets @ 24" 0.C. Painted to Match Flashing Panel Dimension (See Elevations) j 8 212" SO4 8.01 Field Trim PS-12 as - Necessary, Reuse Panel Leg When Possible 18" SS Rivets @ 24" 0.C., Painted to Match Closure Trim Plan - W1 to W1A Transition ARCH REF: None 3" = 1'-0" 1" 2" / 1 2 /- SO2 8.01 Aluminum Starter, Color and Thickness to Match Panels, Attached w/ #12 HWH Screws @ 16" 0.C. 22ga Zincalume Closure Trim, Pre -Finished "Cool Terra Cotta" Color, Attached w/ #12 HWH Screws @ Karrier Rails Panel Dimension (See Elevations) 3" 5" ---- 24ga Bare Galvanized Corner Flashing Continuous Bead of Sealant Notch Karrier Rail as Needed \ 112'' 1,01ANSWAPIM AMU Plan - W1B to W3A Inside Corner ARCH REF: None 4" 4" F.V. Section - W1 B Base at Roof ARCH REF: Sim: 1/A4.2 2" S06 8 02 .050" Aluminum Closure Flashing Pre -Finished "Redwood" Color, Attached w/1" SS Rivets @ 24" 0.C. Painted to Match Flashing S11 8.03 S05 ' 8.02 / Continuous Sealant Compressible Foam Closure Aluminum Base Extrusion Attached w/ #23 HWH Screws @ 16" 0.C. --- 24ga SS Hashing Attached wl #12 HWH screws @ 16" 0.C. Counter Flashing and Regiet not by Northshore VARIES 8" MIN. Panel Dimension (See Elevations) 3" 24ga Bare Galvanized Corner Flashing 5" - Continuous Bead of Sealant Notch Karrier Rail as Needed ..1.11aMAMMUPPNIMMI 112'' ',159 Plan - W1B to W4A Inside ) Corner ARCH REF: None 4" 1061,11 IMIAMMIVAIMMWM11! 4" F.V. Section - W3A Base at Roof ARCH REF: Sim: 1/A4.2 1" 14' Min. S06 .050" Aluminum Closure Flashing Pre -Finished "Redwood" Color, Attached w/18" SS Rivets @ 24" 0.C. Painted to Match Flashing S13 8.03 S10 Continuous Sealant Compressible Foam Closure Aluminum Base Extrusion Attached w/ #23 HWH Screws @ 16" 0.C. - 24ga SS Flashing Attached w/ #12 HWH screws @ 16" 0.C. .050" Aluminum Base Flashing Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ 16" O.C. Set in Sealant Counter Flashing and Regiet not by Northshore VARIES 8" MIN. Panel Dimension (See Elevations) 3" 414" S11 8.03 18 SS Rivets © 24" 0.C., Painted to Match Closure Trim Panel Dimension (See Elevations) Plan - W1 B to W3A Transition ARCH REF: None 3'" V-0" 4" Section - W4 Base at Roof ARCH REF: Sim: 1/A4.2 3" = IMMINMM11,0/il 4" F V 3" 318" >14" Max 14" Min. S06 8.02 24 gauge Pre -Finished "Bone White" Color Vertical Joint Flashing .050" Aluminum Closure Trim Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ 16" 0.C. S12 Continuous Sealant Compressible Foam Closure Aluminum Base Extrusion Attached wl #23 HWH Screws @ 16" O.C. --- 24ga SS Flashing Attached w/ #12 HWH screws @ 16" 0.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 8" MIN. RECEEVEII CITY OF IL;KW:LA JAN 3 mo ITCEN.TE NO. DESCRIPTION DATE INIT. For SkAFortlal 05 31 2019 MMM 2 For Submittal 09 06 2019 CJH 3 4 Rev 1 11 192019 CJH 5 6 7 8 9 10 sheet Tale Details Scale AS SHOWN Job Number 6009 Sheet 9.08 Gutter not by Northshore 22ga Zincalume Cleat Pre -Finished "Cool --- Terra Gotta" Color Set in Sealant, Attached w/ #12 HWH Screws @ 16" 0.C. 22ga Zincalume Fascia Flashing Pre -Finished -- "Cool Terra Cotta" Color Set in Sealant, Attached w/ #12 PH Screws @ 16" 0.C. Section - Fascia at Canopy Gutter ARCH REF: 41/A4.2 3" = 1-0" 4" civ Section - W2 Mechanical Duct Penetration 069 ARCH REF: None 3" = V-0" / S07 8.02 Continuous Sealant 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" 0.C. 24ga Zincalume Perforated Closure, Pre -Finished "Black" Color, Attached w/ #10 Wafer Head Screws @ 16" 0.C. 24ga Zincalume Head Flashing Pre -Finished "Black" Color Set in Sealant, Attached w/ #12 HWH Screws @ 16" O.C. 3y8" 3/4" Min. 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" 0.C. Mechanical Duct not by Northshore Panel Dimension (See Elevations) 3Y8" - Eave Flashing not by Northshore 22ga Zincalume Cleat Pre -Finished "Cool Terra Cotta" Color Set in Sealant, Attached WI #12 HWH Screws @ 16" 0.C. 22ga Zincalume Fascia Flashing Pre -Finished "Cool Terra Cotta" Color Set in Sealant, Attached w/ #12 PH Screws @ 16" 0.C. Section - Fascia at Canopy Eave ARCH REF: 41/A4.2 4" 20910101 10Fr 4" T ------ Continuous Sealant --- 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" 0.C. 24ga Zincalume Head Flashing Pre -Finished "Black" Color Set in Sealant, Attached w/ #12 HWH Screws @ 16" 0.C. Continuous Sealant 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" 0.C. 24ga Zincalume Closure Flashing Pre -Finished "Black" Color, Pop Riveted 16" 0.C. Mechanical Duct not by Northshore Section - W3A Mechanical Duct Penetration ARCH REF: None 3" = 1 '-0" Y2" S10 8.03 33/4" +1- 7v 2Y2" +/- (F.V.) (EV.) Continuous Sealant Primary and Secondary Sealant not by Northshore - 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" 0.C. .050" Aluminum Sill Flashing Pre -Finished "Matte Black" Color, Set in Sealant SO1 01 8" Sill R.O. - Aluminum Starter, Color and Thickness to Match Panels, Attached w/ #12 HWH Screws @ 16" 0.C. .050" Aluminum Base Flashing Pre -Finished "Matte Black" Color, Attached w/ #12 HWH Screws @ 16" 0.C. Set in Sealant 24ga SS Flashing Attached w/ #12 HWH screws @ 16" 0.C. Compressible Foam Closure Aluminum Base Extrusion Attached w/ #23 HWH Screws @ 16" 0.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 - W1B Ladder Penetration ARCH REF: None 3" --- 1-0" • ! • . I N 41/4" Continuous Sealant 24ga Zincalume Escutcheon Flashing Pre -Finished to Match Insulated Panel, Pop Riveted 16" 0.C. Steel Ladder not by Northshore (-1 Section - W1A to W3A Transition .050" Aluminum Base Flashing Pre -Finished "Redwood" Color, Attached w/ #12 HWH Screws @ 16" 0.C. Set in Sealant /7-S01 2" 3/4" ARCH REF: 22/A10.1 24ga Bare Galvanized Escutcheon Flashing, Pop Riveted 16" 0.C. Dow 795 Sealant Around Ladder Penetration Field Trim as Necessary Plan - W3A Ladder Penetration rsli - Continuous Sealant 24ga Zincalume Escutcheon Flashing Pre -Finished to Match Insulated Panel, Pop Riveted 16" 0.C. Steel Ladder not by Northshore ARCH REF: None 3" = V-0" CIECFIVEn CITY OF TIUIWILA JAN 31 mo IK•11111131:121•1M NO. DESCRIPTION DATE INIT. For Submittal 0531.2019 MMM 2 For Submittal 09062019 Rev 1 11192019 (T116 4 5 6 7 8 9 10 C.) a) a) co 00 To c° c 00 o c0 < E a) Caa H § Sheet Title Details Soaie AS SHOWN Job Number 6009 Sheet WV OM PERMIT CENTER. 9.09 /7 SO1 ‘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 4Y4" --- Field Trim as Necessary Section - W1 Conduit Penetration ARCH REF: None 3" = 1*-0" 17 41/4" (F.V.) 25/8" +/- (EV.) "11 53/4" +/- (F.V.) Section - Window Head at Louver Sill Grace Ultra High Temp Membrane Continuous Sealant Insulation 22ga Zincalume Sill Flashing Pre -Finished "Cool Terra Cotta" Color, Set in Sealant 22ga Zincalume Base Flashing Pre -Finished "Cool Terra Cotta" Color, Attached w/ #12 HWH Screws © 16" O.C. Set in Sealant I/4" Primary and Secondary Sealant not by Northshore ARCH REF: None 3'" 1-0" 41/4" 0 4 hSection - W1A Conduit Penetration j ARCH REF: None 3" = 1-0" / SO3 ,8_0_41y 24ga Bare Galvanized Escutcheon Flashing, Pop Riveted 16" O.C. Continuous Sealant Dow 795 Sealant Around Ladder Penetration Light Fixture not by Northshore 4 \\\ Field Trim as Necessary , 4/ ,,4-447 41/4" Section - W2 Conduit Penetration ARCH REF: None 3" = / SO7 \\ 8.02 / 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 3" 12" +/- (F V ) A A Section - W1A Coping 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 5" SO-3-\\ 8.01 ARCH REF: Sim: 45/A4.2 b*OSO Top Of Wa Panel Dimension (See Elevations) RECEIVE CITY OF TUKWILA JAN 210 PER IT CENTER NO. DESCRIPTION DATE INIT, For Submittal 05 31 2019 MMM 2 For Submittal 09 06 2019 3 Rev 11 19 2019 Girt 4 6 7 8 1 0 '2 a.)> 0 m co TO C° C co 0 cy) < E > a) .> F- 0 § Street Title Details Scale AS SHOWN Job Number 6009 Street 9.10 2" Section - Trash Enclosure ARCH REF: None 3" • Section - Trash Enclosure Gate ARCH REF: None 3". V-0" 24ga Head Flashing Pre -Finished "Cool Terra Gotta" 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 Cotta" Color Steel HSS By Apex Steel HSS By Apex AEP-Span HR-36 22ga Corrugated Metal Panel Pre -Finished "Cool Terra Gotta" Color #12 HWH Tek5 EPDM Washered Screws @ 16" O.C. into Horizontal Angle Plan - Trash Enclosure Termination ARCH REF: None 3" = V-0" Section - Trash Enclosure Infill Panel 08 ARCH REF: None AEP-Span HR-36 22ga Corrugated Metal Panel Pre -Finished "Cool Terra Cotta" Color Steel HSS By Apex --- #12 HWH Tek5 EPDM Washered Screws @ 16" O.C. into Horizontal HSS #12 HWH Tek5 Screws @ 16" O.C. into Vertical HSS 24ga Jamb Flashing Pre -Finished "Cool Terra Cotta" 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 3" = 1-0" 4" 087 Section - Canopy Fascia, Sim at Low Eave }ARCH REF: None 3" = V-0" 24ga Corner Flashing Pre -Finished "Cool Terra Gotta" 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" O.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 1" #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 Gotta" 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 Plan - Trash Enclosure Hinge ARCH REF: None 3" = I-0" 3 4" Section - Canopy Gravel Stop ARCH REF: None 3" = V-0" 4 3 4 Screws @ 16" O.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 lAcv bk110 RECEIVE() CITY OF TUKWILA JAN 1 2020 PER IT CENTER NO, DESCRIPTION DATE INIT. For Submittat 0531 2019 MMM 2 For SubrAtal 0906 2019 CJN 3 Reel 11192019 CJH 4 5 6 7 8 9 10 co a.) 03 co c° co I— § Lc') Shoe, idle Details Scale AS SHOWN Job Number 6009 Sheel 9.11